APPENDIX E Copies of Correspondence – WM Ambulance Service & Bus Operators

APPENDIX E

Copies of Correspondence – WM Ambulance Service & Bus Operators

Land at Red House Farm, Burton-upon-Trent 38 Barwood Strategic Land II LLP Transport Assessment

From: Keith Myatt [mailto:[email protected]] Sent: 13 July 2012 13:27 To: Graham Dalal Subject: RE: Reservoir Road/Lower Outwoods Road, Burton on Trent.

Hi Graham,

Arriva Midlands continues to support in principle the proposed bus route on Reservoir Road and we look forward to working with you on the project.

Regards

Keith Myatt Marketing and Communications Manager Arriva Midlands t: 0116 269 0050 m: 07801 348 772

From: Graham Dalal [mailto:[email protected]] Sent: 13 July 2012 12:59 To: Keith Myatt Subject: FW: Reservoir Road/Lower Outwoods Road, Burton on Trent.

Y C í ! w w a ! D

C D 5 { $% W '$(' ()*+, Ç -a Y . - { Cí * w w /[ h w . Ç Y ! ! w w L '5$ 6 '$() L ! w w 6 ! I L 8 ! Y ! D

C D 5 { $% W '$(' ()*'9 Ç -a Y . - { Cí * w w /[ h w . Ç

1 Y C ! t W w w ! ! í ! w w ! ( 5 5 ('$ ! í ! ! ! ! a ! D 5

C Y a ; *a Y . < { )$ { '$(( (5*59 Ç t W { w9* w w /[ h w . Ç

Hi Phil,

As discussed we support the proposed development as outlined in your indicative masterplan for the development in the Reservoir Road/Lower Outwoods Road, your plans indicate the retention of important buildings and provides for public open spaces, a local centre, whilst providing a strong boundary landscape and coherent route network.

Arriva Midlands is keen to develop its network of local bus services in the Burton area and will be pleased to discuss the proposed development with Phil Jones Associates and the local authorities.

Regards

Keith Myatt

Communications Manager

Arriva Midlands

2 Graham Dalal

From: [email protected] on behalf of Midland Classic [[email protected]] Sent: 13 September 2012 14:09 To: Graham Dalal Subject: Re: Proposed Residential Development, Red House Farm, Burton

Hello,

Thank you for your email.

Based on the details sent we would have no plans to offer a commercial service through the development as there is currently no slack in the timetables for services 10 and 9/19 and any diversion would also mean certain existing stops not being served.

We would however be interested in providing additional services should any funding be available from the developer by way of either a new service or an extension of an existing service.

Regards, James Boddice Midland Classic

On 12 September 2012 13:31, Graham Dalal wrote:

FAO Keith West / James Boddice

Dear Sirs,

We are acting on behalf of Barwood Ltd to bring forward a proposed residential development site for 250 houses at Red House Farm, Burton. More information regarding the proposals can be found on the development consultation website at www.rhfconsultation.com . The site location is shown in the attached sketch plan (area edged in red). As part of the development of the site, the client is seeking to connect Reservoir Road with Lower Outwoods Road through the site for the purposes of bus, emergency and refuse access only. This will not only permit the site to be served by public transport but would also provide a connection for existing bus services to Shobnall to divert past the hospital.

We would be most interested to hear if Midland Classic would be interested in operating buses through the site – we are aware of the gradient issues on Reservoir Road and to this end please also find attached a topo plan and long section setting out the exact gradients in detail.

Please note that we are also in discussion with Arriva regarding their number 3 service, and they have been sent the same information.

I very much look forward to hearing back in due course. 1

Kind regards.

Graham Dalal

STOP PRESS - Try our new web-based Stopping Sight Distance calculator by clicking here, or download the iPhone App by clicking on the image below!

Phil Jones Associates

The Innovation Centre

1 Devon Way

Longbridge Technology Park

Birmingham

B31 2TS

T. 0121 222 5422

F. 0121 222 5423

M. 07540 123998

www.philjonesassociates.co.uk

APPENDIX F

Proposed Anti-Skid Surfacing – Reservoir Road

Land at Red House Farm, Burton-upon-Trent 39 Barwood Strategic Land II LLP Transport Assessment

APPENDIX G

Proposed Parking Scheme – Reservoir Road

Land at Red House Farm, Burton-upon-Trent 40 Barwood Strategic Land II LLP Transport Assessment

APPENDIX H

Trip Distribution

Land at Red House Farm, Burton-upon-Trent 41 Barwood Strategic Land II LLP Transport Assessment

\2026AMDS\am 6 SATURN_2026_ds.UFS

0 1

6 16 ScaleWS Atkins 31968

6 1 2 & Leeds ITS

6 19 Link Annot:

34 2

34 34 S.L.A. 34

9 Bandwidths = 20./mm

4 3

5 6

3 4 1 1

1 5 57

5 9 57

2 9 3 59 2 6 1 1

1 2 11

59 5

4 2 1 1 5 0 11 1

0 3 1 10 11 35 5 35

2 32 10

3 2 3

5 9 10

2 4 2 3 21 2

7 9 3 4

4 9

1 1 2

1 3 0

10 8 8 4

4 10- 7-12

4 ATKINS (SATU

4 1

2026AM DS - with Reservoir Road Housing 10- 7-12 \2026PMDS\pm SATURN_2026_ds.UFS DS_ROLLESTON 5 5 1 WS Atkins &Scale Leeds 36373ITS

5 Link Annot:

3 5 10 5 S.L.A.

3 12 Differ: 1-2 36 2

36 36

2 0 36 5 Bandwidths = 20./mm

6 3 9

5 5 1

1 5 1

6 5

9 5

6 79

2 79 2 8

8 2 2 2 1

2 2

4 8

4 48

3 9 48 3 4 8 7 3

4 8 7 4 48 8 42 7 6 442 2 6 2 3 3 2 2 3 3

3 2

3 3 1 2 2 6 6 9 6 3

6 6

4 3 6 6

5 1

1 9

5 17

17 15 14

2 6

3 12

4 3

1 21

1 5

4 10- 7-12 2 1 3 1 2 2 2 3

7 1 ATKINS (SATU 17

3 1

2026PM DS - with Reservoir Road Housing 10- 7-12

APPENDIX I

Atkins SATURN Model Report

Land at Red House Farm, Burton-upon-Trent 42 Barwood Strategic Land II LLP Transport Assessment

Technical note

Project: Burton Transport Model To: Graham Dalal (PJA) Subject: Red House Farm, Reservoir From: Richard Fernandes (Atkins) Road, Burton Date: 13 Jul 2012 cc:

This technical note outlines a development test conducted using the Burton SATURN model (owned by Staffordshire County Council) of a proposed new residential development named Red House Farm off of Reservoir Road, Burton.

Red House Farm There are proposals to construct a new residential housing site of 250 dwellings called ‘Red House Farm’ off of Reservoir Road, Burton-upon-Trent. Reservoir road is located to the north of the B5017 Shobnall Road and to the west of Burton town centre, as shown in the map in Figure 1. In line with previous methodology (adopted by Pell Frischmann in 2011), it is assumed 21% of the total development trips will be active in 2016, with all development trips active by 2026.

Figure 1 – Location of proposed Red House Farm housing

250 new dwellings

Access on Reservoir Rd

Contains Ordnance Survey data © Crown copyright and database right 2012

Existing Transport Model The existing Burton SATURN model has been provided by Staffordshire County Council (SCC). This model has the following forecast years and time periods:

 AM peak and PM Peak; and  2016 and 2026 forecast models.

The existing Burton transport model has been used to test a number of land use options, and a preferred land use option has been selected. This preferred land use option model is to be used as the basis for this

ReservoirRoadNote.docx

Technical note study, though it is acknowledged by Staffordshire County Council and Phil Jones Associates that changes to the preferred option are currently in discussion and hence the model may be altered in the future. Trip Rates and Distribution Staffordshire County Council (SCC) has defined the trips rates for the Red House Farm residential housing development in Burton in line with those used for other residential developments in the Burton Transport model. With these trip rates, the developer plans to test the impact of 250 new dwellings off of Reservoir Road. This test will be called the ‘Do Something’ test and compared against the ‘Do Minimum’, without the development, to understand the impact of the additional trips generated by the housing.

The derivation of trip rates for these options is shown in Table 1.

Table 1 – Derivation of Trip Numbers for Red House Farm AM Peak PM Peak Total trip rate (from SCC) per dwelling 0.577 0.633 Arrival Departure Arrival Departure Arrival/departure split 20% 80% 80% 20% Split trip rate 0.115 0.462 0.506 0.127 2016 Trips 250 houses trip numbers (vehs) 6.1 24.2 26.6 6.6 Light Trips (PCUs) 6.0 24.0 26.3 6.6 HGV Trips (PCUs) 0.1 0.5 0.5 0.1 Total PCUs added 30.6 33.6 2026 Trips 250 houses trip numbers (vehs) 28.9 115.4 126.6 31.7 Light Trips (PCUs) 28.6 114.2 125.3 31.3 HGV Trips (PCUs) 0.6 2.3 2.5 0.6 Total PCUs added 145.7 159.8

The distribution of trips from the Red House Farm housing will be in line with the distribution used for other residential sites in Burton. A nearby residential zone has been chosen, and the distribution of trips from the new Red House Farm housing zone will be in line with this zone’s distribution.

In coherence with other housing developments, it is assumed that 1% of the vehicles will be HGVs. In this model, HGVs have a PCU factor of 2.0, and so this is reflected in the demand matrices (and figures quoted in Table 1.

In summary, the following adjustments have been made to the model:

 Reservoir Road added to model, forming junction with B5017 Shobnall Rd;  30.6 PCUs added to 2016 AM peak model to consider trips to and from Red House Farm;  33.6 PCUs added to 2016 PM peak model to consider trips to and from Red House Farm.  145.7 PCUs added to 2026 AM peak model to consider trips to and from Red House Farm; and  159.8 PCUs added to 2026 PM peak model to consider trips to and from Red House Farm. Output Diagrams To illustrate the impact of the new development on the road network, a number of diagram outputs are provided. Some of these are appended to this report as PDFs, while other diagrams are included in this report. Please note that all diagrams presented are in PCUs, with HGVs having a PCU factor of 2.

Development traffic Two diagrams are provided to demonstrate the distribution of trips from and to the development. These are both provided as PDFs and are named:

 2026AM_fromdev.pdf – this shows the trips from the development in the AM peak in 2026; and  2026PM_todev.pdf – this shows the trips to the development in the PM peak in 2026.

ReservoirRoadNote.docx

Technical note 2026 has been chosen for these diagrams as the development is completed by this date. Trips from the development are shown for the AM peak as this is 80% of development trips in this time period. Equally, trips to the development are shown for the PM peak as this is 80% of development trips in this time period.

Change in Flow Four diagrams are provided showing the net change in demand flow across the Burton road network as a result of the Red House Farm development. The four diagrams show Do Something – Do Minimum levels of trips for the following:

 2016AMDiff.pdf – shows the difference between demand flow in 2016 AM peak with and without the development;  2016PMDiff.pdf – shows the difference between demand flow in 2016 PM peak with and without the development.  2026AMDiff.pdf – shows the difference between demand flow in 2026 AM peak with and without the development;  2026PMDiff.pdf – shows the difference between demand flow in 2026 PM peak with and without the development.

In the diagrams, a blue bar indicates that the traffic flow in the Do Something has decreased compared to the Do Minimum whereas a green bar demonstrates an increase relative to the Do Minimum traffic flow. The PDFs have labels switched on to allow the user to appreciate the change in PCUs where necessary.

Junctions impacts Phil Jones Associates indicated a specific list of junctions for which detailed outputs are required. Diagrams comparing Do Something demand flows to those in the Do Minimum have been prepared to understand the impacts at these junctions due to the development at Red House Farm. The diagrams are provided for the Do Minimum, Do Something, 2016, 2026, AM and PM peak periods providing 8 diagrams per junction. Each junction is presented on a separate page, following this one. The junctions are as follows:

1. B5017 Shobnall Road/Reservoir Road* 2. B5017 Shobnall Road/Shobnall Street 3. B5017 Shobnall Road/Grange Street 4. Shobnall Road/Parkway 5. A5121 Wellington Road/Shobnall Road 6. Shobnall Road/Anglesey Rd 7. Shobnall Road/Uxbridge Street 8. A5189 Evershed Way/Orchard Street 9. A5121 Wellington Road/Parkway 10. A5121 Wellington Road/First Avenue 11. A5121 Wellington Road/B5018 Main Street 12. B5017 Henhurst Hill/Postern Road** 13. A38/A5121 Wellington Road/Branston Road

*Note that this junction is only available for the Do Something as it is not modelled in Do Minimum scenario.

**Note that this junction is on the periphery of the model and so detailed turning movements are not available, hence flows on each arm are provided.

ReservoirRoadNote.docx

Technical note

1. B5017 Shobnall Road/Reservoir Road (node 3001) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

Not available Not available Not available Not available

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note 2. Shobnall Road/Shobnall Street (node 1003) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note

3. Shobnall Road/Grange Street (node 1168) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note 4. Shobnall Road/Parkway (node 526) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note

5. Wellington Road/Shobnall Road (node 503) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note

6. Shobnall Rd/Anglesey Rd (508) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note

7. Shobnall Rd/Uxbridge Street (node 855) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note

8. A5189 Evershed Way/Orchard Street (node 509) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note

9. A5121 Wellington Rd/Parkway (node 502) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note

10. A5121 Wellington Rd/First Avenue (node 350) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note

11. A5121 Wellington Rd/B5018 Main Street (node 234) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note

12. B5017 Henhurst Hill/Postern Rd (node 661) 2016 AM DM 2016 PM DM 2026 AM DM 2026 PM DM

2016 AM DS 2016 PM DS 2026 AM DS 2026 PM DS

ReservoirRoadNote.docx

Technical note

13. A38/Wellington Rd/Branston Rd KEY FROM A38(N) TO A5121 A38(S) Branston A38(N) PCUs 0 0 0 0

2016 AM DM 2016 AM DS

A38(N) A38(N) A5121 A38(S) Branston A38(N) A5121 A38(S) Branston A38(N) 987 0 147 4 990 0 147 3

Branston Branston A38(N) A5121 A38(S) Branston A5121 A38(N) A5121 A38(S) Branston A5121 145 512 67 0 A38(S) Branston A38(N) A5121 135 513 72 0 A38(S) Branston A38(N) A5121 751 207 327 0 744 207 342 0

A38(S) A38(S) Branston A38(N) A5121 A38(S) Branston A38(N) A5121 A38(S) 54 0 1305 18 54 0 1306 18

2016 PM DM 2016 PM DS

A38(N) A38(N) A5121 A38(S) Branston A38(N) A5121 A38(S) Branston A38(N) 525 0 218 7 523 0 223 4

Branston Branston A38(N) A5121 A38(S) Branston A5121 A38(N) A5121 A38(S) Branston A5121 108 109 93 0 A38(S) Branston A38(N) A5121 110 112 93 0 A38(S) Branston A38(N) A5121 1198 382 649 0 1197 378 653 0

A38(S) A38(S) Branston A38(N) A5121 A38(S) Branston A38(N) A5121 A38(S) 160 0 758 35 159 0 754 33

ReservoirRoadNote.docx

Technical note 2026 AM DM 2026 AM DS

A38(N) A38(N) A5121 A38(S) Branston A38(N) A5121 A38(S) Branston A38(N) 1016 0 270 6 1017 0 276 6

Branston Branston A38(N) A5121 A38(S) Branston A5121 A38(N) A5121 A38(S) Branston A5121 301 425 212 0 A38(S) Branston A38(N) A5121 303 431 211 0 A38(S) Branston A38(N) A5121 879 438 554 20 882 443 551 10

A38(S) A38(S) Branston A38(N) A5121 A38(S) Branston A38(N) A5121 A38(S) 214 0 1517 82 217 0 1525 84

2026 PM DM 2026 PM DS

A38(N) A38(N) A5121 A38(S) Branston A38(N) A5121 A38(S) Branston A38(N) 673 0 467 0 677 0 478 0

Branston Branston A38(N) A5121 A38(S) Branston A5121 A38(N) A5121 A38(S) Branston A5121 328 386 257 0 A38(S) Branston A38(N) A5121 333 389 258 0 A38(S) Branston A38(N) A5121 1095 659 830 6 1105 652 828 5

A38(S) A38(S) Branston A38(N) A5121 A38(S) Branston A38(N) A5121 A38(S) 304 0 860 64 309 0 861 65

ReservoirRoadNote.docx

APPENDIX J

Junction Capacity Testing – Computer Output

Land at Red House Farm, Burton-upon-Trent 43 Barwood Strategic Land II LLP Transport Assessment

Generated on 07/08/2012 16:38:42 using ARCADY 8 (8.0.0.296)

ARCADY 8 Version: 8.0.0.296 [27 Feb 2012] © Copyright Transport Research Laboratory 2012 For sales and distribution information, program advice and maintenance, contact TRL: Tel: +44 (0)1344 770758 E-mail: [email protected] Web: http://www.trlsoftware.co.uk The users of this computer program for the solution of an engineering problem are in no way relieved of their responsibility for the correctness of the solution

Filename: Reservoir Rd Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton Report generation date: 07/08/2012 16:38:13

« (Default Analysis Set) - 2016+Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.24 ? 8.66 0.20 A 0.10 ? 7.33 0.09 A B-AC Stream 0.21 ? 5.75 0.12 A 0.25 ? 5.71 0.14 A C-AB Stream - - - - - 7.36 A - - - - - 6.26 A C-A Stream ------A-B Stream ------A-C A1 - 2016+Dev Stream 0.34 ? 9.52 0.25 A 0.12 ? 7.51 0.11 A B-AC Stream 0.22 ? 5.81 0.13 A 0.31 ? 5.97 0.18 A C-AB Stream - - - - - 8.02 A - - - - - 6.47 A C-A Stream ------A-B Stream ------A-C A1 - 2026 Stream 0.26 ? 8.84 0.21 A 0.11 ? 7.43 0.10 A B-AC Stream 0.23 ? 5.76 0.13 A 0.27 ? 5.74 0.15 A C-AB Stream - - - - - 7.45 A - - - - - 6.30 A C-A Stream ------A-B Stream ------A-C A1 - 2026+Dev Stream 0.92 2.00 14.52 0.48 B 0.22 ? 8.98 0.18 A B-AC 1 Stream 0.30 ? 6.05 0.17 A 0.58 1.00 7.08 0.30 A C-AB Stream - - - - - 11.74 B - - - - - 7.66 A C-A Stream ------A-B Stream ------A-C

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM" model duration: 07:45 - 09:15 "D2 - 2016, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM" model duration: 16:45 - 18:15 "D5 - 2016+Dev, AM" model duration: 07:45 - 09:15 "D6 - 2016+Dev, PM " model duration: 16:45 - 18:15 "D7 - 2026+Dev, AM" model duration: 07:45 - 09:15 "D8 - 2026+Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/08/2012 16:38:03

File summary File Description

Title Reservoir Road Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016+Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Specific Network Flow Reason For Roundabout Include In Use Specific Network Capacity Name Description Demand Set Locked Scaling Factor Scaling Capacity Model Report Demand Set(s) Scaling Factor (%) (s) (%) Factors (Default ARCADY ✓ 100.000 100.000 Analysis Set)

Demand Set Details

Model Results Model Model Time Single Time Traffic Time For Scenario Start Finish Segment Time Run Use Name Period Description Profile Period Central Locked Relations Name Time Time Length Segment Automatically Relationship Name Type Length Hour (HH:mm) (HH:mm) (min) Only (min) Only 2016+Dev, ONE 2016+Dev PM 16:45 18:15 90 15 ✓ PM HOUR

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.47 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnail Road West Major B Reservoir Road Minor C Shobnall Road East Major

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) C 6.00 0.00 2.20 100.00 ✓ 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Minor Lane Lane Width at Estimate Flare Lane Width Width at Width at Width at Width at Visibility To Visibility To Arm Arm Width Width give-way Flare Length (Right) (m) 5m (m) 10m (m) 15m (m) 20m (m) Left (m) Right (m) Type (m) (Left) (m) (m) Length (PCU) One B 3.00 10 10 lane

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts Slope Slope Slope Slope Intercept Junction Stream for for for for (PCU/hr) A-B A-C C-A C-B 1 B-A 485.856 0.088 0.224 0.141 0.320 1 B-C 630.232 0.097 0.244 - - 1 C-B 631.874 0.245 0.245 - - The slopes and intercepts shown above do NOT include any corrections or adjustments. Streams may be combined, in which case capacity will be adjusted. Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

PCU Estimate Default Vehicle Vehicle Vehicle Mix Default Turning Turning Turning Vehicle Mix Factor for from Vehicle Mix Varies Mix Varies Varies Turning Proportions Proportions Proportions Source a HV entry/exit Mix Over Time Over Turn Over Entry Proportions Vary Over Time Vary Over Turn Vary Over Entry (PCU) counts HV ✓ ✓ 2.00 ✓ ✓ Percentages

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 250.00 100.000 B ONE HOUR ✓ 53.00 100.000 C ONE HOUR ✓ 304.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 50.000 200.000 From B 6.000 0.000 47.000 C 225.000 79.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.20 0.80 From B 0.11 0.00 0.89 C 0.74 0.26 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B-AC 0.11 7.51 0.12 ? A 48.63 72.95 8.71 7.16 0.10 8.71 7.17 C-AB 0.18 5.97 0.31 ? A 102.72 154.08 21.14 8.23 0.23 21.14 8.23 C-A - - - - - 176.24 264.36 - - - - - A-B - - - - - 45.88 68.82 - - - - - A-C - - - - - 183.52 275.29 - - - - -

Main Results for each time segment

Main results: (16:45-17:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 39.90 9.98 39.60 0.00 561.07 0.071 0.00 0.08 6.901 A C-AB 77.66 19.42 77.00 0.00 699.14 0.111 0.00 0.17 5.782 A C-A 151.20 37.80 151.20 0.00 ------A-B 37.64 9.41 37.64 0.00 ------A-C 150.57 37.64 150.57 0.00 ------

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 47.65 11.91 47.57 0.00 551.34 0.086 0.08 0.09 7.146 A C-AB 99.11 24.78 98.90 0.00 714.23 0.139 0.17 0.22 5.852 A C-A 174.18 43.54 174.18 0.00 ------A-B 44.95 11.24 44.95 0.00 ------A-C 179.80 44.95 179.80 0.00 ------

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 58.35 14.59 58.25 0.00 537.75 0.109 0.09 0.12 7.505 A C-AB 131.16 32.79 130.80 0.00 734.31 0.179 0.22 0.31 5.968 A C-A 203.55 50.89 203.55 0.00 ------A-B 55.05 13.76 55.05 0.00 ------A-C 220.20 55.05 220.20 0.00 ------

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 58.35 14.59 58.35 0.00 537.73 0.109 0.12 0.12 7.508 A C-AB 131.26 32.81 131.25 0.00 734.43 0.179 0.31 0.31 5.975 A C-A 203.45 50.86 203.45 0.00 ------A-B 55.05 13.76 55.05 0.00 ------A-C 220.20 55.05 220.20 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 47.65 11.91 47.75 0.00 551.31 0.086 0.12 0.10 7.152 A C-AB 99.24 24.81 99.58 0.00 714.41 0.139 0.31 0.23 5.862 A C-A 174.05 43.51 174.05 0.00 ------A-B 44.95 11.24 44.95 0.00 ------A-C 179.80 44.95 179.80 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 39.90 9.98 39.97 0.00 561.02 0.071 0.10 0.08 6.912 A C-AB 77.86 19.47 78.09 0.00 699.31 0.111 0.23 0.17 5.799 A C-A 151.00 37.75 151.00 0.00 ------A-B 37.64 9.41 37.64 0.00 ------A-C 150.57 37.64 150.57 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.10 0.07 6.901 A A C-AB 2.47 0.16 5.782 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.38 0.09 7.146 A A C-AB 3.34 0.22 5.852 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.77 0.12 7.505 A A C-AB 4.68 0.31 5.968 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.81 0.12 7.508 A A C-AB 4.72 0.31 5.975 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.46 0.10 7.152 A A C-AB 3.39 0.23 5.862 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.18 0.08 6.912 A A C-AB 2.55 0.17 5.799 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Reservoir Rd Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton Report generation date: 07/08/2012 16:38:13

« (Default Analysis Set) - 2016+Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.24 ? 8.66 0.20 A 0.10 ? 7.33 0.09 A B-AC Stream 0.21 ? 5.75 0.12 A 0.25 ? 5.71 0.14 A C-AB Stream - - - - - 7.36 A - - - - - 6.26 A C-A Stream ------A-B Stream ------A-C A1 - 2016+Dev Stream 0.34 ? 9.52 0.25 A 0.12 ? 7.51 0.11 A B-AC Stream 0.22 ? 5.81 0.13 A 0.31 ? 5.97 0.18 A C-AB Stream - - - - - 8.02 A - - - - - 6.47 A C-A Stream ------A-B Stream ------A-C A1 - 2026 Stream 0.26 ? 8.84 0.21 A 0.11 ? 7.43 0.10 A B-AC Stream 0.23 ? 5.76 0.13 A 0.27 ? 5.74 0.15 A C-AB Stream - - - - - 7.45 A - - - - - 6.30 A C-A Stream Generated on 07/08/2012 16:38:42 using ARCADY 8 (8.0.0.296) ------A-B Stream ------A-C A1 - 2026+Dev Stream 0.92 2.00 14.52 0.48 B 0.22 ? 8.98 0.18 A B-AC Stream 0.30 ? 6.05 0.17 A 0.58 1.00 7.08 0.30 A C-AB Stream - - - - - 11.74 B - - - - - 7.66 A C-A Stream ------A-B Stream ------A-C

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/08/2012 16:38:03

File summary File Description

Title Reservoir Road Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016+Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.47 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnail Road West Major B Reservoir Road Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 250.00 100.000 B ONE HOUR ✓ 53.00 100.000 C ONE HOUR ✓ 304.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 50.000 200.000 From B 6.000 0.000 47.000 C 225.000 79.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.20 0.80 From B 0.11 0.00 0.89 C 0.74 0.26 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 58.35 14.59 58.35 0.00 537.73 0.109 0.12 0.12 7.508 A C-AB 131.26 32.81 131.25 0.00 734.43 0.179 0.31 0.31 5.975 A C-A 203.45 50.86 203.45 0.00 ------A-B 55.05 13.76 55.05 0.00 ------A-C 220.20 55.05 220.20 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 47.65 11.91 47.75 0.00 551.31 0.086 0.12 0.10 7.152 A C-AB 99.24 24.81 99.58 0.00 714.41 0.139 0.31 0.23 5.862 A C-A 174.05 43.51 174.05 0.00 ------A-B 44.95 11.24 44.95 0.00 ------A-C 179.80 44.95 179.80 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 39.90 9.98 39.97 0.00 561.02 0.071 0.10 0.08 6.912 A C-AB 77.86 19.47 78.09 0.00 699.31 0.111 0.23 0.17 5.799 A C-A 151.00 37.75 151.00 0.00 ------A-B 37.64 9.41 37.64 0.00 ------A-C 150.57 37.64 150.57 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.38 0.09 7.146 A A C-AB 3.34 0.22 5.852 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.77 0.12 7.505 A A C-AB 4.68 0.31 5.968 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.81 0.12 7.508 A A C-AB 4.72 0.31 5.975 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.46 0.10 7.152 A A C-AB 3.39 0.23 5.862 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.18 0.08 6.912 A A C-AB 2.55 0.17 5.799 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Reservoir Rd Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton Report generation date: 07/08/2012 16:38:13

« (Default Analysis Set) - 2016+Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.24 ? 8.66 0.20 A 0.10 ? 7.33 0.09 A B-AC Stream 0.21 ? 5.75 0.12 A 0.25 ? 5.71 0.14 A C-AB Stream - - - - - 7.36 A - - - - - 6.26 A C-A Stream ------A-B Stream ------A-C A1 - 2016+Dev Stream 0.34 ? 9.52 0.25 A 0.12 ? 7.51 0.11 A B-AC Stream 0.22 ? 5.81 0.13 A 0.31 ? 5.97 0.18 A C-AB Stream - - - - - 8.02 A - - - - - 6.47 A C-A Stream ------A-B Stream ------A-C A1 - 2026 Stream 0.26 ? 8.84 0.21 A 0.11 ? 7.43 0.10 A B-AC Stream 0.23 ? 5.76 0.13 A 0.27 ? 5.74 0.15 A C-AB Stream - - - - - 7.45 A - - - - - 6.30 A C-A Stream ------A-B Stream ------A-C A1 - 2026+Dev Stream 0.92 2.00 14.52 0.48 B 0.22 ? 8.98 0.18 A B-AC Stream 0.30 ? 6.05 0.17 A 0.58 1.00 7.08 0.30 A C-AB Stream - - - - - 11.74 B - - - - - 7.66 A C-A Stream ------A-B Stream ------A-C

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/08/2012 16:38:03

File summary File Description

Title Reservoir Road Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016+Dev, PM

Data Errors and Warnings No errors or warnings Generated on 07/08/2012 16:38:42 using ARCADY 8 (8.0.0.296)

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.47 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnail Road West Major B Reservoir Road Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts Slope Slope Slope Slope Intercept Junction Stream for for for for (PCU/hr) 3 A-B A-C C-A C-B 1 B-A 485.856 0.088 0.224 0.141 0.320 1 B-C 630.232 0.097 0.244 - - 1 C-B 631.874 0.245 0.245 - - The slopes and intercepts shown above do NOT include any corrections or adjustments. Streams may be combined, in which case capacity will be adjusted. Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 250.00 100.000 B ONE HOUR ✓ 53.00 100.000 C ONE HOUR ✓ 304.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 50.000 200.000 From B 6.000 0.000 47.000 C 225.000 79.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.20 0.80 From B 0.11 0.00 0.89 C 0.74 0.26 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 58.35 14.59 58.35 0.00 537.73 0.109 0.12 0.12 7.508 A C-AB 131.26 32.81 131.25 0.00 734.43 0.179 0.31 0.31 5.975 A C-A 203.45 50.86 203.45 0.00 ------A-B 55.05 13.76 55.05 0.00 ------A-C 220.20 55.05 220.20 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 47.65 11.91 47.75 0.00 551.31 0.086 0.12 0.10 7.152 A C-AB 99.24 24.81 99.58 0.00 714.41 0.139 0.31 0.23 5.862 A C-A 174.05 43.51 174.05 0.00 ------A-B 44.95 11.24 44.95 0.00 ------A-C 179.80 44.95 179.80 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 39.90 9.98 39.97 0.00 561.02 0.071 0.10 0.08 6.912 A C-AB 77.86 19.47 78.09 0.00 699.31 0.111 0.23 0.17 5.799 A C-A 151.00 37.75 151.00 0.00 ------A-B 37.64 9.41 37.64 0.00 ------A-C 150.57 37.64 150.57 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.38 0.09 7.146 A A C-AB 3.34 0.22 5.852 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.77 0.12 7.505 A A C-AB 4.68 0.31 5.968 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.81 0.12 7.508 A A C-AB 4.72 0.31 5.975 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.46 0.10 7.152 A A C-AB 3.39 0.23 5.862 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.18 0.08 6.912 A A C-AB 2.55 0.17 5.799 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Reservoir Rd Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton Report generation date: 07/08/2012 16:38:13

« (Default Analysis Set) - 2016+Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.24 ? 8.66 0.20 A 0.10 ? 7.33 0.09 A B-AC Stream 0.21 ? 5.75 0.12 A 0.25 ? 5.71 0.14 A C-AB Stream - - - - - 7.36 A - - - - - 6.26 A C-A Stream ------A-B Stream ------A-C A1 - 2016+Dev Stream 0.34 ? 9.52 0.25 A 0.12 ? 7.51 0.11 A B-AC Stream 0.22 ? 5.81 0.13 A 0.31 ? 5.97 0.18 A C-AB Stream - - - - - 8.02 A - - - - - 6.47 A C-A Stream ------A-B Stream ------A-C A1 - 2026 Stream 0.26 ? 8.84 0.21 A 0.11 ? 7.43 0.10 A B-AC Stream 0.23 ? 5.76 0.13 A 0.27 ? 5.74 0.15 A C-AB Stream - - - - - 7.45 A - - - - - 6.30 A C-A Stream ------A-B Stream ------A-C A1 - 2026+Dev Stream 0.92 2.00 14.52 0.48 B 0.22 ? 8.98 0.18 A B-AC Stream 0.30 ? 6.05 0.17 A 0.58 1.00 7.08 0.30 A C-AB Stream - - - - - 11.74 B - - - - - 7.66 A C-A Stream ------A-B Stream ------A-C

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/08/2012 16:38:03

File summary File Description

Title Reservoir Road Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016+Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.47 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnail Road West Major B Reservoir Road Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None Generated on 07/08/2012 16:38:42 using ARCADY 8 (8.0.0.296) Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 250.00 100.000 B ONE HOUR ✓ 53.00 100.000 C ONE HOUR ✓ 304.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 50.000 200.000 From B 6.000 0.000 47.000 C 225.000 79.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.20 0.80 From B 0.11 0.00 0.89 C 0.74 0.26 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From 4 B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 58.35 14.59 58.35 0.00 537.73 0.109 0.12 0.12 7.508 A C-AB 131.26 32.81 131.25 0.00 734.43 0.179 0.31 0.31 5.975 A C-A 203.45 50.86 203.45 0.00 ------A-B 55.05 13.76 55.05 0.00 ------A-C 220.20 55.05 220.20 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 47.65 11.91 47.75 0.00 551.31 0.086 0.12 0.10 7.152 A C-AB 99.24 24.81 99.58 0.00 714.41 0.139 0.31 0.23 5.862 A C-A 174.05 43.51 174.05 0.00 ------A-B 44.95 11.24 44.95 0.00 ------A-C 179.80 44.95 179.80 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 39.90 9.98 39.97 0.00 561.02 0.071 0.10 0.08 6.912 A C-AB 77.86 19.47 78.09 0.00 699.31 0.111 0.23 0.17 5.799 A C-A 151.00 37.75 151.00 0.00 ------A-B 37.64 9.41 37.64 0.00 ------A-C 150.57 37.64 150.57 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.38 0.09 7.146 A A C-AB 3.34 0.22 5.852 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.77 0.12 7.505 A A C-AB 4.68 0.31 5.968 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.81 0.12 7.508 A A C-AB 4.72 0.31 5.975 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.46 0.10 7.152 A A C-AB 3.39 0.23 5.862 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.18 0.08 6.912 A A C-AB 2.55 0.17 5.799 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Reservoir Rd Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton Report generation date: 07/08/2012 16:38:13

« (Default Analysis Set) - 2016+Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.24 ? 8.66 0.20 A 0.10 ? 7.33 0.09 A B-AC Stream 0.21 ? 5.75 0.12 A 0.25 ? 5.71 0.14 A C-AB Stream - - - - - 7.36 A - - - - - 6.26 A C-A Stream ------A-B Stream ------A-C A1 - 2016+Dev Stream 0.34 ? 9.52 0.25 A 0.12 ? 7.51 0.11 A B-AC Stream 0.22 ? 5.81 0.13 A 0.31 ? 5.97 0.18 A C-AB Stream - - - - - 8.02 A - - - - - 6.47 A C-A Stream ------A-B Stream ------A-C A1 - 2026 Stream 0.26 ? 8.84 0.21 A 0.11 ? 7.43 0.10 A B-AC Stream 0.23 ? 5.76 0.13 A 0.27 ? 5.74 0.15 A C-AB Stream - - - - - 7.45 A - - - - - 6.30 A C-A Stream ------A-B Stream ------A-C A1 - 2026+Dev Stream 0.92 2.00 14.52 0.48 B 0.22 ? 8.98 0.18 A B-AC Stream 0.30 ? 6.05 0.17 A 0.58 1.00 7.08 0.30 A C-AB Stream - - - - - 11.74 B - - - - - 7.66 A C-A Stream ------A-B Stream ------A-C

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/08/2012 16:38:03

File summary File Description

Title Reservoir Road Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016+Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.47 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnail Road West Major B Reservoir Road Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 250.00 100.000 B ONE HOUR ✓ 53.00 100.000 C ONE HOUR ✓ 304.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 50.000 200.000 From B 6.000 0.000 47.000 C 225.000 79.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.20 0.80 From B 0.11 0.00 0.89 C 0.74 0.26 0.00

Vehicle Mix Generated on 07/08/2012 16:38:42 using ARCADY 8 (8.0.0.296) Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 58.35 14.59 58.35 0.00 537.73 0.109 0.12 0.12 7.508 A C-AB 131.26 32.81 131.25 0.00 734.43 0.179 0.31 0.31 5.975 A C-A 203.45 50.86 203.45 0.00 ------A-B 55.05 13.76 55.05 0.00 ------A-C 220.20 55.05 220.20 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 47.65 11.91 47.75 0.00 551.31 0.086 0.12 0.10 7.152 A C-AB 99.24 24.81 99.58 0.00 714.41 0.139 0.31 0.23 5.862 A C-A 174.05 43.51 174.05 0.00 ------A-B 44.95 11.24 44.95 0.00 ------A-C 179.80 44.95 179.80 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 39.90 9.98 39.97 0.00 561.02 0.071 0.10 0.08 6.912 A C-AB 77.86 19.47 78.09 0.00 699.31 0.111 0.23 0.17 5.799 A C-A 151.00 37.75 151.00 0.00 ------A-B 37.64 9.41 37.64 0.00 ------A-C 150.57 37.64 150.57 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.38 0.09 7.146 A A C-AB 3.34 0.22 5.852 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.77 0.12 7.505 A A C-AB 4.68 0.31 5.968 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.81 0.12 7.508 A A C-AB 4.72 0.31 5.975 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.46 0.10 7.152 A A C-AB 3.39 0.23 5.862 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.18 0.08 6.912 A A C-AB 2.55 0.17 5.799 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Reservoir Rd Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton Report generation date: 07/08/2012 16:38:13

« (Default Analysis Set) - 2016+Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.24 ? 8.66 0.20 A 0.10 ? 7.33 0.09 A B-AC Stream 0.21 ? 5.75 0.12 A 0.25 ? 5.71 0.14 A C-AB Stream - - - - - 7.36 A - - - - - 6.26 A C-A Stream ------A-B Stream ------A-C A1 - 2016+Dev Stream 0.34 ? 9.52 0.25 A 0.12 ? 7.51 0.11 A B-AC Stream 0.22 ? 5.81 0.13 A 0.31 ? 5.97 0.18 A C-AB Stream - - - - - 8.02 A - - - - - 6.47 A C-A Stream ------A-B Stream ------A-C A1 - 2026 Stream 0.26 ? 8.84 0.21 A 0.11 ? 7.43 0.10 A B-AC Stream 0.23 ? 5.76 0.13 A 0.27 ? 5.74 0.15 A C-AB Stream - - - - - 7.45 A - - - - - 6.30 A C-A Stream ------A-B Stream ------A-C A1 - 2026+Dev Stream 0.92 2.00 14.52 0.48 B 0.22 ? 8.98 0.18 A B-AC Stream 0.30 ? 6.05 0.17 A 0.58 1.00 7.08 0.30 A C-AB Stream - - - - - 11.74 B - - - - - 7.66 A C-A Stream ------A-B Stream ------A-C

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/08/2012 16:38:03

File summary File Description

Title Reservoir Road Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016+Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.47 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnail Road West Major B Reservoir Road Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 250.00 100.000 B ONE HOUR ✓ 53.00 100.000 C ONE HOUR ✓ 304.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 50.000 200.000 From B 6.000 0.000 47.000 C 225.000 79.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.20 0.80 From B 0.11 0.00 0.89 C 0.74 0.26 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr)Generated on 07/08/2012(PCU) 16:38:42 (PCU)using ARCADY(s) 8 (8.0.0.296) B-AC 58.35 14.59 58.25 0.00 537.75 0.109 0.09 0.12 7.505 A C-AB 131.16 32.79 130.80 0.00 734.31 0.179 0.22 0.31 5.968 A C-A 203.55 50.89 203.55 0.00 ------A-B 55.05 13.76 55.05 0.00 ------A-C 220.20 55.05 220.20 0.00 ------

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 58.35 14.59 58.35 0.00 537.73 0.109 0.12 0.12 7.508 A C-AB 131.26 32.81 131.25 0.00 734.43 0.179 0.31 0.31 5.975 A C-A 203.45 50.86 203.45 0.00 ------A-B 55.05 13.76 55.05 0.00 ------A-C 220.20 55.05 220.20 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 47.65 11.91 47.75 0.00 551.31 0.086 0.12 0.10 7.152 A C-AB 99.24 24.81 99.58 0.00 714.41 0.139 0.31 0.23 5.862 A C-A 174.05 43.51 174.05 0.00 ------A-B 44.95 11.24 44.95 0.00 ------A-C 179.80 44.95 179.80 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 39.90 9.98 39.97 0.00 561.02 0.071 0.10 0.08 6.912 A C-AB 77.86 19.47 78.09 0.00 699.31 0.111 0.23 0.17 5.799 A C-A 151.00 37.75 151.00 0.00 ------A-B 37.64 9.41 37.64 0.00 ------A-C 150.57 37.64 150.57 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.38 0.09 7.146 A A C-AB 3.34 0.22 5.852 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.77 0.12 7.505 A A C-AB 4.68 0.31 5.968 A A C-A - - - - - A-B - - - - - 6 A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.81 0.12 7.508 A A C-AB 4.72 0.31 5.975 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.46 0.10 7.152 A A C-AB 3.39 0.23 5.862 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.18 0.08 6.912 A A C-AB 2.55 0.17 5.799 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Reservoir Rd Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton Report generation date: 07/08/2012 16:38:13

« (Default Analysis Set) - 2016+Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.24 ? 8.66 0.20 A 0.10 ? 7.33 0.09 A B-AC Stream 0.21 ? 5.75 0.12 A 0.25 ? 5.71 0.14 A C-AB Stream - - - - - 7.36 A - - - - - 6.26 A C-A Stream ------A-B Stream ------A-C A1 - 2016+Dev Stream 0.34 ? 9.52 0.25 A 0.12 ? 7.51 0.11 A B-AC Stream 0.22 ? 5.81 0.13 A 0.31 ? 5.97 0.18 A C-AB Stream - - - - - 8.02 A - - - - - 6.47 A C-A Stream ------A-B Stream ------A-C A1 - 2026 Stream 0.26 ? 8.84 0.21 A 0.11 ? 7.43 0.10 A B-AC Stream 0.23 ? 5.76 0.13 A 0.27 ? 5.74 0.15 A C-AB Stream - - - - - 7.45 A - - - - - 6.30 A C-A Stream ------A-B Stream ------A-C A1 - 2026+Dev Stream 0.92 2.00 14.52 0.48 B 0.22 ? 8.98 0.18 A B-AC Stream 0.30 ? 6.05 0.17 A 0.58 1.00 7.08 0.30 A C-AB Stream - - - - - 11.74 B - - - - - 7.66 A C-A Stream ------A-B Stream ------A-C

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/08/2012 16:38:03

File summary File Description

Title Reservoir Road Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016+Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.47 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnail Road West Major B Reservoir Road Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 250.00 100.000 B ONE HOUR ✓ 53.00 100.000 C ONE HOUR ✓ 304.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 50.000 200.000 From B 6.000 0.000 47.000 C 225.000 79.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.20 0.80 From B 0.11 0.00 0.89 C 0.74 0.26 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 58.35 14.59 58.35 0.00 537.73 0.109 0.12 0.12 7.508 A C-AB 131.26 32.81 131.25 0.00 734.43 0.179 0.31 0.31 5.975 A C-A 203.45 50.86 203.45 0.00 ------A-B 55.05 13.76 55.05 0.00 ------A-C 220.20 55.05 220.20 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 47.65 11.91 47.75 0.00 551.31 0.086 0.12 0.10 7.152 A C-AB 99.24 24.81 99.58 0.00 714.41 0.139 0.31 0.23 5.862 A C-A 174.05 43.51 174.05 0.00 ------A-B 44.95 11.24 44.95 0.00 ------A-C 179.80 44.95 179.80 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 39.90 9.98 39.97 0.00 561.02 0.071 0.10 0.08 6.912 A C-AB 77.86 19.47 78.09 0.00 699.31 0.111 0.23 0.17 5.799 A C-A 151.00 37.75 151.00 0.00 ------A-B 37.64 9.41 37.64 0.00 ------A-C 150.57 37.64 150.57 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.38 0.09 7.146 A A C-AB 3.34 0.22 5.852 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Generated on 07/08/2012Service 16:38:42 using ARCADYService 8 (8.0.0.296) B-AC 1.77 0.12 7.505 A A C-AB 4.68 0.31 5.968 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.81 0.12 7.508 A A C-AB 4.72 0.31 5.975 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.46 0.10 7.152 A A C-AB 3.39 0.23 5.862 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.18 0.08 6.912 A A C-AB 2.55 0.17 5.799 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Reservoir Rd Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton Report generation date: 07/08/2012 16:38:13

« (Default Analysis Set) - 2016+Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.24 ? 8.66 0.20 A 0.10 ? 7.33 0.09 A B-AC Stream 0.21 ? 5.75 0.12 A 0.25 ? 5.71 0.14 A C-AB Stream - - - - - 7.36 A - - - - - 6.26 A C-A Stream ------A-B Stream ------A-C A1 - 2016+Dev Stream 0.34 ? 9.52 0.25 A 0.12 ? 7.51 0.11 A B-AC Stream 0.22 ? 5.81 0.13 A 0.31 ? 5.97 0.18 A C-AB Stream - - - - - 8.02 A - - - - - 6.47 A C-A Stream ------A-B Stream ------A-C A1 - 2026 Stream 0.26 ? 8.84 0.21 A 0.11 ? 7.43 0.10 A B-AC Stream 0.23 ? 5.76 0.13 A 0.27 ? 5.74 0.15 A C-AB Stream - - - - - 7.45 A - - - - - 6.30 A C-A Stream ------A-B Stream ------A-C A1 - 2026+Dev Stream 0.92 2.00 14.52 0.48 B 0.22 ? 8.98 0.18 A B-AC Stream 0.30 ? 6.05 0.17 A 0.58 1.00 7.08 0.30 A C-AB Stream - - - - - 11.74 B - - - - - 7.66 A C-A Stream ------A-B Stream ------A-C

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/08/2012 16:38:03

File summary File Description

Title Reservoir Road Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016+Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.47 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnail Road West Major B Reservoir Road Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 250.00 100.000 B ONE HOUR ✓ 53.00 100.000 C ONE HOUR ✓ 304.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 50.000 200.000 From B 6.000 0.000 47.000 C 225.000 79.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.20 0.80 From B 0.11 0.00 0.89 C 0.74 0.26 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 58.35 14.59 58.35 0.00 537.73 0.109 0.12 0.12 7.508 A C-AB 131.26 32.81 131.25 0.00 734.43 0.179 0.31 0.31 5.975 A C-A 203.45 50.86 203.45 0.00 ------A-B 55.05 13.76 55.05 0.00 ------A-C 220.20 55.05 220.20 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 47.65 11.91 47.75 0.00 551.31 0.086 0.12 0.10 7.152 A C-AB 99.24 24.81 99.58 0.00 714.41 0.139 0.31 0.23 5.862 A C-A 174.05 43.51 174.05 0.00 ------A-B 44.95 11.24 44.95 0.00 ------A-C 179.80 44.95 179.80 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 39.90 9.98 39.97 0.00 561.02 0.071 0.10 0.08 6.912 A C-AB 77.86 19.47 78.09 0.00 699.31 0.111 0.23 0.17 5.799 A C-A 151.00 37.75 151.00 0.00 ------A-B 37.64 9.41 37.64 0.00 ------A-C 150.57 37.64 150.57 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.38 0.09 7.146 A A C-AB 3.34 0.22 5.852 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.77 0.12 7.505 A A C-AB 4.68 0.31 5.968 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.81 0.12 7.508 A A C-AB 4.72 0.31 5.975 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.46 0.10 7.152 A A C-AB 3.39 0.23 5.862 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 1.18 0.08 6.912 A A C-AB 2.55 0.17 5.799 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B-AC 0.09 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This Generated on 07/08/2012 16:38:42 using ARCADY 8 (8.0.0.296) C-AB 0.22 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. C-A ------A-B ------A-C ------

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

8 Generated on 07/09/2012 11:11:42 using ARCADY 8 (8.0.0.296)

Filename: Shobnall Rd Grange Street Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:11:24

« (Default Analysis Set) - 2026, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2026 Stream 276.34 ? 1867.83 1.66 F 2.00 5.00 20.01 0.67 C B-AC Stream ------C-A Stream 0.00 ? 0.00 0.00 A 1867.83 F 0.00 ? 0.00 0.00 A 20.01 C C-B Stream ------A-B Stream ------A-C A1 - 2026 + Dev Stream 288.24 ? 1943.66 1.68 F 1.99 5.00 19.97 0.67 C B-AC Stream ------C-A Stream 0.00 ? 0.00 0.00 A 1943.66 F 0.00 ? 0.00 0.00 A 19.97 C C-B Stream ------A-B Stream ------A-C

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 + Dev, AM" model duration: 07:45 - 09:15 "D2 - 2026 + Dev, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM " model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 11:11:18

File summary File Description 1

Title Shobnall Road/Grange Road Junction Location Burton-upon Trent Site Number Date 07/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Model Results Model Model Time Single Time Traffic Time For Scenario Start Finish Segment Time Run Use Name Period Description Profile Period Central Locked Relationship Name Time Time Length Segment Automatically Relationship Name Type Length Hour (HH:mm) (HH:mm) (min) Only (min) Only 2026, ONE 2026 PM 16:45 18:15 90 15 ✓ PM HOUR

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 20.01 C

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Road West Major B Grange Street Minor C Shobnall Road East Major

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) C 12.00 0.00 ✓ 3.25 100.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts Slope Slope Slope Slope Intercept Junction Stream for for for for (PCU/hr) A-B A-C C-A C-B 1 B-A 439.579 0.059 0.150 0.094 0.214 1 B-C 573.963 0.065 0.164 - - 1 C-B 704.082 0.202 0.202 - - The slopes and intercepts shown above do NOT include any corrections or adjustments. Streams may be combined, in which case capacity will be adjusted. Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 144.00 100.000 B ONE HOUR ✓ 335.00 100.000 C ONE HOUR ✓ 394.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 0.000 144.000 From B 0.000 0.000 335.000 C 394.000 0.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.00 1.00 From B 0.00 0.00 1.00 C 1.00 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Queueing Delay (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.67 20.01 2.00 5.00 C 307.40 461.10 117.39 15.28 1.30 117.43 15.28 C-A - - - - - 361.54 542.31 - - - - - C-B 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 A-B - - - - - 0.00 0.00 - - - - - A-C - - - - - 132.14 198.21 - - - - -

Main Results for each time segment

Main results: (16:45-17:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 252.21 63.05 248.96 0.00 556.15 0.453 0.00 0.81 11.603 B C-A 296.62 74.16 296.62 0.00 ------C-B 0.00 0.00 0.00 0.00 682.23 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 108.41 27.10 108.41 0.00 ------

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 299.76 0.00 552.69 0.545 0.81 1.16 14.149 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 365.72 0.00 547.91 0.673 1.16 1.94 19.414 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 368.62 0.00 547.91 0.673 1.94 2.00 20.009 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 304.19 0.00 552.69 0.545 2.00 1.24 14.658 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 252.21 63.05 253.76 0.00 556.15 0.453 1.24 0.85 11.968 B C-A 296.62 74.16 296.62 0.00 ------C-B 0.00 0.00 0.00 0.00 682.23 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 108.41 27.10 108.41 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 11.39 0.76 11.603 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 16.51 1.10 14.149 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 26.77 1.78 19.414 C B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 29.60 1.97 20.009 C C C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 19.77 1.32 14.658 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 13.35 0.89 11.968 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd Grange Street Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:11:24

« (Default Analysis Set) - 2026, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 + Dev, AM" model duration: 07:45 - 09:15 "D2 - 2026 + Dev, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM " model duration: 16:45 - 18:15 Generated on 07/09/2012 11:11:42 using ARCADY 8 (8.0.0.296)

Run using ARCADY 8.0.0.296 at 07/09/2012 11:11:18

File summary File Description

Title Shobnall Road/Grange Road Junction Location Burton-upon Trent Site Number Date 07/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 20.01 C

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

2 Arms

Arms

Arm Name Description Arm Type A Shobnall Road West Major B Grange Street Minor C Shobnall Road East Major

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) C 12.00 0.00 ✓ 3.25 100.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 144.00 100.000 B ONE HOUR ✓ 335.00 100.000 C ONE HOUR ✓ 394.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 0.000 144.000 From B 0.000 0.000 335.000 C 394.000 0.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.00 1.00 From B 0.00 0.00 1.00 C 1.00 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 299.76 0.00 552.69 0.545 0.81 1.16 14.149 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 365.72 0.00 547.91 0.673 1.16 1.94 19.414 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 368.62 0.00 547.91 0.673 1.94 2.00 20.009 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 304.19 0.00 552.69 0.545 2.00 1.24 14.658 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 252.21 63.05 253.76 0.00 556.15 0.453 1.24 0.85 11.968 B C-A 296.62 74.16 296.62 0.00 ------C-B 0.00 0.00 0.00 0.00 682.23 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 108.41 27.10 108.41 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 11.39 0.76 11.603 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 16.51 1.10 14.149 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 26.77 1.78 19.414 C B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 29.60 1.97 20.009 C C C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 19.77 1.32 14.658 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 13.35 0.89 11.968 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd Grange Street Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:11:24

« (Default Analysis Set) - 2026, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 + Dev, AM" model duration: 07:45 - 09:15 "D2 - 2026 + Dev, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM " model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 11:11:18

File summary File Description

Title Shobnall Road/Grange Road Junction Location Burton-upon Trent Site Number Date 07/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 20.01 C Generated on 07/09/2012 11:11:42 using ARCADY 8 (8.0.0.296) Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Road West Major B Grange Street Minor C Shobnall Road East Major

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) C 12.00 0.00 ✓ 3.25 100.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data 3

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 144.00 100.000 B ONE HOUR ✓ 335.00 100.000 C ONE HOUR ✓ 394.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 0.000 144.000 From B 0.000 0.000 335.000 C 394.000 0.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.00 1.00 From B 0.00 0.00 1.00 C 1.00 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 299.76 0.00 552.69 0.545 0.81 1.16 14.149 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 365.72 0.00 547.91 0.673 1.16 1.94 19.414 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 368.62 0.00 547.91 0.673 1.94 2.00 20.009 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 304.19 0.00 552.69 0.545 2.00 1.24 14.658 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 252.21 63.05 253.76 0.00 556.15 0.453 1.24 0.85 11.968 B C-A 296.62 74.16 296.62 0.00 ------C-B 0.00 0.00 0.00 0.00 682.23 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 108.41 27.10 108.41 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 11.39 0.76 11.603 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 16.51 1.10 14.149 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 26.77 1.78 19.414 C B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 29.60 1.97 20.009 C C C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 19.77 1.32 14.658 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 13.35 0.89 11.968 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd Grange Street Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:11:24

« (Default Analysis Set) - 2026, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 + Dev, AM" model duration: 07:45 - 09:15 "D2 - 2026 + Dev, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM " model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 11:11:18

File summary File Description

Title Shobnall Road/Grange Road Junction Location Burton-upon Trent Site Number Date 07/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 20.01 C

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Road West Major B Grange Street Minor C Shobnall Road East Major

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) C 12.00 0.00 ✓ 3.25 100.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 144.00 100.000 B ONE HOUR ✓ 335.00 100.000 C ONE HOUR ✓ 394.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 0.000 144.000 From B 0.000 0.000 335.000 C 394.000 0.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.00 1.00 From B 0.00 0.00 1.00 C 1.00 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Queueing Delay (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.67 20.01 2.00 5.00 C 307.40 461.10 117.39 15.28 1.30 117.43 15.28 C-A - - - - - 361.54 542.31 - - - - - C-B 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 4 A-B - - - - - 0.00 0.00 - - - - - A-C - - - - - 132.14 198.21 - - - - -

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 299.76 0.00 552.69 0.545 0.81 1.16 14.149 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 365.72 0.00 547.91 0.673 1.16 1.94 19.414 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 368.62 0.00 547.91 0.673 1.94 2.00 20.009 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 304.19 0.00 552.69 0.545 2.00 1.24 14.658 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 252.21 63.05 253.76 0.00 556.15 0.453 1.24 0.85 11.968 B C-A 296.62 74.16 296.62 0.00 ------C-B 0.00 0.00 0.00 0.00 682.23 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 108.41 27.10 108.41 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 11.39 0.76 11.603 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 16.51 1.10 14.149 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 26.77 1.78 19.414 C B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 29.60 1.97 20.009 C C C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 19.77 1.32 14.658 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 13.35 0.89 11.968 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd Grange Street Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:11:24

« (Default Analysis Set) - 2026, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 + Dev, AM" model duration: 07:45 - 09:15 "D2 - 2026 + Dev, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM " model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 11:11:18

File summary File Description

Title Shobnall Road/Grange Road Junction Location Burton-upon Trent Site Number Date 07/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 20.01 C

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Road West Major B Grange Street Minor C Shobnall Road East Major

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) C 12.00 0.00 ✓ 3.25 100.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 144.00 100.000 B ONE HOUR ✓ 335.00 100.000 C ONE HOUR ✓ 394.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 0.000 144.000 From B 0.000 0.000 335.000 C 394.000 0.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.00 1.00 From B 0.00 0.00 1.00 C 1.00 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Generated Delayon 07/09/2012 (PCU- 11:11:42 using ARCADYQueueing 8Delay (8.0.0.296) (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.67 20.01 2.00 5.00 C 307.40 461.10 117.39 15.28 1.30 117.43 15.28 C-A - - - - - 361.54 542.31 - - - - - C-B 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 A-B - - - - - 0.00 0.00 - - - - - A-C - - - - - 132.14 198.21 - - - - -

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 299.76 0.00 552.69 0.545 0.81 1.16 14.149 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 365.72 0.00 547.91 0.673 1.16 1.94 19.414 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 368.62 0.00 547.91 0.673 1.94 2.00 20.009 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 304.19 0.00 552.69 0.545 2.00 1.24 14.658 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay 5 Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 252.21 63.05 253.76 0.00 556.15 0.453 1.24 0.85 11.968 B C-A 296.62 74.16 296.62 0.00 ------C-B 0.00 0.00 0.00 0.00 682.23 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 108.41 27.10 108.41 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 11.39 0.76 11.603 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 16.51 1.10 14.149 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 26.77 1.78 19.414 C B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 29.60 1.97 20.009 C C C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 19.77 1.32 14.658 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 13.35 0.89 11.968 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd Grange Street Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:11:24

« (Default Analysis Set) - 2026, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 + Dev, AM" model duration: 07:45 - 09:15 "D2 - 2026 + Dev, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM " model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 11:11:18

File summary File Description

Title Shobnall Road/Grange Road Junction Location Burton-upon Trent Site Number Date 07/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 20.01 C

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Road West Major B Grange Street Minor C Shobnall Road East Major

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) C 12.00 0.00 ✓ 3.25 100.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 144.00 100.000 B ONE HOUR ✓ 335.00 100.000 C ONE HOUR ✓ 394.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 0.000 144.000 From B 0.000 0.000 335.000 C 394.000 0.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.00 1.00 From B 0.00 0.00 1.00 C 1.00 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 299.76 0.00 552.69 0.545 0.81 1.16 14.149 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 365.72 0.00 547.91 0.673 1.16 1.94 19.414 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 368.62 0.00 547.91 0.673 1.94 2.00 20.009 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:45-18:00)

C-B 0.00 0.00 0.00 0.00 677.99Generated0.000 on 07/09/20120.00 11:11:42 using0.00 ARCADY0.000 8 (8.0.0.296)A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 252.21 63.05 253.76 0.00 556.15 0.453 1.24 0.85 11.968 B C-A 296.62 74.16 296.62 0.00 ------C-B 0.00 0.00 0.00 0.00 682.23 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 108.41 27.10 108.41 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 11.39 0.76 11.603 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 16.51 1.10 14.149 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 26.77 1.78 19.414 C B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 29.60 1.97 20.009 C C C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 19.77 1.32 14.658 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of 6 Stream min) min/min) Vehicle (s) Service Service B-AC 13.35 0.89 11.968 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd Grange Street Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:11:24

« (Default Analysis Set) - 2026, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 + Dev, AM" model duration: 07:45 - 09:15 "D2 - 2026 + Dev, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM " model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 11:11:18

File summary File Description

Title Shobnall Road/Grange Road Junction Location Burton-upon Trent Site Number Date 07/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 20.01 C

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Road West Major B Grange Street Minor C Shobnall Road East Major

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) C 12.00 0.00 ✓ 3.25 100.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 144.00 100.000 B ONE HOUR ✓ 335.00 100.000 C ONE HOUR ✓ 394.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 0.000 144.000 From B 0.000 0.000 335.000 C 394.000 0.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.00 1.00 From B 0.00 0.00 1.00 C 1.00 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 299.76 0.00 552.69 0.545 0.81 1.16 14.149 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 365.72 0.00 547.91 0.673 1.16 1.94 19.414 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 368.62 0.00 547.91 0.673 1.94 2.00 20.009 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 304.19 0.00 552.69 0.545 2.00 1.24 14.658 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 252.21 63.05 253.76 0.00 556.15 0.453 1.24 0.85 11.968 B C-A 296.62 74.16 296.62 0.00 ------C-B 0.00 0.00 0.00 0.00 682.23 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 108.41 27.10 108.41 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 11.39 0.76 11.603 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 16.51 1.10 14.149 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 26.77 1.78 19.414 C B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 29.60 1.97 20.009 C C C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

C-B 0.00 0.00 0.000 Generated on 07/09/2012A 11:11:42 using ARCADYA 8 (8.0.0.296) A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 13.35 0.89 11.968 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Queue Variation results: (17:45-18:00) 7

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd Grange Street Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:11:24

« (Default Analysis Set) - 2026, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 + Dev, AM" model duration: 07:45 - 09:15 "D2 - 2026 + Dev, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM " model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 11:11:18

File summary File Description

Title Shobnall Road/Grange Road Junction Location Burton-upon Trent Site Number Date 07/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 20.01 C

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Road West Major B Grange Street Minor C Shobnall Road East Major

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) C 12.00 0.00 ✓ 3.25 100.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 144.00 100.000 B ONE HOUR ✓ 335.00 100.000 C ONE HOUR ✓ 394.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 0.000 144.000 From B 0.000 0.000 335.000 C 394.000 0.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.00 1.00 From B 0.00 0.00 1.00 C 1.00 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 299.76 0.00 552.69 0.545 0.81 1.16 14.149 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 365.72 0.00 547.91 0.673 1.16 1.94 19.414 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 368.84 92.21 368.62 0.00 547.91 0.673 1.94 2.00 20.009 C C-A 433.80 108.45 433.80 0.00 ------C-B 0.00 0.00 0.00 0.00 672.12 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 158.55 39.64 158.55 0.00 ------

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 301.16 75.29 304.19 0.00 552.69 0.545 2.00 1.24 14.658 B C-A 354.20 88.55 354.20 0.00 ------C-B 0.00 0.00 0.00 0.00 677.99 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 129.45 32.36 129.45 0.00 ------

Main results: (18:00-18:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 252.21 63.05 253.76 0.00 556.15 0.453 1.24 0.85 11.968 B C-A 296.62 74.16 296.62 0.00 ------C-B 0.00 0.00 0.00 0.00 682.23 0.000 0.00 0.00 0.000 A A-B 0.00 0.00 0.00 0.00 ------A-C 108.41 27.10 108.41 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 11.39 0.76 11.603 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 16.51 1.10 14.149 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 26.77 1.78 19.414 C B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 29.60 1.97 20.009 C C C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 19.77 1.32 14.658 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 13.35 0.89 11.968 B B C-A - - - - - C-B 0.00 0.00 0.000 A A A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B-AC 2.00 0.00 0.00 0.00 3.00 N/A N/A C-A ------Percentiles could not be calculated. This Generated on 07/09/2012 11:11:42 using ARCADY 8 (8.0.0.296) C-B 0.00 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. A-B ------A-C ------

Queue Variation results: (17:45-18:00)

Queue Variation results: (18:00-18:15)

8 Generated on 06/09/2012 17:11:23 using ARCADY 8 (8.0.0.296)

Filename: Shobnall Rd Shobnall St Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:11:06

« (Default Analysis Set) - 2026 Dev, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2026 Dev Stream 0.00 ? 0.00 0.00 A 0.00 ? 0.00 0.00 A B-AC Stream 0.24 ? 6.54 0.12 A 0.14 ? 5.05 0.08 A C-AB Stream - - - - - 6.54 A - - - - - 5.05 A C-A Stream ------A-B Stream ------A-C

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 Dev, AM " model duration: 07:45 - 09:15 "D2 - 2026 Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 06/09/2012 17:11:01

File summary File Description

Title Shobnall Rd/Shobnall St Location Burton upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay 1 Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 Dev, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.54 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Rd West Major B Shobnall Street Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts Slope Slope Slope Slope Intercept Junction Stream for for for for (PCU/hr) A-B A-C C-A C-B 1 B-A 439.579 0.080 0.202 0.127 0.289 1 B-C 573.963 0.088 0.222 - - 1 C-B 631.874 0.245 0.245 - - The slopes and intercepts shown above do NOT include any corrections or adjustments. Streams may be combined, in which case capacity will be adjusted. Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 708.00 100.000 B ONE HOUR ✓ 0.00 100.000 C ONE HOUR ✓ 270.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 314.000 394.000 From B 0.000 0.000 0.000 C 227.000 43.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.44 0.56 From B 0.33 0.33 0.33 C 0.84 0.16 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Queueing Delay (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 C-AB 0.12 6.54 0.24 ? A 59.80 89.70 15.36 10.27 0.17 15.36 10.27 C-A - - - - - 187.96 281.93 - - - - - A-B - - - - - 288.13 432.20 - - - - - A-C - - - - - 361.54 542.31 - - - - -

Main Results for each time segment

Main results: (07:45-08:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 393.13 0.000 0.00 0.00 0.000 A C-AB 44.09 11.02 43.64 0.00 623.67 0.071 0.00 0.11 6.205 A C-A 159.18 39.79 159.18 0.00 ------A-B 236.40 59.10 236.40 0.00 ------A-C 296.62 74.16 296.62 0.00 ------

Main results: (08:00-08:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.27 0.000 0.00 0.00 0.000 A C-AB 56.61 14.15 56.44 0.00 624.52 0.091 0.11 0.16 6.341 A C-A 186.12 46.53 186.12 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (08:15-08:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.17 0.000 0.00 0.00 0.000 A C-AB 78.52 19.63 78.19 0.00 629.44 0.125 0.16 0.24 6.537 A C-A 218.76 54.69 218.76 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:30-08:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.12 0.000 0.00 0.00 0.000 A C-AB 78.62 19.65 78.61 0.00 629.57 0.125 0.24 0.24 6.544 A C-A 218.66 54.67 218.66 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:45-09:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.20 0.000 0.00 0.00 0.000 A C-AB 56.72 14.18 57.04 0.00 624.71 0.091 0.24 0.16 6.352 A C-A 186.00 46.50 186.00 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (09:00-09:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 393.02 0.000 0.00 0.00 0.000 A C-AB 44.25 11.06 44.43 0.00 623.81 0.071 0.16 0.12 6.220 A C-A 159.02 39.75 159.02 0.00 ------A-B 236.40 59.10 236.40 0.00 ------A-C 296.62 74.16 296.62 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.67 0.11 6.205 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.35 0.16 6.341 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:15-08:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.57 0.24 6.537 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:30-08:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.62 0.24 6.544 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:45-09:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.41 0.16 6.352 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (09:00-09:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.74 0.12 6.220 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Filename: Shobnall Rd Shobnall St Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:11:06

« (Default Analysis Set) - 2026 Dev, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 Dev, AM " model duration: 07:45 - 09:15 "D2 - 2026 Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 06/09/2012 17:11:01

File summary File Description

Title Shobnall Rd/Shobnall St Location Burton upon Trent Site Number Date 20/08/2012 Version Generated on 06/09/2012 17:11:23 using ARCADY 8 (8.0.0.296) Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 Dev, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.54 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Rd West Major B Shobnall Street Minor C Shobnall Road East Major

2 Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 708.00 100.000 B ONE HOUR ✓ 0.00 100.000 C ONE HOUR ✓ 270.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 314.000 394.000 From B 0.000 0.000 0.000 C 227.000 43.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.44 0.56 From B 0.33 0.33 0.33 C 0.84 0.16 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Queueing Delay (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 C-AB 0.12 6.54 0.24 ? A 59.80 89.70 15.36 10.27 0.17 15.36 10.27 C-A - - - - - 187.96 281.93 - - - - - A-B - - - - - 288.13 432.20 - - - - - A-C - - - - - 361.54 542.31 - - - - -

Main Results for each time segment

Main results: (07:45-08:00)

Main results: (08:00-08:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.27 0.000 0.00 0.00 0.000 A C-AB 56.61 14.15 56.44 0.00 624.52 0.091 0.11 0.16 6.341 A C-A 186.12 46.53 186.12 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (08:15-08:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.17 0.000 0.00 0.00 0.000 A C-AB 78.52 19.63 78.19 0.00 629.44 0.125 0.16 0.24 6.537 A C-A 218.76 54.69 218.76 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:30-08:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.12 0.000 0.00 0.00 0.000 A C-AB 78.62 19.65 78.61 0.00 629.57 0.125 0.24 0.24 6.544 A C-A 218.66 54.67 218.66 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:45-09:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.20 0.000 0.00 0.00 0.000 A C-AB 56.72 14.18 57.04 0.00 624.71 0.091 0.24 0.16 6.352 A C-A 186.00 46.50 186.00 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (09:00-09:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 393.02 0.000 0.00 0.00 0.000 A C-AB 44.25 11.06 44.43 0.00 623.81 0.071 0.16 0.12 6.220 A C-A 159.02 39.75 159.02 0.00 ------A-B 236.40 59.10 236.40 0.00 ------A-C 296.62 74.16 296.62 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.67 0.11 6.205 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.35 0.16 6.341 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:15-08:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.57 0.24 6.537 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:30-08:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.62 0.24 6.544 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:45-09:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.41 0.16 6.352 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (09:00-09:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.74 0.12 6.220 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Filename: Shobnall Rd Shobnall St Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:11:06

« (Default Analysis Set) - 2026 Dev, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 Dev, AM " model duration: 07:45 - 09:15 "D2 - 2026 Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 06/09/2012 17:11:01

File summary File Description

Title Shobnall Rd/Shobnall St Location Burton upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 Dev, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.54 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arms Generated on 06/09/2012 17:11:23 using ARCADY 8 (8.0.0.296) Arm Name Description Arm Type A Shobnall Rd West Major B Shobnall Street Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 708.00 100.000 B ONE HOUR ✓ 0.00 100.000 C ONE HOUR ✓ 270.00 100.000

Turning Proportions 3 Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 314.000 394.000 From B 0.000 0.000 0.000 C 227.000 43.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.44 0.56 From B 0.33 0.33 0.33 C 0.84 0.16 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Queueing Delay (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 C-AB 0.12 6.54 0.24 ? A 59.80 89.70 15.36 10.27 0.17 15.36 10.27 C-A - - - - - 187.96 281.93 - - - - - A-B - - - - - 288.13 432.20 - - - - - A-C - - - - - 361.54 542.31 - - - - -

Main Results for each time segment

Main results: (07:45-08:00)

Main results: (08:00-08:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.27 0.000 0.00 0.00 0.000 A C-AB 56.61 14.15 56.44 0.00 624.52 0.091 0.11 0.16 6.341 A C-A 186.12 46.53 186.12 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (08:15-08:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.17 0.000 0.00 0.00 0.000 A C-AB 78.52 19.63 78.19 0.00 629.44 0.125 0.16 0.24 6.537 A C-A 218.76 54.69 218.76 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:30-08:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.12 0.000 0.00 0.00 0.000 A C-AB 78.62 19.65 78.61 0.00 629.57 0.125 0.24 0.24 6.544 A C-A 218.66 54.67 218.66 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:45-09:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.20 0.000 0.00 0.00 0.000 A C-AB 56.72 14.18 57.04 0.00 624.71 0.091 0.24 0.16 6.352 A C-A 186.00 46.50 186.00 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (09:00-09:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 393.02 0.000 0.00 0.00 0.000 A C-AB 44.25 11.06 44.43 0.00 623.81 0.071 0.16 0.12 6.220 A C-A 159.02 39.75 159.02 0.00 ------A-B 236.40 59.10 236.40 0.00 ------A-C 296.62 74.16 296.62 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.67 0.11 6.205 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.35 0.16 6.341 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:15-08:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.57 0.24 6.537 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:30-08:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.62 0.24 6.544 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:45-09:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.41 0.16 6.352 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (09:00-09:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.74 0.12 6.220 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Filename: Shobnall Rd Shobnall St Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:11:06

« (Default Analysis Set) - 2026 Dev, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 Dev, AM " model duration: 07:45 - 09:15 "D2 - 2026 Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 06/09/2012 17:11:01

File summary File Description

Title Shobnall Rd/Shobnall St Location Burton upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 Dev, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.54 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Rd West Major B Shobnall Street Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 708.00 100.000 B ONE HOUR ✓ 0.00 100.000 Generated on 06/09/2012 17:11:23 using ARCADY 8 (8.0.0.296) C ONE HOUR ✓ 270.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 314.000 394.000 From B 0.000 0.000 0.000 C 227.000 43.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.44 0.56 From B 0.33 0.33 0.33 C 0.84 0.16 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Queueing Delay (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 C-AB 0.12 6.54 0.24 ? A 59.80 89.70 15.36 10.27 0.17 15.36 10.27 C-A - - - - - 187.96 281.93 - - - - - A-B - - - - - 288.13 432.20 - - - - - A-C - - - - - 361.54 542.31 - - - - -

Main Results for each time segment

Main results: (07:45-08:00) 4 Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 393.13 0.000 0.00 0.00 0.000 A C-AB 44.09 11.02 43.64 0.00 623.67 0.071 0.00 0.11 6.205 A C-A 159.18 39.79 159.18 0.00 ------A-B 236.40 59.10 236.40 0.00 ------A-C 296.62 74.16 296.62 0.00 ------

Main results: (08:00-08:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.27 0.000 0.00 0.00 0.000 A C-AB 56.61 14.15 56.44 0.00 624.52 0.091 0.11 0.16 6.341 A C-A 186.12 46.53 186.12 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (08:15-08:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.17 0.000 0.00 0.00 0.000 A C-AB 78.52 19.63 78.19 0.00 629.44 0.125 0.16 0.24 6.537 A C-A 218.76 54.69 218.76 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:30-08:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.12 0.000 0.00 0.00 0.000 A C-AB 78.62 19.65 78.61 0.00 629.57 0.125 0.24 0.24 6.544 A C-A 218.66 54.67 218.66 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:45-09:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.20 0.000 0.00 0.00 0.000 A C-AB 56.72 14.18 57.04 0.00 624.71 0.091 0.24 0.16 6.352 A C-A 186.00 46.50 186.00 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (09:00-09:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 393.02 0.000 0.00 0.00 0.000 A C-AB 44.25 11.06 44.43 0.00 623.81 0.071 0.16 0.12 6.220 A C-A 159.02 39.75 159.02 0.00 ------A-B 236.40 59.10 236.40 0.00 ------A-C 296.62 74.16 296.62 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.67 0.11 6.205 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.35 0.16 6.341 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:15-08:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.57 0.24 6.537 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:30-08:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.62 0.24 6.544 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:45-09:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.41 0.16 6.352 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (09:00-09:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.74 0.12 6.220 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Filename: Shobnall Rd Shobnall St Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:11:06

« (Default Analysis Set) - 2026 Dev, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 Dev, AM " model duration: 07:45 - 09:15 "D2 - 2026 Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 06/09/2012 17:11:01

File summary File Description

Title Shobnall Rd/Shobnall St Location Burton upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 Dev, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.54 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Rd West Major B Shobnall Street Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 708.00 100.000 B ONE HOUR ✓ 0.00 100.000 C ONE HOUR ✓ 270.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 314.000 394.000 From B 0.000 0.000 0.000 C 227.000 43.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.44 0.56 From B 0.33 0.33 0.33 C 0.84 0.16 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Queueing Delay (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 C-AB 0.12 6.54 0.24 ? A 59.80 89.70 15.36 10.27 0.17 15.36 10.27 C-A - - - - - 187.96 281.93 - - - - - A-B - - - - - 288.13 432.20 - - - - - A-C - - - - - 361.54 542.31 - - - - -

Generated on 06/09/2012 17:11:23 using ARCADY 8 (8.0.0.296)

Main Results for each time segment

Main results: (07:45-08:00)

Main results: (08:00-08:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.27 0.000 0.00 0.00 0.000 A C-AB 56.61 14.15 56.44 0.00 624.52 0.091 0.11 0.16 6.341 A C-A 186.12 46.53 186.12 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (08:15-08:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.17 0.000 0.00 0.00 0.000 A C-AB 78.52 19.63 78.19 0.00 629.44 0.125 0.16 0.24 6.537 A C-A 218.76 54.69 218.76 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:30-08:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.12 0.000 0.00 0.00 0.000 A C-AB 78.62 19.65 78.61 0.00 629.57 0.125 0.24 0.24 6.544 A C-A 218.66 54.67 218.66 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:45-09:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.20 0.000 0.00 0.00 0.000 A C-AB 56.72 14.18 57.04 0.00 624.71 0.091 0.24 0.16 6.352 A C-A 186.00 46.50 186.00 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (09:00-09:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 393.02 0.000 0.00 0.00 0.000 A C-AB 44.25 11.06 44.43 0.00 623.81 0.071 0.16 0.12 6.220 A C-A 159.02 39.75 159.02 0.00 ------A-B 236.40 59.10 236.40 0.00 ------A-C 296.62 74.16 296.62 0.00 ------

Queueing Delay Results for each time segment

5 Queueing Delay results: (07:45-08:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.67 0.11 6.205 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.35 0.16 6.341 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:15-08:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.57 0.24 6.537 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:30-08:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.62 0.24 6.544 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:45-09:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.41 0.16 6.352 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (09:00-09:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.74 0.12 6.220 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Filename: Shobnall Rd Shobnall St Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:11:06

« (Default Analysis Set) - 2026 Dev, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 Dev, AM " model duration: 07:45 - 09:15 "D2 - 2026 Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 06/09/2012 17:11:01

File summary File Description

Title Shobnall Rd/Shobnall St Location Burton upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 Dev, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.54 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Rd West Major B Shobnall Street Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 708.00 100.000 B ONE HOUR ✓ 0.00 100.000 C ONE HOUR ✓ 270.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 314.000 394.000 From B 0.000 0.000 0.000 C 227.000 43.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.44 0.56 From B 0.33 0.33 0.33 C 0.84 0.16 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Queueing Delay (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 C-AB 0.12 6.54 0.24 ? A 59.80 89.70 15.36 10.27 0.17 15.36 10.27 C-A - - - - - 187.96 281.93 - - - - - A-B - - - - - 288.13 432.20 - - - - - A-C - - - - - 361.54 542.31 - - - - -

Main Results for each time segment

Main results: (07:45-08:00)

Main results: (08:00-08:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.27 0.000 0.00 0.00 0.000 A C-AB 56.61 14.15 56.44 0.00 624.52 0.091 0.11 0.16 6.341 A C-A 186.12 46.53 186.12 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (08:15-08:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.17 0.000 0.00 0.00 0.000 A C-AB 78.52 19.63 78.19 0.00 629.44 0.125 0.16 0.24 6.537 A C-A 218.76 54.69 218.76 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:30-08:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.12 0.000 0.00 0.00 0.000 A C-AB 78.62 19.65 78.61 0.00 629.57 0.125 0.24 0.24 6.544 A C-A 218.66 54.67 218.66 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:45-09:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.20 0.000 0.00 0.00 0.000 A C-AB 56.72 14.18 57.04 0.00 624.71 0.091 0.24 0.16 6.352 A C-A 186.00 46.50 186.00 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (09:00-09:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 393.02 0.000 0.00 0.00 0.000 A C-AB 44.25 11.06 44.43 0.00 623.81 0.071 0.16 0.12 6.220 A C-A 159.02 39.75 159.02 0.00 ------A-B 236.40 59.10 236.40 0.00 - Generated- on 06/09/2012- 17:11:23 using- ARCADY- 8 (8.0.0.296)- A-C 296.62 74.16 296.62 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.67 0.11 6.205 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.35 0.16 6.341 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:15-08:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.57 0.24 6.537 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:30-08:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.62 0.24 6.544 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:45-09:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.41 0.16 6.352 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (09:00-09:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.74 0.12 6.220 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

6 Queue Variation results: (07:45-08:00)

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Filename: Shobnall Rd Shobnall St Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:11:06

« (Default Analysis Set) - 2026 Dev, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 Dev, AM " model duration: 07:45 - 09:15 "D2 - 2026 Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 06/09/2012 17:11:01

File summary File Description

Title Shobnall Rd/Shobnall St Location Burton upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 Dev, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.54 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Rd West Major B Shobnall Street Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 708.00 100.000 B ONE HOUR ✓ 0.00 100.000 C ONE HOUR ✓ 270.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 314.000 394.000 From B 0.000 0.000 0.000 C 227.000 43.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.44 0.56 From B 0.33 0.33 0.33 C 0.84 0.16 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Queueing Delay (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 C-AB 0.12 6.54 0.24 ? A 59.80 89.70 15.36 10.27 0.17 15.36 10.27 C-A - - - - - 187.96 281.93 - - - - - A-B - - - - - 288.13 432.20 - - - - - A-C - - - - - 361.54 542.31 - - - - -

Main Results for each time segment

Main results: (07:45-08:00)

Main results: (08:00-08:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.27 0.000 0.00 0.00 0.000 A C-AB 56.61 14.15 56.44 0.00 624.52 0.091 0.11 0.16 6.341 A C-A 186.12 46.53 186.12 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (08:15-08:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.17 0.000 0.00 0.00 0.000 A C-AB 78.52 19.63 78.19 0.00 629.44 0.125 0.16 0.24 6.537 A C-A 218.76 54.69 218.76 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:30-08:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.12 0.000 0.00 0.00 0.000 A C-AB 78.62 19.65 78.61 0.00 629.57 0.125 0.24 0.24 6.544 A C-A 218.66 54.67 218.66 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:45-09:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.20 0.000 0.00 0.00 0.000 A C-AB 56.72 14.18 57.04 0.00 624.71 0.091 0.24 0.16 6.352 A C-A 186.00 46.50 186.00 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (09:00-09:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 393.02 0.000 0.00 0.00 0.000 A C-AB 44.25 11.06 44.43 0.00 623.81 0.071 0.16 0.12 6.220 A C-A 159.02 39.75 159.02 0.00 ------A-B 236.40 59.10 236.40 0.00 ------A-C 296.62 74.16 296.62 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.67 0.11 6.205 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.35 0.16 6.341 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:15-08:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.57 0.24 6.537 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:30-08:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.62 0.24 6.544 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:45-09:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.41 0.16 6.352 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (09:00-09:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.74 0.12 6.220 A A C-A - - - - - A-B - - - Generated on 06/09/2012- 17:11:23 using ARCADY- 8 (8.0.0.296) A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15) 7

Filename: Shobnall Rd Shobnall St Junction.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:11:06

« (Default Analysis Set) - 2026 Dev, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2026 Dev, AM " model duration: 07:45 - 09:15 "D2 - 2026 Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 06/09/2012 17:11:01

File summary File Description

Title Shobnall Rd/Shobnall St Location Burton upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 Dev, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) T-Junction Two-way A,B,C 6.54 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Shobnall Rd West Major B Shobnall Street Minor C Shobnall Road East Major

Major Arm Geometry

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 708.00 100.000 B ONE HOUR ✓ 0.00 100.000 C ONE HOUR ✓ 270.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C A 0.000 314.000 394.000 From B 0.000 0.000 0.000 C 227.000 43.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C A 0.00 0.44 0.56 From B 0.33 0.33 0.33 C 0.84 0.16 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C A 1.000 1.000 1.000 From B 1.000 1.000 1.000 C 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C A 0.000 0.000 0.000 From B 0.000 0.000 0.000 C 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Inclusive Total Total Rate Of Max Max Max 95th Average Average Total Max Max Junction Queueing Queueing Inclusive Average Stream Delay Queue percentile Demand Queueing Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Queueing Delay (s) (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) Delay (PCU- (PCU) min) min/min) min) B-AC 0.00 0.00 0.00 ? A 0.00 0.00 0.00 0.00 0.00 0.00 9999999999.00 C-AB 0.12 6.54 0.24 ? A 59.80 89.70 15.36 10.27 0.17 15.36 10.27 C-A - - - - - 187.96 281.93 - - - - - A-B - - - - - 288.13 432.20 - - - - - A-C - - - - - 361.54 542.31 - - - - -

Main Results for each time segment

Main results: (07:45-08:00)

Main results: (08:00-08:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.27 0.000 0.00 0.00 0.000 A C-AB 56.61 14.15 56.44 0.00 624.52 0.091 0.11 0.16 6.341 A C-A 186.12 46.53 186.12 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (08:15-08:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.17 0.000 0.00 0.00 0.000 A C-AB 78.52 19.63 78.19 0.00 629.44 0.125 0.16 0.24 6.537 A C-A 218.76 54.69 218.76 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:30-08:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 343.12 0.000 0.00 0.00 0.000 A C-AB 78.62 19.65 78.61 0.00 629.57 0.125 0.24 0.24 6.544 A C-A 218.66 54.67 218.66 0.00 ------A-B 345.72 86.43 345.72 0.00 ------A-C 433.80 108.45 433.80 0.00 ------

Main results: (08:45-09:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 372.20 0.000 0.00 0.00 0.000 A C-AB 56.72 14.18 57.04 0.00 624.71 0.091 0.24 0.16 6.352 A C-A 186.00 46.50 186.00 0.00 ------A-B 282.28 70.57 282.28 0.00 ------A-C 354.20 88.55 354.20 0.00 ------

Main results: (09:00-09:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B-AC 0.00 0.00 0.00 0.00 393.02 0.000 0.00 0.00 0.000 A C-AB 44.25 11.06 44.43 0.00 623.81 0.071 0.16 0.12 6.220 A C-A 159.02 39.75 159.02 0.00 ------A-B 236.40 59.10 236.40 0.00 ------A-C 296.62 74.16 296.62 0.00 ------

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.67 0.11 6.205 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.35 0.16 6.341 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:15-08:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.57 0.24 6.537 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:30-08:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 3.62 0.24 6.544 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (08:45-09:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 2.41 0.16 6.352 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queueing Delay results: (09:00-09:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B-AC 0.00 0.00 0.000 A A C-AB 1.74 0.12 6.220 A A C-A - - - - - A-B - - - - - A-C - - - - -

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

8 Generated on 06/09/2012 17:09:56 using ARCADY 8 (8.0.0.296)

Filename: Shobnall Rd J1 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:09:25

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% 95% Queue Delay Junction Junction Queue Delay Junction Junction Queue RFC LOS Queue RFC LOS (PCU) (s) Delay (s) LOS (PCU) (s) Delay (s) LOS (PCU) (PCU) A1 - 2016 Arm 1.99 3.00 7.00 0.67 A 1.53 1.00 6.36 0.61 A 1 Arm 0.68 1.00 3.15 0.41 A 0.90 ? 3.46 0.47 A 2 5.13 A 5.57 A Arm 0.00 ? 0.00 0.00 A 0.01 ? 6.15 0.01 A 3 Arm 0.51 1.00 4.27 0.34 A 1.34 1.00 7.57 0.57 A 4 A1 - 2016 + Dev Arm 2.18 3.00 7.47 0.69 A 1.56 1.00 6.44 0.61 A 1 Arm 0.70 1.00 3.18 0.41 A 0.99 ? 3.62 0.50 A 2 5.38 A 5.76 A Arm 0.00 ? 0.00 0.00 A 0.01 ? 6.42 0.01 A 3 Arm 0.52 1.00 4.31 0.34 A 1.44 1.00 8.10 0.59 A 4 A1 - 2026 Arm 2.41 3.00 8.02 0.71 A 1.76 2.00 6.98 0.64 A 1 Arm 0.77 1.00 3.33 0.43 A 0.99 ? 3.65 0.50 A 2 5.71 A 6.10 A Arm 0.00 ? 0.00 0.00 A 0.01 ? 6.49 0.01 A 3 Arm 0.57 1.00 4.50 0.37 A 1.57 1.00 8.48 0.61 A 4 A1 - 2026 + Dev Arm 2.65 4.00 8.61 0.73 A 1.80 2.00 7.08 0.65 A 1 Arm 0.78 1.00 3.36 0.44 A 1.09 ? 3.83 0.52 A 2 6.02 A 6.34 A Arm 0.00 ? 0.00 0.00 A 0.01 ? 6.78 0.01 A 3 Arm 0.58 1.00 4.54 0.37 A 1.70 1.00 9.14 0.63 A 4 1

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM" model duration: 07:45 - 09:15 "D2 - 2016, PM" model duration: 16:45 - 18:15 "D10 - 2026 + Dev, PM " model duration: 16:45 - 18:15 "D9 - 2026 + Dev, AM" model duration: 07:45 - 09:15 "D5 - 2026, AM" model duration: 07:45 - 09:15 "D6 - 2026, PM" model duration: 16:45 - 18:15 "D8 - 2016 + Dev, PM" model duration: 16:45 - 18:15 "D7 - 2016 + Dev, AM" model duration: 07:45 - 09:15

Run using ARCADY 8.0.0.296 at 06/09/2012 17:08:57

File summary File Description

Title West Shobnall Roundabout Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 6.34 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Bass's Cottages 3 Shobnall Road East 4 Parkway

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 3.00 8.00 25.00 21.00 40.00 65.00 2 7.00 7.00 0.00 35.00 40.00 30.00 3 3.00 6.00 7.00 8.00 40.00 25.00 4 3.00 8.00 27.00 4.00 40.00 20.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Arm Enter slope and intercept directly Entered slope Entered intercept (PCU/hr) Final Slope Final Intercept (PCU/hr) 1 (calculated) (calculated) 0.589 1614.457 2 (calculated) (calculated) 0.741 2165.450 3 (calculated) (calculated) 0.529 1219.944 4 (calculated) (calculated) 0.565 1560.960 The slope and intercept shown above include any corrections and adjustments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) 1 ONE HOUR ✓ 839.00 100.000 2 ONE HOUR ✓ 935.00 100.000 3 ONE HOUR ✓ 5.00 100.000 4 ONE HOUR ✓ 616.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To 1 2 3 4 1 9.000 601.000 1.000 228.000 From 2 774.000 0.000 0.000 161.000 3 0.000 3.000 0.000 2.000 4 337.000 277.000 0.000 2.000

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.01 0.72 0.00 0.27 From 2 0.83 0.00 0.00 0.17 3 0.00 0.60 0.00 0.40 4 0.55 0.45 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.65 7.08 1.80 2.00 A 769.88 1154.82 106.32 5.52 1.18 106.33 5.52 2 0.52 3.83 1.09 ? A 857.97 1286.96 69.76 3.25 0.78 69.76 3.25 3 0.01 6.78 0.01 ? A 4.59 6.88 0.66 5.77 0.01 0.66 5.77 4 0.63 9.14 1.70 1.00 A 565.25 847.88 94.84 6.71 1.05 94.85 6.71

Main Results for each time segment

Main results: (16:45-17:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 631.64 157.91 628.72 840.10 211.20 0.00 1490.10 1428.06 0.424 0.00 0.73 4.165 A 2 703.92 175.98 701.81 660.08 179.85 0.00 2032.15 1863.58 0.346 0.00 0.53 2.701 A 3 3.76 0.94 3.74 0.75 880.91 0.00 753.84 19.28 0.005 0.00 0.00 4.799 A 4 463.76 115.94 461.35 294.70 589.95 0.00 1227.36 673.41 0.378 0.00 0.60 4.686 A

Main results: (17:00-17:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 752.97 1005.56 252.97 0.00 1465.51 1428.06 0.515 0.73 1.05 5.043 A 2 840.55 210.14 839.79 790.55 215.39 0.00 2005.81 1863.58 0.419 0.53 0.72 3.086 A 3 4.49 1.12 4.49 0.90 1054.28 0.00 662.10 19.28 0.007 0.00 0.01 5.473 A 4 553.77 138.44 552.58 352.82 705.95 0.00 1161.77 673.41 0.477 0.60 0.90 5.897 A

Main results: (17:15-17:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 920.84 1230.19 309.07 0.00 1432.48 1428.06 0.645 1.05 1.78 6.995 A 2 1029.45 257.36 1027.98 966.50 263.41 0.00 1970.22 1863.58 0.523 0.72 1.08 3.813 A 3 5.51 1.38 5.49 1.10 1290.29 0.00 537.22 19.28 0.010 0.01 0.01 6.769 A 4 678.23 169.56 675.12 431.64 864.15 0.00 1072.31 673.41 0.632 0.90 1.68 8.993 A

Main results: (17:30-17:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 923.67 1233.07 310.44 0.00 1431.67 1428.06 0.645 1.78 1.80 7.084 A 2 1029.45 257.36 1029.43 969.90 264.22 0.00 1969.62 1863.58 0.523 1.08 1.09 3.828 A 3 5.51 1.38 5.50 1.10 1292.55 0.00 536.03 19.28 0.010 0.01 0.01 6.784 A 4 678.23 169.56 678.13 432.67 865.38 0.00 1071.61 673.41 0.633 1.68 1.70 9.143 A

Main results: (17:45-18:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 757.14 1009.79 254.93 0.00 1464.36 1428.06 0.515 1.80 1.07 5.112 A 2 840.55 210.14 842.00 795.48 216.59 0.00 2004.92 1863.58 0.419 1.09 0.73 3.101 A 3 4.49 1.12 4.51 0.90 1057.69 0.00 660.30 19.28 0.007 0.01 0.01 5.491 A 4 553.77 138.44 556.88 354.35 707.84 0.00 1160.70 673.41 0.477 1.70 0.92 5.991 A

Main results: (18:00-18:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 631.64 157.91 632.97 844.53 212.87 0.00 1489.12 1428.06 0.424 1.07 0.74 4.212 A 2 703.92 175.98 704.69 664.78 181.07 0.00 2031.25 1863.58 0.347 0.73 0.53 2.716 A 3 3.76 0.94 3.77 0.75 885.00 0.00 751.67 19.28 0.005 0.01 0.01 4.813 A 4 463.76 115.94 465.00 296.37 592.40 0.00 1225.98 673.41 0.378 0.92 0.61 4.739 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 10.62 0.71 4.165 A A 2 7.76 0.52 2.701 A A 3 0.07 0.00 4.799 A A 4 8.76 0.58 4.686 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 15.30 1.02 5.043 A A 2 10.58 0.71 3.086 A A 3 0.10 0.01 5.473 A A 4 13.09 0.87 5.897 A A

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 25.46 1.70 6.995 A A 2 15.88 1.06 3.813 A A 3 0.15 0.01 6.769 A A 4 23.79 1.59 8.993 A A

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 26.86 1.79 7.084 A A 2 16.32 1.09 3.828 A A 3 0.15 0.01 6.784 A A 4 25.37 1.69 9.143 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 16.67 1.11 5.112 A A 2 11.11 0.74 3.101 A A 3 0.11 0.01 5.491 A A 4 14.39 0.96 5.991 A A

Queueing Delay results: (18:00-18:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 11.41 0.76 4.212 A A 2 8.12 0.54 2.716 A A 3 0.08 0.01 4.813 A A 4 9.44 0.63 4.739 A A

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.73 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.53 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.00 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker 1 1.05 0.00 0.00 1.00 2.00 N/A N/A Percentiles could not be calculated. This 2 0.72 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.90 0.00 0.00 1.00 1.00 N/A N/A

Queue Variation results: (17:15-17:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.78 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.08 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.68 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.80 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.09 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.70 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.73 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 1.00 1.00 N/A N/A

Queue Variation results: (18:00-18:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker 1 0.74 0.00 0.00 1.00 1.00 N/A N/A Percentiles could not be calculated. This 2 0.53 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.61 0.00 0.00 0.00 1.00 N/A N/A

Filename: Shobnall Rd J1 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:09:25

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% 95% Queue Delay Junction Junction Queue Delay Junction Junction Queue RFC LOS Queue RFC LOS (PCU) (s) Delay (s) LOS (PCU) (s) Delay (s) LOS (PCU) (PCU) A1 - 2016 Arm 1.99 3.00 7.00 0.67 A 1.53 1.00 6.36 0.61 A 1 Arm 0.68 1.00 3.15 0.41 A 0.90 ? 3.46 0.47 A 2 5.13 A 5.57 A Arm 0.00 ? 0.00 0.00 A 0.01 ? 6.15 0.01 A 3 Arm 0.51 1.00 4.27 0.34 A 1.34 1.00 7.57 0.57 A 4 A1 - 2016 + Dev Arm 2.18 3.00 7.47 0.69 A 1.56 1.00 6.44 0.61 A 1 Arm 0.70 1.00 3.18 0.41 A 0.99 ? 3.62 0.50 A 2 5.38 A 5.76 A Arm 0.00 ? 0.00 0.00 A 0.01 ? 6.42 0.01 A 3 Arm 0.52 1.00 4.31 0.34 A 1.44 1.00 8.10 0.59 A 4 A1 - 2026 Arm 2.41 3.00 8.02 0.71 A 1.76 2.00 6.98 0.64 A 1 Arm 0.77 1.00 3.33 0.43 A 0.99 ? 3.65 0.50 A 2 5.71 A 6.10 A Arm 0.00 ? 0.00 0.00 A 0.01 ? 6.49 0.01 A 3 Arm 0.57 1.00 4.50 0.37 A 1.57 1.00 8.48 0.61 A 4 Generated on 06/09/2012 17:09:56 using ARCADY 8 (8.0.0.296) A1 - 2026 + Dev Arm 2.65 4.00 8.61 0.73 A 1.80 2.00 7.08 0.65 A 1 Arm 0.78 1.00 3.36 0.44 A 1.09 ? 3.83 0.52 A 2 6.02 A 6.34 A Arm 0.00 ? 0.00 0.00 A 0.01 ? 6.78 0.01 A 3 Arm 0.58 1.00 4.54 0.37 A 1.70 1.00 9.14 0.63 A 4

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 17:08:57

File summary File Description

Title West Shobnall Roundabout Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Model Results Model Model Time Single Time Traffic Time For Scenario Start Finish Segment Time Run Use Name Period Description Profile Period Central Locked Relationship 2 Name Time Time Length Segment Automatically Relationship Name Type Length Hour (HH:mm) (HH:mm) (min) Only (min) Only 2026 + 2026 + ONE PM 16:45 18:15 90 15 ✓ Dev, Dev HOUR PM

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 6.34 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Bass's Cottages 3 Shobnall Road East 4 Parkway

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.01 0.72 0.00 0.27 From 2 0.83 0.00 0.00 0.17 3 0.00 0.60 0.00 0.40 4 0.55 0.45 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 752.97 1005.56 252.97 0.00 1465.51 1428.06 0.515 0.73 1.05 5.043 A 2 840.55 210.14 839.79 790.55 215.39 0.00 2005.81 1863.58 0.419 0.53 0.72 3.086 A 3 4.49 1.12 4.49 0.90 1054.28 0.00 662.10 19.28 0.007 0.00 0.01 5.473 A 4 553.77 138.44 552.58 352.82 705.95 0.00 1161.77 673.41 0.477 0.60 0.90 5.897 A

Main results: (17:15-17:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 920.84 1230.19 309.07 0.00 1432.48 1428.06 0.645 1.05 1.78 6.995 A 2 1029.45 257.36 1027.98 966.50 263.41 0.00 1970.22 1863.58 0.523 0.72 1.08 3.813 A 3 5.51 1.38 5.49 1.10 1290.29 0.00 537.22 19.28 0.010 0.01 0.01 6.769 A 4 678.23 169.56 675.12 431.64 864.15 0.00 1072.31 673.41 0.632 0.90 1.68 8.993 A

Main results: (17:30-17:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 923.67 1233.07 310.44 0.00 1431.67 1428.06 0.645 1.78 1.80 7.084 A 2 1029.45 257.36 1029.43 969.90 264.22 0.00 1969.62 1863.58 0.523 1.08 1.09 3.828 A 3 5.51 1.38 5.50 1.10 1292.55 0.00 536.03 19.28 0.010 0.01 0.01 6.784 A 4 678.23 169.56 678.13 432.67 865.38 0.00 1071.61 673.41 0.633 1.68 1.70 9.143 A

Main results: (17:45-18:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 757.14 1009.79 254.93 0.00 1464.36 1428.06 0.515 1.80 1.07 5.112 A 2 840.55 210.14 842.00 795.48 216.59 0.00 2004.92 1863.58 0.419 1.09 0.73 3.101 A 3 4.49 1.12 4.51 0.90 1057.69 0.00 660.30 19.28 0.007 0.01 0.01 5.491 A 4 553.77 138.44 556.88 354.35 707.84 0.00 1160.70 673.41 0.477 1.70 0.92 5.991 A

Main results: (18:00-18:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 631.64 157.91 632.97 844.53 212.87 0.00 1489.12 1428.06 0.424 1.07 0.74 4.212 A 2 703.92 175.98 704.69 664.78 181.07 0.00 2031.25 1863.58 0.347 0.73 0.53 2.716 A 3 3.76 0.94 3.77 0.75 885.00 0.00 751.67 19.28 0.005 0.01 0.01 4.813 A 4 463.76 115.94 465.00 296.37 592.40 0.00 1225.98 673.41 0.378 0.92 0.61 4.739 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Delay results: (17:15-17:30)

Queueing Delay results: (17:30-17:45)

Queueing Delay results: (17:45-18:00)

Queueing Delay results: (18:00-18:15)

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.78 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.08 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.68 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.80 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.09 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.70 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.73 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 1.00 1.00 N/A N/A

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd J1 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:09:25

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 17:08:57

File summary File Description

Title West Shobnall Roundabout Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 6.34 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Bass's Cottages 3 Shobnall Road East 4 Parkway

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity 3 Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.01 0.72 0.00 0.27 From 2 0.83 0.00 0.00 0.17 3 0.00 0.60 0.00 0.40 4 0.55 0.45 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 752.97 1005.56 252.97 0.00 1465.51 1428.06 0.515 0.73 1.05 5.043 A 2 840.55 210.14 839.79 790.55 215.39 0.00 2005.81 1863.58 0.419 0.53 0.72 3.086 A 3 4.49 1.12 4.49 0.90 1054.28 0.00 662.10 19.28 0.007 0.00 0.01 5.473 A 4 553.77 138.44 552.58 352.82 705.95 0.00 1161.77 673.41 0.477 0.60 0.90 5.897 A

Main results: (17:15-17:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 920.84 1230.19 309.07 0.00 1432.48 1428.06 0.645 1.05 1.78 6.995 A 2 1029.45 257.36 1027.98 966.50 263.41 0.00 1970.22 1863.58 0.523 0.72 1.08 3.813 A 3 5.51 1.38 5.49 1.10 1290.29 0.00 537.22 19.28 0.010 0.01 0.01 6.769 A 4 678.23 169.56 675.12 431.64 864.15 0.00 1072.31 673.41 0.632 0.90 1.68 8.993 A

Main results: (17:30-17:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 923.67 1233.07 310.44 0.00 1431.67 1428.06 0.645 1.78 1.80 7.084 A 2 1029.45 257.36 1029.43 969.90 264.22 0.00 1969.62 1863.58 0.523 1.08 1.09 3.828 A 3 5.51 1.38 5.50 1.10 1292.55 0.00 536.03 19.28 0.010 0.01 0.01 6.784 A 4 678.23 169.56 678.13 432.67 865.38 0.00 1071.61 673.41 0.633 1.68 1.70 9.143 A

Main results: (17:45-18:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 757.14 1009.79 254.93 0.00 1464.36 1428.06 0.515 1.80 1.07 5.112 A 2 840.55 210.14 842.00 795.48 216.59 0.00 2004.92 1863.58 0.419 1.09 0.73 3.101 A 3 4.49 1.12 4.51 0.90 1057.69 0.00 660.30 19.28 0.007 0.01 0.01 5.491 A 4 553.77 138.44 556.88 354.35 707.84 0.00 1160.70 673.41 0.477 1.70 0.92 5.991 A

Main results: (18:00-18:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 631.64 157.91 632.97 844.53 212.87 0.00 1489.12 1428.06 0.424 1.07 0.74 4.212 A 2 703.92 175.98 704.69 664.78 181.07 0.00 2031.25 1863.58 0.347 0.73 0.53 2.716 A 3 3.76 0.94 3.77 0.75 885.00 0.00 751.67 19.28 0.005 0.01 0.01 4.813 A 4 463.76 115.94 465.00 296.37 592.40 0.00 1225.98 673.41 0.378 0.92 0.61 4.739 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Delay results: (17:15-17:30)

Queueing Delay results: (17:30-17:45)

Queueing Delay results: (17:45-18:00)

Queueing Delay results: (18:00-18:15)

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.78 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.08 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.68 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.80 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.09 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.70 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.73 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 1.00 1.00 N/A N/A

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd J1 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:09:25

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 17:08:57

File summary File Description

Title West Shobnall Roundabout Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 6.34 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Bass's Cottages 3 Shobnall Road East 4 Parkway

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

Pedestrian Crossings

Arm Crossing Type 1 None 2 None Generated on 06/09/2012 17:09:56 using ARCADY 8 (8.0.0.296) 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.01 0.72 0.00 0.27 From 2 0.83 0.00 0.00 0.17 3 0.00 0.60 0.00 0.40 4 0.55 0.45 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) 4 To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 752.97 1005.56 252.97 0.00 1465.51 1428.06 0.515 0.73 1.05 5.043 A 2 840.55 210.14 839.79 790.55 215.39 0.00 2005.81 1863.58 0.419 0.53 0.72 3.086 A 3 4.49 1.12 4.49 0.90 1054.28 0.00 662.10 19.28 0.007 0.00 0.01 5.473 A 4 553.77 138.44 552.58 352.82 705.95 0.00 1161.77 673.41 0.477 0.60 0.90 5.897 A

Main results: (17:15-17:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 920.84 1230.19 309.07 0.00 1432.48 1428.06 0.645 1.05 1.78 6.995 A 2 1029.45 257.36 1027.98 966.50 263.41 0.00 1970.22 1863.58 0.523 0.72 1.08 3.813 A 3 5.51 1.38 5.49 1.10 1290.29 0.00 537.22 19.28 0.010 0.01 0.01 6.769 A 4 678.23 169.56 675.12 431.64 864.15 0.00 1072.31 673.41 0.632 0.90 1.68 8.993 A

Main results: (17:30-17:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 923.67 1233.07 310.44 0.00 1431.67 1428.06 0.645 1.78 1.80 7.084 A 2 1029.45 257.36 1029.43 969.90 264.22 0.00 1969.62 1863.58 0.523 1.08 1.09 3.828 A 3 5.51 1.38 5.50 1.10 1292.55 0.00 536.03 19.28 0.010 0.01 0.01 6.784 A 4 678.23 169.56 678.13 432.67 865.38 0.00 1071.61 673.41 0.633 1.68 1.70 9.143 A

Main results: (17:45-18:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 757.14 1009.79 254.93 0.00 1464.36 1428.06 0.515 1.80 1.07 5.112 A 2 840.55 210.14 842.00 795.48 216.59 0.00 2004.92 1863.58 0.419 1.09 0.73 3.101 A 3 4.49 1.12 4.51 0.90 1057.69 0.00 660.30 19.28 0.007 0.01 0.01 5.491 A 4 553.77 138.44 556.88 354.35 707.84 0.00 1160.70 673.41 0.477 1.70 0.92 5.991 A

Main results: (18:00-18:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 631.64 157.91 632.97 844.53 212.87 0.00 1489.12 1428.06 0.424 1.07 0.74 4.212 A 2 703.92 175.98 704.69 664.78 181.07 0.00 2031.25 1863.58 0.347 0.73 0.53 2.716 A 3 3.76 0.94 3.77 0.75 885.00 0.00 751.67 19.28 0.005 0.01 0.01 4.813 A 4 463.76 115.94 465.00 296.37 592.40 0.00 1225.98 673.41 0.378 0.92 0.61 4.739 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Delay results: (17:15-17:30)

Queueing Delay results: (17:30-17:45)

Queueing Delay results: (17:45-18:00)

Queueing Delay results: (18:00-18:15)

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.78 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.08 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.68 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.80 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.09 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.70 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.73 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 1.00 1.00 N/A N/A

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd J1 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:09:25

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 17:08:57

File summary File Description

Title West Shobnall Roundabout Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 6.34 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Bass's Cottages 3 Shobnall Road East 4 Parkway

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.01 0.72 0.00 0.27 From 2 0.83 0.00 0.00 0.17 3 0.00 0.60 0.00 0.40 4 0.55 0.45 0.00 0.00

Generated on 06/09/2012 17:09:56 using ARCADY 8 (8.0.0.296) Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 752.97 1005.56 252.97 0.00 1465.51 1428.06 0.515 0.73 1.05 5.043 A 2 840.55 210.14 839.79 790.55 215.39 0.00 2005.81 1863.58 0.419 0.53 0.72 3.086 A 3 4.49 1.12 4.49 0.90 1054.28 0.00 662.10 19.28 0.007 0.00 0.01 5.473 A 4 553.77 138.44 552.58 352.82 705.95 0.00 1161.77 673.41 0.477 0.60 0.90 5.897 A

Main results: (17:15-17:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 920.84 1230.19 309.07 0.00 1432.48 1428.06 0.645 1.05 1.78 6.995 A 5 2 1029.45 257.36 1027.98 966.50 263.41 0.00 1970.22 1863.58 0.523 0.72 1.08 3.813 A 3 5.51 1.38 5.49 1.10 1290.29 0.00 537.22 19.28 0.010 0.01 0.01 6.769 A 4 678.23 169.56 675.12 431.64 864.15 0.00 1072.31 673.41 0.632 0.90 1.68 8.993 A

Main results: (17:30-17:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 923.67 1233.07 310.44 0.00 1431.67 1428.06 0.645 1.78 1.80 7.084 A 2 1029.45 257.36 1029.43 969.90 264.22 0.00 1969.62 1863.58 0.523 1.08 1.09 3.828 A 3 5.51 1.38 5.50 1.10 1292.55 0.00 536.03 19.28 0.010 0.01 0.01 6.784 A 4 678.23 169.56 678.13 432.67 865.38 0.00 1071.61 673.41 0.633 1.68 1.70 9.143 A

Main results: (17:45-18:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 757.14 1009.79 254.93 0.00 1464.36 1428.06 0.515 1.80 1.07 5.112 A 2 840.55 210.14 842.00 795.48 216.59 0.00 2004.92 1863.58 0.419 1.09 0.73 3.101 A 3 4.49 1.12 4.51 0.90 1057.69 0.00 660.30 19.28 0.007 0.01 0.01 5.491 A 4 553.77 138.44 556.88 354.35 707.84 0.00 1160.70 673.41 0.477 1.70 0.92 5.991 A

Main results: (18:00-18:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 631.64 157.91 632.97 844.53 212.87 0.00 1489.12 1428.06 0.424 1.07 0.74 4.212 A 2 703.92 175.98 704.69 664.78 181.07 0.00 2031.25 1863.58 0.347 0.73 0.53 2.716 A 3 3.76 0.94 3.77 0.75 885.00 0.00 751.67 19.28 0.005 0.01 0.01 4.813 A 4 463.76 115.94 465.00 296.37 592.40 0.00 1225.98 673.41 0.378 0.92 0.61 4.739 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Delay results: (17:15-17:30)

Queueing Delay results: (17:30-17:45)

Queueing Delay results: (17:45-18:00)

Queueing Delay results: (18:00-18:15)

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.78 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.08 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.68 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.80 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.09 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.70 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.73 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 1.00 1.00 N/A N/A

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd J1 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:09:25

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 17:08:57

File summary File Description

Title West Shobnall Roundabout Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 6.34 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Bass's Cottages 3 Shobnall Road East 4 Parkway

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.01 0.72 0.00 0.27 From 2 0.83 0.00 0.00 0.17 3 0.00 0.60 0.00 0.40 4 0.55 0.45 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 752.97 1005.56 252.97 0.00 1465.51 1428.06 0.515 0.73 1.05 5.043 A 2 840.55 210.14 839.79 790.55 215.39 0.00 2005.81 1863.58 0.419 0.53 0.72 3.086 A 3 4.49 1.12 4.49 0.90 1054.28 0.00 662.10 19.28 0.007 0.00 0.01 5.473 A 4 553.77 138.44 552.58 352.82 705.95 0.00 1161.77 Generated673.41 on 06/09/20120.477 17:09:560.60 using0.90 ARCADY5.897 8 (8.0.0.296)A

Main results: (17:15-17:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 920.84 1230.19 309.07 0.00 1432.48 1428.06 0.645 1.05 1.78 6.995 A 2 1029.45 257.36 1027.98 966.50 263.41 0.00 1970.22 1863.58 0.523 0.72 1.08 3.813 A 3 5.51 1.38 5.49 1.10 1290.29 0.00 537.22 19.28 0.010 0.01 0.01 6.769 A 4 678.23 169.56 675.12 431.64 864.15 0.00 1072.31 673.41 0.632 0.90 1.68 8.993 A

Main results: (17:30-17:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 923.67 1233.07 310.44 0.00 1431.67 1428.06 0.645 1.78 1.80 7.084 A 2 1029.45 257.36 1029.43 969.90 264.22 0.00 1969.62 1863.58 0.523 1.08 1.09 3.828 A 3 5.51 1.38 5.50 1.10 1292.55 0.00 536.03 19.28 0.010 0.01 0.01 6.784 A 4 678.23 169.56 678.13 432.67 865.38 0.00 1071.61 673.41 0.633 1.68 1.70 9.143 A

Main results: (17:45-18:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 757.14 1009.79 254.93 0.00 1464.36 1428.06 0.515 1.80 1.07 5.112 A 2 840.55 210.14 842.00 795.48 216.59 0.00 2004.92 1863.58 0.419 1.09 0.73 3.101 A 3 4.49 1.12 4.51 0.90 1057.69 0.00 660.30 19.28 0.007 0.01 0.01 5.491 A 4 553.77 138.44 556.88 354.35 707.84 0.00 1160.70 673.41 0.477 1.70 0.92 5.991 A

Main results: (18:00-18:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 631.64 157.91 632.97 844.53 212.87 0.00 1489.12 1428.06 0.424 1.07 0.74 4.212 A 2 703.92 175.98 704.69 664.78 181.07 0.00 2031.25 1863.58 0.347 0.73 0.53 2.716 A 3 3.76 0.94 3.77 0.75 885.00 0.00 751.67 19.28 0.005 0.01 0.01 4.813 A 4 463.76 115.94 465.00 296.37 592.40 0.00 1225.98 673.41 0.378 0.92 0.61 4.739 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Delay results: (17:15-17:30)

Queueing Delay results: (17:45-18:00)

Queueing Delay results: (18:00-18:15)

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.78 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.08 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.68 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.80 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.09 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.70 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.73 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 1.00 1.00 N/A N/A

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd J1 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:09:25

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 17:08:57

File summary File Description

Title West Shobnall Roundabout Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 6.34 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Bass's Cottages 3 Shobnall Road East 4 Parkway

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.01 0.72 0.00 0.27 From 2 0.83 0.00 0.00 0.17 3 0.00 0.60 0.00 0.40 4 0.55 0.45 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 752.97 1005.56 252.97 0.00 1465.51 1428.06 0.515 0.73 1.05 5.043 A 2 840.55 210.14 839.79 790.55 215.39 0.00 2005.81 1863.58 0.419 0.53 0.72 3.086 A 3 4.49 1.12 4.49 0.90 1054.28 0.00 662.10 19.28 0.007 0.00 0.01 5.473 A 4 553.77 138.44 552.58 352.82 705.95 0.00 1161.77 673.41 0.477 0.60 0.90 5.897 A

Main results: (17:15-17:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 920.84 1230.19 309.07 0.00 1432.48 1428.06 0.645 1.05 1.78 6.995 A 2 1029.45 257.36 1027.98 966.50 263.41 0.00 1970.22 1863.58 0.523 0.72 1.08 3.813 A 3 5.51 1.38 5.49 1.10 1290.29 0.00 537.22 19.28 0.010 0.01 0.01 6.769 A 4 678.23 169.56 675.12 431.64 864.15 0.00 1072.31 673.41 0.632 0.90 1.68 8.993 A

Main results: (17:30-17:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 923.67 1233.07 310.44 0.00 1431.67 1428.06 0.645 1.78 1.80 7.084 A 2 1029.45 257.36 1029.43 969.90 264.22 0.00 1969.62 1863.58 0.523 1.08 1.09 3.828 A 3 5.51 1.38 5.50 1.10 1292.55 0.00 536.03 19.28 0.010 0.01 0.01 6.784 A 4 678.23 169.56 678.13 432.67 865.38 0.00 1071.61 673.41 0.633 1.68 1.70 9.143 A

Main results: (17:45-18:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 757.14 1009.79 254.93 0.00 1464.36 1428.06 0.515 1.80 1.07 5.112 A 2 840.55 210.14 842.00 795.48 216.59 0.00 2004.92 1863.58 0.419 1.09 0.73 3.101 A 3 4.49 1.12 4.51 0.90 1057.69 0.00 660.30 19.28 0.007 0.01 0.01 5.491 A 4 553.77 138.44 556.88 354.35 707.84 0.00 1160.70 673.41 0.477 1.70 0.92 5.991 A

Main results: (18:00-18:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 631.64 157.91 632.97 844.53 212.87 0.00 1489.12 1428.06 0.424 1.07 0.74 4.212 A 2 703.92 175.98 704.69 664.78 181.07 0.00 2031.25 1863.58 0.347 0.73 0.53 2.716 A 3 3.76 0.94 3.77 0.75 885.00 0.00 751.67 19.28 0.005 0.01 0.01 4.813 A 4 463.76 115.94 465.00 296.37 592.40 0.00 1225.98 673.41 0.378 0.92 0.61 4.739 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Generated on 06/09/2012Service 17:09:56 using ARCADYService 8 (8.0.0.296) 1 25.46 1.70 6.995 A A 2 15.88 1.06 3.813 A A 3 0.15 0.01 6.769 A A 4 23.79 1.59 8.993 A A

Queueing Delay results: (17:30-17:45)

Queueing Delay results: (17:45-18:00)

Queueing Delay results: (18:00-18:15)

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.78 N/A N/A N/A N/A may be because the mean queue is very N/A N/A 7 small or very big. Percentiles could not be calculated. This 2 1.08 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.68 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.80 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.09 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.70 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.73 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 1.00 1.00 N/A N/A

Queue Variation results: (18:00-18:15)

Filename: Shobnall Rd J1 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 17:09:25

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 17:08:57

File summary File Description

Title West Shobnall Roundabout Location Burton-Upon-Trent Site Number Date 07/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 6.34 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Bass's Cottages 3 Shobnall Road East 4 Parkway

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.01 0.72 0.00 0.27 From 2 0.83 0.00 0.00 0.17 3 0.00 0.60 0.00 0.40 4 0.55 0.45 0.00 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 752.97 1005.56 252.97 0.00 1465.51 1428.06 0.515 0.73 1.05 5.043 A 2 840.55 210.14 839.79 790.55 215.39 0.00 2005.81 1863.58 0.419 0.53 0.72 3.086 A 3 4.49 1.12 4.49 0.90 1054.28 0.00 662.10 19.28 0.007 0.00 0.01 5.473 A 4 553.77 138.44 552.58 352.82 705.95 0.00 1161.77 673.41 0.477 0.60 0.90 5.897 A

Main results: (17:15-17:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 920.84 1230.19 309.07 0.00 1432.48 1428.06 0.645 1.05 1.78 6.995 A 2 1029.45 257.36 1027.98 966.50 263.41 0.00 1970.22 1863.58 0.523 0.72 1.08 3.813 A 3 5.51 1.38 5.49 1.10 1290.29 0.00 537.22 19.28 0.010 0.01 0.01 6.769 A 4 678.23 169.56 675.12 431.64 864.15 0.00 1072.31 673.41 0.632 0.90 1.68 8.993 A

Main results: (17:30-17:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 923.76 230.94 923.67 1233.07 310.44 0.00 1431.67 1428.06 0.645 1.78 1.80 7.084 A 2 1029.45 257.36 1029.43 969.90 264.22 0.00 1969.62 1863.58 0.523 1.08 1.09 3.828 A 3 5.51 1.38 5.50 1.10 1292.55 0.00 536.03 19.28 0.010 0.01 0.01 6.784 A 4 678.23 169.56 678.13 432.67 865.38 0.00 1071.61 673.41 0.633 1.68 1.70 9.143 A

Main results: (17:45-18:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 754.24 188.56 757.14 1009.79 254.93 0.00 1464.36 1428.06 0.515 1.80 1.07 5.112 A 2 840.55 210.14 842.00 795.48 216.59 0.00 2004.92 1863.58 0.419 1.09 0.73 3.101 A 3 4.49 1.12 4.51 0.90 1057.69 0.00 660.30 19.28 0.007 0.01 0.01 5.491 A 4 553.77 138.44 556.88 354.35 707.84 0.00 1160.70 673.41 0.477 1.70 0.92 5.991 A

Main results: (18:00-18:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 631.64 157.91 632.97 844.53 212.87 0.00 1489.12 1428.06 0.424 1.07 0.74 4.212 A 2 703.92 175.98 704.69 664.78 181.07 0.00 2031.25 1863.58 0.347 0.73 0.53 2.716 A 3 3.76 0.94 3.77 0.75 885.00 0.00 751.67 19.28 0.005 0.01 0.01 4.813 A 4 463.76 115.94 465.00 296.37 592.40 0.00 1225.98 673.41 0.378 0.92 0.61 4.739 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:45-17:00)

Queueing Delay results: (17:00-17:15)

Queueing Delay results: (17:15-17:30)

Queueing Delay results: (17:30-17:45)

Queueing Delay results: (17:45-18:00)

Queueing Delay results: (18:00-18:15)

Queue Variation Results for each time segment

Queue Variation results: (16:45-17:00)

Queue Variation results: (17:00-17:15)

Queue Variation results: (17:15-17:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.78 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.08 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.68 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.80 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.09 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 1.70 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.73 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.01 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 1.00 1.00 N/A N/A

Queue Variation results: (18:00-18:15)

8 Generated on 07/09/2012 10:50:26 using ARCADY 8 (8.0.0.296)

Filename: Shobnall Rd J2 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 10:50:09

« (Default Analysis Set) - 2016, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% 95% Queue Delay Junction Junction Queue Delay Junction Junction Queue RFC LOS Queue RFC LOS (PCU) (s) Delay (s) LOS (PCU) (s) Delay (s) LOS (PCU) (PCU) A1 - 2016 Arm 1.00 ? 4.34 0.50 A 1.29 1.00 5.09 0.56 A 1 Arm 1.04 ? 6.65 0.51 A 2.61 6.00 12.39 0.73 B 2 4.95 A 7.49 A Arm 1.76 2.00 5.06 0.64 A 2.93 4.00 7.70 0.75 A 3 Arm 0.82 1.00 4.11 0.45 A 1.06 ? 5.02 0.52 A 4 A1 - 2016+Dev Arm 1.01 ? 4.38 0.50 A 1.30 1.00 5.12 0.57 A 1 Arm 1.05 ? 6.71 0.51 A 2.66 6.00 12.57 0.73 B 2 4.98 A 7.63 A Arm 1.78 2.00 5.10 0.64 A 3.04 4.00 7.93 0.76 A 3 Arm 0.83 1.00 4.12 0.45 A 1.07 ? 5.09 0.52 A 4 A1 - 2026 Arm 1.19 ? 4.90 0.54 A 1.52 1.00 5.74 0.60 A 1 Arm 1.26 ? 7.64 0.56 A 3.52 11.00 16.09 0.79 C 2 5.63 A 9.14 A Arm 2.15 3.00 5.84 0.68 A 3.74 8.00 9.44 0.79 A 3 Arm 0.97 1.00 4.56 0.49 A 1.23 ? 5.61 0.55 A 4 A1 - 2026+Dev Arm 1.28 1.00 5.11 0.56 A 1.56 1.00 5.83 0.61 A 1 Arm 1.32 ? 7.96 0.57 A 3.77 12.00 17.10 0.80 C 2 5.83 A 9.96 A Arm 2.24 3.00 6.04 0.69 A 4.40 12.00 10.87 0.82 B 3 Arm 0.99 1.00 4.64 0.50 A 1.32 ? 5.98 0.57 A 4 1

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM " model duration: 07:45 - 09:15 "D2 - 2016, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM" model duration: 16:45 - 18:15 "D5 - 2016+Dev, AM" model duration: 07:45 - 09:15 "D6 - 2016+Dev, PM" model duration: 16:45 - 18:15 "D7 - 2026+Dev, AM" model duration: 07:45 - 09:15 "D8 - 2026+Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 10:50:07

File summary File Description

Title Shobnall Rd J2 Location Burton-Upon-Trent Site Number Date 08/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016, AM

Data Errors and Warnings Severity Area Item Description Arm 3 - Roundabout Effective flare length is over 30m, which is outside the normal range. Treat capacities with Warning Geometry Geometry increasing caution.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 4.95 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Wellington Street 3 Shobnall Road East 4 Wellington Road

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 9.00 18.50 22.00 38.00 50.00 2 3.00 9.00 25.00 12.00 44.00 50.00 3 3.00 12.00 62.50 12.00 39.00 70.00 4 6.50 11.00 20.00 15.00 43.00 70.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Arm Enter slope and intercept directly Entered slope Entered intercept (PCU/hr) Final Slope Final Intercept (PCU/hr) 1 (calculated) (calculated) 0.768 2404.227 2 (calculated) (calculated) 0.608 1739.678 3 (calculated) (calculated) 0.712 2300.016 4 (calculated) (calculated) 0.713 2333.810 The slope and intercept shown above include any corrections and adjustments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) 1 ONE HOUR ✓ 754.00 100.000 2 ONE HOUR ✓ 514.00 100.000 3 ONE HOUR ✓ 1146.00 100.000 4 ONE HOUR ✓ 659.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To 1 2 3 4 1 0.000 170.000 527.000 57.000 From 2 115.000 4.000 154.000 241.000 3 560.000 253.000 1.000 332.000 4 36.000 264.000 359.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.23 0.70 0.08 From 2 0.22 0.01 0.30 0.47 3 0.49 0.22 0.00 0.29 4 0.05 0.40 0.54 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.50 4.34 1.00 ? A 691.88 1037.83 60.41 3.49 0.67 60.41 3.49 2 0.51 6.65 1.04 ? A 471.66 707.48 61.23 5.19 0.68 61.23 5.19 3 0.64 5.06 1.76 2.00 A 1051.59 1577.38 103.74 3.95 1.15 103.75 3.95 4 0.45 4.11 0.82 1.00 A 604.71 907.06 51.03 3.38 0.57 51.03 3.38

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 565.95 533.44 661.23 0.00 1896.40 1163.02 0.299 0.00 0.43 2.702 A 2 386.97 96.74 385.30 518.61 708.57 0.00 1308.52 770.02 0.296 0.00 0.42 3.892 A 3 862.77 215.69 859.94 781.22 312.64 0.00 2077.31 1853.21 0.415 0.00 0.71 2.951 A 4 496.13 124.03 494.65 472.57 700.02 0.00 1834.91 1268.68 0.270 0.00 0.37 2.684 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 677.12 638.37 791.17 0.00 1796.60 1163.03 0.377 0.43 0.60 3.214 A 2 462.08 115.52 461.34 620.52 847.77 0.00 1223.82 770.02 0.378 0.42 0.60 4.718 A 3 1030.23 257.56 1028.98 934.80 374.30 0.00 2033.38 1853.21 0.507 0.71 1.02 3.579 A 4 592.43 148.11 591.84 565.60 837.69 0.00 1736.79 1268.67 0.341 0.37 0.52 3.142 A

Main results: (08:15-08:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 828.62 780.96 968.19 0.00 1660.65 1163.01 0.500 0.60 0.99 4.319 A 2 565.92 141.48 564.22 759.31 1037.50 0.00 1108.37 770.02 0.511 0.60 1.03 6.594 A 3 1261.77 315.44 1258.86 1143.90 457.81 0.00 1973.89 1853.21 0.639 1.02 1.75 5.015 A 4 725.57 181.39 724.35 691.88 1024.79 0.00 1603.44 1268.70 0.453 0.52 0.82 4.089 A

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 830.15 782.79 969.97 0.00 1659.28 1163.01 0.500 0.99 1.00 4.341 A 2 565.92 141.48 565.89 760.78 1039.34 0.00 1107.25 770.02 0.511 1.03 1.04 6.649 A 3 1261.77 315.44 1261.71 1146.13 459.10 0.00 1972.98 1853.21 0.640 1.75 1.76 5.061 A 4 725.57 181.39 725.55 693.61 1027.20 0.00 1601.72 1268.70 0.453 0.82 0.82 4.108 A

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 679.37 641.03 793.80 0.00 1794.58 1163.03 0.378 1.00 0.61 3.231 A 2 462.08 115.52 463.77 622.68 850.49 0.00 1222.16 770.02 0.378 1.04 0.61 4.757 A 3 1030.23 257.56 1033.12 938.09 376.18 0.00 2032.04 1853.21 0.507 1.76 1.04 3.616 A 4 592.43 148.11 593.64 568.11 841.20 0.00 1734.29 1268.67 0.342 0.82 0.52 3.158 A

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 568.37 536.11 664.12 0.00 1894.18 1163.02 0.300 0.61 0.43 2.718 A 2 386.97 96.74 387.72 520.91 711.58 0.00 1306.69 770.02 0.296 0.61 0.42 3.920 A 3 862.77 215.69 864.05 784.78 314.53 0.00 2075.96 1853.21 0.416 1.04 0.72 2.975 A 4 496.13 124.03 496.72 475.08 703.50 0.00 1832.43 1268.68 0.271 0.52 0.37 2.697 A

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 6.26 0.42 2.702 A A 2 6.11 0.41 3.892 A A 3 10.36 0.69 2.951 A A 4 5.44 0.36 2.684 A A

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 8.88 0.59 3.214 A A 2 8.82 0.59 4.718 A A 3 14.95 1.00 3.579 A A 4 7.60 0.51 3.142 A A

Queueing Delay results: (08:15-08:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 14.46 0.96 4.319 A A 2 14.86 0.99 6.594 A A 3 25.22 1.68 5.015 A A 4 12.01 0.80 4.089 A A

Queueing Delay results: (08:30-08:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 14.91 0.99 4.341 A A 2 15.51 1.03 6.649 A A 3 26.32 1.75 5.061 A A 4 12.34 0.82 4.108 A A

Queueing Delay results: (08:45-09:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 9.35 0.62 3.231 A A 2 9.45 0.63 4.757 A A 3 15.97 1.06 3.616 A A 4 7.98 0.53 3.158 A A

Queueing Delay results: (09:00-09:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 6.55 0.44 2.718 A A 2 6.48 0.43 3.920 A A 3 10.93 0.73 2.975 A A 4 5.67 0.38 2.697 A A

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.71 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:00-08:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 1.02 0.00 0.00 1.00 2.00 N/A N/A Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:15-08:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.99 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.03 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.75 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.82 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:30-08:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.00 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.76 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.82 0.00 0.00 0.00 1.00 N/A N/A

Queue Variation results: (08:45-09:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 0.72 0.00 0.00 0.00 1.00 N/A N/A Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Shobnall Rd J2 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 10:50:09

« (Default Analysis Set) - 2016, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% 95% Queue Delay Junction Junction Queue Delay Junction Junction Queue RFC LOS Queue RFC LOS (PCU) (s) Delay (s) LOS (PCU) (s) Delay (s) LOS (PCU) (PCU) A1 - 2016 Arm 1.00 ? 4.34 0.50 A 1.29 1.00 5.09 0.56 A 1 Arm 1.04 ? 6.65 0.51 A 2.61 6.00 12.39 0.73 B 2 4.95 A 7.49 A Arm 1.76 2.00 5.06 0.64 A 2.93 4.00 7.70 0.75 A 3 Arm 0.82 1.00 4.11 0.45 A 1.06 ? 5.02 0.52 A 4 A1 - 2016+Dev Arm 1.01 ? 4.38 0.50 A 1.30 1.00 5.12 0.57 A 1 Arm 1.05 ? 6.71 0.51 A 2.66 6.00 12.57 0.73 B 2 4.98 A 7.63 A Arm 1.78 2.00 5.10 0.64 A 3.04 4.00 7.93 0.76 A 3 Arm 0.83 1.00 4.12 0.45 A 1.07 ? 5.09 0.52 A 4 A1 - 2026 Arm 1.19 ? 4.90 0.54 A 1.52 1.00 5.74 0.60 A 1 Arm 1.26 ? 7.64 0.56 A 3.52 11.00 16.09 0.79 C 2 5.63 A 9.14 A Arm 2.15 3.00 5.84 0.68 A 3.74 8.00 9.44 0.79 A 3 Arm 0.97 1.00 4.56 0.49 A 1.23 ? 5.61 0.55 A 4 Generated on 07/09/2012 10:50:26 using ARCADY 8 (8.0.0.296) A1 - 2026+Dev Arm 1.28 1.00 5.11 0.56 A 1.56 1.00 5.83 0.61 A 1 Arm 1.32 ? 7.96 0.57 A 3.77 12.00 17.10 0.80 C 2 5.83 A 9.96 A Arm 2.24 3.00 6.04 0.69 A 4.40 12.00 10.87 0.82 B 3 Arm 0.99 1.00 4.64 0.50 A 1.32 ? 5.98 0.57 A 4

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM " model duration: 07:45 - 09:15 "D2 - 2016, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM" model duration: 16:45 - 18:15 "D5 - 2016+Dev, AM" model duration: 07:45 - 09:15 "D6 - 2016+Dev, PM" model duration: 16:45 - 18:15 "D7 - 2026+Dev, AM" model duration: 07:45 - 09:15 "D8 - 2026+Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 10:50:07

File summary File Description

Title Shobnall Rd J2 Location Burton-Upon-Trent Site Number Date 08/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016, AM

Analysis Set Details

Demand Set Details 2

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 4.95 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Wellington Street 3 Shobnall Road East 4 Wellington Road

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 9.00 18.50 22.00 38.00 50.00 2 3.00 9.00 25.00 12.00 44.00 50.00 3 3.00 12.00 62.50 12.00 39.00 70.00 4 6.50 11.00 20.00 15.00 43.00 70.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.23 0.70 0.08 From 2 0.22 0.01 0.30 0.47 3 0.49 0.22 0.00 0.29 4 0.05 0.40 0.54 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.50 4.34 1.00 ? A 691.88 1037.83 60.41 3.49 0.67 60.41 3.49 2 0.51 6.65 1.04 ? A 471.66 707.48 61.23 5.19 0.68 61.23 5.19 3 0.64 5.06 1.76 2.00 A 1051.59 1577.38 103.74 3.95 1.15 103.75 3.95 4 0.45 4.11 0.82 1.00 A 604.71 907.06 51.03 3.38 0.57 51.03 3.38

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 565.95 533.44 661.23 0.00 1896.40 1163.02 0.299 0.00 0.43 2.702 A 2 386.97 96.74 385.30 518.61 708.57 0.00 1308.52 770.02 0.296 0.00 0.42 3.892 A 3 862.77 215.69 859.94 781.22 312.64 0.00 2077.31 1853.21 0.415 0.00 0.71 2.951 A 4 496.13 124.03 494.65 472.57 700.02 0.00 1834.91 1268.68 0.270 0.00 0.37 2.684 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 677.12 638.37 791.17 0.00 1796.60 1163.03 0.377 0.43 0.60 3.214 A 2 462.08 115.52 461.34 620.52 847.77 0.00 1223.82 770.02 0.378 0.42 0.60 4.718 A 3 1030.23 257.56 1028.98 934.80 374.30 0.00 2033.38 1853.21 0.507 0.71 1.02 3.579 A 4 592.43 148.11 591.84 565.60 837.69 0.00 1736.79 1268.67 0.341 0.37 0.52 3.142 A

Main results: (08:15-08:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 828.62 780.96 968.19 0.00 1660.65 1163.01 0.500 0.60 0.99 4.319 A 2 565.92 141.48 564.22 759.31 1037.50 0.00 1108.37 770.02 0.511 0.60 1.03 6.594 A 3 1261.77 315.44 1258.86 1143.90 457.81 0.00 1973.89 1853.21 0.639 1.02 1.75 5.015 A 4 725.57 181.39 724.35 691.88 1024.79 0.00 1603.44 1268.70 0.453 0.52 0.82 4.089 A

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 830.15 782.79 969.97 0.00 1659.28 1163.01 0.500 0.99 1.00 4.341 A 2 565.92 141.48 565.89 760.78 1039.34 0.00 1107.25 770.02 0.511 1.03 1.04 6.649 A 3 1261.77 315.44 1261.71 1146.13 459.10 0.00 1972.98 1853.21 0.640 1.75 1.76 5.061 A 4 725.57 181.39 725.55 693.61 1027.20 0.00 1601.72 1268.70 0.453 0.82 0.82 4.108 A

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 679.37 641.03 793.80 0.00 1794.58 1163.03 0.378 1.00 0.61 3.231 A 2 462.08 115.52 463.77 622.68 850.49 0.00 1222.16 770.02 0.378 1.04 0.61 4.757 A 3 1030.23 257.56 1033.12 938.09 376.18 0.00 2032.04 1853.21 0.507 1.76 1.04 3.616 A 4 592.43 148.11 593.64 568.11 841.20 0.00 1734.29 1268.67 0.342 0.82 0.52 3.158 A

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 568.37 536.11 664.12 0.00 1894.18 1163.02 0.300 0.61 0.43 2.718 A 2 386.97 96.74 387.72 520.91 711.58 0.00 1306.69 770.02 0.296 0.61 0.42 3.920 A 3 862.77 215.69 864.05 784.78 314.53 0.00 2075.96 1853.21 0.416 1.04 0.72 2.975 A 4 496.13 124.03 496.72 475.08 703.50 0.00 1832.43 1268.68 0.271 0.52 0.37 2.697 A

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.71 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:00-08:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 1.02 0.00 0.00 1.00 2.00 N/A N/A Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:15-08:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.99 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.03 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.75 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.82 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:30-08:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.00 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.76 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.82 0.00 0.00 0.00 1.00 N/A N/A

Queue Variation results: (08:45-09:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 0.72 0.00 0.00 0.00 1.00 N/A N/A Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Shobnall Rd J2 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 10:50:09

« (Default Analysis Set) - 2016, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM " model duration: 07:45 - 09:15 "D2 - 2016, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM" model duration: 16:45 - 18:15 "D5 - 2016+Dev, AM" model duration: 07:45 - 09:15 "D6 - 2016+Dev, PM" model duration: 16:45 - 18:15 "D7 - 2026+Dev, AM" model duration: 07:45 - 09:15 "D8 - 2026+Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 10:50:07

File summary File Description

Title Shobnall Rd J2 Location Burton-Upon-Trent Site Number Date 08/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016, AM

Analysis Set Details Generated on 07/09/2012 10:50:26 using ARCADY 8 (8.0.0.296)

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 4.95 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Wellington Street 3 Shobnall Road East 4 Wellington Road

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 9.00 18.50 22.00 38.00 50.00 2 3.00 9.00 25.00 12.00 44.00 50.00 3 3.00 12.00 62.50 12.00 39.00 70.00 4 6.50 11.00 20.00 15.00 43.00 70.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity 3

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.23 0.70 0.08 From 2 0.22 0.01 0.30 0.47 3 0.49 0.22 0.00 0.29 4 0.05 0.40 0.54 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.50 4.34 1.00 ? A 691.88 1037.83 60.41 3.49 0.67 60.41 3.49 2 0.51 6.65 1.04 ? A 471.66 707.48 61.23 5.19 0.68 61.23 5.19 3 0.64 5.06 1.76 2.00 A 1051.59 1577.38 103.74 3.95 1.15 103.75 3.95 4 0.45 4.11 0.82 1.00 A 604.71 907.06 51.03 3.38 0.57 51.03 3.38

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 565.95 533.44 661.23 0.00 1896.40 1163.02 0.299 0.00 0.43 2.702 A 2 386.97 96.74 385.30 518.61 708.57 0.00 1308.52 770.02 0.296 0.00 0.42 3.892 A 3 862.77 215.69 859.94 781.22 312.64 0.00 2077.31 1853.21 0.415 0.00 0.71 2.951 A 4 496.13 124.03 494.65 472.57 700.02 0.00 1834.91 1268.68 0.270 0.00 0.37 2.684 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 677.12 638.37 791.17 0.00 1796.60 1163.03 0.377 0.43 0.60 3.214 A 2 462.08 115.52 461.34 620.52 847.77 0.00 1223.82 770.02 0.378 0.42 0.60 4.718 A 3 1030.23 257.56 1028.98 934.80 374.30 0.00 2033.38 1853.21 0.507 0.71 1.02 3.579 A 4 592.43 148.11 591.84 565.60 837.69 0.00 1736.79 1268.67 0.341 0.37 0.52 3.142 A

Main results: (08:15-08:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 828.62 780.96 968.19 0.00 1660.65 1163.01 0.500 0.60 0.99 4.319 A 2 565.92 141.48 564.22 759.31 1037.50 0.00 1108.37 770.02 0.511 0.60 1.03 6.594 A 3 1261.77 315.44 1258.86 1143.90 457.81 0.00 1973.89 1853.21 0.639 1.02 1.75 5.015 A 4 725.57 181.39 724.35 691.88 1024.79 0.00 1603.44 1268.70 0.453 0.52 0.82 4.089 A

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 830.15 782.79 969.97 0.00 1659.28 1163.01 0.500 0.99 1.00 4.341 A 2 565.92 141.48 565.89 760.78 1039.34 0.00 1107.25 770.02 0.511 1.03 1.04 6.649 A 3 1261.77 315.44 1261.71 1146.13 459.10 0.00 1972.98 1853.21 0.640 1.75 1.76 5.061 A 4 725.57 181.39 725.55 693.61 1027.20 0.00 1601.72 1268.70 0.453 0.82 0.82 4.108 A

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 679.37 641.03 793.80 0.00 1794.58 1163.03 0.378 1.00 0.61 3.231 A 2 462.08 115.52 463.77 622.68 850.49 0.00 1222.16 770.02 0.378 1.04 0.61 4.757 A 3 1030.23 257.56 1033.12 938.09 376.18 0.00 2032.04 1853.21 0.507 1.76 1.04 3.616 A 4 592.43 148.11 593.64 568.11 841.20 0.00 1734.29 1268.67 0.342 0.82 0.52 3.158 A

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 568.37 536.11 664.12 0.00 1894.18 1163.02 0.300 0.61 0.43 2.718 A 2 386.97 96.74 387.72 520.91 711.58 0.00 1306.69 770.02 0.296 0.61 0.42 3.920 A 3 862.77 215.69 864.05 784.78 314.53 0.00 2075.96 1853.21 0.416 1.04 0.72 2.975 A 4 496.13 124.03 496.72 475.08 703.50 0.00 1832.43 1268.68 0.271 0.52 0.37 2.697 A

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.71 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:00-08:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 1.02 0.00 0.00 1.00 2.00 N/A N/A Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:15-08:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.99 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.03 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.75 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.82 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:30-08:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.00 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.76 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.82 0.00 0.00 0.00 1.00 N/A N/A

Queue Variation results: (08:45-09:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 0.72 0.00 0.00 0.00 1.00 N/A N/A Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Shobnall Rd J2 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 10:50:09

« (Default Analysis Set) - 2016, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM " model duration: 07:45 - 09:15 "D2 - 2016, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM" model duration: 16:45 - 18:15 "D5 - 2016+Dev, AM" model duration: 07:45 - 09:15 "D6 - 2016+Dev, PM" model duration: 16:45 - 18:15 "D7 - 2026+Dev, AM" model duration: 07:45 - 09:15 "D8 - 2026+Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 10:50:07

File summary File Description

Title Shobnall Rd J2 Location Burton-Upon-Trent Site Number Date 08/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 4.95 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Wellington Street 3 Shobnall Road East 4 Wellington Road

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 9.00 18.50 22.00 38.00 50.00 2 3.00 9.00 25.00 12.00 44.00 50.00 3 3.00 12.00 62.50 12.00 39.00 70.00 4 6.50 11.00 20.00 15.00 43.00 70.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None Generated on 07/09/2012 10:50:26 using ARCADY 8 (8.0.0.296) 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.23 0.70 0.08 From 2 0.22 0.01 0.30 0.47 3 0.49 0.22 0.00 0.29 4 0.05 0.40 0.54 0.00

Vehicle Mix 4 Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.50 4.34 1.00 ? A 691.88 1037.83 60.41 3.49 0.67 60.41 3.49 2 0.51 6.65 1.04 ? A 471.66 707.48 61.23 5.19 0.68 61.23 5.19 3 0.64 5.06 1.76 2.00 A 1051.59 1577.38 103.74 3.95 1.15 103.75 3.95 4 0.45 4.11 0.82 1.00 A 604.71 907.06 51.03 3.38 0.57 51.03 3.38

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 565.95 533.44 661.23 0.00 1896.40 1163.02 0.299 0.00 0.43 2.702 A 2 386.97 96.74 385.30 518.61 708.57 0.00 1308.52 770.02 0.296 0.00 0.42 3.892 A 3 862.77 215.69 859.94 781.22 312.64 0.00 2077.31 1853.21 0.415 0.00 0.71 2.951 A 4 496.13 124.03 494.65 472.57 700.02 0.00 1834.91 1268.68 0.270 0.00 0.37 2.684 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 677.12 638.37 791.17 0.00 1796.60 1163.03 0.377 0.43 0.60 3.214 A 2 462.08 115.52 461.34 620.52 847.77 0.00 1223.82 770.02 0.378 0.42 0.60 4.718 A 3 1030.23 257.56 1028.98 934.80 374.30 0.00 2033.38 1853.21 0.507 0.71 1.02 3.579 A 4 592.43 148.11 591.84 565.60 837.69 0.00 1736.79 1268.67 0.341 0.37 0.52 3.142 A

Main results: (08:15-08:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 828.62 780.96 968.19 0.00 1660.65 1163.01 0.500 0.60 0.99 4.319 A 2 565.92 141.48 564.22 759.31 1037.50 0.00 1108.37 770.02 0.511 0.60 1.03 6.594 A 3 1261.77 315.44 1258.86 1143.90 457.81 0.00 1973.89 1853.21 0.639 1.02 1.75 5.015 A 4 725.57 181.39 724.35 691.88 1024.79 0.00 1603.44 1268.70 0.453 0.52 0.82 4.089 A

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 830.15 782.79 969.97 0.00 1659.28 1163.01 0.500 0.99 1.00 4.341 A 2 565.92 141.48 565.89 760.78 1039.34 0.00 1107.25 770.02 0.511 1.03 1.04 6.649 A 3 1261.77 315.44 1261.71 1146.13 459.10 0.00 1972.98 1853.21 0.640 1.75 1.76 5.061 A 4 725.57 181.39 725.55 693.61 1027.20 0.00 1601.72 1268.70 0.453 0.82 0.82 4.108 A

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 679.37 641.03 793.80 0.00 1794.58 1163.03 0.378 1.00 0.61 3.231 A 2 462.08 115.52 463.77 622.68 850.49 0.00 1222.16 770.02 0.378 1.04 0.61 4.757 A 3 1030.23 257.56 1033.12 938.09 376.18 0.00 2032.04 1853.21 0.507 1.76 1.04 3.616 A 4 592.43 148.11 593.64 568.11 841.20 0.00 1734.29 1268.67 0.342 0.82 0.52 3.158 A

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 568.37 536.11 664.12 0.00 1894.18 1163.02 0.300 0.61 0.43 2.718 A 2 386.97 96.74 387.72 520.91 711.58 0.00 1306.69 770.02 0.296 0.61 0.42 3.920 A 3 862.77 215.69 864.05 784.78 314.53 0.00 2075.96 1853.21 0.416 1.04 0.72 2.975 A 4 496.13 124.03 496.72 475.08 703.50 0.00 1832.43 1268.68 0.271 0.52 0.37 2.697 A

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.71 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:00-08:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 1.02 0.00 0.00 1.00 2.00 N/A N/A Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:15-08:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.99 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.03 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.75 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.82 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:30-08:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.00 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.76 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.82 0.00 0.00 0.00 1.00 N/A N/A

Queue Variation results: (08:45-09:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 0.72 0.00 0.00 0.00 1.00 N/A N/A Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Shobnall Rd J2 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 10:50:09

« (Default Analysis Set) - 2016, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM " model duration: 07:45 - 09:15 "D2 - 2016, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM" model duration: 16:45 - 18:15 "D5 - 2016+Dev, AM" model duration: 07:45 - 09:15 "D6 - 2016+Dev, PM" model duration: 16:45 - 18:15 "D7 - 2026+Dev, AM" model duration: 07:45 - 09:15 "D8 - 2026+Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 10:50:07

File summary File Description

Title Shobnall Rd J2 Location Burton-Upon-Trent Site Number Date 08/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 4.95 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Wellington Street 3 Shobnall Road East 4 Wellington Road

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 9.00 18.50 22.00 38.00 50.00 2 3.00 9.00 25.00 12.00 44.00 50.00 3 3.00 12.00 62.50 12.00 39.00 70.00 4 6.50 11.00 20.00 15.00 43.00 70.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.23 0.70 0.08 From 2 0.22 0.01 0.30 0.47 3 0.49 0.22 0.00 0.29 Generated on 07/09/2012 10:50:26 using ARCADY 8 (8.0.0.296) 4 0.05 0.40 0.54 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.50 4.34 1.00 ? A 691.88 1037.83 60.41 3.49 0.67 60.41 3.49 2 0.51 6.65 1.04 ? A 471.66 707.48 61.23 5.19 0.68 61.23 5.19 3 0.64 5.06 1.76 2.00 A 1051.59 1577.38 103.74 3.95 1.15 103.75 3.95 4 0.45 4.11 0.82 1.00 A 604.71 907.06 51.03 3.38 0.57 51.03 3.38

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 565.95 533.44 661.23 0.00 1896.40 1163.02 0.299 0.00 0.43 2.702 A 2 386.97 96.74 385.30 518.61 708.57 0.00 1308.52 770.02 0.296 0.00 0.42 3.892 A 3 862.77 215.69 859.94 781.22 312.64 0.00 2077.31 1853.21 0.415 0.00 0.71 2.951 A 4 496.13 124.03 494.65 472.57 700.02 0.00 1834.91 1268.68 0.270 0.00 0.37 2.684 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 677.12 638.37 791.17 0.00 1796.60 1163.03 0.377 0.43 0.60 3.214 A 2 462.08 115.52 461.34 620.52 847.77 0.00 1223.82 770.02 0.378 0.42 0.60 4.718 A 3 1030.23 257.56 1028.98 934.80 374.30 0.00 2033.38 1853.21 0.507 0.71 1.02 3.579 A 4 592.43 148.11 591.84 565.60 837.69 0.00 1736.79 1268.67 0.341 0.37 0.52 3.142 A

Main results: (08:15-08:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay 5 Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 828.62 780.96 968.19 0.00 1660.65 1163.01 0.500 0.60 0.99 4.319 A 2 565.92 141.48 564.22 759.31 1037.50 0.00 1108.37 770.02 0.511 0.60 1.03 6.594 A 3 1261.77 315.44 1258.86 1143.90 457.81 0.00 1973.89 1853.21 0.639 1.02 1.75 5.015 A 4 725.57 181.39 724.35 691.88 1024.79 0.00 1603.44 1268.70 0.453 0.52 0.82 4.089 A

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 830.15 782.79 969.97 0.00 1659.28 1163.01 0.500 0.99 1.00 4.341 A 2 565.92 141.48 565.89 760.78 1039.34 0.00 1107.25 770.02 0.511 1.03 1.04 6.649 A 3 1261.77 315.44 1261.71 1146.13 459.10 0.00 1972.98 1853.21 0.640 1.75 1.76 5.061 A 4 725.57 181.39 725.55 693.61 1027.20 0.00 1601.72 1268.70 0.453 0.82 0.82 4.108 A

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 679.37 641.03 793.80 0.00 1794.58 1163.03 0.378 1.00 0.61 3.231 A 2 462.08 115.52 463.77 622.68 850.49 0.00 1222.16 770.02 0.378 1.04 0.61 4.757 A 3 1030.23 257.56 1033.12 938.09 376.18 0.00 2032.04 1853.21 0.507 1.76 1.04 3.616 A 4 592.43 148.11 593.64 568.11 841.20 0.00 1734.29 1268.67 0.342 0.82 0.52 3.158 A

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 568.37 536.11 664.12 0.00 1894.18 1163.02 0.300 0.61 0.43 2.718 A 2 386.97 96.74 387.72 520.91 711.58 0.00 1306.69 770.02 0.296 0.61 0.42 3.920 A 3 862.77 215.69 864.05 784.78 314.53 0.00 2075.96 1853.21 0.416 1.04 0.72 2.975 A 4 496.13 124.03 496.72 475.08 703.50 0.00 1832.43 1268.68 0.271 0.52 0.37 2.697 A

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.71 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:00-08:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 1.02 0.00 0.00 1.00 2.00 N/A N/A Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:15-08:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.99 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.03 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.75 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.82 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:30-08:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.00 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.76 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.82 0.00 0.00 0.00 1.00 N/A N/A

Queue Variation results: (08:45-09:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 0.72 0.00 0.00 0.00 1.00 N/A N/A Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Shobnall Rd J2 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 10:50:09

« (Default Analysis Set) - 2016, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM " model duration: 07:45 - 09:15 "D2 - 2016, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM" model duration: 16:45 - 18:15 "D5 - 2016+Dev, AM" model duration: 07:45 - 09:15 "D6 - 2016+Dev, PM" model duration: 16:45 - 18:15 "D7 - 2026+Dev, AM" model duration: 07:45 - 09:15 "D8 - 2026+Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 10:50:07

File summary File Description

Title Shobnall Rd J2 Location Burton-Upon-Trent Site Number Date 08/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 4.95 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Wellington Street 3 Shobnall Road East 4 Wellington Road

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 9.00 18.50 22.00 38.00 50.00 2 3.00 9.00 25.00 12.00 44.00 50.00 3 3.00 12.00 62.50 12.00 39.00 70.00 4 6.50 11.00 20.00 15.00 43.00 70.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.23 0.70 0.08 From 2 0.22 0.01 0.30 0.47 3 0.49 0.22 0.00 0.29 4 0.05 0.40 0.54 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.50 4.34 1.00 ? A 691.88 1037.83 60.41 3.49 0.67 60.41 3.49 2 0.51 6.65 1.04 ? A 471.66 707.48 61.23 5.19 0.68 61.23 5.19 3 0.64 5.06 1.76 2.00 A 1051.59 1577.38 103.74 3.95 1.15 103.75 3.95 4 0.45 4.11 0.82 1.00 A 604.71 907.06 51.03 3.38 0.57 51.03 3.38

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 565.95 533.44 661.23 0.00 1896.40 1163.02 0.299 0.00 0.43 2.702 A 2 386.97 96.74 385.30 518.61 708.57 0.00 1308.52 770.02 0.296 0.00 0.42 3.892 A 3 862.77 215.69 859.94 781.22 312.64 0.00 2077.31 1853.21 0.415 0.00 0.71 2.951 A 4 496.13 124.03 494.65 472.57 700.02 0.00 1834.91 1268.68 0.270 0.00 0.37 2.684 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 677.12 638.37 791.17 0.00 1796.60 1163.03 0.377 0.43 0.60 3.214 A 2 462.08 115.52 461.34 620.52 847.77 0.00 1223.82 770.02 0.378 0.42 0.60 4.718 A Generated on 07/09/2012 10:50:26 using ARCADY 8 (8.0.0.296) 3 1030.23 257.56 1028.98 934.80 374.30 0.00 2033.38 1853.21 0.507 0.71 1.02 3.579 A 4 592.43 148.11 591.84 565.60 837.69 0.00 1736.79 1268.67 0.341 0.37 0.52 3.142 A

Main results: (08:15-08:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 828.62 780.96 968.19 0.00 1660.65 1163.01 0.500 0.60 0.99 4.319 A 2 565.92 141.48 564.22 759.31 1037.50 0.00 1108.37 770.02 0.511 0.60 1.03 6.594 A 3 1261.77 315.44 1258.86 1143.90 457.81 0.00 1973.89 1853.21 0.639 1.02 1.75 5.015 A 4 725.57 181.39 724.35 691.88 1024.79 0.00 1603.44 1268.70 0.453 0.52 0.82 4.089 A

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 830.15 782.79 969.97 0.00 1659.28 1163.01 0.500 0.99 1.00 4.341 A 2 565.92 141.48 565.89 760.78 1039.34 0.00 1107.25 770.02 0.511 1.03 1.04 6.649 A 3 1261.77 315.44 1261.71 1146.13 459.10 0.00 1972.98 1853.21 0.640 1.75 1.76 5.061 A 4 725.57 181.39 725.55 693.61 1027.20 0.00 1601.72 1268.70 0.453 0.82 0.82 4.108 A

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 679.37 641.03 793.80 0.00 1794.58 1163.03 0.378 1.00 0.61 3.231 A 2 462.08 115.52 463.77 622.68 850.49 0.00 1222.16 770.02 0.378 1.04 0.61 4.757 A 3 1030.23 257.56 1033.12 938.09 376.18 0.00 2032.04 1853.21 0.507 1.76 1.04 3.616 A 4 592.43 148.11 593.64 568.11 841.20 0.00 1734.29 1268.67 0.342 0.82 0.52 3.158 A

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 568.37 536.11 664.12 0.00 1894.18 1163.02 0.300 0.61 0.43 2.718 A 2 386.97 96.74 387.72 520.91 711.58 0.00 1306.69 770.02 0.296 0.61 0.42 3.920 A 3 862.77 215.69 864.05 784.78 314.53 0.00 2075.96 1853.21 0.416 1.04 0.72 2.975 A 4 496.13 124.03 496.72 475.08 703.50 0.00 1832.43 1268.68 0.271 0.52 0.37 2.697 A

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.71 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:00-08:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 1.02 0.00 0.00 1.00 2.00 N/A N/A Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:15-08:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.99 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.03 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.75 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.82 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:30-08:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.00 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.76 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.82 0.00 0.00 0.00 1.00 N/A N/A

Queue Variation results: (08:45-09:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 0.72 0.00 0.00 0.00 1.00 N/A N/A Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Shobnall Rd J2 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 10:50:09

« (Default Analysis Set) - 2016, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM " model duration: 07:45 - 09:15 "D2 - 2016, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM" model duration: 16:45 - 18:15 "D5 - 2016+Dev, AM" model duration: 07:45 - 09:15 "D6 - 2016+Dev, PM" model duration: 16:45 - 18:15 "D7 - 2026+Dev, AM" model duration: 07:45 - 09:15 "D8 - 2026+Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 10:50:07

File summary File Description

Title Shobnall Rd J2 Location Burton-Upon-Trent Site Number Date 08/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 4.95 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Wellington Street 3 Shobnall Road East 4 Wellington Road

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 9.00 18.50 22.00 38.00 50.00 2 3.00 9.00 25.00 12.00 44.00 50.00 3 3.00 12.00 62.50 12.00 39.00 70.00 4 6.50 11.00 20.00 15.00 43.00 70.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.23 0.70 0.08 From 2 0.22 0.01 0.30 0.47 3 0.49 0.22 0.00 0.29 4 0.05 0.40 0.54 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.50 4.34 1.00 ? A 691.88 1037.83 60.41 3.49 0.67 60.41 3.49 2 0.51 6.65 1.04 ? A 471.66 707.48 61.23 5.19 0.68 61.23 5.19 3 0.64 5.06 1.76 2.00 A 1051.59 1577.38 103.74 3.95 1.15 103.75 3.95 4 0.45 4.11 0.82 1.00 A 604.71 907.06 51.03 3.38 0.57 51.03 3.38

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 565.95 533.44 661.23 0.00 1896.40 1163.02 0.299 0.00 0.43 2.702 A 2 386.97 96.74 385.30 518.61 708.57 0.00 1308.52 770.02 0.296 0.00 0.42 3.892 A 3 862.77 215.69 859.94 781.22 312.64 0.00 2077.31 1853.21 0.415 0.00 0.71 2.951 A 4 496.13 124.03 494.65 472.57 700.02 0.00 1834.91 1268.68 0.270 0.00 0.37 2.684 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 677.12 638.37 791.17 0.00 1796.60 1163.03 0.377 0.43 0.60 3.214 A 2 462.08 115.52 461.34 620.52 847.77 0.00 1223.82 770.02 0.378 0.42 0.60 4.718 A 3 1030.23 257.56 1028.98 934.80 374.30 0.00 2033.38 1853.21 0.507 0.71 1.02 3.579 A 4 592.43 148.11 591.84 565.60 837.69 0.00 1736.79 1268.67 0.341 0.37 0.52 3.142 A

Main results: (08:15-08:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 828.62 780.96 968.19 0.00 1660.65 1163.01 0.500 0.60 0.99 4.319 A 2 565.92 141.48 564.22 759.31 1037.50 0.00 1108.37 770.02 0.511 0.60 1.03 6.594 A 3 1261.77 315.44 1258.86 1143.90 457.81 0.00 1973.89 1853.21 0.639 1.02 1.75 5.015 A 4 725.57 181.39 724.35 691.88 1024.79 0.00 1603.44 1268.70 0.453 0.52 0.82 4.089 A

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 830.15 782.79 969.97 0.00 1659.28 1163.01 0.500 0.99 1.00 4.341 A 2 565.92 141.48 565.89 760.78 1039.34 0.00 1107.25 770.02 0.511 1.03 1.04 6.649 A 3 1261.77 315.44 1261.71 1146.13 459.10 0.00 1972.98 1853.21 0.640 1.75 1.76 5.061 A 4 725.57 181.39 725.55 693.61 1027.20 0.00 1601.72 1268.70 0.453 0.82 0.82 4.108 A

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 679.37 641.03 793.80 0.00 1794.58 1163.03 0.378 1.00 0.61 3.231 A 2 462.08 115.52 463.77 622.68 850.49 0.00 1222.16 770.02 0.378 1.04 0.61 4.757 A 3 1030.23 257.56 1033.12 938.09 376.18 0.00 2032.04 1853.21 0.507 1.76 1.04 3.616 A 4 592.43 148.11 593.64 568.11 841.20 0.00 1734.29 1268.67 0.342 0.82 0.52 3.158 A

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 568.37 536.11 664.12 0.00 1894.18 1163.02 0.300 0.61 0.43 2.718 A 2 386.97 96.74 387.72 520.91 711.58 0.00 1306.69 770.02 0.296 0.61 0.42 3.920 A 3 862.77 215.69 864.05 784.78 314.53 0.00 2075.96 1853.21 0.416 1.04 0.72 2.975 A 4 496.13 124.03 496.72 475.08 703.50 0.00 1832.43 1268.68 0.271 0.52 0.37 2.697 A

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Generated on 07/09/2012 10:50:26 using ARCADY 8 (8.0.0.296) Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.71 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:00-08:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 1.02 0.00 0.00 1.00 2.00 N/A N/A Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:15-08:30) 7

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.99 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.03 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.75 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.82 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:30-08:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.00 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.76 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.82 0.00 0.00 0.00 1.00 N/A N/A

Queue Variation results: (08:45-09:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 0.72 0.00 0.00 0.00 1.00 N/A N/A Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Shobnall Rd J2 Model.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 10:50:09

« (Default Analysis Set) - 2016, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM " model duration: 07:45 - 09:15 "D2 - 2016, PM" model duration: 16:45 - 18:15 "D3 - 2026, AM" model duration: 07:45 - 09:15 "D4 - 2026, PM" model duration: 16:45 - 18:15 "D5 - 2016+Dev, AM" model duration: 07:45 - 09:15 "D6 - 2016+Dev, PM" model duration: 16:45 - 18:15 "D7 - 2026+Dev, AM" model duration: 07:45 - 09:15 "D8 - 2026+Dev, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 07/09/2012 10:50:07

File summary File Description

Title Shobnall Rd J2 Location Burton-Upon-Trent Site Number Date 08/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Roundabout 1,2,3,4 4.95 A

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Shobnall Road West 2 Wellington Street 3 Shobnall Road East 4 Wellington Road

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 9.00 18.50 22.00 38.00 50.00 2 3.00 9.00 25.00 12.00 44.00 50.00 3 3.00 12.00 62.50 12.00 39.00 70.00 4 6.50 11.00 20.00 15.00 43.00 70.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.23 0.70 0.08 From 2 0.22 0.01 0.30 0.47 3 0.49 0.22 0.00 0.29 4 0.05 0.40 0.54 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.50 4.34 1.00 ? A 691.88 1037.83 60.41 3.49 0.67 60.41 3.49 2 0.51 6.65 1.04 ? A 471.66 707.48 61.23 5.19 0.68 61.23 5.19 3 0.64 5.06 1.76 2.00 A 1051.59 1577.38 103.74 3.95 1.15 103.75 3.95 4 0.45 4.11 0.82 1.00 A 604.71 907.06 51.03 3.38 0.57 51.03 3.38

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 565.95 533.44 661.23 0.00 1896.40 1163.02 0.299 0.00 0.43 2.702 A 2 386.97 96.74 385.30 518.61 708.57 0.00 1308.52 770.02 0.296 0.00 0.42 3.892 A 3 862.77 215.69 859.94 781.22 312.64 0.00 2077.31 1853.21 0.415 0.00 0.71 2.951 A 4 496.13 124.03 494.65 472.57 700.02 0.00 1834.91 1268.68 0.270 0.00 0.37 2.684 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 677.12 638.37 791.17 0.00 1796.60 1163.03 0.377 0.43 0.60 3.214 A 2 462.08 115.52 461.34 620.52 847.77 0.00 1223.82 770.02 0.378 0.42 0.60 4.718 A 3 1030.23 257.56 1028.98 934.80 374.30 0.00 2033.38 1853.21 0.507 0.71 1.02 3.579 A 4 592.43 148.11 591.84 565.60 837.69 0.00 1736.79 1268.67 0.341 0.37 0.52 3.142 A

Main results: (08:15-08:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 828.62 780.96 968.19 0.00 1660.65 1163.01 0.500 0.60 0.99 4.319 A 2 565.92 141.48 564.22 759.31 1037.50 0.00 1108.37 770.02 0.511 0.60 1.03 6.594 A 3 1261.77 315.44 1258.86 1143.90 457.81 0.00 1973.89 1853.21 0.639 1.02 1.75 5.015 A 4 725.57 181.39 724.35 691.88 1024.79 0.00 1603.44 1268.70 0.453 0.52 0.82 4.089 A

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 830.17 207.54 830.15 782.79 969.97 0.00 1659.28 1163.01 0.500 0.99 1.00 4.341 A 2 565.92 141.48 565.89 760.78 1039.34 0.00 1107.25 770.02 0.511 1.03 1.04 6.649 A 3 1261.77 315.44 1261.71 1146.13 459.10 0.00 1972.98 1853.21 0.640 1.75 1.76 5.061 A 4 725.57 181.39 725.55 693.61 1027.20 0.00 1601.72 1268.70 0.453 0.82 0.82 4.108 A

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 677.83 169.46 679.37 641.03 793.80 0.00 1794.58 1163.03 0.378 1.00 0.61 3.231 A 2 462.08 115.52 463.77 622.68 850.49 0.00 1222.16 770.02 0.378 1.04 0.61 4.757 A 3 1030.23 257.56 1033.12 938.09 376.18 0.00 2032.04 1853.21 0.507 1.76 1.04 3.616 A 4 592.43 148.11 593.64 568.11 841.20 0.00 1734.29 1268.67 0.342 0.82 0.52 3.158 A

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 567.65 141.91 568.37 536.11 664.12 0.00 1894.18 1163.02 0.300 0.61 0.43 2.718 A 2 386.97 96.74 387.72 520.91 711.58 0.00 1306.69 770.02 0.296 0.61 0.42 3.920 A 3 862.77 215.69 864.05 784.78 314.53 0.00 2075.96 1853.21 0.416 1.04 0.72 2.975 A 4 496.13 124.03 496.72 475.08 703.50 0.00 1832.43 1268.68 0.271 0.52 0.37 2.697 A

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.71 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:00-08:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.60 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Generated on 07/09/2012 10:50:26 using ARCADY 8 (8.0.0.296) 3 1.02 0.00 0.00 1.00 2.00 N/A N/A Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:15-08:30)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.99 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.03 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.75 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.82 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:30-08:45)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 1.00 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.76 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.82 0.00 0.00 0.00 1.00 N/A N/A

Queue Variation results: (08:45-09:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.61 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 1.04 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.52 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.43 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 0.72 0.00 0.00 0.00 1.00 N/A N/A Percentiles could not be calculated. This 4 0.37 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

8 Generated on 07/09/2012 11:02:53 using ARCADY 8 (8.0.0.296)

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 1 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016, AM" model duration: 07:30 - 09:00 "D2 - 2016, PM" model duration: 16:30 - 18:00 "D3 - 2016 + Dev, AM" model duration: 07:30 - 09:00 "D4 - 2016 + Dev, PM" model duration: 16:30 - 18:00 "D5 - 2026, AM" model duration: 07:30 - 09:00 "D6 - 2026, PM" model duration: 16:30 - 18:00 "D7 - 2026 + Dev, AM" model duration: 07:30 - 09:00 "D8 - 2026 + Dev, PM " model duration: 16:30 - 18:00

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major D Hopley Road Minor

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Priority Intersection Slopes and Intercepts Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Slope Intercept Junction Stream for for for for for for for for for for for for (PCU/hr) A-B A-C A-D B-A B-C B-D C-A C-B C-D D-A D-B D-C 1 A-D 573.963 ------0.222 0.318 0.222 - - - 1 B-A 439.579 0.080 0.202 0.202 - - - 0.127 0.289 - 0.202 0.202 0.101 1 B-C 573.963 0.088 0.222 ------1 B-D, nearside lane 439.579 0.080 0.202 0.202 - - - 0.127 0.289 0.127 - - - 1 B-D, offside lane 439.579 0.080 0.202 0.202 - - - 0.127 0.289 0.127 - - - 1 C-B 573.963 0.222 0.222 0.318 ------1 D-A 573.963 ------0.222 - 0.088 - - - 1 D-B, nearside lane 439.579 0.127 0.127 0.289 - - - 0.202 0.202 0.080 - - - 1 D-B, offside lane 439.579 0.127 0.127 0.289 - - - 0.202 0.202 0.080 - - - 1 D-C 439.579 - 0.127 0.289 0.101 0.202 0.202 0.202 0.202 0.080 - - - The slopes and intercepts shown above do NOT include any corrections or adjustments. Streams may be combined, in which case capacity will be adjusted. Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) A ONE HOUR ✓ 608.00 100.000 B ONE HOUR ✓ 151.00 100.000 C ONE HOUR ✓ 446.00 100.000 D ONE HOUR ✓ 275.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To A B C D A 0.000 24.000 503.000 81.000 From B 64.000 0.000 71.000 16.000 C 335.000 64.000 0.000 47.000 D 162.000 6.000 107.000 0.000

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 D 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 111.77 0.00 345.84 0.329 0.00 0.48 15.263 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 60.42 0.00 494.70 0.123 0.00 0.14 8.280 A D- 207.03 51.76 202.76 0.00 392.49 0.527 0.00 1.07 18.588 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 47.73 0.00 466.36 0.103 0.00 0.11 8.589 A

Main results: (16:45-17:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 134.71 0.00 313.60 0.433 0.48 0.74 20.003 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 72.67 0.00 479.17 0.152 0.14 0.18 8.856 A D- 247.22 61.80 243.89 0.00 366.49 0.675 1.07 1.90 28.572 D ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.40 0.00 445.30 0.129 0.11 0.15 9.278 A

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 163.17 0.00 267.07 0.623 0.74 1.51 33.672 D ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 88.94 0.00 457.86 0.195 0.18 0.24 9.752 A D- 302.78 75.70 286.77 0.00 328.68 0.921 1.90 5.90 68.385 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.25 0.00 416.37 0.169 0.15 0.20 10.394 B

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------Generated- on- 07/09/2012- 11:02:53- using ARCADY 8 (8.0.0.296) C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description 2 Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major D Hopley Road Minor

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 D 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Generated on 07/09/2012 11:02:53 using ARCADY 8 (8.0.0.296) Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major

D Hopley Road Minor 3

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 D 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arms Generated on 07/09/2012 11:02:53 using ARCADY 8 (8.0.0.296)

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major D Hopley Road Minor

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

4 Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 D 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major D Hopley Road Minor

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options Generated on 07/09/2012 11:02:53 using ARCADY 8 (8.0.0.296) PCU Estimate Default Vehicle Vehicle Vehicle Mix Default Turning Turning Turning Vehicle Mix Factor for from Vehicle Mix Varies Mix Varies Varies Turning Proportions Proportions Proportions Source a HV entry/exit Mix Over Time Over Turn Over Entry Proportions Vary Over Time Vary Over Turn Vary Over Entry (PCU) counts HV ✓ ✓ 2.00 ✓ ✓ Percentages

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 D 0.000 0.000 0.000 0.000

Results 5 Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major D Hopley Road Minor

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 Generated on 07/09/2012 11:02:53 using ARCADY 8 (8.0.0.296) D 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 163.17 0.00 267.07 0.623 0.74 1.51 33.672 D ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------6 A-D 89.18 22.30 88.94 0.00 457.86 0.195 0.18 0.24 9.752 A D- 302.78 75.70 286.77 0.00 328.68 0.921 1.90 5.90 68.385 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.25 0.00 416.37 0.169 0.15 0.20 10.394 B

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major D Hopley Road Minor

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 D 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Main results: (16:45-17:00)

Generated on 07/09/2012 11:02:53 using ARCADY 8 (8.0.0.296) Main results: (17:00-17:15)

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD 7 A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major D Hopley Road Minor

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 D 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment Generated on 07/09/2012 11:02:53 using ARCADY 8 (8.0.0.296)

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD 8 A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major D Hopley Road Minor

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 D 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Generated on 07/09/2012 11:02:53 using ARCADY 8 (8.0.0.296) Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC 9 C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major D Hopley Road Minor

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 D 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------Generated on 07/09/2012 11:02:53 using ARCADY 8 (8.0.0.296) A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A 10 small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Henhurst Hill Junc.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 07/09/2012 11:02:22

« (Default Analysis Set) - 2026 + Dev, PM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 Stream 0.26 ? 11.62 0.21 B 0.61 1.00 18.11 0.38 C B-ACD Stream ------A-B Stream ------A-C Stream 0.11 ? 10.70 0.10 B 0.19 ? 9.26 0.16 A A-D 19.63 C 28.45 D Stream 1.46 4.00 30.98 0.60 D 2.92 10.00 44.35 0.76 E D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.33 0.20 A 0.19 ? 10.01 0.16 B C-B A1 - 2016 + Dev Stream 0.61 1.00 18.86 0.38 C 1.34 4.00 31.20 0.58 D B-ACD Stream ------A-B Stream ------A-C Stream 0.14 ? 11.09 0.13 B 0.23 ? 9.55 0.19 A A-D 26.24 D 43.43 E Stream 2.36 8.00 41.23 0.72 E 5.09 19.00 67.92 0.87 F D-ABC Stream ------C-D Stream ------C-A Stream 0.26 ? 9.44 0.21 A 0.19 ? 10.14 0.16 B C-B A1 - 2026 Stream 0.29 ? 12.40 0.23 B 0.69 1.00 19.66 0.41 C B-ACD Stream ------A-B Stream ------A-C Stream 0.12 ? 11.16 0.11 B 0.21 ? 9.46 0.17 A A-D 23.57 C 34.81 D Stream 1.94 6.00 39.13 0.67 E 3.83 14.00 56.52 0.82 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.60 0.22 A 0.20 ? 10.27 0.17 B C-B A1 - 2026 + Dev Stream 0.70 1.00 20.79 0.42 C 1.60 5.00 36.12 0.63 E B-ACD Stream ------A-B Stream ------A-C Stream 0.16 ? 11.59 0.14 B 0.24 ? 9.77 0.19 A A-D 33.81 D 56.99 F Stream 3.35 12.00 56.74 0.79 F 7.30 28.00 93.20 0.92 F D-ABC Stream ------C-D Stream ------C-A Stream 0.28 ? 9.72 0.22 A 0.20 ? 10.41 0.17 B C-B

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 07/09/2012 11:02:18

File summary File Description

Title Henhurst Hill/Postern Road/Hopley Road Location Burton Site Number Date 03/09/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2026 + Dev, PM

Data Errors and Warnings Severity Area Item Description Warning Queue variations Analysis Options Queue Variations cannot be calculated for crossroads.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Major Road Direction Arm Order Do Geometric Delay Junction Delay (s) Junction LOS (untitled) Crossroads Two-way A,B,C,D 56.99 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description Arm Type A Henhurst Hill East Major B Postern Road Minor C Henhurst Hill West Major D Hopley Road Minor

Major Arm Geometry

Width of Has kerbed central Width of kerbed central Has right Width For Right Visibility For Right Blocking Queue Arm Blocks? carriageway (m) reserve reserve (m) turn bay Turn (m) Turn (m) (PCU) A 6.00 0.00 2.20 0.00 C 6.00 0.00 2.20 0.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry

Pedestrian Crossings

Arm Crossing Type A None B None C None D None

Slope / Intercept / Capacity

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To A B C D A 0.00 0.04 0.83 0.13 From B 0.42 0.00 0.47 0.11 C 0.75 0.14 0.00 0.11 D 0.59 0.02 0.39 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To A B C D A 1.000 1.000 1.000 1.000 From B 1.000 1.000 1.000 1.000 C 1.000 1.000 1.000 1.000 D 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To A B C D A 0.000 0.000 0.000 0.000 From B 0.000 0.000 0.000 0.000 C 0.000 0.000 0.000 0.000 D 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Stream Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) B- 0.63 36.12 1.60 5.00 E 138.56 207.84 81.78 23.61 0.91 81.80 23.62 ACD A-B - - - - - 22.02 33.03 - - - - - A-C - - - - - 461.56 692.34 - - - - - A-D 0.19 9.77 0.24 ? A 74.33 111.49 16.66 8.97 0.19 16.66 8.97 D- 0.92 93.20 7.30 28.00 F 252.34 378.52 273.18 43.30 3.04 273.28 43.32 ABC C-D - - - - - 43.13 64.69 - - - - - C-A - - - - - 307.40 461.10 - - - - - C-B 0.17 10.41 0.20 ? B 58.73 88.09 13.85 9.44 0.15 13.85 9.44

Main Results for each time segment

Main results: (16:30-16:45)

Main results: (16:45-17:00)

Main results: (17:00-17:15)

Main results: (17:15-17:30)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 166.25 41.56 165.89 0.00 264.74 0.628 1.51 1.60 36.115 E ACD A-B 26.42 6.61 26.42 0.00 ------A-C 553.81 138.45 553.81 0.00 ------A-D 89.18 22.30 89.18 0.00 457.79 0.195 0.24 0.24 9.766 A D- 302.78 75.70 297.18 0.00 328.16 0.923 5.90 7.30 93.196 F ABC C-D 51.75 12.94 51.75 0.00 ------C-A 368.84 92.21 368.84 0.00 ------C-B 70.47 17.62 70.46 0.00 416.29 0.169 0.20 0.20 10.409 B

Main results: (17:30-17:45)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 135.75 33.94 138.90 0.00 310.35 0.437 1.60 0.81 21.358 C ACD A-B 21.58 5.39 21.58 0.00 ------A-C 452.19 113.05 452.19 0.00 ------A-D 72.82 18.20 73.05 0.00 479.06 0.152 0.24 0.18 8.871 A D- 247.22 61.80 267.22 0.00 365.80 0.676 7.30 2.30 41.796 E ABC C-D 42.25 10.56 42.25 0.00 ------C-A 301.16 75.29 301.16 0.00 ------C-B 57.53 14.38 57.74 0.00 445.17 0.129 0.20 0.15 9.296 A

Main results: (17:45-18:00)

Total Demand Junction Arrivals Entry Flow Pedestrian Demand Capacity Start Queue End Queue Delay Stream RFC LOS (PCU/hr) (PCU) (PCU/hr) (Ped/hr) (PCU/hr) (PCU) (PCU) (s) B- 113.68 28.42 114.89 0.00 344.52 0.330 0.81 0.50 15.759 C ACD A-B 18.07 4.52 18.07 0.00 ------A-C 378.68 94.67 378.68 0.00 ------A-D 60.98 15.25 61.14 0.00 494.51 0.123 0.18 0.14 8.311 A D- 207.03 51.76 211.57 0.00 391.88 0.528 2.30 1.17 20.430 C ABC C-D 35.38 8.85 35.38 0.00 ------C-A 252.21 63.05 252.21 0.00 ------C-B 48.18 12.05 48.32 0.00 466.13 0.103 0.15 0.12 8.620 A

Queueing Delay Results for each time segment

Queueing Delay results: (16:30-16:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 6.68 0.45 15.263 C B ACD A-B - - - - - A-C - - - - - A-D 2.01 0.13 8.280 A A D- 14.54 0.97 18.588 C B ABC C-D - - - - - C-A - - - - - C-B 1.65 0.11 8.589 A A

Queueing Delay results: (16:45-17:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 10.39 0.69 20.003 C C ACD A-B - - - - - A-C - - - - - A-D 2.59 0.17 8.856 A A D- 25.69 1.71 28.572 D C ABC C-D - - - - - C-A - - - - - C-B 2.15 0.14 9.278 A A

Queueing Delay results: (17:00-17:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 20.14 1.34 33.672 D C ACD A-B - - - - - A-C - - - - - A-D 3.48 0.23 9.752 A A D- 66.95 4.46 68.385 F E ABC C-D - - - - - C-A - - - - - C-B 2.93 0.20 10.394 B B

Queueing Delay results: (17:15-17:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 23.43 1.56 36.115 E D ACD A-B - - - - - A-C - - - - - A-D 3.60 0.24 9.766 A A D- 100.16 6.68 93.196 F F ABC C-D - - - - - C-A - - - - - C-B 3.03 0.20 10.409 B B

Queueing Delay results: (17:30-17:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 13.14 0.88 21.358 C C ACD A-B - - - - - A-C - - - - - A-D 2.79 0.19 8.871 A A D- 46.75 3.12 41.796 E D ABC C-D - - - - - C-A - - - - - C-B 2.32 0.15 9.296 A A

Queueing Delay results: (17:45-18:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Stream min) min/min) Vehicle (s) Service Service B- 8.00 0.53 15.759 C B ACD A-B - - - - - A-C - - - - - A-D 2.18 0.15 8.311 A A D- 19.09 1.27 20.430 C C ABC C-D - - - - - C-A - - - - - C-B 1.79 0.12 8.620 A A

Queue Variation Results for each time segment

Queue Variation results: (16:30-16:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.48 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This D- 1.07 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ABC small or very big. C-D ------C-A ------Percentiles could not be calculated. This C-B 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (16:45-17:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This B- 0.74 N/A N/A N/A N/A may be because the mean queue is very N/A N/A ACD small or very big. A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.90 0.00 0.00 3.00 5.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:00-17:15)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.51 0.00 0.00 1.00 4.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 5.90 0.00 2.00 14.00 21.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:15-17:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 1.60 0.00 0.00 1.00 5.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 7.30 0.00 0.00 18.00 28.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.20 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:30-17:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.81 0.00 0.00 1.00 2.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.18 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Generated on 07/09/2012 11:02:53 using ARCADY 8 (8.0.0.296) D- 2.30 0.00 0.00 4.00 8.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.15 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (17:45-18:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Stream Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker B- 0.50 0.00 0.00 0.00 1.00 N/A N/A ACD A-B ------A-C ------Percentiles could not be calculated. This A-D 0.14 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. D- 1.17 0.00 0.00 1.00 3.00 N/A N/A ABC C-D ------C-A ------Percentiles could not be calculated. This C-B 0.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

11 Generated on 06/09/2012 12:03:56 using ARCADY 8 (8.0.0.296)

Filename: Branston Roundabout.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 12:03:31

« (Default Analysis Set) - 2016 DS, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 DM Arm 0.16 ? 0.97 0.14 A 0.38 ? 1.20 0.27 A 1 Arm 1.22 1.00 2.90 0.55 A 2.43 2.00 6.41 0.71 A 2 156.92 F 3.64 A Arm 2.17 3.00 9.96 0.69 A 0.31 ? 3.29 0.24 A 3 Arm 191.83 200.00 509.96 1.44 F 0.49 1.00 2.38 0.33 A 4 A1 - 2016 DS Arm 0.16 ? 0.97 0.14 A 0.39 ? 1.25 0.28 A 1 Arm 1.24 1.00 2.95 0.55 A 1.32 ? 4.59 0.57 A 2 162.38 F 2.81 A Arm 2.25 4.00 10.43 0.70 B 0.32 ? 3.29 0.24 A 3 Arm 198.12 145.00 528.80 1.46 F 0.57 1.00 2.51 0.37 A 4 A1 - 2026 DM Arm 0.39 ? 1.25 0.28 A 0.99 ? 2.17 0.50 A 1 Arm 50.32 130.00 83.55 1.03 F 296.80 200.00 801.69 1.76 F 2 722.87 F 208.34 F Arm 258.85 164.00 1049.03 1.93 F 2.22 6.00 11.08 0.69 B 3 Arm 450.20 ? 1948.41 1.59 F 1.78 3.00 7.59 0.64 A 4 A1 - 2026 DS Arm 0.38 ? 1.25 0.28 A 0.99 ? 2.18 0.50 A 1 Arm 52.47 132.00 86.05 1.04 F 301.55 200.00 813.07 1.78 F 2 742.80 F 211.55 F Arm 261.50 164.00 1055.45 1.92 F 2.23 6.00 11.01 0.69 B 3 Arm 463.42 ? 2011.71 1.60 F 1.84 3.00 7.71 0.65 A 4 1

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

"D1 - 2016 DS, AM " model duration: 07:45 - 09:15 "D2 - 2016 DS, PM" model duration: 16:45 - 18:15 "D3 - 2026 DS, AM" model duration: 07:45 - 09:15 "D4 - 2026 DS, PM" model duration: 16:45 - 18:15 "D5 - 2016 DM, AM" model duration: 07:45 - 09:15 "D6 - 2016 DM, PM" model duration: 16:45 - 18:15 "D7 - 2026 DM, AM" model duration: 07:45 - 09:15 "D8 - 2026 DM, PM" model duration: 16:45 - 18:15

Run using ARCADY 8.0.0.296 at 06/09/2012 12:02:58

File summary File Description

Title Branston Roundabout Location Burton Upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016 DS, AM

Data Errors and Warnings Severity Area Item Description Arm 1 - Roundabout Effective flare length is over 30m, which is outside the normal range. Treat capacities with Warning Geometry Geometry increasing caution. Arm 3 - Roundabout Effective flare length is over 30m, which is outside the normal range. Treat capacities with Warning Geometry Geometry increasing caution.

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS Branston Roundabout Roundabout 1,2,3,4 ✓ ✓ 162.38 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Wellington Road 2 Lichfield Road South 3 Branston Road 4 Lichfield Road North

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 16.00 40.00 39.00 158.00 30.00 2 6.00 12.00 25.00 35.00 145.00 20.00 3 3.50 11.50 38.00 40.00 158.00 30.00 4 6.00 14.00 21.00 34.00 145.00 20.00

Large Roundabout Data

Arm Circulating flow (PCU/hr) Entry-to-exit separation (m) 1 0.00 18.00 2 0.00 74.00 3 0.00 27.00 4 0.00 79.00 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Arm Enter slope and intercept directly Entered slope Entered intercept (PCU/hr) Final Slope Final Intercept (PCU/hr) 1 (calculated) (calculated) 1.586 4632.064 2 (calculated) (calculated) 1.366 3717.875 3 (calculated) (calculated) 1.223 3383.103 4 (calculated) (calculated) 1.385 3772.591 The slope and intercept shown above include any corrections and adjustments.

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Arm Profile Type Use Turning Counts Average Demand Flow (PCU/hr) Flow Scaling Factor (%) 1 ONE HOUR ✓ 549.00 100.000 2 ONE HOUR ✓ 1378.00 100.000 3 ONE HOUR ✓ 720.00 100.000 4 ONE HOUR ✓ 1140.00 100.000

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 207.000 342.000 From 2 1306.000 18.000 54.000 0.000 3 513.000 72.000 0.000 135.000 4 990.000 0.000 147.000 3.000

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.00 0.38 0.62 From 2 0.95 0.01 0.04 0.00 3 0.71 0.10 0.00 0.19 4 0.87 0.00 0.13 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.14 0.97 0.16 ? A 503.77 755.66 12.02 0.95 0.13 12.02 0.95 2 0.55 2.95 1.24 1.00 A 1264.48 1896.72 76.31 2.41 0.85 76.31 2.41 3 0.70 10.43 2.25 4.00 B 660.68 991.03 98.39 5.96 1.09 98.39 5.96 4 1.46 528.80 198.12 145.00 F 1046.08 1569.13 5770.29 220.64 64.11 5770.30 220.64

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 412.90 2108.40 180.01 0.00 4346.60 3876.82 0.095 0.00 0.10 0.914 A 2 1037.43 259.36 1035.32 67.56 525.34 0.00 3000.34 0.00 0.346 0.00 0.53 1.830 A 3 542.05 135.51 540.40 306.45 1254.21 0.00 1849.44 419.31 0.293 0.00 0.41 2.746 A 4 858.25 214.56 854.59 360.79 1433.83 0.00 1786.98 3300.83 0.480 0.00 0.92 3.847 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.44 2517.51 214.72 0.00 4291.57 3876.82 0.115 0.10 0.13 0.946 A 2 1238.79 309.70 1237.86 80.78 627.38 0.00 2860.97 0.00 0.433 0.53 0.76 2.217 A 3 647.27 161.82 646.07 365.82 1499.42 0.00 1549.60 419.31 0.418 0.41 0.71 3.980 A 4 1024.84 256.21 1017.94 431.21 1714.28 0.00 1398.60 3300.83 0.733 0.92 2.64 9.294 A

Main results: (08:15-08:30)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 604.46 151.12 604.33 2749.10 212.47 0.00 4295.13 3876.82 0.141 0.13 0.16 0.975 A 2 1517.21 379.30 1515.31 98.47 718.33 0.00 2736.75 0.00 0.554 0.76 1.24 2.947 A 3 792.73 198.18 786.77 398.96 1834.67 0.00 1139.65 419.31 0.696 0.71 2.20 10.038 B 4 1255.16 313.79 866.40 526.26 2095.17 0.00 871.13 3300.83 1.441 2.64 99.83 222.509 F

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 604.46 151.12 604.46 2751.18 212.49 0.00 4295.09 3876.82 0.141 0.16 0.16 0.975 A 2 1517.21 379.30 1517.19 99.07 717.88 0.00 2737.36 0.00 0.554 1.24 1.24 2.949 A 3 792.73 198.18 792.53 398.52 1836.55 0.00 1137.35 419.31 0.697 2.20 2.25 10.425 B 4 1255.16 313.79 862.00 527.42 2101.67 0.00 862.13 3300.83 1.456 99.83 198.12 528.798 F

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.66 2839.54 263.10 0.00 4214.84 3876.82 0.117 0.16 0.13 0.968 A 2 1238.79 309.70 1240.55 81.54 675.22 0.00 2795.63 0.00 0.443 1.24 0.80 2.319 A 3 647.27 161.82 653.38 412.67 1503.10 0.00 1545.10 419.31 0.419 2.25 0.73 4.064 A 4 1024.84 256.21 1379.83 433.67 1722.81 0.00 1386.79 3300.83 0.739 198.12 109.37 388.812 F

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 413.42 2493.22 237.89 0.00 4254.82 3876.82 0.097 0.13 0.11 0.936 A 2 1037.43 259.36 1038.42 67.89 583.41 0.00 2921.02 0.00 0.355 0.80 0.55 1.915 A 3 542.05 135.51 543.29 363.17 1258.66 0.00 1844.00 419.31 0.294 0.73 0.42 2.771 A 4 858.25 214.56 1291.96 362.80 1439.15 0.00 1779.62 3300.83 0.482 109.37 0.95 25.705 D

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 1.56 0.10 0.914 A A 2 7.79 0.52 1.830 A A 3 6.08 0.41 2.746 A A 4 13.34 0.89 3.847 A A

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 1.94 0.13 0.946 A A 2 11.24 0.75 2.217 A A 3 10.43 0.70 3.980 A A 4 36.64 2.44 9.294 A A

Queueing Delay results: (08:15-08:30)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 2.44 0.16 0.975 A A 2 18.12 1.21 2.947 A A 3 30.63 2.04 10.038 B B 4 775.29 51.69 222.509 F F

Queueing Delay results: (08:30-08:45)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 2.45 0.16 0.975 A A 2 18.56 1.24 2.949 A A 3 33.53 2.24 10.425 B B 4 2234.70 148.98 528.798 F F

Queueing Delay results: (08:45-09:00)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 2.00 0.13 0.968 A A 2 12.20 0.81 2.319 A A 3 11.33 0.76 4.064 A A 4 2306.21 153.75 388.812 F F

Queueing Delay results: (09:00-09:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 1.62 0.11 0.936 A A 2 8.39 0.56 1.915 A A 3 6.38 0.43 2.771 A A 4 404.12 26.94 25.705 D C

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.10 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.53 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.41 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 0.00 2.00 N/A N/A

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Arm Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This 1 0.16 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 2.20 0.00 0.00 0.00 3.00 N/A N/A 4 99.83 63.00 97.00 130.00 141.00 N/A N/A

Queue Variation results: (08:30-08:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Arm Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This 1 0.16 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 2.25 0.00 0.00 0.00 4.00 N/A N/A Percentiles could not be calculated. This 4 198.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:45-09:00)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Arm Percentile Message Reaching Or Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Exceeding Marker Marker Percentiles could not be calculated. This 1 0.13 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.80 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 0.73 0.00 0.00 0.00 1.00 N/A N/A 4 109.37 76.00 107.00 136.00 145.00 N/A N/A

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.55 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.95 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Branston Roundabout.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 12:03:31

« (Default Analysis Set) - 2016 DS, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

AM PM 95% Junction 95% Junction Queue Delay Junction Queue Delay Junction Queue RFC LOS Delay Queue RFC LOS Delay (PCU) (s) LOS (PCU) (s) LOS (PCU) (s) (PCU) (s) A1 - 2016 DM Arm 0.16 ? 0.97 0.14 A 0.38 ? 1.20 0.27 A 1 Arm 1.22 1.00 2.90 0.55 A 2.43 2.00 6.41 0.71 A 2 156.92 F 3.64 A Arm 2.17 3.00 9.96 0.69 A 0.31 ? 3.29 0.24 A 3 Arm 191.83 200.00 509.96 1.44 F 0.49 1.00 2.38 0.33 A 4 A1 - 2016 DS Arm 0.16 ? 0.97 0.14 A 0.39 ? 1.25 0.28 A 1 Arm 1.24 1.00 2.95 0.55 A 1.32 ? 4.59 0.57 A 2 162.38 F 2.81 A Arm 2.25 4.00 10.43 0.70 B 0.32 ? 3.29 0.24 A 3 Arm 198.12 145.00 528.80 1.46 F 0.57 1.00 2.51 0.37 A 4 A1 - 2026 DM Arm 0.39 ? 1.25 0.28 A 0.99 ? 2.17 0.50 A 1 Arm 50.32 130.00 83.55 1.03 F 296.80 200.00 801.69 1.76 F 2 722.87 F 208.34 F Arm 258.85 164.00 1049.03 1.93 F 2.22 6.00 11.08 0.69 B 3 Arm 450.20 ? 1948.41 1.59 F 1.78 3.00 7.59 0.64 A 4 Generated on 06/09/2012 12:03:56 using ARCADY 8 (8.0.0.296) A1 - 2026 DS Arm 0.38 ? 1.25 0.28 A 0.99 ? 2.18 0.50 A 1 Arm 52.47 132.00 86.05 1.04 F 301.55 200.00 813.07 1.78 F 2 742.80 F 211.55 F Arm 261.50 164.00 1055.45 1.92 F 2.23 6.00 11.01 0.69 B 3 Arm 463.42 ? 2011.71 1.60 F 1.84 3.00 7.71 0.65 A 4

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 12:02:58

File summary File Description

Title Branston Roundabout Location Burton Upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016 DS, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS Branston Roundabout Roundabout 1,2,3,4 ✓ ✓ 162.38 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Wellington Road 2 Lichfield Road South 3 Branston Road 4 Lichfield Road North

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 16.00 40.00 39.00 158.00 30.00 2 6.00 12.00 25.00 35.00 145.00 20.00 3 3.50 11.50 38.00 40.00 158.00 30.00 4 6.00 14.00 21.00 34.00 145.00 20.00

Large Roundabout Data

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.00 0.38 0.62 From 2 0.95 0.01 0.04 0.00 3 0.71 0.10 0.00 0.19 4 0.87 0.00 0.13 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.14 0.97 0.16 ? A 503.77 755.66 12.02 0.95 0.13 12.02 0.95 2 0.55 2.95 1.24 1.00 A 1264.48 1896.72 76.31 2.41 0.85 76.31 2.41 3 0.70 10.43 2.25 4.00 B 660.68 991.03 98.39 5.96 1.09 98.39 5.96 4 1.46 528.80 198.12 145.00 F 1046.08 1569.13 5770.29 220.64 64.11 5770.30 220.64

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 412.90 2108.40 180.01 0.00 4346.60 3876.82 0.095 0.00 0.10 0.914 A 2 1037.43 259.36 1035.32 67.56 525.34 0.00 3000.34 0.00 0.346 0.00 0.53 1.830 A 3 542.05 135.51 540.40 306.45 1254.21 0.00 1849.44 419.31 0.293 0.00 0.41 2.746 A 4 858.25 214.56 854.59 360.79 1433.83 0.00 1786.98 3300.83 0.480 0.00 0.92 3.847 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.44 2517.51 214.72 0.00 4291.57 3876.82 0.115 0.10 0.13 0.946 A 2 1238.79 309.70 1237.86 80.78 627.38 0.00 2860.97 0.00 0.433 0.53 0.76 2.217 A 3 647.27 161.82 646.07 365.82 1499.42 0.00 1549.60 419.31 0.418 0.41 0.71 3.980 A 4 1024.84 256.21 1017.94 431.21 1714.28 0.00 1398.60 3300.83 0.733 0.92 2.64 9.294 A

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 604.46 151.12 604.46 2751.18 212.49 0.00 4295.09 3876.82 0.141 0.16 0.16 0.975 A 2 1517.21 379.30 1517.19 99.07 717.88 0.00 2737.36 0.00 0.554 1.24 1.24 2.949 A 3 792.73 198.18 792.53 398.52 1836.55 0.00 1137.35 419.31 0.697 2.20 2.25 10.425 B 4 1255.16 313.79 862.00 527.42 2101.67 0.00 862.13 3300.83 1.456 99.83 198.12 528.798 F

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.66 2839.54 263.10 0.00 4214.84 3876.82 0.117 0.16 0.13 0.968 A 2 1238.79 309.70 1240.55 81.54 675.22 0.00 2795.63 0.00 0.443 1.24 0.80 2.319 A 3 647.27 161.82 653.38 412.67 1503.10 0.00 1545.10 419.31 0.419 2.25 0.73 4.064 A 4 1024.84 256.21 1379.83 433.67 1722.81 0.00 1386.79 3300.83 0.739 198.12 109.37 388.812 F

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 413.42 2493.22 237.89 0.00 4254.82 3876.82 0.097 0.13 0.11 0.936 A 2 1037.43 259.36 1038.42 67.89 583.41 0.00 2921.02 0.00 0.355 0.80 0.55 1.915 A 3 542.05 135.51 543.29 363.17 1258.66 0.00 1844.00 419.31 0.294 0.73 0.42 2.771 A 4 858.25 214.56 1291.96 362.80 1439.15 0.00 1779.62 3300.83 0.482 109.37 0.95 25.705 D

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.10 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.53 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.41 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 0.00 2.00 N/A N/A

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Arm Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This 1 0.16 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 2.25 0.00 0.00 0.00 4.00 N/A N/A Percentiles could not be calculated. This 4 198.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.55 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.95 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Branston Roundabout.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 12:03:31

« (Default Analysis Set) - 2016 DS, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 12:02:58

File summary File Description

Title Branston Roundabout Location Burton Upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016 DS, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS Branston Roundabout Roundabout 1,2,3,4 ✓ ✓ 162.38 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Wellington Road 2 Lichfield Road South 3 Branston Road 4 Lichfield Road North

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 16.00 40.00 39.00 158.00 30.00 2 6.00 12.00 25.00 35.00 145.00 20.00 3 3.50 11.50 38.00 40.00 158.00 30.00 4 6.00 14.00 21.00 34.00 145.00 20.00

Large Roundabout Data

Arm Circulating flow (PCU/hr) Entry-to-exit separation (m) 1 0.00 18.00 2 0.00 74.00 3 0.00 27.00 4 0.00 79.00 3 Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.00 0.38 0.62 From 2 0.95 0.01 0.04 0.00 3 0.71 0.10 0.00 0.19 4 0.87 0.00 0.13 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.14 0.97 0.16 ? A 503.77 755.66 12.02 0.95 0.13 12.02 0.95 2 0.55 2.95 1.24 1.00 A 1264.48 1896.72 76.31 2.41 0.85 76.31 2.41 3 0.70 10.43 2.25 4.00 B 660.68 991.03 98.39 5.96 1.09 98.39 5.96 4 1.46 528.80 198.12 145.00 F 1046.08 1569.13 5770.29 220.64 64.11 5770.30 220.64

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 412.90 2108.40 180.01 0.00 4346.60 3876.82 0.095 0.00 0.10 0.914 A 2 1037.43 259.36 1035.32 67.56 525.34 0.00 3000.34 0.00 0.346 0.00 0.53 1.830 A 3 542.05 135.51 540.40 306.45 1254.21 0.00 1849.44 419.31 0.293 0.00 0.41 2.746 A 4 858.25 214.56 854.59 360.79 1433.83 0.00 1786.98 3300.83 0.480 0.00 0.92 3.847 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.44 2517.51 214.72 0.00 4291.57 3876.82 0.115 0.10 0.13 0.946 A 2 1238.79 309.70 1237.86 80.78 627.38 0.00 2860.97 0.00 0.433 0.53 0.76 2.217 A 3 647.27 161.82 646.07 365.82 1499.42 0.00 1549.60 419.31 0.418 0.41 0.71 3.980 A 4 1024.84 256.21 1017.94 431.21 1714.28 0.00 1398.60 3300.83 0.733 0.92 2.64 9.294 A

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 604.46 151.12 604.46 2751.18 212.49 0.00 4295.09 3876.82 0.141 0.16 0.16 0.975 A 2 1517.21 379.30 1517.19 99.07 717.88 0.00 2737.36 0.00 0.554 1.24 1.24 2.949 A 3 792.73 198.18 792.53 398.52 1836.55 0.00 1137.35 419.31 0.697 2.20 2.25 10.425 B 4 1255.16 313.79 862.00 527.42 2101.67 0.00 862.13 3300.83 1.456 99.83 198.12 528.798 F

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.66 2839.54 263.10 0.00 4214.84 3876.82 0.117 0.16 0.13 0.968 A 2 1238.79 309.70 1240.55 81.54 675.22 0.00 2795.63 0.00 0.443 1.24 0.80 2.319 A 3 647.27 161.82 653.38 412.67 1503.10 0.00 1545.10 419.31 0.419 2.25 0.73 4.064 A 4 1024.84 256.21 1379.83 433.67 1722.81 0.00 1386.79 3300.83 0.739 198.12 109.37 388.812 F

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 413.42 2493.22 237.89 0.00 4254.82 3876.82 0.097 0.13 0.11 0.936 A 2 1037.43 259.36 1038.42 67.89 583.41 0.00 2921.02 0.00 0.355 0.80 0.55 1.915 A 3 542.05 135.51 543.29 363.17 1258.66 0.00 1844.00 419.31 0.294 0.73 0.42 2.771 A 4 858.25 214.56 1291.96 362.80 1439.15 0.00 1779.62 3300.83 0.482 109.37 0.95 25.705 D

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.10 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.53 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.41 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 0.00 2.00 N/A N/A

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Arm Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This 1 0.16 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 2.25 0.00 0.00 0.00 4.00 N/A N/A Percentiles could not be calculated. This 4 198.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.55 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.95 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Branston Roundabout.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 12:03:31

« (Default Analysis Set) - 2016 DS, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 12:02:58

File summary File Description

Title Branston Roundabout Location Burton Upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016 DS, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS Branston Roundabout Roundabout 1,2,3,4 ✓ ✓ 162.38 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Wellington Road 2 Lichfield Road South 3 Branston Road 4 Lichfield Road North

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 16.00 40.00 39.00 158.00 30.00 2 6.00 12.00 25.00 35.00 145.00 20.00 3 3.50 11.50 38.00 40.00 158.00 30.00 4 6.00 14.00 21.00 34.00 145.00 20.00

Large Roundabout Data Generated on 06/09/2012 12:03:56 using ARCADY 8 (8.0.0.296)

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) 4 To 1 2 3 4 1 0.00 0.00 0.38 0.62 From 2 0.95 0.01 0.04 0.00 3 0.71 0.10 0.00 0.19 4 0.87 0.00 0.13 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.14 0.97 0.16 ? A 503.77 755.66 12.02 0.95 0.13 12.02 0.95 2 0.55 2.95 1.24 1.00 A 1264.48 1896.72 76.31 2.41 0.85 76.31 2.41 3 0.70 10.43 2.25 4.00 B 660.68 991.03 98.39 5.96 1.09 98.39 5.96 4 1.46 528.80 198.12 145.00 F 1046.08 1569.13 5770.29 220.64 64.11 5770.30 220.64

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 412.90 2108.40 180.01 0.00 4346.60 3876.82 0.095 0.00 0.10 0.914 A 2 1037.43 259.36 1035.32 67.56 525.34 0.00 3000.34 0.00 0.346 0.00 0.53 1.830 A 3 542.05 135.51 540.40 306.45 1254.21 0.00 1849.44 419.31 0.293 0.00 0.41 2.746 A 4 858.25 214.56 854.59 360.79 1433.83 0.00 1786.98 3300.83 0.480 0.00 0.92 3.847 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.44 2517.51 214.72 0.00 4291.57 3876.82 0.115 0.10 0.13 0.946 A 2 1238.79 309.70 1237.86 80.78 627.38 0.00 2860.97 0.00 0.433 0.53 0.76 2.217 A 3 647.27 161.82 646.07 365.82 1499.42 0.00 1549.60 419.31 0.418 0.41 0.71 3.980 A 4 1024.84 256.21 1017.94 431.21 1714.28 0.00 1398.60 3300.83 0.733 0.92 2.64 9.294 A

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 604.46 151.12 604.46 2751.18 212.49 0.00 4295.09 3876.82 0.141 0.16 0.16 0.975 A 2 1517.21 379.30 1517.19 99.07 717.88 0.00 2737.36 0.00 0.554 1.24 1.24 2.949 A 3 792.73 198.18 792.53 398.52 1836.55 0.00 1137.35 419.31 0.697 2.20 2.25 10.425 B 4 1255.16 313.79 862.00 527.42 2101.67 0.00 862.13 3300.83 1.456 99.83 198.12 528.798 F

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.66 2839.54 263.10 0.00 4214.84 3876.82 0.117 0.16 0.13 0.968 A 2 1238.79 309.70 1240.55 81.54 675.22 0.00 2795.63 0.00 0.443 1.24 0.80 2.319 A 3 647.27 161.82 653.38 412.67 1503.10 0.00 1545.10 419.31 0.419 2.25 0.73 4.064 A 4 1024.84 256.21 1379.83 433.67 1722.81 0.00 1386.79 3300.83 0.739 198.12 109.37 388.812 F

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 413.42 2493.22 237.89 0.00 4254.82 3876.82 0.097 0.13 0.11 0.936 A 2 1037.43 259.36 1038.42 67.89 583.41 0.00 2921.02 0.00 0.355 0.80 0.55 1.915 A 3 542.05 135.51 543.29 363.17 1258.66 0.00 1844.00 419.31 0.294 0.73 0.42 2.771 A 4 858.25 214.56 1291.96 362.80 1439.15 0.00 1779.62 3300.83 0.482 109.37 0.95 25.705 D

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.10 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.53 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.41 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 0.00 2.00 N/A N/A

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Arm Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This 1 0.16 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 2.25 0.00 0.00 0.00 4.00 N/A N/A Percentiles could not be calculated. This 4 198.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.55 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.95 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Branston Roundabout.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 12:03:31

« (Default Analysis Set) - 2016 DS, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 12:02:58

File summary File Description

Title Branston Roundabout Location Burton Upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016 DS, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS Branston Roundabout Roundabout 1,2,3,4 ✓ ✓ 162.38 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Wellington Road 2 Lichfield Road South 3 Branston Road 4 Lichfield Road North

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 16.00 40.00 39.00 158.00 30.00 2 6.00 12.00 25.00 35.00 145.00 20.00 3 3.50 11.50 38.00 40.00 158.00 30.00 4 6.00 14.00 21.00 34.00 145.00 20.00

Large Roundabout Data

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Counts or Proportions (PCU/hr) - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 207.000 342.000 From 2 1306.000 18.000 54.000 0.000 Generated on 06/09/2012 12:03:56 using ARCADY 8 (8.0.0.296) 3 513.000 72.000 0.000 135.000 4 990.000 0.000 147.000 3.000

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.00 0.38 0.62 From 2 0.95 0.01 0.04 0.00 3 0.71 0.10 0.00 0.19 4 0.87 0.00 0.13 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.14 0.97 0.16 ? A 503.77 755.66 12.02 0.95 0.13 12.02 0.95 2 0.55 2.95 1.24 1.00 A 1264.48 1896.72 76.31 2.41 0.85 76.31 2.41 3 0.70 10.43 2.25 4.00 B 660.68 991.03 98.39 5.96 1.09 98.39 5.96 4 1.46 528.80 198.12 145.00 F 1046.08 1569.13 5770.29 220.64 64.11 5770.30 220.64

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 412.90 2108.40 180.01 0.00 4346.60 3876.82 0.095 0.00 0.10 0.914 A 2 1037.43 259.36 1035.32 67.56 525.34 0.00 3000.34 0.00 0.346 0.00 0.53 1.830 A 3 542.05 135.51 540.40 306.45 1254.21 0.00 1849.44 419.31 0.293 0.00 0.41 2.746 A 4 858.25 214.56 854.59 360.79 1433.83 0.00 1786.98 3300.83 0.480 0.00 0.92 3.847 A

Main results: (08:00-08:15) 5

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.44 2517.51 214.72 0.00 4291.57 3876.82 0.115 0.10 0.13 0.946 A 2 1238.79 309.70 1237.86 80.78 627.38 0.00 2860.97 0.00 0.433 0.53 0.76 2.217 A 3 647.27 161.82 646.07 365.82 1499.42 0.00 1549.60 419.31 0.418 0.41 0.71 3.980 A 4 1024.84 256.21 1017.94 431.21 1714.28 0.00 1398.60 3300.83 0.733 0.92 2.64 9.294 A

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 604.46 151.12 604.46 2751.18 212.49 0.00 4295.09 3876.82 0.141 0.16 0.16 0.975 A 2 1517.21 379.30 1517.19 99.07 717.88 0.00 2737.36 0.00 0.554 1.24 1.24 2.949 A 3 792.73 198.18 792.53 398.52 1836.55 0.00 1137.35 419.31 0.697 2.20 2.25 10.425 B 4 1255.16 313.79 862.00 527.42 2101.67 0.00 862.13 3300.83 1.456 99.83 198.12 528.798 F

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.66 2839.54 263.10 0.00 4214.84 3876.82 0.117 0.16 0.13 0.968 A 2 1238.79 309.70 1240.55 81.54 675.22 0.00 2795.63 0.00 0.443 1.24 0.80 2.319 A 3 647.27 161.82 653.38 412.67 1503.10 0.00 1545.10 419.31 0.419 2.25 0.73 4.064 A 4 1024.84 256.21 1379.83 433.67 1722.81 0.00 1386.79 3300.83 0.739 198.12 109.37 388.812 F

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 413.42 2493.22 237.89 0.00 4254.82 3876.82 0.097 0.13 0.11 0.936 A 2 1037.43 259.36 1038.42 67.89 583.41 0.00 2921.02 0.00 0.355 0.80 0.55 1.915 A 3 542.05 135.51 543.29 363.17 1258.66 0.00 1844.00 419.31 0.294 0.73 0.42 2.771 A 4 858.25 214.56 1291.96 362.80 1439.15 0.00 1779.62 3300.83 0.482 109.37 0.95 25.705 D

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.10 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.53 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.41 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 0.00 2.00 N/A N/A

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Arm Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This 1 0.16 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 2.25 0.00 0.00 0.00 4.00 N/A N/A Percentiles could not be calculated. This 4 198.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.55 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.95 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Branston Roundabout.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 12:03:31

« (Default Analysis Set) - 2016 DS, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 12:02:58

File summary File Description

Title Branston Roundabout Location Burton Upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016 DS, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS Branston Roundabout Roundabout 1,2,3,4 ✓ ✓ 162.38 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Wellington Road 2 Lichfield Road South 3 Branston Road 4 Lichfield Road North

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 16.00 40.00 39.00 158.00 30.00 2 6.00 12.00 25.00 35.00 145.00 20.00 3 3.50 11.50 38.00 40.00 158.00 30.00 4 6.00 14.00 21.00 34.00 145.00 20.00

Large Roundabout Data

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.00 0.38 0.62 From 2 0.95 0.01 0.04 0.00 3 0.71 0.10 0.00 0.19 4 0.87 0.00 0.13 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.14 0.97 0.16 ? A 503.77 755.66 12.02 0.95 0.13 12.02 0.95 2 0.55 2.95 1.24 1.00 A 1264.48 1896.72 76.31 2.41 0.85 76.31 2.41 3 0.70 10.43 2.25 4.00 B 660.68 991.03 98.39 5.96 1.09 98.39 5.96 4 1.46 528.80 198.12 145.00 F 1046.08 1569.13 5770.29 220.64 64.11 5770.30 220.64

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 412.90 2108.40 180.01 0.00 4346.60 Generated3876.82 on 06/09/20120.095 12:03:560.00 using0.10 ARCADY0.914 8 (8.0.0.296)A 2 1037.43 259.36 1035.32 67.56 525.34 0.00 3000.34 0.00 0.346 0.00 0.53 1.830 A 3 542.05 135.51 540.40 306.45 1254.21 0.00 1849.44 419.31 0.293 0.00 0.41 2.746 A 4 858.25 214.56 854.59 360.79 1433.83 0.00 1786.98 3300.83 0.480 0.00 0.92 3.847 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.44 2517.51 214.72 0.00 4291.57 3876.82 0.115 0.10 0.13 0.946 A 2 1238.79 309.70 1237.86 80.78 627.38 0.00 2860.97 0.00 0.433 0.53 0.76 2.217 A 3 647.27 161.82 646.07 365.82 1499.42 0.00 1549.60 419.31 0.418 0.41 0.71 3.980 A 4 1024.84 256.21 1017.94 431.21 1714.28 0.00 1398.60 3300.83 0.733 0.92 2.64 9.294 A

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 604.46 151.12 604.46 2751.18 212.49 0.00 4295.09 3876.82 0.141 0.16 0.16 0.975 A 2 1517.21 379.30 1517.19 99.07 717.88 0.00 2737.36 0.00 0.554 1.24 1.24 2.949 A 3 792.73 198.18 792.53 398.52 1836.55 0.00 1137.35 419.31 0.697 2.20 2.25 10.425 B 4 1255.16 313.79 862.00 527.42 2101.67 0.00 862.13 3300.83 1.456 99.83 198.12 528.798 F

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.66 2839.54 263.10 0.00 4214.84 3876.82 0.117 0.16 0.13 0.968 A 2 1238.79 309.70 1240.55 81.54 675.22 0.00 2795.63 0.00 0.443 1.24 0.80 2.319 A 3 647.27 161.82 653.38 412.67 1503.10 0.00 1545.10 419.31 0.419 2.25 0.73 4.064 A 4 1024.84 256.21 1379.83 433.67 1722.81 0.00 1386.79 3300.83 0.739 198.12 109.37 388.812 F

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 413.42 2493.22 237.89 0.00 4254.82 3876.82 0.097 0.13 0.11 0.936 A 2 1037.43 259.36 1038.42 67.89 583.41 0.00 2921.02 0.00 0.355 0.80 0.55 1.915 A 3 542.05 135.51 543.29 363.17 1258.66 0.00 1844.00 419.31 0.294 0.73 0.42 2.771 A 4 858.25 214.56 1291.96 362.80 1439.15 0.00 1779.62 3300.83 0.482 109.37 0.95 25.705 D

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Total Delay (PCU- Queueing Rate Of Delay (PCU- Average Delay Per Arriving Unsignalised Level Of Signalised Level Of Arm min) min/min) Vehicle (s) Service Service 1 1.94 0.13 0.946 A A 6 2 11.24 0.75 2.217 A A 3 10.43 0.70 3.980 A A 4 36.64 2.44 9.294 A A

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.10 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.53 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.41 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 0.00 2.00 N/A N/A

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Arm Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This 1 0.16 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 2.25 0.00 0.00 0.00 4.00 N/A N/A Percentiles could not be calculated. This 4 198.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.55 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.95 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Branston Roundabout.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 12:03:31

« (Default Analysis Set) - 2016 DS, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 12:02:58

File summary File Description

Title Branston Roundabout Location Burton Upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016 DS, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS Branston Roundabout Roundabout 1,2,3,4 ✓ ✓ 162.38 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Wellington Road 2 Lichfield Road South 3 Branston Road 4 Lichfield Road North

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 16.00 40.00 39.00 158.00 30.00 2 6.00 12.00 25.00 35.00 145.00 20.00 3 3.50 11.50 38.00 40.00 158.00 30.00 4 6.00 14.00 21.00 34.00 145.00 20.00

Large Roundabout Data

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.00 0.38 0.62 From 2 0.95 0.01 0.04 0.00 3 0.71 0.10 0.00 0.19 4 0.87 0.00 0.13 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.14 0.97 0.16 ? A 503.77 755.66 12.02 0.95 0.13 12.02 0.95 2 0.55 2.95 1.24 1.00 A 1264.48 1896.72 76.31 2.41 0.85 76.31 2.41 3 0.70 10.43 2.25 4.00 B 660.68 991.03 98.39 5.96 1.09 98.39 5.96 4 1.46 528.80 198.12 145.00 F 1046.08 1569.13 5770.29 220.64 64.11 5770.30 220.64

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 412.90 2108.40 180.01 0.00 4346.60 3876.82 0.095 0.00 0.10 0.914 A 2 1037.43 259.36 1035.32 67.56 525.34 0.00 3000.34 0.00 0.346 0.00 0.53 1.830 A 3 542.05 135.51 540.40 306.45 1254.21 0.00 1849.44 419.31 0.293 0.00 0.41 2.746 A 4 858.25 214.56 854.59 360.79 1433.83 0.00 1786.98 3300.83 0.480 0.00 0.92 3.847 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.44 2517.51 214.72 0.00 4291.57 3876.82 0.115 0.10 0.13 0.946 A 2 1238.79 309.70 1237.86 80.78 627.38 0.00 2860.97 0.00 0.433 0.53 0.76 2.217 A 3 647.27 161.82 646.07 365.82 1499.42 0.00 1549.60 419.31 0.418 0.41 0.71 3.980 A 4 1024.84 256.21 1017.94 431.21 1714.28 0.00 1398.60 3300.83 0.733 0.92 2.64 9.294 A

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 604.46 151.12 604.46 2751.18 212.49 0.00 4295.09 3876.82 0.141 0.16 0.16 0.975 A 2 1517.21 379.30 1517.19 99.07 717.88 0.00 2737.36 0.00 0.554 1.24 1.24 2.949 A 3 792.73 198.18 792.53 398.52 1836.55 0.00 1137.35 419.31 0.697 2.20 2.25 10.425 B 4 1255.16 313.79 862.00 527.42 2101.67 0.00 862.13 3300.83 1.456 99.83 198.12 528.798 F

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.66 2839.54 263.10 0.00 4214.84 3876.82 0.117 0.16 0.13 0.968 A 2 1238.79 309.70 1240.55 81.54 675.22 0.00 2795.63 0.00 0.443 1.24 0.80 2.319 A 3 647.27 161.82 653.38 412.67 1503.10 0.00 1545.10 419.31 0.419 2.25 0.73 4.064 A 4 1024.84 256.21 1379.83 433.67 1722.81 0.00 1386.79 3300.83 0.739 198.12 109.37 388.812 F

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 413.42 2493.22 237.89 0.00 4254.82 3876.82 0.097 0.13 0.11 0.936 A 2 1037.43 259.36 1038.42 67.89 583.41 0.00 2921.02 0.00 0.355 0.80 0.55 1.915 A 3 542.05 135.51 543.29 363.17 1258.66 0.00 1844.00 419.31 0.294 0.73 0.42 2.771 A 4 858.25 214.56 1291.96 362.80 1439.15 0.00 1779.62 3300.83 0.482 109.37 0.95 25.705 D

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.10 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.53 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.41 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 0.00 2.00 N/A N/A

Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Arm Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This 1 0.16 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 2.25 0.00 0.00 0.00 4.00 N/A N/A Percentiles could not be calculated. This 4 198.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.55 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.95 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Filename: Branston Roundabout.arc8 Path: T:\Projects Current\#800\844 Reservoir Road, Burton\ARCADY Report generation date: 06/09/2012 12:03:31

« (Default Analysis Set) - 2016 DS, AM » Junction Network » Arms » Traffic Flows » Entry Flows » Turning Proportions » Vehicle Mix » Results

Summary of junction performance

Values shown are the maximum values over all time segments. Delay is the maximum value of average delay per arriving vehicle. Junction LOS and Junction Delay are demand- weighted averages.

Run using ARCADY 8.0.0.296 at 06/09/2012 12:02:58

File summary File Description

Title Branston Roundabout Location Burton Upon Trent Site Number Date 20/08/2012 Version Status (new file) Identifier Client Jobnumber Enumerator PJA\Ralph Jay Description

Analysis Options

Vehicle Length Do Queue Calculate Residual Residual Capacity Criteria RFC Average Delay Threshold Queue Threshold (m) Variations Capacity Type Threshold (s) (PCU) 5.75 ✓ N/A 0.85 36.00 20.00

Units

Distance Units Speed Units Traffic Units Input Traffic Units Results Flow Units Average Delay Units Total Delay Units Rate Of Delay Units m kph PCU PCU perHour s -Min perMin

(Default Analysis Set) - 2016 DS, AM

Analysis Set Details

Demand Set Details

Junction Network

Junctions

Name Junction Type Arm Order Grade Separated Large Roundabout Do Geometric Delay Junction Delay (s) Junction LOS Branston Roundabout Roundabout 1,2,3,4 ✓ ✓ 162.38 F

Junction Network Options

Driving Side Lighting Road Surface Left Normal/unknown (Mini-roundabouts only)

Arms

Arm Name Description 1 Wellington Road 2 Lichfield Road South 3 Branston Road 4 Lichfield Road North

Capacity Options

Arm Minimum Capacity (PCU/hr) Maximum Capacity (PCU/hr) Assume Flat Start Profile Initial Queue (PCU) 1 0.00 99999.00 0.00 2 0.00 99999.00 0.00 3 0.00 99999.00 0.00 4 0.00 99999.00 0.00

Roundabout Geometry

V - Approach road half- E - Entry width l' - Effective flare R - Entry radius D - Inscribed circle PHI - Conflict (entry) angle Exit Arm width (m) (m) length (m) (m) diameter (m) (deg) Only 1 7.00 16.00 40.00 39.00 158.00 30.00 2 6.00 12.00 25.00 35.00 145.00 20.00 3 3.50 11.50 38.00 40.00 158.00 30.00 4 6.00 14.00 21.00 34.00 145.00 20.00

Large Roundabout Data

Pedestrian Crossings

Arm Crossing Type 1 None 2 None 3 None 4 None

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

Traffic Flows

Demand Set Data Options

Entry Flows

General Flows Data

Turning Proportions

Turning Proportions (PCU) - Junction 1 (for whole period) To 1 2 3 4 1 0.00 0.00 0.38 0.62 From 2 0.95 0.01 0.04 0.00 3 0.71 0.10 0.00 0.19 4 0.87 0.00 0.13 0.00

Vehicle Mix

Average PCU Per Vehicle - Junction 1 (for whole period) To 1 2 3 4 1 1.000 1.000 1.000 1.000 From 2 1.000 1.000 1.000 1.000 3 1.000 1.000 1.000 1.000 4 1.000 1.000 1.000 1.000

Heavy Vehicle Percentages - Junction 1 (for whole period) To 1 2 3 4 1 0.000 0.000 0.000 0.000 From 2 0.000 0.000 0.000 0.000 3 0.000 0.000 0.000 0.000 4 0.000 0.000 0.000 0.000

Results

Results Summary for whole modelled period

Total Total Rate Of Inclusive Total Inclusive Max Max Max 95th Average Average Max Max Junction Queueing Queueing Queueing Average Arm Delay Queue percentile Demand Queueing RFC LOS Arrivals Delay (PCU- Delay (PCU- Delay (PCU- Queueing (s) (PCU) Queue (PCU) (PCU/hr) Delay (s) (PCU) min) min/min) min) Delay (s) 1 0.14 0.97 0.16 ? A 503.77 755.66 12.02 0.95 0.13 12.02 0.95 2 0.55 2.95 1.24 1.00 A 1264.48 1896.72 76.31 2.41 0.85 76.31 2.41 3 0.70 10.43 2.25 4.00 B 660.68 991.03 98.39 5.96 1.09 98.39 5.96 4 1.46 528.80 198.12 145.00 F 1046.08 1569.13 5770.29 220.64 64.11 5770.30 220.64

Main Results for each time segment

Main results: (07:45-08:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 412.90 2108.40 180.01 0.00 4346.60 3876.82 0.095 0.00 0.10 0.914 A 2 1037.43 259.36 1035.32 67.56 525.34 0.00 3000.34 0.00 0.346 0.00 0.53 1.830 A 3 542.05 135.51 540.40 306.45 1254.21 0.00 1849.44 419.31 0.293 0.00 0.41 2.746 A 4 858.25 214.56 854.59 360.79 1433.83 0.00 1786.98 3300.83 0.480 0.00 0.92 3.847 A

Main results: (08:00-08:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.44 2517.51 214.72 0.00 4291.57 3876.82 0.115 0.10 0.13 0.946 A 2 1238.79 309.70 1237.86 80.78 627.38 0.00 2860.97 0.00 0.433 0.53 0.76 2.217 A 3 647.27 161.82 646.07 365.82 1499.42 0.00 1549.60 419.31 0.418 0.41 0.71 3.980 A 4 1024.84 256.21 1017.94 431.21 1714.28 0.00 1398.60 3300.83 0.733 0.92 2.64 9.294 A

Main results: (08:15-08:30)

Main results: (08:30-08:45)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 604.46 151.12 604.46 2751.18 212.49 0.00 4295.09 3876.82 0.141 0.16 0.16 0.975 A 2 1517.21 379.30 1517.19 99.07 717.88 0.00 2737.36 0.00 0.554 1.24 1.24 2.949 A 3 792.73 198.18 792.53 398.52 1836.55 0.00 1137.35 419.31 0.697 2.20 2.25 10.425 B 4 1255.16 313.79 862.00 527.42 2101.67 0.00 862.13 3300.83 1.456 99.83 198.12 528.798 F

Main results: (08:45-09:00)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Arm Demand Arrivals Demand Capacity RFC Queue Queue Delay (s) LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 493.54 123.38 493.66 2839.54 263.10 0.00 4214.84 3876.82 0.117 0.16 0.13 0.968 A 2 1238.79 309.70 1240.55 81.54 675.22 0.00 2795.63 0.00 0.443 1.24 0.80 2.319 A 3 647.27 161.82 653.38 412.67 1503.10 0.00 1545.10 419.31 0.419 2.25 0.73 4.064 A 4 1024.84 256.21 1379.83 433.67 1722.81 0.00 1386.79 3300.83 0.739 198.12 109.37 388.812 F

Main results: (09:00-09:15)

Total Junction Pedestrian Saturation Start End Entry Flow Exit Flow Circulating Capacity Delay Arm Demand Arrivals Demand Capacity RFC Queue Queue LOS (PCU/hr) (PCU/hr) Flow (PCU/hr) (PCU/hr) (s) (PCU/hr) (PCU) (Ped/hr) (PCU/hr) (PCU) (PCU) 1 413.32 103.33 413.42 2493.22 237.89 0.00 4254.82 3876.82 0.097 0.13 0.11 0.936 A 2 1037.43 259.36 1038.42 67.89 583.41 0.00 2921.02 0.00 0.355 0.80 0.55 1.915 A 3 542.05 135.51 543.29 363.17 1258.66 0.00 1844.00 419.31 0.294 0.73 0.42 2.771 A 4 858.25 214.56 1291.96 362.80 1439.15 0.00 1779.62 3300.83 0.482 109.37 0.95 25.705 D

Queueing Delay Results for each time segment

Queueing Delay results: (07:45-08:00)

Queueing Delay results: (08:00-08:15)

Queueing Delay results: (08:15-08:30)

Queueing Delay results: (08:30-08:45)

Queueing Delay results: (08:45-09:00)

Queueing Delay results: (09:00-09:15)

Queue Variation Results for each time segment

Queue Variation results: (07:45-08:00)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.10 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.53 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.41 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 4 0.92 0.00 0.00 0.00 2.00 N/A N/A

Generated on 06/09/2012 12:03:56 using ARCADY 8 (8.0.0.296) Queue Variation results: (08:00-08:15)

Queue Variation results: (08:15-08:30)

Queue Variation results: (08:30-08:45)

Probability Of Probability Of Mean Q05 Q50 Q90 Q95 Marker Arm Percentile Message Reaching Or Exceeding Exactly Reaching (PCU) (PCU) (PCU) (PCU) (PCU) Message Marker Marker Percentiles could not be calculated. This 1 0.16 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 1.24 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. 3 2.25 0.00 0.00 0.00 4.00 N/A N/A Percentiles could not be calculated. This 4 198.12 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

Queue Variation results: (08:45-09:00)

Queue Variation results: (09:00-09:15)

Mean Q05 Q50 Q90 Q95 Marker Probability Of Reaching Probability Of Exactly Arm Percentile Message (PCU) (PCU) (PCU) (PCU) (PCU) Message Or Exceeding Marker Reaching Marker Percentiles could not be calculated. This 1 0.11 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 2 0.55 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 3 0.42 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big. Percentiles could not be calculated. This 4 0.95 N/A N/A N/A N/A may be because the mean queue is very N/A N/A small or very big.

APPENDIX K

Henhurst Road / Postern Road / Hopley Road – Turning Counts

Land at Red House Farm, Burton-upon-Trent 44 Barwood Strategic Land II LLP Transport Assessment

Hillfield Ln/ Main St/ Bridge St/ Church Rd

48 Church Road 178 503 29 82

115 Bridge St Hillfield Lane

42 162 101 107 7

Main St SATURN node 530

Horninglow Street / Hawkins Lane

146 Hawkins Lane 153 275 583 Horninglow Street 364 Horninglow Street

460

SATURN node 521

Derby Road / Horninglow Road / Horninglow Street

165 Derby Road 298 476 0 580

197 Horninglow Road Horninglow Street 0

454

72 316 187 162 Derby Street

SATURN node 514

Hopley Road / Postern Road / Henhurst Hill, 2007 Base, AM Peak

Hopley Road 99 59 14 75 533 83 Henhurst Hill Henhurst Hill

234 49 8 10 Postern Road 55

SATURN node 661 Hillfield Ln/ Main St/ Bridge St/ Church Rd

243 Church Road 42 273 2 32

115 Bridge St Hillfield Lane

176 97 390 134 46

Main St SATURN node 530

Horninglow Street / Hawkins Lane

92 Hawkins Lane 169 368 629 Horninglow Street 260 Horninglow Street

581

SATURN node 521

Derby Road / Horninglow Road / Horninglow Street

152 Derby Road 163 308 41 507

159 Horninglow Road Horninglow Street 0

626

52 471 180 155 Derby Street

SATURN node 514

Hopley Road / Postern Road / Henhurst Hill, 2007 Base, PM Peak HoHopleypley Road / Postern Road / Henhurst Hill,

Hopley Road 43 97 6 111 293

58 Henhurst Hill Henhurst Hill

448 64 14 27 Postern Road 18

SATURN node 661

APPENDIX L

Personal Injury Accident Data

Land at Red House Farm, Burton-upon-Trent 45 Barwood Strategic Land II LLP Transport Assessment

FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 09002705 Road: 5017B Grid Reference: 423200 323390 District Council: East Staffordshire Time: 1725 Wednesday 01-April-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SHOBNALL RD J/W ENT TO SHOBNALL SPORTS COMPLEX OPP BREWERY BOT The accident occured at a T or staggered junction on the B5017, a single carriageway at its junction with the Unclassified0 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from SE to N was turning right on the main carriageway. The vehicle was leaving main road and collided with vehicle 2. The male driver aged 47 lived in DE11 had occasionally travelled through the site before. Vehicle 2 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The female driver aged 29 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male driver aged 47 suffered a slight injury. Casualty 2 (Vehicle 2) A female driver aged 29 suffered a slight injury. Casualty 3 (Vehicle 2) A female vehicle or pillion passenger aged 3 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Careless/Reckless/In a hurry

Acc. Ref. No: 09003415 Road: 5121A Grid Reference: 423800 323080 District Council: East Staffordshire Time: 0910 Thursday 23-April-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: WELLINGTON ROAD J/W SHOBNALL ROAD BURTON The accident occured at a roundabout on the A5121, at its junction with the A5189 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Taxi/Private hire car, travelling from SW to SE was turning right on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 2. The male driver aged 30 lived in DE14 had regularly travelled through the site before. Vehicle 2 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 65 lived in DE13 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A female vehicle or pillion passenger aged 20 suffered a slight injury. Contributory Factors Vehicle 1 Exceeding speed limit Vehicle 1 Distraction in vehicle

Acc. Ref. No: 09005096 Road: 5017B Grid Reference: 423200 323380 District Council: East Staffordshire Time: 1508 Thursday 25-June-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SHOBNALL ROAD J/W CROSSMAN ST OPP CYCLE WAY BURTON The accident occured at a private drive on the B5017, a single carriageway at its junction with the Unclassified0 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from SW to SE was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle 2. The male driver of an unknown age lived in DE14. Vehicle 2 Pedal Cycle, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 34 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male rider aged 34 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Careless/Reckless/In a hurry

Registered to: Staffordshire County Council 1 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 09006191 Road: 5189A Grid Reference: 423900 323000 District Council: East Staffordshire Time: 1620 Thursday 06-August-2009 Lighting: Daylight:street lights present Weather: Raining without high winds Speed limit: 30 Severity: SERIOUS Road surface Wet/Damp Location: SHOBNALL RD.APPROX.121MTS.S/E WELLINGTON ST.R/BOUT BURTON. The accident occured on the A5189, a single carriageway .

Special conditions and hazards: None Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 2. The male driver aged 19 lived in DE15 had regularly travelled through the site before. Vehicle 2 Car, travelling from NW to SE was stopping on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The male driver aged 23 lived in DE13 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 23 suffered a serious injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Slippery road (due to weather) Vehicle 1 Distraction in vehicle

Acc. Ref. No: 09006229 Road: 5017B Grid Reference: 422060 323940 District Council: East Staffordshire Time: 1650 Tuesday 11-August-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: FOREST ROAD J/W ENT TO SCOUT HALL BURTON The accident occured at a private drive on the B5017, a single carriageway at its junction with the Unclassified0 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Motorcycle 50cc and under, travelling from NW to SE was overtaking on the nearside on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 2. The male driver aged 16 lived in DE11. Vehicle 2 Car, travelling from NW to SW was waiting to turn right on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The male driver aged 41 lived in DE13. Vehicle 3 Motorcycle 50cc and under, travelling from NW to SE was overtaking on the nearside on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach. The male driver aged 16 lived in DE15. Vehicle 4 Motorcycle 50cc and under, travelling from NW to SE was overtaking a static vehicle on the offside on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach. The male driver aged 16 lived in DE15. Vehicle 5 Motorcycle 50cc and under, travelling from NW to SE was overtaking a static vehicle on the offside on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach. The male driver aged 16 lived in DE15. Casualty 1 (Vehicle 1) A male rider aged 16 suffered a slight injury. Contributory Factors Vehicle 1 Careless/Reckless/In a hurry Vehicle 5 Inexperience with type of vehicle Vehicle 4 Careless/Reckless/In a hurry Vehicle 5 Careless/Reckless/In a hurry

Acc. Ref. No: 09006713 Road: 5121A Grid Reference: 423829 323117 District Council: East Staffordshire Time: 1835 Tuesday 25-August-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: WELLINGTON ST J/W GREENLINE BUSINESS PARK B.O.T The accident occured at a T or staggered junction on the A5121, a single carriageway at its junction with the Unclassified0 controlled by a give way or uncontrolled. There was a zebra crossing within 50 metres..

Special conditions and hazards: None Vehicle 1 Pedal Cycle, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 2. The male driver aged 31 lived in DE14 had regularly travelled through the site before. Vehicle 2 Car, travelling from SE to SW was turning left on the main carriageway. The vehicle was entering main road and collided with vehicle 1. The male driver aged 32 lived in DE14 had occasionally travelled through the site before. Casualty 1 (Vehicle 1) A male rider aged 31 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed Vehicle 2 Failed to look properly

Registered to: Staffordshire County Council 2 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 09006696 Road: 6D Grid Reference: 423600 323200 District Council: East Staffordshire Time: 1135 Sunday 30-August-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: GRANGE ST BURTON O/S NO 1 APPROX 10MTS NE J/W SHOBNALL ROAD The accident occured at a T or staggered junction on the D6, a single carriageway at its junction with the B5017 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from SE to NE was overtaking a static vehicle on the offside on the main carriageway. The vehicle was leaving main road and collided with vehicle 2. The female driver aged 37 lived in DE14 had regularly travelled through the site before. Vehicle 2 Car, travelling from NE to SW was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The female driver aged 34 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male vehicle or pillion passenger aged 3 suffered a slight injury. Casualty 2 (Vehicle 2) A female driver aged 34 suffered a slight injury. Casualty 3 (Vehicle 1) A female driver aged 37 suffered a slight injury. Contributory Factors Vehicle 2 Inexperienced or learner driver/rider Vehicle 2 Failed to look properly Vehicle 1 Failed to look properly Vehicle 2 Stationary or parked vehicle Vehicle 1 Stationary or parked vehicle

Acc. Ref. No: 09008303 Road: 6D Grid Reference: 423510 323240 District Council: East Staffordshire Time: 1750 Wednesday 04-November-2009 Lighting: Darkness: street lights present and lit Weather: Raining without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: SHOBNALL ST APPROX 10MTS NE J/W SHOBNALL RD BURTON The accident occured at a T or staggered junction on the D6, a single carriageway at its junction with the B5017 controlled by a stop sign..

Special conditions and hazards: None Vehicle 1 Car, travelling from SE to NE was turning right on the main carriageway. The vehicle was leaving main road. The male driver aged 18 lived in DE13. Casualty 1 (Vehicle 1) A male pedestrian aged 23 suffered a slight injury crossing from driver's offside masked1. Contributory Factors Casualty 1 Failed to look properly Casualty 1 Crossed road masked by stationary veh Casualty 1 Pedestrian wearing dark clothing at night Vehicle 1 Rain, sleet, snow, or fog

Acc. Ref. No: 09008616 Road: 5121A Grid Reference: 423790 323050 District Council: East Staffordshire Time: 0840 Thursday 12-November-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: WELLINGTON RD.R/B J/W SHOBNALL RD. B.O.T. The accident occured at a roundabout on the A5121, at its junction with the A5189 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Taxi/Private hire car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2. The male driver aged 42 lived in DE14 had regularly travelled through the site before. Vehicle 2 Goods over 3.5 tonnes and under 7.5 tonnes mgw, travelling from NE to SW was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 41 lived in WS6 . Casualty 1 (Vehicle 1) A male driver aged 42 suffered a slight injury. Casualty 2 (Vehicle 2) A male driver aged 41 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Distraction in vehicle Vehicle 1 Careless/Reckless/In a hurry Vehicle 1 Exceeding speed limit

Registered to: Staffordshire County Council 3 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 09009447 Road: 5017B Grid Reference: 422930 323520 District Council: East Staffordshire Time: 1550 Friday 18-December-2009 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SHOBNALL ROAD NEAR J/W PRICE COURT SHOBNALL The accident occured on the B5017, a single carriageway .

Special conditions and hazards: None Vehicle 1 Taxi/Private hire car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction. The male driver aged 32 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male pedestrian aged 50 suffered a slight injury crossing from driver's offside2. Contributory Factors Casualty 1 Impaired by alcohol Casualty 1 Failed to look properly

Acc. Ref. No: 10000643 Road: 5121A Grid Reference: 423780 323090 District Council: East Staffordshire Time: 1915 Sunday 24-January-2010 Lighting: Darkness: street lights present and lit Weather: Raining without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: WELLINGTON ROAD J/W SHOBNALL ROAD BURTON The accident occured at a roundabout on the A5121, a dual carriageway at its junction with the B5017 controlled by a give way or uncontrolled. There was a central reservation within 50 metres..

Special conditions and hazards: None Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2. The male driver aged 24 lived in DE13. Vehicle 2 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 20 lived in DE14. Casualty 1 (Vehicle 1) A male driver aged 24 suffered a slight injury. Casualty 2 (Vehicle 2) A female vehicle or pillion passenger aged 18 suffered a slight injury. Casualty 3 (Vehicle 2) A female vehicle or pillion passenger aged 18 suffered a slight injury. Casualty 4 (Vehicle 2) A male driver aged 20 suffered a slight injury. Contributory Factors Vehicle 1 Disobeyed Give Way or Stop sign or markings Vehicle 1 Junction restart Vehicle 1 Careless/Reckless/In a hurry Vehicle 1 Travelling too fast for conditions Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed

Acc. Ref. No: 10001605 Road: 5017B Grid Reference: 423710 323120 District Council: East Staffordshire Time: 1445 Monday 01-March-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: SHOBNALL RD BURTON BTWN WELLINGTON RD AND PARKWAY R'BOUTS The accident occured on the B5017, a single carriageway .

Special conditions and hazards: None Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 2. The female driver aged 19 lived in DE14 had regularly travelled through the site before. Vehicle 2 Car, travelling from SE to NW was going ahead but held up on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The female driver aged 18 lived in DE13 had regularly travelled through the site before. Vehicle 3 Car, travelling from SE to NW was going ahead but held up on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 2. The female driver aged 22 lived in WS15. Casualty 1 (Vehicle 2) A female driver aged 18 suffered a slight injury. Contributory Factors Vehicle 1 Following too close

Registered to: Staffordshire County Council 4 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 10002172 Road: 5017B Grid Reference: 423770 323090 District Council: East Staffordshire Time: 0900 Thursday 01-April-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SHOBNALL ROAD J/W WELLINGTON ST BURTON The accident occured at a roundabout on the B5017, a dual carriageway at its junction with the A5121 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from NW to SE was starting on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2. The female driver aged 18 lived in DE13 had regularly travelled through the site before. Vehicle 2 Car, travelling from NW to SE was going ahead but held up on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The female driver aged 47 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 47 suffered a slight injury. Contributory Factors Vehicle 1 Inexperienced or learner driver/rider

Acc. Ref. No: 10002479 Road: 5017B Grid Reference: 423500 323230 District Council: East Staffordshire Time: 1805 Tuesday 13-April-2010 Lighting: Daylight: street lighting unknown Weather: Raining without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: SHOBNALL RD BURTON J/W SHOBNALL ST The accident occured at a T or staggered junction on the B5017, a single carriageway at its junction with the Unclassified6 controlled by a stop sign..

Special conditions and hazards: None Vehicle 1 Car, travelling from NE to NW was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle 2. The female driver aged 60 lived in ST14 had regularly travelled through the site before. Vehicle 2 Motor Cycle over 50 cc and up to 125cc, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 28 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male rider aged 28 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Careless/Reckless/In a hurry

Acc. Ref. No: 10002486 Road: 38A Grid Reference: 422850 323510 District Council: East Staffordshire Time: 1552 Friday 16-April-2010 Lighting: Daylight: street lighting unknown Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: A38 N/B APPROX 1.5 MILES NE OF BRANSTON UNDERPASS The accident occured on the A38, a dual carriageway .

Special conditions and hazards: None Vehicle 1 Goods 7.5 tonnes mgw and over, travelling from SW to NE was stopping on the main carriageway. The vehicle was not at, or within 20M of a junction. The male driver aged 51 lived in LE67 had regularly travelled through the site before. Vehicle 2 Car, travelling from SW to NE was overtaking a moving vehicle on the offside on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The female driver aged 44 lived in DE3 had regularly travelled through the site before. Vehicle 3 Car, travelling from SW to NE was overtaking a moving vehicle on the offside on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 2. The male driver aged 19 lived in YO14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 44 suffered a slight injury. Contributory Factors Vehicle 1 Swerved

Registered to: Staffordshire County Council 5 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 10002686 Road: 5017B Grid Reference: 423390 323290 District Council: East Staffordshire Time: 1751 Wednesday 21-April-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SHOBNALL RD APPROX 15MTS NW J/WV JENNINGS WAY The accident occured at a T or staggered junction on the B5017, a single carriageway at its junction with the Unclassified36 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 2. The female driver aged 44 lived in DE14 had regularly travelled through the site before. Vehicle 2 Car, travelling from NW to SE was going ahead but held up on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The male driver aged 38 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 38 suffered a slight injury. Contributory Factors Vehicle 2 Sudden braking Vehicle 1 Failed to judge other persons path or speed

Acc. Ref. No: 10002768 Road: 5017B Grid Reference: 422280 323830 District Council: East Staffordshire Time: 1700 Wednesday 28-April-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: FOREST RD BURTON J/W ENT TO OLD METHODIST CHURCH AT NUMBER 48A The accident occured at a T or staggered junction on the B5017, a single carriageway at its junction with the Unclassified0 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from SE to NE was turning right on the main carriageway. The vehicle was leaving main road and collided with vehicle 2. The male driver aged 38 lived in DE13 had regularly travelled through the site before. Vehicle 2 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 19 lived in WS15. Casualty 1 (Vehicle 2) A female vehicle or pillion passenger aged 20 suffered a slight injury. Contributory Factors Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Failed to look properly Vehicle 1 Poor turn or manoevre

Acc. Ref. No: 10002980 Road: 5121A Grid Reference: 423830 323120 District Council: East Staffordshire Time: 1045 Monday 03-May-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: WELLINGTON ST BURTON J/W EXIT FROM GREENLINE BUS. PARK The accident occured at a T or staggered junction on the A5121, a single carriageway at its junction with the Unclassified0 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was entering main road and collided with vehicle 2. The female driver aged 48 lived in DE13. Vehicle 2 Pedal Cycle, travelling from SW to NE was going ahead other on footway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 13 lived in DE14. Casualty 1 (Vehicle 2) A male rider aged 13 suffered a slight injury. Contributory Factors Vehicle 2 Cyclist entering road from pavement Vehicle 1 Vegetation Vehicle 2 Vegetation

Registered to: Staffordshire County Council 6 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 10002949 Road: 5017B Grid Reference: 422810 323570 District Council: East Staffordshire Time: 1320 Tuesday 04-May-2010 Lighting: Daylight: no street lighting Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SHOBNALL ROAD O/S THE ALBION PH BURTON The accident occured on the B5017, a single carriageway .

Special conditions and hazards: None Vehicle 1 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 2. The male driver aged 84 lived in DE13 had regularly travelled through the site before. Vehicle 2 Goods 3.5 tonnes mgw and under, on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The male driver aged 47 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A female vehicle or pillion passenger aged 83 suffered a slight injury. Casualty 2 (Vehicle 1) A male driver aged 84 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Loss of control Vehicle 1 Illness or disability, mental or physical

Acc. Ref. No: 10003659 Road: 5121A Grid Reference: 423828 323114 District Council: East Staffordshire Time: 1520 Friday 11-June-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: WELLINGTON ST BURTON J/W EXIT GREENLINE BUSINESS PARK The accident occured at a private drive on the A5121, a single carriageway at its junction with the Unclassified0 controlled by a give way or uncontrolled. There was a pelican/puffin/toucan within 50 metres..

Special conditions and hazards: None Vehicle 1 Goods 3.5 tonnes mgw and under, travelling from E to SW was turning left on the main carriageway. The vehicle was entering main road and collided with vehicle 2. The male driver aged 27 had occasionally travelled through the site before. Vehicle 2 Pedal Cycle, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The female driver aged 13 lived in DE13 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female rider aged 13 suffered a slight injury. Contributory Factors Vehicle 2 Cyclist entering road from pavement Vehicle 1 Junction restart

Acc. Ref. No: 10004130 Road: 5121A Grid Reference: 423772 323066 District Council: East Staffordshire Time: 1625 Tuesday 29-June-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: WELLINGTON RD.J/ R/B J/W SHOBNALL RD.B.O.T. The accident occured at a roundabout on the A5121, at its junction with the B5017 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Motor Cycle over 125 cc and up to 500cc, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2. The male driver aged 19 lived in DE13 had regularly travelled through the site before. Vehicle 2 Car, travelling from S to NE was starting on the main carriageway. The vehicle was entering roundabout and collided with vehicle 1. The male driver aged 35 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male rider aged 19 suffered a slight injury. Contributory Factors Vehicle 1 Travelling too fast for conditions Vehicle 1 Exceeding speed limit Vehicle 2 Failed to judge other persons path or speed Vehicle 2 Failed to look properly

Registered to: Staffordshire County Council 7 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 10005042 Road: 5121A Grid Reference: 423728 322996 District Council: East Staffordshire Time: 2305 Sunday 15-August-2010 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: WELLINGTON RD.J/W B&Q ENT.B.O.T. The accident occured at a T or staggered junction on the A5121, a single carriageway controlled by automatic traffic signal(s)..

Special conditions and hazards: None Vehicle 1 Car, travelling from NE to SW was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 2. The male driver aged 22 lived in DE14 had regularly travelled through the site before. Vehicle 2 Car, travelling from NE to SW was stopping on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The male driver aged 32 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male vehicle or pillion passenger aged 20 suffered a slight injury. Casualty 2 (Vehicle 1) A male vehicle or pillion passenger aged 20 suffered a slight injury. Casualty 3 (Vehicle 1) A male vehicle or pillion passenger aged 20 suffered a slight injury.

Acc. Ref. No: 10006349 Road: 5121A Grid Reference: 423742 322999 District Council: East Staffordshire Time: 1940 Wednesday 13-October-2010 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: WELLINGTON RD.JN.ENT. B&Q B.O.T. The accident occured at an other junction on the A5121, a single carriageway controlled by automatic traffic signal(s). There was a pedestrian phase at the traffic signal junction.

Special conditions and hazards: None Vehicle 1 Car, travelling from NE to SW was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 2. The male driver aged 24 lived in DE14 had regularly travelled through the site before. Vehicle 2 Car, travelling from NE to SW was going ahead but held up on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The male driver aged 37 lived in DE13 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 37 suffered a slight injury. Contributory Factors Vehicle 1 Careless/Reckless/In a hurry

Acc. Ref. No: 10007324 Road: 5017B Grid Reference: 423234 323367 District Council: East Staffordshire Time: 1520 Wednesday 24-November-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SHOBNALL RD BURTON OPP NO.298 The accident occured at a private drive on the B5017, a single carriageway controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from SE to NE was turning right on the main carriageway. The vehicle was leaving main road and collided with vehicle 2. The male driver aged 48 lived in DE14. Vehicle 2 Motor Cycle over 50 cc and up to 125cc, travelling from SE to NW was overtaking a moving vehicle on the offside on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 17 lived in DE13. Casualty 1 (Vehicle 2) A male rider aged 17 suffered a slight injury. Contributory Factors Vehicle 1 Failed to signal/Misleading signal Vehicle 1 Poor turn or manoevre

Registered to: Staffordshire County Council 8 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 11000772 Road: 5017B Grid Reference: 423765 323076 District Council: East Staffordshire Time: 1115 Tuesday 08-February-2011 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SHOBNALL RD.R/B J/W WELLINGTON RD.B.O.T. The accident occured at a roundabout on the B5017, at its junction with the A5121 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Goods 7.5 tonnes mgw and over, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was leaving roundabout and collided with vehicle 2. The untraced driver of an unknown age . Vehicle 2 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was leaving roundabout and collided with vehicle 1. The female driver aged 83 lived in DE13 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male pedestrian aged 31 suffered a slight injury9. Contributory Factors Vehicle 2 Road layout (eg bend, hill etc.) Vehicle 2 Poor turn or manoevre

Acc. Ref. No: 11001603 Road: 5121A Grid Reference: 423778 323090 District Council: East Staffordshire Time: 2000 Sunday 20-March-2011 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: WELLINGTON RD.R.B J/W SHOBNALL RD.B.O.T. The accident occured at a roundabout on the A5121, at its junction with the B5017 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2. The male driver aged 28 lived in DE14 had regularly travelled through the site before. Vehicle 2 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 26 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male driver aged 28 suffered a slight injury. Casualty 2 (Vehicle 2) A male driver aged 26 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Travelling too fast for conditions

Acc. Ref. No: 11003066 Road: 5017B Grid Reference: 423635 323147 District Council: East Staffordshire Time: 0850 Friday 27-May-2011 Lighting: Daylight: street lighting unknown Weather: Raining without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: SHOBNALL RD BURTON R'BT J/W PARK WAY The accident occured at a roundabout on the B5017, at its junction with the Unclassified38 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from NW to SW was turning right on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 2. The female driver aged 24 lived in WS15. Vehicle 2 Car, travelling from NW to SE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 20 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female vehicle or pillion passenger aged 17 suffered a slight injury. Contributory Factors Vehicle 1 Failed to judge other persons path or speed

Registered to: Staffordshire County Council 9 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 11003925 Road: 38D Grid Reference: 423602 323137 District Council: East Staffordshire Time: 2100 Friday 15-July-2011 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: PARKWAY APPROX 5MTS SE R'BT J/W SHOBNALL RD BURTON The accident occured at a roundabout on the D38, a single carriageway at its junction with the B5017 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from W to NW was turning left on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 2. The female driver of an unknown age lived in B77 had regularly travelled through the site before. Vehicle 2 Car, travelling from W to NW was going ahead but held up on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The female driver aged 43 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 43 suffered a slight injury. Contributory Factors Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Failed to look properly Vehicle 1 Fatigue Vehicle 2 Sudden braking

Acc. Ref. No: 11004801 Road: 5121A Grid Reference: 423727 322987 District Council: East Staffordshire Time: 1227 Sunday 28-August-2011 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: WELLINGTON ROAD J/W ENTRANCE TO B&Q BURTON ON TRENT The accident occured at a crossroads on the A5121, a dual carriageway controlled by automatic traffic signal(s). There was a pelican/puffin/toucan within 50 metres..

Special conditions and hazards: None Vehicle 1 Car, travelling from NE to SW was stopping on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 2. The female driver aged 38 lived in DE14 had regularly travelled through the site before. Vehicle 2 Car, travelling from NE to SW was starting on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit and collided with vehicle 1. The male driver aged 41 lived in B75 . Casualty 1 (Vehicle 1) A female driver aged 38 suffered a slight injury. Casualty 2 (Vehicle 1) A female vehicle or pillion passenger aged 19 suffered a slight injury. Contributory Factors Vehicle 1 Junction restart Vehicle 2 Junction restart Vehicle 1 Failed to look properly Vehicle 2 Failed to look properly Vehicle 1 Sudden braking

Acc. Ref. No: 11006539 Road: 5121A Grid Reference: 423768 323065 District Council: East Staffordshire Time: 2315 Sunday 27-November-2011 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: WELLINGTON RD R'BT J/W SHOBNALL RD BURTON The accident occured at a roundabout on the A5121, at its junction with the A5189 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Goods 3.5 tonnes mgw and under, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2. The male driver aged 40 lived in DE24 had not travelled through the site before. Vehicle 2 Pedal Cycle, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 22 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male rider aged 22 suffered a slight injury. Contributory Factors Vehicle 1 Careless/Reckless/In a hurry Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed

Registered to: Staffordshire County Council 10 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 11006648 Road: 5017B Grid Reference: 423609 323133 District Council: East Staffordshire Time: 1040 Tuesday 29-November-2011 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SHOBNALL RD R'BT J/W PARKWAY BURTON The accident occured at a roundabout on the B5017, at its junction with the Unclassified38 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2. The female driver aged 71 lived in DE12 had regularly travelled through the site before. Vehicle 2 Taxi/Private hire car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 36 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A female driver aged 71 suffered a slight injury. Contributory Factors Vehicle 1 Junction overshoot

Acc. Ref. No: 11006817 Road: 5017B Grid Reference: 422481 323730 District Council: East Staffordshire Time: 1920 Tuesday 06-December-2011 Lighting: Darkness: street lights present and lit Weather: Other Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: FOREST RD BURTON J/W PASSAGEWAY BETWEEN NOS.190 TO 191 The accident occured at a private drive on the B5017, a single carriageway controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from NE to NW was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle 2. The male driver aged 60. Vehicle 2 Motor Cycle over 125 cc and up to 500cc, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 17 lived in DE13 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male rider aged 17 suffered a slight injury. Contributory Factors Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Aggressive driving

Acc. Ref. No: 110X0004 Road: 5121A Grid Reference: 423768 323070 District Council: East Staffordshire Time: 0510 Thursday 29-December-2011 Lighting: Darkness: street lights present and lit Weather: Raining without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: WELLINGTON RD R'BT J/W SHOBNALL RD BURTON The accident occured at a roundabout on the A5121, at its junction with the A5189 controlled by a give way or uncontrolled..

Special conditions and hazards: None Vehicle 1 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2. The male driver aged 43 lived in DE23 had regularly travelled through the site before. Vehicle 2 Taxi/Private hire car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 41 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male vehicle or pillion passenger aged 52 suffered a slight injury. Contributory Factors Vehicle 1 Junction overshoot Vehicle 1 Failed to look properly Vehicle 1 Exceeding speed limit Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Careless/Reckless/In a hurry Vehicle 2 Careless/Reckless/In a hurry

Registered to: Staffordshire County Council 11 FULL LISTING Run on:10/ 07/2012

AccsMap - Accident Analysis System

Accidents between dates 01/04/2009 and 31/03/2012 (36) months Selection: Notes: Selected using Manual Selection

Acc. Ref. No: 12000869 Road: 5189A Grid Reference: 423819 323045 District Council: East Staffordshire Time: 0540 Tuesday 14-February-2012 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: SHOBNALL RD BURTON APPROX 25MTS SE R'BT J/W WELLINGTON RD The accident occured on the A5189, a single carriageway .

Special conditions and hazards: None Vehicle 1 Motorcycle over 500cc, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 2. The male driver aged 33 lived in DE15 had regularly travelled through the site before. Vehicle 2 Pedal Cycle, travelling from SE to NW was changing lane to right on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The male driver aged 30 lived in DE14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male rider aged 30 suffered a slight injury. Contributory Factors Vehicle 2 Failed to signal/Misleading signal Vehicle 2 Swerved Vehicle 2 Failed to look properly Vehicle 1 Passing too close to cyclist, horse rider or pedestrian Vehicle 2 Cyclist wearing dark clothing at night Vehicle 2 Not displaying lights at night or in poor visibility

Registered to: Staffordshire County Council 12

APPENDIX M

Bus Timetables

Land at Red House Farm, Burton-upon-Trent 46 Barwood Strategic Land II LLP Transport Assessment

3 Winshill - Burton - Queens Hospital - Horninglow

Monday to Friday Horninglow, adj Longmead Road 0728 0758 0833 Horninglow, opp Rowton Street 0728 0758 0833 Horninglow, adj Dover Road 0729 0759 0834 Outwoods, opp Ibstock Road 0730 0800 0835 Outwoods, adj Osborne Court 0731 0801 0836 Outwoods, opp Norton Road 0733 0803 Queens Hospital, adj Graduate Medical 0530 0600 0630 0700 0735 0805 0820 0850 Centre Outwoods, adj Norton Road 0530 0600 0630 0700 0735 0805 0820 0850 Outwoods, adj Mona Road 0532 0602 0632 0702 0737 0807 0822 0837 0852 Outwoods, opp Outwoods Street 0533 0603 0633 0703 0738 0808 0823 0838 0853 Outwoods, adj Edward Street 0534 0604 0634 0704 0739 0809 0824 0839 0854 Outwoods, adj Shobnall Close 0534 0604 0634 0705 0740 0810 0825 0840 0855 Shobnall, opp Halcyon Way 0535 0605 0635 0706 0741 0811 0826 0841 0856 Shobnall, opp Waverley Lane 0536 0606 0636 0707 0742 0812 0827 0842 0857 Shobnall, nr Grange Street 0536 0606 0636 0707 0742 0812 0827 0842 0857 Burton upon Trent, nr St Paul’s Court 0536 0606 0636 0708 0743 0813 0828 0843 0858 Shobnall, adj Town Hall 0537 0607 0637 0709 0744 0814 0829 0844 0859 Shobnall, adj Borough Road 0537 0607 0637 0709 0744 0814 0829 0844 0859 Shobnall, adj Lidl Store 0538 0608 0638 0710 0745 0815 0830 0845 0900 Burton upon Trent, opp Railway Station 0538 0608 0638 0710 0745 0815 0830 0845 0900 Burton upon Trent, opp Devonshire Arms 0539 0609 0639 0712 0747 0817 0832 0847 0902 Burton upon Trent, opp Sainsbury’s Store 0541 0611 0641 0713 0748 0818 0833 0848 0903 Burton upon Trent, New Street ARR 0542 0612 0642 0715 0750 0820 0835 0850 0905 (Stand 6) Burton upon Trent, New Street (Stand DEP 0545 0615 0645 0710 0725 0740 0755 0810 0825 0840 0855 0910 6) Burton upon Trent, adj Spot on Snooker 0545 0615 0645 0711 0726 0741 0756 0811 0826 0841 0856 0911 Burton upon Trent, opp Meadowside Drive 0546 0616 0646 0712 0727 0742 0757 0812 0827 0842 0857 0912 Burton upon Trent, adj Bridge Street 0547 0617 0647 0713 0728 0743 0758 0813 0828 0843 0858 0913 Burton upon Trent, adj Newton Mews 0549 0619 0649 0715 0730 0745 0800 0815 0830 0845 0900 0915 Winshill, opp Oxley Road 0550 0620 0650 0716 0731 0746 0801 0816 0831 0846 0901 0916 Winshill, opp High Bank Road 0551 0621 0651 0717 0732 0747 0802 0817 0832 0847 0902 0917 Winshill, adj St Marks Church 0552 0622 0652 0718 0733 0748 0803 0818 0833 0848 0903 0918 Winshill, adj Bladon Street 0553 0623 0653 0719 0734 0749 0804 0819 0834 0849 0904 0919 Winshill, opp Brough Road 0554 0624 0654 0720 0735 0750 0805 0820 0835 0850 0905 0920 Winshill, opp Empire Road 0555 0625 0655 0722 0737 0752 0807 0822 0837 0852 0907 0922 Monday to Friday Horninglow, adj Longmead Road 0903 03 33 1703 1743 1803 1853 1953 2053 2153 2253 Horninglow, opp Rowton Street 0903 03 33 1703 1743 1803 1853 1953 2053 2153 2253 Horninglow, adj Dover Road 0904 04 34 1704 1744 1803 1853 1953 2053 2153 2253 Outwoods, opp Ibstock Road 0905 05 35 1705 1745 1803 1853 1953 2053 2153 2253 Outwoods, adj Osborne Court 0906 06 36 1706 1746 1804 1854 1954 2054 2154 2254 Outwoods, opp Norton Road 1804 1854 1954 2054 2154 2254 Queens Hospital, adj Graduate Medical 20 50 1650 1725 1805 1855 1955 2055 2155 2255 Centre Outwoods, adj Norton Road 20 50 1650 1725 1805 1855 1955 2055 2155 2255 Outwoods, adj Mona Road 0907 07 22 37 52 1652 1707 1727 1747 1807 1857 1957 2057 2157 2257 Outwoods, opp Outwoods Street 0908 08 23 38 53 1653 1708 1728 1748 1808 1858 1958 2058 2158 2258 Outwoods, adj Edward Street 0909 09 24 39 54 1654 1709 1729 1749 1809 1859 1959 2059 2159 2259 Outwoods, adj Shobnall Close 0910 10 25 40 55 1655 1710 1730 1750 1810 1900 2000 2100 2200 2300 Shobnall, opp Halcyon Way 0911 11 26 41 56 1656 1711 1731 1751 1811 1901 2001 2101 2201 2301 Shobnall, opp Waverley Lane 0912 12 27 42 57 1657 1712 1732 1752 1812 1902 2002 2102 2202 2302 Shobnall, nr Grange Street 0912then 12 27 42 57 1657 1712 1732 1752 1812 1902 2002 2102 2202 2302 Burton upon Trent, nr St Paul’s Court 0913at 13 28 43 58 1658 1713 1733 1753 1813 1903 2003 2103 2203 2303 Shobnall, adj Town Hall 0914these 14 29 44 59 1659 1714 1734 1754 1814 1904 2004 2104 2204 2304 Shobnall, adj Borough Road 0914mins 14 29 44 59 until 1659 1714 1734 1754 1814 1904 2004 2104 2204 2304 Shobnall, adj Lidl Store 0915past 15 30 45 00 1700 1715 1735 1755 1815 1905 2005 2105 2205 2305 Burton upon Trent, opp Railway Station 0915each 15 30 45 00 1700 1715 1735 1755 1815 1905 2005 2105 2205 2305 Burton upon Trent, opp Devonshire Arms 0917hour 17 32 47 02 1702 1717 1737 1757 1817 1907 2007 2107 2207 2307 Burton upon Trent, opp Sainsbury’s Store 0918 18 33 48 03 1703 1718 1738 1758 1818 1908 2008 2108 2208 2308 Burton upon Trent, New Street ARR 0920 20 35 50 05 1705 1720 1740 1800 1820 1910 2010 2110 2210 2310 (Stand 6) Burton upon Trent, New Street (Stand DEP 0925 25 40 55 10 1710 1725 1745 1805 1825 1915 2015 2115 2215 2315 6) Burton upon Trent, adj Spot on Snooker 0926 26 41 56 11 1711 1726 1746 1806 1825 1915 2015 2115 2215 2315 Burton upon Trent, opp Meadowside Drive 0927 27 42 57 12 1712 1727 1747 1807 1826 1916 2016 2116 2216 2316 Burton upon Trent, adj Bridge Street 0928 28 43 58 13 1713 1728 1748 1808 1827 1917 2017 2117 2217 2317 Burton upon Trent, adj Newton Mews 0930 30 45 00 15 1715 1730 1750 1810 1828 1918 2018 2118 2218 2318 Winshill, opp Oxley Road 0931 31 46 01 16 1716 1731 1751 1811 1829 1919 2019 2119 2219 2319 Winshill, opp High Bank Road 0932 32 47 02 17 1717 1732 1752 1812 1830 1920 2020 2120 2220 2320 Winshill, adj St Marks Church 0933 33 48 03 18 1718 1733 1753 1813 1830 1920 2020 2120 2220 2320 Winshill, adj Bladon Street 0934 34 49 04 19 1719 1734 1754 1814 1831 1921 2021 2121 2221 2321 Winshill, opp Brough Road 0935 35 50 05 20 1720 1735 1755 1815 1832 1922 2022 2122 2222 2322 Winshill, opp Empire Road 0937 37 52 07 22 1722 1737 1757 1817 1833 1923 2023 2123 2223 2323 Staffordshire County Council24/08/2012 1510 Route 3 is operated by Arriva Midlands Ltd 3 Winshill - Burton - Queens Hospital - Horninglow

Saturday Horninglow, adj Longmead Road 0728 0758 0833 0903 03 33 1703 Horninglow, opp Rowton Street 0728 0758 0833 0903 03 33 1703 Horninglow, adj Dover Road 0729 0759 0834 0904 04 34 1704 Outwoods, opp Ibstock Road 0730 0800 0835 0905 05 35 1705 Outwoods, adj Osborne Court 0731 0801 0836 0906 06 36 1706 Outwoods, opp Norton Road 0733 0803 Queens Hospital, adj Graduate Medical 0700 0735 0805 0820 0850 20 50 1650 1725 Centre Outwoods, adj Norton Road 0700 0735 0805 0820 0850 20 50 1650 1725 Outwoods, adj Mona Road 0702 0737 0807 0822 0837 0852 0907 07 22 37 52 1652 1707 1727 Outwoods, opp Outwoods Street 0703 0738 0808 0823 0838 0853 0908 08 23 38 53 1653 1708 1728 Outwoods, adj Edward Street 0704 0739 0809 0824 0839 0854 0909 09 24 39 54 1654 1709 1729 Outwoods, adj Shobnall Close 0705 0740 0810 0825 0840 0855 0910 10 25 40 55 1655 1710 1730 Shobnall, opp Halcyon Way 0706 0741 0811 0826 0841 0856 0911 11 26 41 56 1656 1711 1731 Shobnall, opp Waverley Lane 0707 0742 0812 0827 0842 0857 0912 12 27 42 57 1657 1712 1732 Shobnall, nr Grange Street 0707 0742 0812 0827 0842 0857 0912then 12 27 42 57 1657 1712 1732 Burton upon Trent, nr St Paul’s Court 0708 0743 0813 0828 0843 0858 0913at 13 28 43 58 1658 1713 1733 Shobnall, adj Town Hall 0709 0744 0814 0829 0844 0859 0914these 14 29 44 59 1659 1714 1734 Shobnall, adj Borough Road 0709 0744 0814 0829 0844 0859 0914mins 14 29 44 59 until 1659 1714 1734 Shobnall, adj Lidl Store 0710 0745 0815 0830 0845 0900 0915past 15 30 45 00 1700 1715 1735 Burton upon Trent, opp Railway Station 0710 0745 0815 0830 0845 0900 0915each 15 30 45 00 1700 1715 1735 Burton upon Trent, opp Devonshire Arms 0712 0747 0817 0832 0847 0902 0917hour 17 32 47 02 1702 1717 1737 Burton upon Trent, opp Sainsbury’s Store 0713 0748 0818 0833 0848 0903 0918 18 33 48 03 1703 1718 1738 Burton upon Trent, New Street ARR 0715 0750 0820 0835 0850 0905 0920 20 35 50 05 1705 1720 1740 (Stand 6) Burton upon Trent, New Street (Stand DEP 0725 0740 0755 0810 0825 0840 0855 0910 0925 25 40 55 10 1710 1730 1750 6) Burton upon Trent, adj Spot on Snooker 0726 0741 0756 0811 0826 0841 0856 0911 0926 26 41 56 11 1711 1731 1751 Burton upon Trent, opp Meadowside Drive 0727 0742 0757 0812 0827 0842 0857 0912 0927 27 42 57 12 1712 1732 1752 Burton upon Trent, adj Bridge Street 0728 0743 0758 0813 0828 0843 0858 0913 0928 28 43 58 13 1713 1733 1753 Burton upon Trent, adj Newton Mews 0730 0745 0800 0815 0830 0845 0900 0915 0930 30 45 00 15 1715 1735 1755 Winshill, opp Oxley Road 0731 0746 0801 0816 0831 0846 0901 0916 0931 31 46 01 16 1716 1736 1756 Winshill, opp High Bank Road 0732 0747 0802 0817 0832 0847 0902 0917 0932 32 47 02 17 1717 1737 1757 Winshill, adj St Marks Church 0733 0748 0803 0818 0833 0848 0903 0918 0933 33 48 03 18 1718 1738 1758 Winshill, adj Bladon Street 0734 0749 0804 0819 0834 0849 0904 0919 0934 34 49 04 19 1719 1739 1759 Winshill, opp Brough Road 0735 0750 0805 0820 0835 0850 0905 0920 0935 35 50 05 20 1720 1740 1800 Winshill, opp Empire Road 0737 0752 0807 0822 0837 0852 0907 0922 0937 37 52 07 22 1722 1742 1802 Saturday Horninglow, adj Longmead Road 1743 1808 1853 1953 2053 2153 2253 Horninglow, opp Rowton Street 1743 1808 1853 1953 2053 2153 2253 Horninglow, adj Dover Road 1744 1809 1854 1954 2054 2154 2254 Outwoods, opp Ibstock Road 1745 1810 1855 1955 2055 2155 2255 Outwoods, adj Osborne Court 1746 1811 1856 1956 2056 2156 2256 Outwoods, opp Norton Road 1748 Queens Hospital, adj Graduate Medical 1750 Centre Outwoods, adj Norton Road 1750 Outwoods, adj Mona Road 1752 1812 1857 1957 2057 2157 2257 Outwoods, opp Outwoods Street 1753 1813 1858 1958 2058 2158 2258 Outwoods, adj Edward Street 1754 1814 1859 1959 2059 2159 2259 Outwoods, adj Shobnall Close 1755 1815 1900 2000 2100 2200 2300 Shobnall, opp Halcyon Way 1756 1816 1901 2001 2101 2201 2301 Shobnall, opp Waverley Lane 1757 1817 1902 2002 2102 2202 2302 Shobnall, nr Grange Street 1757 1817 1902 2002 2102 2202 2302 Burton upon Trent, nr St Paul’s Court 1758 1818 1903 2003 2103 2203 2303 Shobnall, adj Town Hall 1759 1819 1904 2004 2104 2204 2304 Shobnall, adj Borough Road 1759 1819 1904 2004 2104 2204 2304 Shobnall, adj Lidl Store 1800 1820 1905 2005 2105 2205 2305 Burton upon Trent, opp Railway Station 1800 1820 1905 2005 2105 2205 2305 Burton upon Trent, opp Devonshire Arms 1802 1822 1907 2007 2107 2207 2307 Burton upon Trent, opp Sainsbury’s Store 1803 1823 1908 2008 2108 2208 2308 Burton upon Trent, New Street ARR 1805 1825 1910 2010 2110 2210 2310 (Stand 6) Burton upon Trent, New Street (Stand DEP 1810 1830 1915 2015 2115 2215 2315 6) Burton upon Trent, adj Spot on Snooker 1811 1831 1915 2015 2115 2215 2315 Burton upon Trent, opp Meadowside Drive 1812 1832 1916 2016 2116 2216 2316 Burton upon Trent, adj Bridge Street 1813 1833 1917 2017 2117 2217 2317 Burton upon Trent, adj Newton Mews 1815 1835 1918 2018 2118 2218 2318 Winshill, opp Oxley Road 1816 1836 1919 2019 2119 2219 2319 Winshill, opp High Bank Road 1817 1837 1920 2020 2120 2220 2320 Winshill, adj St Marks Church 1818 1838 1920 2020 2120 2220 2320 Winshill, adj Bladon Street 1819 1839 1921 2021 2121 2221 2321 Winshill, opp Brough Road 1820 1840 1922 2022 2122 2222 2322 Winshill, opp Empire Road 1822 1842 1923 2023 2123 2223 2323 Staffordshire County Council24/08/2012 1510 Route 3 is operated by Arriva Midlands Ltd 3 Winshill - Burton - Queens Hospital - Horninglow

Sunday Horninglow, adj Longmead Road 0953 53 2253 Horninglow, opp Rowton Street 0953 53 2253 Horninglow, adj Dover Road 0954 54 2254 Outwoods, opp Ibstock Road 0955 55 2255 Outwoods, adj Osborne Court 0956 56 2256 Outwoods, adj Mona Road 0957 57 2257 Outwoods, opp Outwoods Street 0958 58 2258 Outwoods, adj Edward Street 0959 59 2259 Outwoods, adj Shobnall Close 1000 00 2300 Shobnall, opp Halcyon Way 1001 01 2301 Shobnall, opp Waverley Lane 1002 02 2302 Shobnall, nr Grange Street 1002 02 2302 Burton upon Trent, nr St Paul’s Court 1003 03 2303 Shobnall, adj Town Hall 1004then 04 2304 Shobnall, adj Borough Road 1004at 04 2304 Shobnall, adj Lidl Store 1005these 05 2305 Burton upon Trent, opp Railway Station 1005mins 05 until 2305 Burton upon Trent, opp Devonshire Arms 1007past 07 2307 Burton upon Trent, opp Sainsbury’s Store 1008each 08 2308 Burton upon Trent, New Street ARR 1010hour 10 2310 (Stand 6) Burton upon Trent, New Street (Stand DEP 1015 15 2315 6) Burton upon Trent, adj Spot on Snooker 1015 15 2315 Burton upon Trent, opp Meadowside Drive 1016 16 2316 Burton upon Trent, adj Bridge Street 1017 17 2317 Burton upon Trent, adj Newton Mews 1018 18 2318 Winshill, opp Oxley Road 1019 19 2319 Winshill, opp High Bank Road 1020 20 2320 Winshill, adj St Marks Church 1020 20 2320 Winshill, adj Bladon Street 1021 21 2321 Winshill, opp Brough Road 1022 22 2322 Winshill, opp Empire Road 1023 23 2323 Staffordshire County Council24/08/2012 1510 Route 3 is operated by Arriva Midlands Ltd

3 Winshill - Burton - Queens Hospital - Horninglow

Monday to Friday Winshill, opp Empire Road 0555 0625 0655 0720 0737 0752 0807 0822 0837 0852 Winshill, adj Calgary Crescent 0556 0626 0656 0721 0738 0753 0808 0823 0838 0853 Brizlincote, adj Bretby Lane 0558 0628 0658 0723 0740 0755 0810 0825 0840 0855 Winshill, adj Adelaide Crescent 0558 0628 0658 0723 0740 0755 0810 0825 0840 0855 Winshill, adj Melbourne Avenue 0558 0628 0658 0724 0741 0756 0811 0826 0841 0856 Winshill, adj Delhi Close 0559 0629 0659 0724 0741 0756 0811 0826 0841 0856 Winshill, adj Cairns Close 0600 0630 0700 0725 0742 0757 0812 0827 0842 0857 Winshill, opp Canterbury Road 0600 0630 0700 0726 0743 0758 0813 0828 0843 0858 Winshill, opp Bladon Street 0601 0631 0701 0727 0744 0759 0814 0829 0844 0859 Winshill, opp St Marks Church 0601 0631 0701 0727 0744 0759 0814 0829 0844 0859 Winshill, adj High Bank Road 0602 0632 0702 0729 0746 0801 0816 0831 0846 0901 Winshill, adj Mount Street 0603 0633 0703 0729 0746 0801 0816 0831 0846 0901 Winshill, adj Oxley Road 0604 0634 0704 0730 0747 0802 0817 0832 0847 0902 Burton upon Trent, opp Newton Mews 0605 0635 0705 0732 0749 0804 0819 0834 0849 0904 Burton upon Trent, adj Bargates 0607 0637 0707 0734 0751 0806 0821 0836 0851 0906 Burton upon Trent, opp Spot on Snooker 0608 0638 0708 0736 0753 0808 0823 0838 0853 0908 Burton upon Trent, New Street ARR 0610 0640 0710 0738 0755 0810 0825 0840 0855 0910 (Stand 4) Burton upon Trent, New Street (Stand DEP 0545 0615 0645 0711 0741 0800 0815 0830 0845 0900 0915 4) Burton upon Trent, adj Sainsbury’s Store 0546 0616 0646 0712 0742 0801 0816 0831 0846 0901 0916 Burton upon Trent, adj Devonshire Arms 0547 0617 0647 0713 0743 0802 0817 0832 0847 0902 0917 Burton upon Trent, adj Railway Station 0549 0619 0649 0715 0745 0804 0819 0834 0849 0904 0919 Shobnall, opp Town Hall 0550 0620 0650 0716 0746 0805 0820 0835 0850 0905 0920 Burton upon Trent, St Pauls Square (Stop 0550 0620 0650 0716 0746 0805 0821 0835 0851 0905 0921 NW) Shobnall, adj Grange Street 0551 0621 0651 0717 0747 0806 0821 0836 0851 0906 0921 Shobnall, adj Waverley Lane 0551 0621 0651 0717 0747 0806 0822 0836 0852 0906 0922 Shobnall, adj Halcyon Way 0552 0622 0652 0718 0748 0807 0822 0837 0852 0907 0922 Outwoods, opp Shobnall Close 0553 0623 0653 0719 0749 0808 0823 0838 0853 0908 0923 Outwoods, opp Edward Street 0554 0624 0654 0720 0750 0809 0824 0839 0854 0908 0924 Outwoods, adj Outwoods Street 0555 0625 0655 0721 0751 0810 0825 0840 0855 0910 0925 Outwoods, opp Mona Road 0556 0626 0656 0722 0752 0811 0827 0841 0857 0911 0927 Outwoods, opp Norton Road 0558 0628 0658 0724 0754 0813 0843 Queens Hospital, adj Midlands NHS 0912 Treatment Centre Queens Hospital, adj Hospital main 0914 entrance Queens Hospital, adj Graduate Medical 0559 0629 0659 0725 0755 0814 0844 0918 Centre Outwoods, adj Norton Road 0725 0755 Outwoods, opp Osborne Court 0726 0756 0827 0857 0927 Outwoods, adj Ibstock Road 0727 0757 0828 0858 0928 Outwoods, adj Carlton Street 0727 0757 0829 0859 0929 Horninglow, adj Longmead Road 0728 0758 0830 0900 0930 Staffordshire County Council24/08/2012 1510 Route 3 is operated by Arriva Midlands Ltd 3 Winshill - Burton - Queens Hospital - Horninglow

Monday to Friday Winshill, opp Empire Road 0907 07 22 37 52 1552 1607 1622 1637 1652 1707 1722 1742 1802 1822 1842 Winshill, adj Calgary Crescent 0908 08 23 38 53 1553 1608 1623 1638 1653 1708 1723 1743 1803 1823 1843 Brizlincote, adj Bretby Lane 0910 10 25 40 55 1555 1610 1625 1640 1655 1710 1725 1745 1805 1825 1845 Winshill, adj Adelaide Crescent 0910 10 25 40 55 1555 1610 1625 1640 1655 1710 1725 1745 1805 1825 1845 Winshill, adj Melbourne Avenue 0911 11 26 41 56 1556 1611 1626 1641 1656 1711 1726 1746 1806 1826 1846 Winshill, adj Delhi Close 0911 11 26 41 56 1556 1611 1626 1641 1656 1711 1726 1746 1806 1826 1846 Winshill, adj Cairns Close 0912 12 27 42 57 1557 1612 1627 1642 1657 1712 1727 1747 1807 1827 1847 Winshill, opp Canterbury Road 0913 13 28 43 58 1558 1613 1628 1643 1658 1713 1728 1748 1808 1828 1848 Winshill, opp Bladon Street 0914 14 29 44 59 1559 1614 1629 1644 1659 1714 1729 1749 1809 1829 1849 Winshill, opp St Marks Church 0914 14 29 44 59 1559 1614 1629 1644 1659 1714 1729 1749 1809 1829 1849 Winshill, adj High Bank Road 0916 16 31 46 01 1601 1616 1631 1646 1701 1716 1731 1751 1811 1831 1851 Winshill, adj Mount Street 0916 16 31 46 01 1601 1616 1631 1646 1701 1716 1731 1751 1811 1831 1851 Winshill, adj Oxley Road 0917 17 32 47 02 1602 1617 1632 1647 1702 1717 1732 1752 1812 1832 1852 Burton upon Trent, opp Newton Mews 0919 19 34 49 04 1604 1619 1634 1649 1704 1719 1734 1754 1814 1834 1854 Burton upon Trent, adj Bargates 0921 21 36 51 06 1606 1621 1636 1651 1706 1721 1736 1756 1816 1836 1856 Burton upon Trent, opp Spot on Snooker 0923 23 38 53 08 1608 1623 1638 1653 1708 1723 1738 1758 1818 1838 1858 Burton upon Trent, New Street ARR 0925 25 40 55 10 1610 1625 1640 1655 1710 1725 1740 1800 1820 1840 1900 (Stand 4) Burton upon Trent, New Street (Stand DEP 0930 30 45 00 15 1615 1630 1645 1705 1725 1745 1805 1830 1850 4) then Burton upon Trent, adj Sainsbury’s Store 0931at 31 46 01 16 1616 1631 1646 1706 1726 1746 1806 1831 1851 Burton upon Trent, adj Devonshire Arms 0932these 32 47 02 17 1617 1632 1647 1707 1727 1747 1807 1832 1852 Burton upon Trent, adj Railway Station 0934mins 34 49 04 19 until 1619 1634 1649 1709 1729 1749 1809 1834 1854 Shobnall, opp Town Hall 0935past 35 50 05 20 1620 1635 1650 1710 1730 1750 1810 1835 1855 Burton upon Trent, St Pauls Square (Stop 0935each 35 51 05 21 1621 1635 1651 1710 1730 1750 1810 1835 1855 NW) hour Shobnall, adj Grange Street 0936 36 51 06 21 1621 1636 1651 1711 1731 1751 1811 1836 1856 Shobnall, adj Waverley Lane 0936 36 52 06 22 1622 1636 1652 1711 1731 1751 1811 1836 1856 Shobnall, adj Halcyon Way 0937 37 52 07 22 1622 1637 1652 1712 1732 1752 1812 1837 1857 Outwoods, opp Shobnall Close 0938 38 53 08 23 1623 1638 1653 1713 1733 1753 1813 1838 1858 Outwoods, opp Edward Street 0938 38 54 08 24 1624 1638 1654 1713 1734 1753 1814 1838 1859 Outwoods, adj Outwoods Street 0940 40 55 10 25 1625 1640 1655 1715 1735 1755 1815 1840 1900 Outwoods, opp Mona Road 0941 41 57 11 27 1627 1641 1657 1716 1736 1756 1816 1841 1901 Outwoods, opp Norton Road 1738 1818 1903 Queens Hospital, adj Midlands NHS 0942 42 12 1642 1717 1757 1842 Treatment Centre Queens Hospital, adj Hospital main 0944 44 14 1644 1719 1759 1844 entrance Queens Hospital, adj Graduate Medical 0948 48 18 1648 1723 1739 1803 1819 1848 1904 Centre Outwoods, adj Norton Road 1740 1804 1849 Outwoods, opp Osborne Court 57 27 1627 1657 1741 1805 1850 Outwoods, adj Ibstock Road 58 28 1628 1658 1741 1806 1851 Outwoods, adj Carlton Street 59 29 1629 1659 1742 1807 1852 Horninglow, adj Longmead Road 00 30 1630 1700 1743 1808 1853 Monday to Friday Winshill, opp Empire Road 1923 2023 2123 2223 Winshill, adj Calgary Crescent 1923 2023 2123 2223 Brizlincote, adj Bretby Lane 1925 2025 2125 2225 Winshill, adj Adelaide Crescent 1925 2025 2125 2225 Winshill, adj Melbourne Avenue 1925 2025 2125 2225 Winshill, adj Delhi Close 1926 2026 2126 2226 Winshill, adj Cairns Close 1927 2027 2127 2227 Winshill, opp Canterbury Road 1927 2027 2127 2227 Winshill, opp Bladon Street 1928 2028 2128 2228 Winshill, opp St Marks Church 1928 2028 2128 2228 Winshill, adj High Bank Road 1929 2029 2129 2229 Winshill, adj Mount Street 1930 2030 2130 2230 Winshill, adj Oxley Road 1931 2031 2131 2231 Burton upon Trent, opp Newton Mews 1932 2032 2132 2232 Burton upon Trent, adj Bargates 1934 2034 2134 2234 Burton upon Trent, opp Spot on Snooker 1935 2035 2135 2235 Burton upon Trent, New Street ARR 1937 2037 2137 2237 (Stand 4) Burton upon Trent, New Street (Stand DEP 1938 2038 2138 2238 4) Burton upon Trent, adj Sainsbury’s Store 1938 2038 2138 2238 Burton upon Trent, adj Devonshire Arms 1939 2039 2139 2239 Burton upon Trent, adj Railway Station 1940 2040 2140 2240 Shobnall, opp Town Hall 1941 2041 2141 2241 Burton upon Trent, St Pauls Square (Stop 1942 2042 2142 2242 NW) Shobnall, adj Grange Street 1942 2042 2142 2242 Shobnall, adj Waverley Lane 1942 2042 2142 2242 Shobnall, adj Halcyon Way 1943 2043 2143 2243 Outwoods, opp Shobnall Close 1943 2043 2143 2243 Outwoods, opp Edward Street 1944 2044 2144 2244 Outwoods, adj Outwoods Street 1945 2045 2145 2245 Outwoods, opp Mona Road 1946 2046 2146 2246 Outwoods, opp Norton Road 1947 2047 2147 2247 Queens Hospital, adj Graduate Medical 1948 2048 2148 2248 Centre Outwoods, adj Norton Road 1949 2049 2149 2249 Outwoods, opp Osborne Court 1950 2050 2150 2250 Outwoods, adj Ibstock Road 1951 2051 2151 2251 Outwoods, adj Carlton Street 1952 2052 2152 2252 Horninglow, adj Longmead Road 1953 2053 2153 2253 Staffordshire County Council24/08/2012 1510 Route 3 is operated by Arriva Midlands Ltd 3 Winshill - Burton - Queens Hospital - Horninglow

Saturday Winshill, opp Empire Road 0655 0737 0752 0807 0822 0837 0852 0907 07 22 37 52 1552 1607 1622 1637 Winshill, adj Calgary Crescent 0656 0738 0753 0808 0823 0838 0853 0908 08 23 38 53 1553 1608 1623 1638 Brizlincote, adj Bretby Lane 0658 0740 0755 0810 0825 0840 0855 0910 10 25 40 55 1555 1610 1625 1640 Winshill, adj Adelaide Crescent 0658 0740 0755 0810 0825 0840 0855 0910 10 25 40 55 1555 1610 1625 1640 Winshill, adj Melbourne Avenue 0658 0741 0756 0811 0826 0841 0856 0911 11 26 41 56 1556 1611 1626 1641 Winshill, adj Delhi Close 0659 0741 0756 0811 0826 0841 0856 0911 11 26 41 56 1556 1611 1626 1641 Winshill, adj Cairns Close 0700 0742 0757 0812 0827 0842 0857 0912 12 27 42 57 1557 1612 1627 1642 Winshill, opp Canterbury Road 0700 0743 0758 0813 0828 0843 0858 0913 13 28 43 58 1558 1613 1628 1643 Winshill, opp Bladon Street 0701 0744 0759 0814 0829 0844 0859 0914 14 29 44 59 1559 1614 1629 1644 Winshill, opp St Marks Church 0701 0744 0759 0814 0829 0844 0859 0914 14 29 44 59 1559 1614 1629 1644 Winshill, adj High Bank Road 0702 0746 0801 0816 0831 0846 0901 0916 16 31 46 01 1601 1616 1631 1646 Winshill, adj Mount Street 0703 0746 0801 0816 0831 0846 0901 0916 16 31 46 01 1601 1616 1631 1646 Winshill, adj Oxley Road 0704 0747 0802 0817 0832 0847 0902 0917 17 32 47 02 1602 1617 1632 1647 Burton upon Trent, opp Newton Mews 0705 0749 0804 0819 0834 0849 0904 0919 19 34 49 04 1604 1619 1634 1649 Burton upon Trent, adj Bargates 0707 0751 0806 0821 0836 0851 0906 0921 21 36 51 06 1606 1621 1636 1651 Burton upon Trent, opp Spot on Snooker 0708 0753 0808 0823 0838 0853 0908 0923 23 38 53 08 1608 1623 1638 1653 Burton upon Trent, New Street ARR 0710 0755 0810 0825 0840 0855 0910 0925 25 40 55 10 1610 1625 1640 1655 (Stand 4) Burton upon Trent, New Street (Stand DEP 0711 0800 0815 0830 0845 0900 0915 0930 30 45 00 15 1615 1630 1645 1705 4) then Burton upon Trent, adj Sainsbury’s Store 0712 0801 0816 0831 0846 0901 0916 0931at 31 46 01 16 1616 1631 1646 1706 Burton upon Trent, adj Devonshire Arms 0713 0802 0817 0832 0847 0902 0917 0932these 32 47 02 17 1617 1632 1647 1707 Burton upon Trent, adj Railway Station 0715 0804 0819 0834 0849 0904 0919 0934mins 34 49 04 19 until 1619 1634 1649 1709 Shobnall, opp Town Hall 0716 0805 0820 0835 0850 0905 0920 0935past 35 50 05 20 1620 1635 1650 1710 Burton upon Trent, St Pauls Square (Stop 0716 0805 0821 0835 0851 0905 0921 0935each 35 51 05 21 1621 1635 1651 1710 NW) hour Shobnall, adj Grange Street 0717 0806 0821 0836 0851 0906 0921 0936 36 51 06 21 1621 1636 1651 1711 Shobnall, adj Waverley Lane 0717 0806 0822 0836 0852 0906 0922 0936 36 52 06 22 1622 1636 1652 1711 Shobnall, adj Halcyon Way 0718 0807 0822 0837 0852 0907 0922 0937 37 52 07 22 1622 1637 1652 1712 Outwoods, opp Shobnall Close 0719 0808 0823 0838 0853 0908 0923 0938 38 53 08 23 1623 1638 1653 1713 Outwoods, opp Edward Street 0720 0809 0824 0839 0854 0908 0924 0938 38 54 08 24 1624 1638 1654 1713 Outwoods, adj Outwoods Street 0721 0810 0825 0840 0855 0910 0925 0940 40 55 10 25 1625 1640 1655 1715 Outwoods, opp Mona Road 0722 0811 0827 0841 0857 0911 0927 0941 41 57 11 27 1627 1641 1657 1716 Outwoods, opp Norton Road 0724 0813 0843 Queens Hospital, adj Midlands NHS 0912 0942 42 12 1642 1717 Treatment Centre Queens Hospital, adj Hospital main 0914 0944 44 14 1644 1719 entrance Queens Hospital, adj Graduate Medical 0725 0814 0844 0918 0948 48 18 1648 1723 Centre Outwoods, adj Norton Road 0725 Outwoods, opp Osborne Court 0726 0827 0857 0927 57 27 1627 1657 Outwoods, adj Ibstock Road 0727 0828 0858 0928 58 28 1628 1658 Outwoods, adj Carlton Street 0727 0829 0859 0929 59 29 1629 1659 Horninglow, adj Longmead Road 0728 0830 0900 0930 00 30 1630 1700 Saturday Winshill, opp Empire Road 1652 1707 Winshill, adj Calgary Crescent 1653 1708 Brizlincote, adj Bretby Lane 1655 1710 Winshill, adj Adelaide Crescent 1655 1710 Winshill, adj Melbourne Avenue 1656 1711 Winshill, adj Delhi Close 1656 1711 Winshill, adj Cairns Close 1657 1712 Winshill, opp Canterbury Road 1658 1713 Winshill, opp Bladon Street 1659 1714 Winshill, opp St Marks Church 1659 1714 Winshill, adj High Bank Road 1701 1716 Winshill, adj Mount Street 1701 1716 Winshill, adj Oxley Road 1702 1717 Burton upon Trent, opp Newton Mews 1704 1719 Burton upon Trent, adj Bargates 1706 1721 Burton upon Trent, opp Spot on Snooker 1708 1723 Burton upon Trent, New Street ARR 1710 1725 (Stand 4) Burton upon Trent, New Street (Stand DEP 1725 4) Burton upon Trent, adj Sainsbury’s Store 1726 Burton upon Trent, adj Devonshire Arms 1727 Burton upon Trent, adj Railway Station 1729 Shobnall, opp Town Hall 1730 Burton upon Trent, St Pauls Square (Stop 1730 NW) Shobnall, adj Grange Street 1731 Shobnall, adj Waverley Lane 1731 Shobnall, adj Halcyon Way 1732 Outwoods, opp Shobnall Close 1733 Outwoods, opp Edward Street 1734 Outwoods, adj Outwoods Street 1735 Outwoods, opp Mona Road 1736 Outwoods, opp Norton Road 1738 Queens Hospital, adj Graduate Medical 1739 Centre Outwoods, adj Norton Road 1740 Outwoods, opp Osborne Court 1741 Outwoods, adj Ibstock Road 1741 Outwoods, adj Carlton Street 1742 Horninglow, adj Longmead Road 1743 Staffordshire County Council24/08/2012 1510 Route 3 is operated by Arriva Midlands Ltd 3 Winshill - Burton - Queens Hospital - Horninglow

Saturday Winshill, opp Empire Road 1722 1742 1802 1822 1842 1923 2023 2123 2223 Winshill, adj Calgary Crescent 1723 1743 1803 1823 1843 1923 2023 2123 2223 Brizlincote, adj Bretby Lane 1725 1745 1805 1825 1845 1925 2025 2125 2225 Winshill, adj Adelaide Crescent 1725 1745 1805 1825 1845 1925 2025 2125 2225 Winshill, adj Melbourne Avenue 1726 1746 1806 1826 1846 1925 2025 2125 2225 Winshill, adj Delhi Close 1726 1746 1806 1826 1846 1926 2026 2126 2226 Winshill, adj Cairns Close 1727 1747 1807 1827 1847 1927 2027 2127 2227 Winshill, opp Canterbury Road 1728 1748 1808 1828 1848 1927 2027 2127 2227 Winshill, opp Bladon Street 1729 1749 1809 1829 1849 1928 2028 2128 2228 Winshill, opp St Marks Church 1729 1749 1809 1829 1849 1928 2028 2128 2228 Winshill, adj High Bank Road 1731 1751 1811 1831 1851 1929 2029 2129 2229 Winshill, adj Mount Street 1731 1751 1811 1831 1851 1930 2030 2130 2230 Winshill, adj Oxley Road 1732 1752 1812 1832 1852 1931 2031 2131 2231 Burton upon Trent, opp Newton Mews 1734 1754 1814 1834 1854 1932 2032 2132 2232 Burton upon Trent, adj Bargates 1736 1756 1816 1836 1856 1934 2034 2134 2234 Burton upon Trent, opp Spot on Snooker 1738 1758 1818 1838 1858 1935 2035 2135 2235 Burton upon Trent, New Street ARR 1740 1800 1820 1840 1900 1937 2037 2137 2237 (Stand 4) Burton upon Trent, New Street (Stand DEP 1745 1805 1830 1850 1938 2038 2138 2238 4) Burton upon Trent, adj Sainsbury’s Store 1746 1806 1831 1851 1938 2038 2138 2238 Burton upon Trent, adj Devonshire Arms 1747 1807 1832 1852 1939 2039 2139 2239 Burton upon Trent, adj Railway Station 1749 1809 1834 1854 1940 2040 2140 2240 Shobnall, opp Town Hall 1750 1810 1835 1855 1941 2041 2141 2241 Burton upon Trent, St Pauls Square (Stop 1750 1810 1835 1855 1942 2042 2142 2242 NW) Shobnall, adj Grange Street 1751 1811 1836 1856 1942 2042 2142 2242 Shobnall, adj Waverley Lane 1751 1811 1836 1856 1942 2042 2142 2242 Shobnall, adj Halcyon Way 1752 1812 1837 1857 1943 2043 2143 2243 Outwoods, opp Shobnall Close 1753 1813 1838 1858 1943 2043 2143 2243 Outwoods, opp Edward Street 1753 1814 1838 1859 1944 2044 2144 2244 Outwoods, adj Outwoods Street 1755 1815 1840 1900 1945 2045 2145 2245 Outwoods, opp Mona Road 1756 1816 1841 1901 1946 2046 2146 2246 Outwoods, opp Norton Road 1818 1903 1947 2047 2147 2247 Queens Hospital, adj Midlands NHS 1757 1842 Treatment Centre Queens Hospital, adj Hospital main 1759 1844 entrance Queens Hospital, adj Graduate Medical 1803 1819 1848 1904 1948 2048 2148 2248 Centre Outwoods, adj Norton Road 1804 1849 1949 2049 2149 2249 Outwoods, opp Osborne Court 1805 1850 1950 2050 2150 2250 Outwoods, adj Ibstock Road 1806 1851 1951 2051 2151 2251 Outwoods, adj Carlton Street 1807 1852 1952 2052 2152 2252 Horninglow, adj Longmead Road 1808 1853 1953 2053 2153 2253 Sunday Winshill, opp Empire Road 0923 23 2223 Winshill, adj Calgary Crescent 0923 23 2223 Brizlincote, adj Bretby Lane 0925 25 2225 Winshill, adj Adelaide Crescent 0925 25 2225 Winshill, adj Melbourne Avenue 0925 25 2225 Winshill, adj Delhi Close 0926 26 2226 Winshill, adj Cairns Close 0927 27 2227 Winshill, opp Canterbury Road 0927 27 2227 Winshill, opp Bladon Street 0928 28 2228 Winshill, opp St Marks Church 0928 28 2228 Winshill, adj High Bank Road 0929 29 2229 Winshill, adj Mount Street 0930 30 2230 Winshill, adj Oxley Road 0931 31 2231 Burton upon Trent, opp Newton Mews 0932 32 2232 Burton upon Trent, adj Bargates 0934 34 2234 Burton upon Trent, opp Spot on Snooker 0935 35 2235 Burton upon Trent, New Street ARR 0937 37 2237 (Stand 4) then Burton upon Trent, New Street (Stand DEP 0938at 38 2238 4) these Burton upon Trent, adj Sainsbury’s Store 0938mins 38 until 2238 Burton upon Trent, adj Devonshire Arms 0939past 39 2239 Burton upon Trent, adj Railway Station 0940each 40 2240 Shobnall, opp Town Hall 0941hour 41 2241 Burton upon Trent, St Pauls Square (Stop 0942 42 2242 NW) Shobnall, adj Grange Street 0942 42 2242 Shobnall, adj Waverley Lane 0942 42 2242 Shobnall, adj Halcyon Way 0943 43 2243 Outwoods, opp Shobnall Close 0943 43 2243 Outwoods, opp Edward Street 0944 44 2244 Outwoods, adj Outwoods Street 0945 45 2245 Outwoods, opp Mona Road 0946 46 2246 Outwoods, opp Norton Road 0947 47 2247 Queens Hospital, adj Graduate Medical 0948 48 2248 Centre Outwoods, adj Norton Road 0949 49 2249 Outwoods, opp Osborne Court 0950 50 2250 Outwoods, adj Ibstock Road 0951 51 2251 Outwoods, adj Carlton Street 0952 52 2252 Horninglow, adj Longmead Road 0953 53 2253 Staffordshire County Council24/08/2012 1510 Route 3 is operated by Arriva Midlands Ltd Monday to Friday Burton upon Trent, New Street (Stand DEP 0635 9) Burton upon Trent, adj Spot on Snooker 0635 Burton upon Trent, opp Meadowside Drive 0636 Burton upon Trent, adj Bridge Street 0636 Winshill, opp Rosemount Road 0638 Winshill, opp Hamilton Road 0638 Winshill, adj Mervyn Road 0639 Winshill, opp Burton Tennis and Squash 0640 Club Brizlincote, opp Tower Road 0641 Brizlincote, opp Beaufort Road Top 0642 Stanhope Bretby, adj 25 Ashby Road East 0643 Stanhope Bretby, opp Stanhope Arms 0645 Stanhope Bretby, opp Business Park 0646 Stanhope Bretby, adj Chesterfield Arms 0647 Newhall, opp Wood Lane Top 0648 Newhall, opp Thorn Tree 0649 Newhall, opp Village Hall 0649 Newhall, adj Hill Street 0650 Newhall, adj George Inn 0651 Newhall, adj Abbotts Road 0651 Newhall, opp Royal Oak 0651 Swadlincote, Boardmans Hill (SE-bound) 0652 Swadlincote, adj Catholic Club 0653 Swadlincote, Darklands Road (S-bound) 0654 Swadlincote, adj Bus Station ARR 0655 Swadlincote, adj Bus Station DEP 0602 0655 Swadlincote, Civic Way (SE-bound) 0602 0655 Swadlincote, opp Ski Centre 0603 0656 Woodville, opp Woodhouse Street 0604 0658 Woodville, adj Frederick Street 0605 0659 Woodville, Toll Gate (SE-bound) 0606 0700 Woodville, adj Blacksmiths Lane 0607 0701 Woodville, adj Station Road 0607 0701 Woodville, opp Butt Lane 0608 0702 Woodville, adj Millfield Street 0608 0703 Woodville, adj Beech Drive 0609 0703 Boundary, o/s Greyhound 0610 0705 Boundary, Heath Lane (S-bound) 0611 0706 Blackfordby, adj Main Street 0614 0709 Norris Hill, adj Woodlands Way 0617 0712 Norris Hill, adj Blackfordby Lane 0617 0712 Norris Hill, adj Dorset Drive 0618 0713 Ashby-de-la-Zouch, opp Blackberry Cottge 0620 0715 Ashby-de-la-Zouch, adj Whitehouse Farm 0621 0716 Ashby-de-la-Zouch, adj Highfields Close 0623 0718 Ashby-de-la-Zouch, opp Cemetery 0623 0718 Ashby-de-la-Zouch, opp Council Offices 0624 0719 Ashby-de-la-Zouch, o/s Market Street 0624 0719 Ashby-de-la-Zouch, Market Street 0625 0720 (E-bound) Ashby-de-la-Zouch, adj North Street 0625 0720 Ashby-de-la-Zouch, opp School 0626 0721 Ashby-de-la-Zouch, opp Birch Road 0626 0721 Coleorton, adj The Cedars 0631 0726 Coleorton, opp School 0632 0727 Coleorton, The Moor (E-bound) 0633 0728 Coleorton, o/s George Inn 0634 0729 Swannington, adj Nottingham Road 0635 0730 Swannington, Peggs Green (S-bound) 0635 0730 Swannington, opp Windmill Hill 0635 0730 Swannington, o/s Jeffcoats Lane 0636 0731 Swannington, o/s Manor Farm 0637 0732 Swannington, opp Burton Lane 0637 0732 Swannington, adj Spring Lane 0638 0733 Swannington, opp Station Hill 0639 0734 Swannington, Railway (S-bound) 0640 0735 Swannington, Hoo Ash (S-bound) 0641 0736 Coalville, opp Swannington Road 0642 0737 Coalville, opp Belmont Drive 0643 0738 Coalville, opp Snibston Discovery Park 0645 0740 Coalville, Memorial Square (Stand 9) 0647 0742 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Burton upon Trent, opp Railway Station 0645 Burton upon Trent, opp Devonshire Arms 0646 Burton upon Trent, opp Sainsbury’s Store 0648 Burton upon Trent, New Street ARR 0650 (Stand 9) Burton upon Trent, New Street (Stand DEP 0650 9) Burton upon Trent, adj Bond Street 0650 Stapenhill, adj St Peters Street 0652 Stapenhill, opp Ferry Street 0653 Edge Hill, opp Ivy Lodge Close 0654 Edge Hill, opp Baker Street 0654 Edge Hill, opp Weir Bank 0655 Edge Hill, adj Hawthorn Crescent 0655 Edge Hill, adj Pinewood Road 0656 Edge Hill, adj Yewtree Crescent 0656 Edge Hill, opp The Copper Hearth 0657 Stapenhill, adj Stanton Road Baptist 0657 Church Stapenhill, adj Greenvale Close 0658 Stapenhill, opp Foxglove Avenue 0659 Brizlincote, opp 14 Springfield Villas 0700 Brizlincote, adj Septon Close 0700 Brizlincote, opp Winchcombe Drive 0700 Brizlincote, opp Dalton Avenue 0701 Brizlincote, opp Hargate Road 0701 Brizlincote, opp Latham Close 0702 Brizlincote, opp Beaufort Road Top 0702 Stanhope Bretby, adj 25 Ashby Road East 0703 Stanhope Bretby, opp Stanhope Arms 0704 Stanhope Bretby, opp Business Park 0706 Stanhope Bretby, adj Chesterfield Arms 0706 Newhall, opp Wood Lane Top 0706 Newhall, opp Thorn Tree 0707 Newhall, opp Village Hall 0708 Newhall, adj Hill Street 0708 Newhall, adj George Inn 0709 Newhall, adj Abbotts Road 0709 Newhall, opp Royal Oak 0709 Swadlincote, Boardmans Hill (SE-bound) 0710 Swadlincote, adj Catholic Club 0710 Swadlincote, Darklands Road (S-bound) 0711 Swadlincote, adj Bus Station ARR 0712 Swadlincote, adj Bus Station DEP 0715 Swadlincote, Civic Way (SE-bound) 0715 Swadlincote, opp Church 0716 Midway, adj Railway Inn 0717 Midway, adj Mill Close 0717 Midway, adj Midway Road Top 0718 Midway, adj Masons Arms 0719 Midway, adj Dunsmore Way 0719 Midway, adj Lincoln Way 0720 Woodville, adj Granville Community School 0720 Woodville, adj Cricket Ground 0721 Woodville, Toll Gate (SE-bound) 0721 Woodville, adj Blacksmiths Lane 0722 Woodville, adj Station Road 0722 Woodville, opp Butt Lane 0723 Woodville, adj Millfield Street 0723 Woodville, adj Beech Drive 0723 Boundary, o/s Greyhound 0724 Boundary, opp Heath Lane 0725 Ashby-de-la-Zouch, adj Anwell Lane 0726 Ashby-de-la-Zouch, o/s Ingles Hill Farm 0728 Ashby-de-la-Zouch, opp Prestop Park 0728 Ashby-de-la-Zouch, adj The Beeches 0729 Ashby-de-la-Zouch, opp Hill Street 0729 Ashby-de-la-Zouch, adj Medical Centre 0730 Ashby-de-la-Zouch, adj Market Street 0731 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Day Restrictions: o4 av Service Information: Sch NSch Queens Hospital, adj Graduate Medical 0748 0748 Centre Outwoods, adj Norton Road 0748 0749 Outwoods, adj Mona Road 0749 0750 Outwoods, opp Outwoods Street 0749 0751 Outwoods, opp No. 153 0751 0753 Shobnall, nr Albert Street 0754 Shobnall, opp Casey Lane 0755 Shobnall, adj Lidl Store 0756 Burton upon Trent, opp Railway Station 0757 Burton upon Trent, opp Devonshire Arms 0759 Burton upon Trent, opp Sainsbury’s Store 0801 Burton upon Trent, New Street ARR 0803 (Stand 9) Burton upon Trent, New Street (Stand DEP 0735 9) Burton upon Trent, adj Spot on Snooker 0735 Burton upon Trent, opp Meadowside Drive 0736 Burton upon Trent, adj Bridge Street 0736 Winshill, opp Rosemount Road 0738 Winshill, opp Hamilton Road 0738 Winshill, adj Mervyn Road 0739 Winshill, opp Burton Tennis and Squash 0740 Club Brizlincote, opp Tower Road 0741 Brizlincote, opp Beaufort Road Top 0742 Stanhope Bretby, adj 25 Ashby Road East 0743 Stanhope Bretby, opp Stanhope Arms 0745 Stanhope Bretby, opp Business Park 0746 Stanhope Bretby, adj Chesterfield Arms 0747 Newhall, opp Wood Lane Top 0748 Newhall, opp Thorn Tree 0749 Newhall, opp Village Hall 0749 Newhall, adj Hill Street 0750 Newhall, adj George Inn 0751 Newhall, adj Abbotts Road 0751 Newhall, opp Royal Oak 0751 Swadlincote, Boardmans Hill (SE-bound) 0752 Swadlincote, adj Catholic Club 0753 Swadlincote, Darklands Road (S-bound) 0754 Swadlincote, adj Bus Station ARR 0755 Swadlincote, adj Bus Station DEP 0755 Swadlincote, Civic Way (SE-bound) 0755 Swadlincote, opp Ski Centre 0756 Woodville, opp Woodhouse Street 0758 Woodville, adj Frederick Street 0759 Woodville, Toll Gate (SE-bound) 0800 Woodville, adj Blacksmiths Lane 0801 Woodville, adj Station Road 0801 Woodville, opp Butt Lane 0802 Woodville, adj Millfield Street 0803 Woodville, adj Beech Drive 0803 Boundary, o/s Greyhound 0805 Boundary, Heath Lane (S-bound) 0806 Blackfordby, adj Main Street 0809 Norris Hill, adj Woodlands Way 0812 Norris Hill, adj Blackfordby Lane 0812 Norris Hill, adj Dorset Drive 0813 Ashby-de-la-Zouch, opp Blackberry Cottge 0815 Ashby-de-la-Zouch, adj Whitehouse Farm 0816 Ashby-de-la-Zouch, adj Highfields Close 0818 Ashby-de-la-Zouch, opp Cemetery 0818 Ashby-de-la-Zouch, opp Council Offices 0819 Ashby-de-la-Zouch, o/s Market Street 0819 Ashby-de-la-Zouch, Market Street 0820 (E-bound) Ashby-de-la-Zouch, adj North Street 0820 Ashby-de-la-Zouch, opp School 0821 Ashby-de-la-Zouch, opp Birch Road 0821 Coleorton, adj The Cedars 0826 Coleorton, opp School 0827 Coleorton, The Moor (E-bound) 0828 Coleorton, o/s George Inn 0829 Swannington, adj Nottingham Road 0830 Swannington, Peggs Green (S-bound) 0830 Swannington, opp Windmill Hill 0830 Swannington, o/s Jeffcoats Lane 0831 Swannington, o/s Manor Farm 0832 Swannington, opp Burton Lane 0832 Swannington, adj Spring Lane 0833 Swannington, opp Station Hill 0834 Swannington, Railway (S-bound) 0835 Swannington, Hoo Ash (S-bound) 0836 Coalville, opp Swannington Road 0837 Coalville, opp Belmont Drive 0838 Coalville, opp Snibston Discovery Park 0840 Coalville, Memorial Square (Stand 9) 0842 av to 2.11.12, not 4.9.12 to 26.10. o4 from 4.9.12, not 29.10.12 to 2.11. NSch Does not operate on school days Sch Operates only on school days Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Route 9 is operated by Midland Classic Limited Monday to Friday Service Information: A Queens Hospital, adj Graduate Medical 0910 Centre Outwoods, adj Norton Road 0910 Outwoods, adj Mona Road 0911 Outwoods, opp Outwoods Street 0911 Outwoods, opp No. 153 0913 Shobnall, nr Albert Street 0913 Shobnall, opp Casey Lane 0914 Shobnall, adj Lidl Store 0915 Burton upon Trent, opp Railway Station 0916 Burton upon Trent, opp Devonshire Arms 0917 Burton upon Trent, opp Sainsbury’s Store 0918 Burton upon Trent, New Street ARR 0920 (Stand 9) Burton upon Trent, New Street (Stand DEP 0925 9) Burton upon Trent, adj Bond Street 0925 Stapenhill, adj Woods Lane 0928 Stapenhill, adj Greenvale Close 0929 Stapenhill, opp Foxglove Avenue 0930 Brizlincote, opp 14 Springfield Villas 0931 Brizlincote, adj Septon Close 0931 Brizlincote, opp Winchcombe Drive 0931 Brizlincote, opp Dalton Avenue 0932 Brizlincote, opp Hargate Road 0932 Brizlincote, opp Latham Close 0933 Brizlincote, opp Beaufort Road Top 0933 Stanhope Bretby, adj 25 Ashby Road East 0935 Stanhope Bretby, opp Stanhope Arms 0936 Stanhope Bretby, opp Business Park 0937 Stanhope Bretby, adj Chesterfield Arms 0938 Newhall, opp Wood Lane Top 0938 Newhall, opp Thorn Tree 0939 Newhall, opp Village Hall 0940 Newhall, adj Hill Street 0940 Newhall, adj George Inn 0940 Newhall, adj Abbotts Road 0941 Newhall, opp Royal Oak 0941 Swadlincote, Boardmans Hill (SE-bound) 0942 Swadlincote, adj Catholic Club 0942 Swadlincote, Darklands Road (S-bound) 0943 Swadlincote, adj Bus Station ARR 0944 Swadlincote, adj Bus Station DEP 0825 0947 Swadlincote, Civic Way (SE-bound) 0826 0947 Swadlincote, opp Church 0826 0948 Midway, adj Railway Inn 0828 0949 Midway, adj Mill Close 0829 0949 Midway, adj Midway Road Top 0830 0950 Midway, adj Masons Arms 0831 0951 Midway, adj Dunsmore Way 0831 0951 Midway, adj Lincoln Way 0832 0952 Woodville, adj Granville Community School 0832 0952 Woodville, adj Cricket Ground 0833 0953 Woodville, Toll Gate (SE-bound) 0834 0954 Woodville, adj Blacksmiths Lane 0834 0954 Woodville, adj Station Road 0835 0955 Woodville, opp Butt Lane 0835 0955 Woodville, adj Millfield Street 0836 0955 Woodville, adj Beech Drive 0836 0956 Boundary, o/s Greyhound 0837 0957 Boundary, opp Heath Lane 0838 0957 Ashby-de-la-Zouch, adj Anwell Lane 0840 0959 Ashby-de-la-Zouch, o/s Ingles Hill Farm 0841 1000 Ashby-de-la-Zouch, opp Prestop Park 0842 1001 Ashby-de-la-Zouch, adj The Beeches 0843 1002 Ashby-de-la-Zouch, opp Hill Street 0843 1002 Ashby-de-la-Zouch, adj Medical Centre 1003 Ashby-de-la-Zouch, adj Market Street 1004 Ashby-de-la-Zouch, Market Street 0845 (E-bound) A Continues to Nottingham Road Superstore by request only Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Burton upon Trent, New Street (Stand DEP 1000 9) Burton upon Trent, adj Spot on Snooker 1000 Burton upon Trent, opp Meadowside Drive 1001 Burton upon Trent, adj Bridge Street 1001 Winshill, opp Rosemount Road 1003 Winshill, opp Hamilton Road 1003 Winshill, adj Mervyn Road 1004 Winshill, opp Burton Tennis and Squash 1005 Club Brizlincote, opp Tower Road 1006 Brizlincote, opp Beaufort Road Top 1007 Stanhope Bretby, adj 25 Ashby Road East 1008 Stanhope Bretby, opp Stanhope Arms 1010 Stanhope Bretby, opp Business Park 1011 Stanhope Bretby, adj Chesterfield Arms 1012 Newhall, opp Wood Lane Top 1013 Newhall, opp Thorn Tree 1014 Newhall, opp Village Hall 1014 Newhall, adj Hill Street 1015 Newhall, adj George Inn 1016 Newhall, adj Abbotts Road 1016 Newhall, opp Royal Oak 1016 Swadlincote, Boardmans Hill (SE-bound) 1017 Swadlincote, adj Catholic Club 1018 Swadlincote, Darklands Road (S-bound) 1019 Swadlincote, adj Bus Station ARR 1020 Swadlincote, adj Bus Station DEP 1020 Swadlincote, Civic Way (SE-bound) 1020 Swadlincote, opp Ski Centre 1021 Woodville, opp Woodhouse Street 1023 Woodville, adj Frederick Street 1024 Woodville, Toll Gate (SE-bound) 1025 Woodville, adj Blacksmiths Lane 1026 Woodville, adj Station Road 1026 Woodville, opp Butt Lane 1027 Woodville, adj Millfield Street 1028 Woodville, adj Beech Drive 1028 Boundary, o/s Greyhound 1030 Boundary, Heath Lane (S-bound) 1031 Blackfordby, adj Main Street 1034 Norris Hill, adj Woodlands Way 1037 Norris Hill, adj Blackfordby Lane 1037 Norris Hill, adj Dorset Drive 1038 Ashby-de-la-Zouch, opp Blackberry Cottge 1040 Ashby-de-la-Zouch, adj Whitehouse Farm 1041 Ashby-de-la-Zouch, adj Highfields Close 1043 Ashby-de-la-Zouch, opp Cemetery 1043 Ashby-de-la-Zouch, opp Council Offices 1044 Ashby-de-la-Zouch, o/s Market Street 1044 Ashby-de-la-Zouch, Market Street 1045 (E-bound) Ashby-de-la-Zouch, adj North Street 1045 Ashby-de-la-Zouch, opp School 1046 Ashby-de-la-Zouch, opp Birch Road 1046 Coleorton, adj The Cedars 1051 Coleorton, opp School 1052 Coleorton, The Moor (E-bound) 1053 Coleorton, o/s George Inn 1054 Swannington, adj Nottingham Road 1055 Swannington, Peggs Green (S-bound) 1055 Swannington, opp Windmill Hill 1055 Swannington, o/s Jeffcoats Lane 1056 Swannington, o/s Manor Farm 1057 Swannington, opp Burton Lane 1057 Swannington, adj Spring Lane 1058 Swannington, opp Station Hill 1059 Swannington, Railway (S-bound) 1100 Swannington, Hoo Ash (S-bound) 1101 Coalville, opp Swannington Road 1102 Coalville, opp Belmont Drive 1103 Coalville, opp Snibston Discovery Park 1105 Coalville, Memorial Square (Stand 9) 1107 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Queens Hospital, adj Graduate Medical 1010 Centre Outwoods, adj Norton Road 1010 Outwoods, adj Mona Road 1011 Outwoods, opp Outwoods Street 1011 Outwoods, opp No. 153 1013 Shobnall, nr Albert Street 1013 Shobnall, opp Casey Lane 1014 Shobnall, adj Lidl Store 1015 Burton upon Trent, opp Railway Station 1016 Burton upon Trent, opp Devonshire Arms 1017 Burton upon Trent, opp Sainsbury’s Store 1018 Burton upon Trent, New Street ARR 1020 (Stand 9) Burton upon Trent, New Street (Stand DEP 1025 9) Burton upon Trent, adj Bond Street 1025 Stapenhill, adj Woods Lane 1028 Stapenhill, adj Greenvale Close 1029 Stapenhill, opp Foxglove Avenue 1030 Brizlincote, opp 14 Springfield Villas 1031 Brizlincote, adj Septon Close 1031 Brizlincote, opp Winchcombe Drive 1031 Brizlincote, opp Dalton Avenue 1032 Brizlincote, opp Hargate Road 1032 Brizlincote, opp Latham Close 1033 Brizlincote, opp Beaufort Road Top 1033 Stanhope Bretby, adj 25 Ashby Road East 1035 Stanhope Bretby, opp Stanhope Arms 1036 Stanhope Bretby, opp Business Park 1037 Stanhope Bretby, adj Chesterfield Arms 1038 Newhall, opp Wood Lane Top 1038 Newhall, opp Thorn Tree 1039 Newhall, opp Village Hall 1040 Newhall, adj Hill Street 1040 Newhall, adj George Inn 1040 Newhall, adj Abbotts Road 1041 Newhall, opp Royal Oak 1041 Swadlincote, Boardmans Hill (SE-bound) 1042 Swadlincote, adj Catholic Club 1042 Swadlincote, Darklands Road (S-bound) 1043 Swadlincote, adj Bus Station ARR 1044 Swadlincote, adj Bus Station DEP 1047 Swadlincote, Civic Way (SE-bound) 1047 Swadlincote, opp Church 1048 Midway, adj Railway Inn 1049 Midway, adj Mill Close 1049 Midway, adj Midway Road Top 1050 Midway, adj Masons Arms 1051 Midway, adj Dunsmore Way 1051 Midway, adj Lincoln Way 1052 Woodville, adj Granville Community School 1052 Woodville, adj Cricket Ground 1053 Woodville, Toll Gate (SE-bound) 1054 Woodville, adj Blacksmiths Lane 1054 Woodville, adj Station Road 1055 Woodville, opp Butt Lane 1055 Woodville, adj Millfield Street 1055 Woodville, adj Beech Drive 1056 Boundary, o/s Greyhound 1057 Boundary, opp Heath Lane 1057 Ashby-de-la-Zouch, adj Anwell Lane 1059 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1100 Ashby-de-la-Zouch, opp Prestop Park 1101 Ashby-de-la-Zouch, adj The Beeches 1102 Ashby-de-la-Zouch, opp Hill Street 1102 Ashby-de-la-Zouch, adj Medical Centre 1103 Ashby-de-la-Zouch, adj Market Street 1104 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Burton upon Trent, New Street (Stand DEP 1100 9) Burton upon Trent, adj Spot on Snooker 1100 Burton upon Trent, opp Meadowside Drive 1101 Burton upon Trent, adj Bridge Street 1101 Winshill, opp Rosemount Road 1103 Winshill, opp Hamilton Road 1103 Winshill, adj Mervyn Road 1104 Winshill, opp Burton Tennis and Squash 1105 Club Brizlincote, opp Tower Road 1106 Brizlincote, opp Beaufort Road Top 1107 Stanhope Bretby, adj 25 Ashby Road East 1108 Stanhope Bretby, opp Stanhope Arms 1110 Stanhope Bretby, opp Business Park 1111 Stanhope Bretby, adj Chesterfield Arms 1112 Newhall, opp Wood Lane Top 1113 Newhall, opp Thorn Tree 1114 Newhall, opp Village Hall 1114 Newhall, adj Hill Street 1115 Newhall, adj George Inn 1116 Newhall, adj Abbotts Road 1116 Newhall, opp Royal Oak 1116 Swadlincote, Boardmans Hill (SE-bound) 1117 Swadlincote, adj Catholic Club 1118 Swadlincote, Darklands Road (S-bound) 1119 Swadlincote, adj Bus Station ARR 1120 Swadlincote, adj Bus Station DEP 1120 Swadlincote, Civic Way (SE-bound) 1120 Swadlincote, opp Ski Centre 1121 Woodville, opp Woodhouse Street 1123 Woodville, adj Frederick Street 1124 Woodville, Toll Gate (SE-bound) 1125 Woodville, adj Blacksmiths Lane 1126 Woodville, adj Station Road 1126 Woodville, opp Butt Lane 1127 Woodville, adj Millfield Street 1128 Woodville, adj Beech Drive 1128 Boundary, o/s Greyhound 1130 Boundary, Heath Lane (S-bound) 1131 Blackfordby, adj Main Street 1134 Norris Hill, adj Woodlands Way 1137 Norris Hill, adj Blackfordby Lane 1137 Norris Hill, adj Dorset Drive 1138 Ashby-de-la-Zouch, opp Blackberry Cottge 1140 Ashby-de-la-Zouch, adj Whitehouse Farm 1141 Ashby-de-la-Zouch, adj Highfields Close 1143 Ashby-de-la-Zouch, opp Cemetery 1143 Ashby-de-la-Zouch, opp Council Offices 1144 Ashby-de-la-Zouch, o/s Market Street 1144 Ashby-de-la-Zouch, Market Street 1145 (E-bound) Ashby-de-la-Zouch, adj North Street 1145 Ashby-de-la-Zouch, opp School 1146 Ashby-de-la-Zouch, opp Birch Road 1146 Coleorton, adj The Cedars 1151 Coleorton, opp School 1152 Coleorton, The Moor (E-bound) 1153 Coleorton, o/s George Inn 1154 Swannington, adj Nottingham Road 1155 Swannington, Peggs Green (S-bound) 1155 Swannington, opp Windmill Hill 1155 Swannington, o/s Jeffcoats Lane 1156 Swannington, o/s Manor Farm 1157 Swannington, opp Burton Lane 1157 Swannington, adj Spring Lane 1158 Swannington, opp Station Hill 1159 Swannington, Railway (S-bound) 1200 Swannington, Hoo Ash (S-bound) 1201 Coalville, opp Swannington Road 1202 Coalville, opp Belmont Drive 1203 Coalville, opp Snibston Discovery Park 1205 Coalville, Memorial Square (Stand 9) 1207 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Queens Hospital, adj Graduate Medical 1110 Centre Outwoods, adj Norton Road 1110 Outwoods, adj Mona Road 1111 Outwoods, opp Outwoods Street 1111 Outwoods, opp No. 153 1113 Shobnall, nr Albert Street 1113 Shobnall, opp Casey Lane 1114 Shobnall, adj Lidl Store 1115 Burton upon Trent, opp Railway Station 1116 Burton upon Trent, opp Devonshire Arms 1117 Burton upon Trent, opp Sainsbury’s Store 1118 Burton upon Trent, New Street ARR 1120 (Stand 9) Burton upon Trent, New Street (Stand DEP 1125 9) Burton upon Trent, adj Bond Street 1125 Stapenhill, adj Woods Lane 1128 Stapenhill, adj Greenvale Close 1129 Stapenhill, opp Foxglove Avenue 1130 Brizlincote, opp 14 Springfield Villas 1131 Brizlincote, adj Septon Close 1131 Brizlincote, opp Winchcombe Drive 1131 Brizlincote, opp Dalton Avenue 1132 Brizlincote, opp Hargate Road 1132 Brizlincote, opp Latham Close 1133 Brizlincote, opp Beaufort Road Top 1133 Stanhope Bretby, adj 25 Ashby Road East 1135 Stanhope Bretby, opp Stanhope Arms 1136 Stanhope Bretby, opp Business Park 1137 Stanhope Bretby, adj Chesterfield Arms 1138 Newhall, opp Wood Lane Top 1138 Newhall, opp Thorn Tree 1139 Newhall, opp Village Hall 1140 Newhall, adj Hill Street 1140 Newhall, adj George Inn 1140 Newhall, adj Abbotts Road 1141 Newhall, opp Royal Oak 1141 Swadlincote, Boardmans Hill (SE-bound) 1142 Swadlincote, adj Catholic Club 1142 Swadlincote, Darklands Road (S-bound) 1143 Swadlincote, adj Bus Station ARR 1144 Swadlincote, adj Bus Station DEP 1147 Swadlincote, Civic Way (SE-bound) 1147 Swadlincote, opp Church 1148 Midway, adj Railway Inn 1149 Midway, adj Mill Close 1149 Midway, adj Midway Road Top 1150 Midway, adj Masons Arms 1151 Midway, adj Dunsmore Way 1151 Midway, adj Lincoln Way 1152 Woodville, adj Granville Community School 1152 Woodville, adj Cricket Ground 1153 Woodville, Toll Gate (SE-bound) 1154 Woodville, adj Blacksmiths Lane 1154 Woodville, adj Station Road 1155 Woodville, opp Butt Lane 1155 Woodville, adj Millfield Street 1155 Woodville, adj Beech Drive 1156 Boundary, o/s Greyhound 1157 Boundary, opp Heath Lane 1157 Ashby-de-la-Zouch, adj Anwell Lane 1159 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1200 Ashby-de-la-Zouch, opp Prestop Park 1201 Ashby-de-la-Zouch, adj The Beeches 1202 Ashby-de-la-Zouch, opp Hill Street 1202 Ashby-de-la-Zouch, adj Medical Centre 1203 Ashby-de-la-Zouch, adj Market Street 1204 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Burton upon Trent, New Street (Stand DEP 1200 9) Burton upon Trent, adj Spot on Snooker 1200 Burton upon Trent, opp Meadowside Drive 1201 Burton upon Trent, adj Bridge Street 1201 Winshill, opp Rosemount Road 1203 Winshill, opp Hamilton Road 1203 Winshill, adj Mervyn Road 1204 Winshill, opp Burton Tennis and Squash 1205 Club Brizlincote, opp Tower Road 1206 Brizlincote, opp Beaufort Road Top 1207 Stanhope Bretby, adj 25 Ashby Road East 1208 Stanhope Bretby, opp Stanhope Arms 1210 Stanhope Bretby, opp Business Park 1211 Stanhope Bretby, adj Chesterfield Arms 1212 Newhall, opp Wood Lane Top 1213 Newhall, opp Thorn Tree 1214 Newhall, opp Village Hall 1214 Newhall, adj Hill Street 1215 Newhall, adj George Inn 1216 Newhall, adj Abbotts Road 1216 Newhall, opp Royal Oak 1216 Swadlincote, Boardmans Hill (SE-bound) 1217 Swadlincote, adj Catholic Club 1218 Swadlincote, Darklands Road (S-bound) 1219 Swadlincote, adj Bus Station ARR 1220 Swadlincote, adj Bus Station DEP 1220 Swadlincote, Civic Way (SE-bound) 1220 Swadlincote, opp Ski Centre 1221 Woodville, opp Woodhouse Street 1223 Woodville, adj Frederick Street 1224 Woodville, Toll Gate (SE-bound) 1225 Woodville, adj Blacksmiths Lane 1226 Woodville, adj Station Road 1226 Woodville, opp Butt Lane 1227 Woodville, adj Millfield Street 1228 Woodville, adj Beech Drive 1228 Boundary, o/s Greyhound 1230 Boundary, Heath Lane (S-bound) 1231 Blackfordby, adj Main Street 1234 Norris Hill, adj Woodlands Way 1237 Norris Hill, adj Blackfordby Lane 1237 Norris Hill, adj Dorset Drive 1238 Ashby-de-la-Zouch, opp Blackberry Cottge 1240 Ashby-de-la-Zouch, adj Whitehouse Farm 1241 Ashby-de-la-Zouch, adj Highfields Close 1243 Ashby-de-la-Zouch, opp Cemetery 1243 Ashby-de-la-Zouch, opp Council Offices 1244 Ashby-de-la-Zouch, o/s Market Street 1244 Ashby-de-la-Zouch, Market Street 1245 (E-bound) Ashby-de-la-Zouch, adj North Street 1245 Ashby-de-la-Zouch, opp School 1246 Ashby-de-la-Zouch, opp Birch Road 1246 Coleorton, adj The Cedars 1251 Coleorton, opp School 1252 Coleorton, The Moor (E-bound) 1253 Coleorton, o/s George Inn 1254 Swannington, adj Nottingham Road 1255 Swannington, Peggs Green (S-bound) 1255 Swannington, opp Windmill Hill 1255 Swannington, o/s Jeffcoats Lane 1256 Swannington, o/s Manor Farm 1257 Swannington, opp Burton Lane 1257 Swannington, adj Spring Lane 1258 Swannington, opp Station Hill 1259 Swannington, Railway (S-bound) 1300 Swannington, Hoo Ash (S-bound) 1301 Coalville, opp Swannington Road 1302 Coalville, opp Belmont Drive 1303 Coalville, opp Snibston Discovery Park 1305 Coalville, Memorial Square (Stand 9) 1307 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Queens Hospital, adj Graduate Medical 1210 1310 1410 Centre Outwoods, adj Norton Road 1210 1310 1410 Outwoods, adj Mona Road 1211 1311 1411 Outwoods, opp Outwoods Street 1211 1311 1411 Outwoods, opp No. 153 1213 1313 1413 Shobnall, nr Albert Street 1213 1313 1413 Shobnall, opp Casey Lane 1214 1314 1414 Shobnall, adj Lidl Store 1215 1315 1415 Burton upon Trent, opp Railway Station 1216 1316 1416 Burton upon Trent, opp Devonshire Arms 1217 1317 1417 Burton upon Trent, opp Sainsbury’s Store 1218 1318 1418 Burton upon Trent, New Street ARR 1220 1320 1420 (Stand 9) Burton upon Trent, New Street (Stand DEP 1225 1325 1425 9) Burton upon Trent, adj Bond Street 1225 1325 1425 Stapenhill, adj Woods Lane 1228 1328 1428 Stapenhill, adj Greenvale Close 1229 1329 1429 Stapenhill, opp Foxglove Avenue 1230 1330 1430 Brizlincote, opp 14 Springfield Villas 1231 1331 1431 Brizlincote, adj Septon Close 1231 1331 1431 Brizlincote, opp Winchcombe Drive 1231 1331 1431 Brizlincote, opp Dalton Avenue 1232 1332 1432 Brizlincote, opp Hargate Road 1232 1332 1432 Brizlincote, opp Latham Close 1233 1333 1433 Brizlincote, opp Beaufort Road Top 1233 1333 1433 Stanhope Bretby, adj 25 Ashby Road East 1235 1335 1435 Stanhope Bretby, opp Stanhope Arms 1236 1336 1436 Stanhope Bretby, opp Business Park 1237 1337 1437 Stanhope Bretby, adj Chesterfield Arms 1238 1338 1438 Newhall, opp Wood Lane Top 1238 1338 1438 Newhall, opp Thorn Tree 1239 1339 1439 Newhall, opp Village Hall 1240 1340 1440 Newhall, adj Hill Street 1240 1340 1440 Newhall, adj George Inn 1240 1340 1440 Newhall, adj Abbotts Road 1241 1341 1441 Newhall, opp Royal Oak 1241 1341 1441 Swadlincote, Boardmans Hill (SE-bound) 1242 1342 1442 Swadlincote, adj Catholic Club 1242 1342 1442 Swadlincote, Darklands Road (S-bound) 1243 1343 1443 Swadlincote, adj Bus Station ARR 1244 1344 1444 Swadlincote, adj Bus Station DEP 1247 1347 1447 Swadlincote, Civic Way (SE-bound) 1247 1347 1447 Swadlincote, opp Church 1248 1348 1448 Midway, adj Railway Inn 1249 1349 1449 Midway, adj Mill Close 1249 1349 1449 Midway, adj Midway Road Top 1250 1350 1450 Midway, adj Masons Arms 1251 1351 1451 Midway, adj Dunsmore Way 1251 1351 1451 Midway, adj Lincoln Way 1252 1352 1452 Woodville, adj Granville Community School 1252 1352 1452 Woodville, adj Cricket Ground 1253 1353 1453 Woodville, Toll Gate (SE-bound) 1254 1354 1454 Woodville, adj Blacksmiths Lane 1254 1354 1454 Woodville, adj Station Road 1255 1355 1455 Woodville, opp Butt Lane 1255 1355 1455 Woodville, adj Millfield Street 1255 1355 1455 Woodville, adj Beech Drive 1256 1356 1456 Boundary, o/s Greyhound 1257 1357 1457 Boundary, opp Heath Lane 1257 1357 1457 Ashby-de-la-Zouch, adj Anwell Lane 1259 1359 1459 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1300 1400 1500 Ashby-de-la-Zouch, opp Prestop Park 1301 1401 1501 Ashby-de-la-Zouch, adj The Beeches 1302 1402 1502 Ashby-de-la-Zouch, opp Hill Street 1302 1402 1502 Ashby-de-la-Zouch, adj Medical Centre 1303 1403 1503 Ashby-de-la-Zouch, adj Market Street 1304 1404 1504 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Burton upon Trent, New Street (Stand DEP 1500 9) Burton upon Trent, adj Spot on Snooker 1500 Burton upon Trent, opp Meadowside Drive 1501 Burton upon Trent, adj Bridge Street 1501 Winshill, opp Rosemount Road 1503 Winshill, opp Hamilton Road 1503 Winshill, adj Mervyn Road 1504 Winshill, opp Burton Tennis and Squash 1505 Club Brizlincote, opp Tower Road 1506 Brizlincote, opp Beaufort Road Top 1507 Stanhope Bretby, adj 25 Ashby Road East 1508 Stanhope Bretby, opp Stanhope Arms 1510 Stanhope Bretby, opp Business Park 1511 Stanhope Bretby, adj Chesterfield Arms 1512 Newhall, opp Wood Lane Top 1513 Newhall, opp Thorn Tree 1514 Newhall, opp Village Hall 1514 Newhall, adj Hill Street 1515 Newhall, adj George Inn 1516 Newhall, adj Abbotts Road 1516 Newhall, opp Royal Oak 1516 Swadlincote, Boardmans Hill (SE-bound) 1517 Swadlincote, adj Catholic Club 1518 Swadlincote, Darklands Road (S-bound) 1519 Swadlincote, adj Bus Station ARR 1520 Swadlincote, adj Bus Station DEP 1520 Swadlincote, Civic Way (SE-bound) 1520 Swadlincote, opp Ski Centre 1521 Woodville, opp Woodhouse Street 1523 Woodville, adj Frederick Street 1524 Woodville, Toll Gate (SE-bound) 1525 Woodville, adj Blacksmiths Lane 1526 Woodville, adj Station Road 1526 Woodville, opp Butt Lane 1527 Woodville, adj Millfield Street 1528 Woodville, adj Beech Drive 1528 Boundary, o/s Greyhound 1530 Boundary, Heath Lane (S-bound) 1531 Blackfordby, adj Main Street 1534 Norris Hill, adj Woodlands Way 1537 Norris Hill, adj Blackfordby Lane 1537 Norris Hill, adj Dorset Drive 1538 Ashby-de-la-Zouch, opp Blackberry Cottge 1540 Ashby-de-la-Zouch, adj Whitehouse Farm 1541 Ashby-de-la-Zouch, adj Highfields Close 1543 Ashby-de-la-Zouch, opp Cemetery 1543 Ashby-de-la-Zouch, opp Council Offices 1544 Ashby-de-la-Zouch, o/s Market Street 1544 Ashby-de-la-Zouch, Market Street 1545 (E-bound) Ashby-de-la-Zouch, adj North Street 1545 Ashby-de-la-Zouch, opp School 1546 Ashby-de-la-Zouch, opp Birch Road 1546 Coleorton, adj The Cedars 1551 Coleorton, opp School 1552 Coleorton, The Moor (E-bound) 1553 Coleorton, o/s George Inn 1554 Swannington, adj Nottingham Road 1555 Swannington, Peggs Green (S-bound) 1555 Swannington, opp Windmill Hill 1555 Swannington, o/s Jeffcoats Lane 1556 Swannington, o/s Manor Farm 1557 Swannington, opp Burton Lane 1557 Swannington, adj Spring Lane 1558 Swannington, opp Station Hill 1559 Swannington, Railway (S-bound) 1600 Swannington, Hoo Ash (S-bound) 1601 Coalville, opp Swannington Road 1602 Coalville, opp Belmont Drive 1603 Coalville, opp Snibston Discovery Park 1605 Coalville, Memorial Square (Stand 9) 1607 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Queens Hospital, adj Graduate Medical 1510 Centre Outwoods, adj Norton Road 1510 Outwoods, adj Mona Road 1511 Outwoods, opp Outwoods Street 1511 Outwoods, opp No. 153 1513 Shobnall, nr Albert Street 1513 Shobnall, opp Casey Lane 1514 Shobnall, adj Lidl Store 1515 Burton upon Trent, opp Railway Station 1516 Burton upon Trent, opp Devonshire Arms 1517 Burton upon Trent, opp Sainsbury’s Store 1518 Burton upon Trent, New Street ARR 1520 (Stand 9) Burton upon Trent, New Street (Stand DEP 1525 9) Burton upon Trent, adj Bond Street 1525 Stapenhill, adj Woods Lane 1528 Stapenhill, adj Greenvale Close 1529 Stapenhill, opp Foxglove Avenue 1530 Brizlincote, opp 14 Springfield Villas 1531 Brizlincote, adj Septon Close 1531 Brizlincote, opp Winchcombe Drive 1531 Brizlincote, opp Dalton Avenue 1532 Brizlincote, opp Hargate Road 1532 Brizlincote, opp Latham Close 1533 Brizlincote, opp Beaufort Road Top 1533 Stanhope Bretby, adj 25 Ashby Road East 1535 Stanhope Bretby, opp Stanhope Arms 1536 Stanhope Bretby, opp Business Park 1537 Stanhope Bretby, adj Chesterfield Arms 1538 Newhall, opp Wood Lane Top 1538 Newhall, opp Thorn Tree 1539 Newhall, opp Village Hall 1540 Newhall, adj Hill Street 1540 Newhall, adj George Inn 1540 Newhall, adj Abbotts Road 1541 Newhall, opp Royal Oak 1541 Swadlincote, Boardmans Hill (SE-bound) 1542 Swadlincote, adj Catholic Club 1542 Swadlincote, Darklands Road (S-bound) 1543 Swadlincote, adj Bus Station ARR 1544 Swadlincote, adj Bus Station DEP 1547 Swadlincote, Civic Way (SE-bound) 1547 Swadlincote, opp Church 1548 Midway, adj Railway Inn 1549 Midway, adj Mill Close 1549 Midway, adj Midway Road Top 1550 Midway, adj Masons Arms 1551 Midway, adj Dunsmore Way 1551 Midway, adj Lincoln Way 1552 Woodville, adj Granville Community School 1552 Woodville, adj Cricket Ground 1553 Woodville, Toll Gate (SE-bound) 1554 Woodville, adj Blacksmiths Lane 1554 Woodville, adj Station Road 1555 Woodville, opp Butt Lane 1555 Woodville, adj Millfield Street 1555 Woodville, adj Beech Drive 1556 Boundary, o/s Greyhound 1557 Boundary, opp Heath Lane 1557 Ashby-de-la-Zouch, adj Anwell Lane 1559 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1600 Ashby-de-la-Zouch, opp Prestop Park 1601 Ashby-de-la-Zouch, adj The Beeches 1602 Ashby-de-la-Zouch, opp Hill Street 1602 Ashby-de-la-Zouch, adj Medical Centre 1603 Ashby-de-la-Zouch, adj Market Street 1604 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Burton upon Trent, New Street (Stand DEP 1610 9) Burton upon Trent, adj Spot on Snooker 1610 Burton upon Trent, opp Meadowside Drive 1611 Burton upon Trent, adj Bridge Street 1611 Winshill, opp Rosemount Road 1613 Winshill, opp Hamilton Road 1613 Winshill, adj Mervyn Road 1614 Winshill, opp Burton Tennis and Squash 1615 Club Brizlincote, opp Tower Road 1616 Brizlincote, opp Beaufort Road Top 1617 Stanhope Bretby, adj 25 Ashby Road East 1618 Stanhope Bretby, opp Stanhope Arms 1620 Stanhope Bretby, opp Business Park 1621 Stanhope Bretby, adj Chesterfield Arms 1622 Newhall, opp Wood Lane Top 1623 Newhall, opp Thorn Tree 1624 Newhall, opp Village Hall 1624 Newhall, adj Hill Street 1625 Newhall, adj George Inn 1626 Newhall, adj Abbotts Road 1626 Newhall, opp Royal Oak 1626 Swadlincote, Boardmans Hill (SE-bound) 1627 Swadlincote, adj Catholic Club 1628 Swadlincote, Darklands Road (S-bound) 1629 Swadlincote, adj Bus Station ARR 1630 Swadlincote, adj Bus Station DEP 1630 Swadlincote, Civic Way (SE-bound) 1630 Swadlincote, opp Ski Centre 1631 Woodville, opp Woodhouse Street 1633 Woodville, adj Frederick Street 1634 Woodville, Toll Gate (SE-bound) 1635 Woodville, adj Blacksmiths Lane 1636 Woodville, adj Station Road 1636 Woodville, opp Butt Lane 1637 Woodville, adj Millfield Street 1638 Woodville, adj Beech Drive 1638 Boundary, o/s Greyhound 1640 Boundary, Heath Lane (S-bound) 1641 Blackfordby, adj Main Street 1644 Norris Hill, adj Woodlands Way 1647 Norris Hill, adj Blackfordby Lane 1647 Norris Hill, adj Dorset Drive 1648 Ashby-de-la-Zouch, opp Blackberry Cottge 1650 Ashby-de-la-Zouch, adj Whitehouse Farm 1651 Ashby-de-la-Zouch, adj Highfields Close 1653 Ashby-de-la-Zouch, opp Cemetery 1653 Ashby-de-la-Zouch, opp Council Offices 1654 Ashby-de-la-Zouch, o/s Market Street 1654 Ashby-de-la-Zouch, Market Street 1655 (E-bound) Ashby-de-la-Zouch, adj North Street 1655 Ashby-de-la-Zouch, opp School 1656 Ashby-de-la-Zouch, opp Birch Road 1656 Coleorton, adj The Cedars 1701 Coleorton, opp School 1702 Coleorton, The Moor (E-bound) 1703 Coleorton, o/s George Inn 1704 Swannington, adj Nottingham Road 1705 Swannington, Peggs Green (S-bound) 1705 Swannington, opp Windmill Hill 1705 Swannington, o/s Jeffcoats Lane 1706 Swannington, o/s Manor Farm 1707 Swannington, opp Burton Lane 1707 Swannington, adj Spring Lane 1708 Swannington, opp Station Hill 1709 Swannington, Railway (S-bound) 1710 Swannington, Hoo Ash (S-bound) 1711 Coalville, opp Swannington Road 1712 Coalville, opp Belmont Drive 1713 Coalville, opp Snibston Discovery Park 1715 Coalville, Memorial Square (Stand 9) 1717 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Queens Hospital, adj Graduate Medical 1610 1710 1750 1810 Centre Outwoods, adj Norton Road 1610 1710 1750 1810 Outwoods, adj Mona Road 1611 1711 1751 1811 Outwoods, opp Outwoods Street 1611 1711 1751 1811 Outwoods, opp No. 153 1613 1713 1753 1813 Shobnall, nr Albert Street 1613 1713 1753 1813 Shobnall, opp Casey Lane 1614 1714 1754 1814 Shobnall, adj Lidl Store 1615 1715 1755 1815 Burton upon Trent, opp Railway Station 1616 1716 1756 1816 Burton upon Trent, opp Devonshire Arms 1617 1717 1757 1817 Burton upon Trent, opp Sainsbury’s Store 1618 1718 1758 1818 Burton upon Trent, New Street ARR 1620 1720 1800 1820 (Stand 9) Burton upon Trent, New Street (Stand DEP 1625 1725 1800 1820 9) Burton upon Trent, adj Bond Street 1625 1725 1800 1820 Stapenhill, adj Woods Lane 1628 1728 1803 1823 Stapenhill, adj Greenvale Close 1629 1729 1804 1824 Stapenhill, opp Foxglove Avenue 1630 1730 1805 1825 Brizlincote, opp 14 Springfield Villas 1631 1731 1806 1826 Brizlincote, adj Septon Close 1631 1731 1806 1826 Brizlincote, opp Winchcombe Drive 1631 1731 1806 1826 Brizlincote, opp Dalton Avenue 1632 1732 1807 1827 Brizlincote, opp Hargate Road 1632 1732 1807 1827 Brizlincote, opp Latham Close 1633 1733 1808 1828 Brizlincote, opp Beaufort Road Top 1633 1733 1808 1828 Stanhope Bretby, adj 25 Ashby Road East 1635 1735 1810 1830 Stanhope Bretby, opp Stanhope Arms 1636 1736 1811 1831 Stanhope Bretby, opp Business Park 1637 1737 1812 1832 Stanhope Bretby, adj Chesterfield Arms 1638 1738 1813 1833 Newhall, opp Wood Lane Top 1638 1738 1813 1833 Newhall, opp Thorn Tree 1639 1739 1814 1834 Newhall, opp Village Hall 1640 1740 1815 1835 Newhall, adj Hill Street 1640 1740 1815 1835 Newhall, adj George Inn 1640 1740 1815 1835 Newhall, adj Abbotts Road 1641 1741 1816 1836 Newhall, opp Royal Oak 1641 1741 1816 1836 Swadlincote, Boardmans Hill (SE-bound) 1642 1742 1817 1837 Swadlincote, adj Catholic Club 1642 1742 1817 1837 Swadlincote, Darklands Road (S-bound) 1643 1743 1818 1838 Swadlincote, adj Bus Station ARR 1644 1744 1819 1839 Swadlincote, adj Bus Station DEP 1647 1747 1822 Swadlincote, Civic Way (SE-bound) 1647 1747 1822 Swadlincote, opp Church 1648 1748 1823 Midway, adj Railway Inn 1649 1749 1824 Midway, adj Mill Close 1649 1749 1824 Midway, adj Midway Road Top 1650 1750 1825 Midway, adj Masons Arms 1651 1751 1826 Midway, adj Dunsmore Way 1651 1751 1826 Midway, adj Lincoln Way 1652 1752 1827 Woodville, adj Granville Community School 1652 1752 1827 Woodville, adj Cricket Ground 1653 1753 1828 Woodville, Toll Gate (SE-bound) 1654 1754 1829 Woodville, adj Blacksmiths Lane 1654 1754 1829 Woodville, adj Station Road 1655 1755 1830 Woodville, opp Butt Lane 1655 1755 1830 Woodville, adj Millfield Street 1655 1755 1830 Woodville, adj Beech Drive 1656 1756 1831 Boundary, o/s Greyhound 1657 1757 1832 Boundary, opp Heath Lane 1657 1757 1832 Ashby-de-la-Zouch, adj Anwell Lane 1659 1759 1834 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1700 1800 1835 Ashby-de-la-Zouch, opp Prestop Park 1701 1801 1836 Ashby-de-la-Zouch, adj The Beeches 1702 1802 1837 Ashby-de-la-Zouch, opp Hill Street 1702 1802 1838 Ashby-de-la-Zouch, adj Medical Centre 1703 1803 Ashby-de-la-Zouch, adj Market Street 1704 1804 Ashby-de-la-Zouch, Market Street 1839 (E-bound) Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Burton upon Trent, New Street (Stand DEP 1910 2010 2110 2210 9) Burton upon Trent, adj Spot on Snooker 1910 2010 2110 2210 Burton upon Trent, opp Meadowside Drive 1911 2011 2111 2211 Burton upon Trent, adj Bridge Street 1911 2011 2111 2211 Winshill, opp Rosemount Road 1913 2013 2113 2213 Winshill, opp Hamilton Road 1913 2013 2113 2213 Winshill, adj Mervyn Road 1914 2014 2114 2214 Winshill, opp Burton Tennis and Squash 1915 2015 2115 2215 Club Brizlincote, opp Tower Road 1916 2016 2116 2216 Brizlincote, opp Beaufort Road Top 1917 2017 2117 2217 Stanhope Bretby, adj 25 Ashby Road East 1918 2018 2118 2218 Stanhope Bretby, opp Stanhope Arms 1920 2020 2120 2220 Stanhope Bretby, opp Business Park 1921 2021 2121 2221 Stanhope Bretby, adj Chesterfield Arms 1922 2022 2122 2222 Newhall, opp Wood Lane Top 1923 2023 2123 2223 Newhall, opp Thorn Tree 1924 2024 2124 2224 Newhall, opp Village Hall 1924 2024 2124 2224 Newhall, adj Hill Street 1925 2025 2125 2225 Newhall, adj George Inn 1926 2026 2126 2226 Newhall, adj Abbotts Road 1926 2026 2126 2226 Newhall, opp Royal Oak 1926 2026 2126 2226 Swadlincote, Boardmans Hill (SE-bound) 1927 2027 2127 2227 Swadlincote, adj Catholic Club 1928 2028 2128 2228 Swadlincote, Darklands Road (S-bound) 1929 2029 2129 2229 Swadlincote, adj Bus Station ARR 1930 2030 2130 2230 Swadlincote, adj Bus Station DEP 1930 2030 Swadlincote, Civic Way (SE-bound) 1930 2030 Swadlincote, opp Ski Centre 1931 2031 Woodville, opp Woodhouse Street 1932 2032 Woodville, adj Frederick Street 1933 2033 Woodville, Toll Gate (SE-bound) 1934 2034 Woodville, adj Blacksmiths Lane 1935 2035 Woodville, adj Station Road 1935 2035 Woodville, opp Butt Lane 1936 2036 Woodville, adj Millfield Street 1936 2036 Woodville, adj Beech Drive 1937 2037 Boundary, o/s Greyhound 1938 2038 Boundary, Heath Lane (S-bound) 1939 2039 Blackfordby, adj Main Street 1942 2042 Norris Hill, adj Woodlands Way 1944 2044 Norris Hill, adj Blackfordby Lane 1944 2044 Norris Hill, adj Dorset Drive 1945 2045 Ashby-de-la-Zouch, opp Blackberry Cottge 1947 2047 Ashby-de-la-Zouch, adj Whitehouse Farm 1948 2048 Ashby-de-la-Zouch, adj Highfields Close 1949 2049 Ashby-de-la-Zouch, opp Cemetery 1949 2049 Ashby-de-la-Zouch, opp Council Offices 1950 2050 Ashby-de-la-Zouch, o/s Market Street 1950 2050 Ashby-de-la-Zouch, Market Street 1951 2051 (E-bound) Ashby-de-la-Zouch, adj North Street 1951 2051 Ashby-de-la-Zouch, opp School 1952 2052 Ashby-de-la-Zouch, opp Birch Road 1952 2052 Sinope, adj The Moorlands 1959 2059 Coalville, opp Swannington Road 2001 2101 Coalville, opp Belmont Drive 2002 2102 Coalville, opp Snibston Discovery Park 2003 2103 Coalville, Memorial Square (Stand 9) 2004 2104 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Service Information: A Burton upon Trent, New Street (Stand DEP 0650 0800 9) Burton upon Trent, adj Spot on Snooker 0650 0800 Burton upon Trent, opp Meadowside Drive 0651 0801 Burton upon Trent, adj Bridge Street 0651 0801 Winshill, opp Rosemount Road 0653 0803 Winshill, opp Hamilton Road 0653 0803 Winshill, adj Mervyn Road 0654 0804 Winshill, opp Burton Tennis and Squash 0655 0805 Club Brizlincote, opp Tower Road 0656 0806 Brizlincote, opp Beaufort Road Top 0657 0807 Stanhope Bretby, adj 25 Ashby Road East 0658 0808 Stanhope Bretby, opp Stanhope Arms 0700 0810 Stanhope Bretby, opp Business Park 0702 0811 Stanhope Bretby, adj Chesterfield Arms 0703 0812 Newhall, opp Wood Lane Top 0704 0813 Newhall, opp Thorn Tree 0705 0814 Newhall, opp Village Hall 0706 0814 Newhall, adj Hill Street 0707 0815 Newhall, adj George Inn 0707 0816 Newhall, adj Abbotts Road 0707 0816 Newhall, opp Royal Oak 0708 0816 Swadlincote, Boardmans Hill (SE-bound) 0709 0817 Swadlincote, adj Catholic Club 0709 0818 Swadlincote, Darklands Road (S-bound) 0711 0819 Swadlincote, adj Bus Station ARR 0712 0820 Swadlincote, adj Bus Station DEP 0612 0712 0820 0825 Swadlincote, Civic Way (SE-bound) 0612 0712 0820 0826 Swadlincote, opp Church 0826 Midway, adj Railway Inn 0828 Midway, adj Mill Close 0829 Midway, adj Midway Road Top 0830 Midway, adj Masons Arms 0831 Midway, adj Dunsmore Way 0831 Midway, adj Lincoln Way 0832 Woodville, adj Granville Community School 0832 Woodville, adj Cricket Ground 0833 Swadlincote, opp Ski Centre 0613 0713 0821 Woodville, opp Woodhouse Street 0614 0714 0823 Woodville, adj Frederick Street 0615 0715 0824 Woodville, Toll Gate (SE-bound) 0616 0716 0825 0834 Woodville, adj Blacksmiths Lane 0617 0717 0826 0834 Woodville, adj Station Road 0617 0717 0826 0835 Woodville, opp Butt Lane 0618 0718 0827 0835 Woodville, adj Millfield Street 0618 0718 0828 0836 Woodville, adj Beech Drive 0619 0719 0828 0836 Boundary, o/s Greyhound 0620 0720 0830 0837 Boundary, opp Heath Lane 0838 Ashby-de-la-Zouch, adj Anwell Lane 0840 Ashby-de-la-Zouch, o/s Ingles Hill Farm 0841 Ashby-de-la-Zouch, opp Prestop Park 0842 Ashby-de-la-Zouch, adj The Beeches 0843 Ashby-de-la-Zouch, opp Hill Street 0843 Boundary, Heath Lane (S-bound) 0621 0721 0831 Blackfordby, adj Main Street 0624 0724 0834 Norris Hill, adj Woodlands Way 0627 0727 0837 Norris Hill, adj Blackfordby Lane 0627 0727 0837 Norris Hill, adj Dorset Drive 0628 0728 0838 Ashby-de-la-Zouch, opp Blackberry Cottge 0630 0730 0840 Ashby-de-la-Zouch, adj Whitehouse Farm 0631 0731 0841 Ashby-de-la-Zouch, adj Highfields Close 0633 0733 0843 Ashby-de-la-Zouch, opp Cemetery 0633 0733 0843 Ashby-de-la-Zouch, opp Council Offices 0634 0734 0844 Ashby-de-la-Zouch, o/s Market Street 0634 0734 0844 Ashby-de-la-Zouch, Market Street 0635 0735 0845 0845 (E-bound) Ashby-de-la-Zouch, adj North Street 0635 0735 0845 Ashby-de-la-Zouch, opp School 0636 0736 0846 Ashby-de-la-Zouch, opp Birch Road 0636 0736 0846 Coleorton, adj The Cedars 0641 0741 0851 Coleorton, opp School 0642 0742 0852 Coleorton, The Moor (E-bound) 0643 0743 0853 Coleorton, o/s George Inn 0644 0744 0854 Swannington, adj Nottingham Road 0645 0745 0855 Swannington, Peggs Green (S-bound) 0645 0745 0855 Swannington, opp Windmill Hill 0645 0745 0855 Swannington, o/s Jeffcoats Lane 0646 0746 0856 Swannington, o/s Manor Farm 0647 0747 0857 Swannington, opp Burton Lane 0647 0747 0857 Swannington, adj Spring Lane 0648 0748 0858 Swannington, opp Station Hill 0649 0749 0859 Swannington, Railway (S-bound) 0650 0750 0900 Swannington, Hoo Ash (S-bound) 0651 0751 0901 Coalville, opp Swannington Road 0652 0752 0902 Coalville, opp Belmont Drive 0653 0753 0903 Coalville, opp Snibston Discovery Park 0655 0755 0905 Coalville, Memorial Square (Stand 9) 0657 0757 0907 A Continues to Nottingham Road Superstore by request only Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Route 9 is operated by Midland Classic Limited Saturday Queens Hospital, adj Graduate Medical 0910 Centre Outwoods, adj Norton Road 0910 Outwoods, adj Mona Road 0911 Outwoods, opp Outwoods Street 0912 Outwoods, opp No. 153 0914 Shobnall, nr Albert Street 0915 Shobnall, opp Casey Lane 0915 Shobnall, adj Lidl Store 0916 Burton upon Trent, opp Railway Station 0916 Burton upon Trent, opp Devonshire Arms 0917 Burton upon Trent, opp Sainsbury’s Store 0918 Burton upon Trent, New Street ARR 0920 (Stand 9) Burton upon Trent, New Street (Stand DEP 0925 9) Burton upon Trent, adj Bond Street 0925 Stapenhill, adj Woods Lane 0928 Stapenhill, adj Greenvale Close 0929 Stapenhill, opp Foxglove Avenue 0930 Brizlincote, opp 14 Springfield Villas 0931 Brizlincote, adj Septon Close 0931 Brizlincote, opp Winchcombe Drive 0931 Brizlincote, opp Dalton Avenue 0932 Brizlincote, opp Hargate Road 0932 Brizlincote, opp Latham Close 0933 Brizlincote, opp Beaufort Road Top 0933 Stanhope Bretby, adj 25 Ashby Road East 0935 Stanhope Bretby, opp Stanhope Arms 0936 Stanhope Bretby, opp Business Park 0937 Stanhope Bretby, adj Chesterfield Arms 0938 Newhall, opp Wood Lane Top 0938 Newhall, opp Thorn Tree 0939 Newhall, opp Village Hall 0940 Newhall, adj Hill Street 0940 Newhall, adj George Inn 0940 Newhall, adj Abbotts Road 0941 Newhall, opp Royal Oak 0941 Swadlincote, Boardmans Hill (SE-bound) 0942 Swadlincote, adj Catholic Club 0942 Swadlincote, Darklands Road (S-bound) 0943 Swadlincote, adj Bus Station ARR 0944 Swadlincote, adj Bus Station DEP 0947 Swadlincote, Civic Way (SE-bound) 0947 Swadlincote, opp Church 0948 Midway, adj Railway Inn 0949 Midway, adj Mill Close 0949 Midway, adj Midway Road Top 0950 Midway, adj Masons Arms 0951 Midway, adj Dunsmore Way 0951 Midway, adj Lincoln Way 0952 Woodville, adj Granville Community School 0952 Woodville, adj Cricket Ground 0953 Woodville, Toll Gate (SE-bound) 0954 Woodville, adj Blacksmiths Lane 0954 Woodville, adj Station Road 0955 Woodville, opp Butt Lane 0955 Woodville, adj Millfield Street 0955 Woodville, adj Beech Drive 0956 Boundary, o/s Greyhound 0957 Boundary, opp Heath Lane 0957 Ashby-de-la-Zouch, adj Anwell Lane 0959 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1000 Ashby-de-la-Zouch, opp Prestop Park 1001 Ashby-de-la-Zouch, adj The Beeches 1002 Ashby-de-la-Zouch, opp Hill Street 1002 Ashby-de-la-Zouch, adj Medical Centre 1003 Ashby-de-la-Zouch, adj Market Street 1004 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Burton upon Trent, New Street (Stand DEP 1000 9) Burton upon Trent, adj Spot on Snooker 1000 Burton upon Trent, opp Meadowside Drive 1001 Burton upon Trent, adj Bridge Street 1001 Winshill, opp Rosemount Road 1003 Winshill, opp Hamilton Road 1003 Winshill, adj Mervyn Road 1004 Winshill, opp Burton Tennis and Squash 1005 Club Brizlincote, opp Tower Road 1006 Brizlincote, opp Beaufort Road Top 1007 Stanhope Bretby, adj 25 Ashby Road East 1008 Stanhope Bretby, opp Stanhope Arms 1010 Stanhope Bretby, opp Business Park 1011 Stanhope Bretby, adj Chesterfield Arms 1012 Newhall, opp Wood Lane Top 1013 Newhall, opp Thorn Tree 1014 Newhall, opp Village Hall 1014 Newhall, adj Hill Street 1015 Newhall, adj George Inn 1016 Newhall, adj Abbotts Road 1016 Newhall, opp Royal Oak 1016 Swadlincote, Boardmans Hill (SE-bound) 1017 Swadlincote, adj Catholic Club 1018 Swadlincote, Darklands Road (S-bound) 1019 Swadlincote, adj Bus Station ARR 1020 Swadlincote, adj Bus Station DEP 1020 Swadlincote, Civic Way (SE-bound) 1020 Swadlincote, opp Ski Centre 1021 Woodville, opp Woodhouse Street 1023 Woodville, adj Frederick Street 1024 Woodville, Toll Gate (SE-bound) 1025 Woodville, adj Blacksmiths Lane 1026 Woodville, adj Station Road 1026 Woodville, opp Butt Lane 1027 Woodville, adj Millfield Street 1028 Woodville, adj Beech Drive 1028 Boundary, o/s Greyhound 1030 Boundary, Heath Lane (S-bound) 1031 Blackfordby, adj Main Street 1034 Norris Hill, adj Woodlands Way 1037 Norris Hill, adj Blackfordby Lane 1037 Norris Hill, adj Dorset Drive 1038 Ashby-de-la-Zouch, opp Blackberry Cottge 1040 Ashby-de-la-Zouch, adj Whitehouse Farm 1041 Ashby-de-la-Zouch, adj Highfields Close 1043 Ashby-de-la-Zouch, opp Cemetery 1043 Ashby-de-la-Zouch, opp Council Offices 1044 Ashby-de-la-Zouch, o/s Market Street 1044 Ashby-de-la-Zouch, Market Street 1045 (E-bound) Ashby-de-la-Zouch, adj North Street 1045 Ashby-de-la-Zouch, opp School 1046 Ashby-de-la-Zouch, opp Birch Road 1046 Coleorton, adj The Cedars 1051 Coleorton, opp School 1052 Coleorton, The Moor (E-bound) 1053 Coleorton, o/s George Inn 1054 Swannington, adj Nottingham Road 1055 Swannington, Peggs Green (S-bound) 1055 Swannington, opp Windmill Hill 1055 Swannington, o/s Jeffcoats Lane 1056 Swannington, o/s Manor Farm 1057 Swannington, opp Burton Lane 1057 Swannington, adj Spring Lane 1058 Swannington, opp Station Hill 1059 Swannington, Railway (S-bound) 1100 Swannington, Hoo Ash (S-bound) 1101 Coalville, opp Swannington Road 1102 Coalville, opp Belmont Drive 1103 Coalville, opp Snibston Discovery Park 1105 Coalville, Memorial Square (Stand 9) 1107 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Queens Hospital, adj Graduate Medical 1010 Centre Outwoods, adj Norton Road 1010 Outwoods, adj Mona Road 1011 Outwoods, opp Outwoods Street 1012 Outwoods, opp No. 153 1014 Shobnall, nr Albert Street 1015 Shobnall, opp Casey Lane 1015 Shobnall, adj Lidl Store 1016 Burton upon Trent, opp Railway Station 1016 Burton upon Trent, opp Devonshire Arms 1017 Burton upon Trent, opp Sainsbury’s Store 1018 Burton upon Trent, New Street ARR 1020 (Stand 9) Burton upon Trent, New Street (Stand DEP 1025 9) Burton upon Trent, adj Bond Street 1025 Stapenhill, adj Woods Lane 1028 Stapenhill, adj Greenvale Close 1029 Stapenhill, opp Foxglove Avenue 1030 Brizlincote, opp 14 Springfield Villas 1031 Brizlincote, adj Septon Close 1031 Brizlincote, opp Winchcombe Drive 1031 Brizlincote, opp Dalton Avenue 1032 Brizlincote, opp Hargate Road 1032 Brizlincote, opp Latham Close 1033 Brizlincote, opp Beaufort Road Top 1033 Stanhope Bretby, adj 25 Ashby Road East 1035 Stanhope Bretby, opp Stanhope Arms 1036 Stanhope Bretby, opp Business Park 1037 Stanhope Bretby, adj Chesterfield Arms 1038 Newhall, opp Wood Lane Top 1038 Newhall, opp Thorn Tree 1039 Newhall, opp Village Hall 1040 Newhall, adj Hill Street 1040 Newhall, adj George Inn 1040 Newhall, adj Abbotts Road 1041 Newhall, opp Royal Oak 1041 Swadlincote, Boardmans Hill (SE-bound) 1042 Swadlincote, adj Catholic Club 1042 Swadlincote, Darklands Road (S-bound) 1043 Swadlincote, adj Bus Station ARR 1044 Swadlincote, adj Bus Station DEP 1047 Swadlincote, Civic Way (SE-bound) 1047 Swadlincote, opp Church 1048 Midway, adj Railway Inn 1049 Midway, adj Mill Close 1049 Midway, adj Midway Road Top 1050 Midway, adj Masons Arms 1051 Midway, adj Dunsmore Way 1051 Midway, adj Lincoln Way 1052 Woodville, adj Granville Community School 1052 Woodville, adj Cricket Ground 1053 Woodville, Toll Gate (SE-bound) 1054 Woodville, adj Blacksmiths Lane 1054 Woodville, adj Station Road 1055 Woodville, opp Butt Lane 1055 Woodville, adj Millfield Street 1055 Woodville, adj Beech Drive 1056 Boundary, o/s Greyhound 1057 Boundary, opp Heath Lane 1057 Ashby-de-la-Zouch, adj Anwell Lane 1059 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1100 Ashby-de-la-Zouch, opp Prestop Park 1101 Ashby-de-la-Zouch, adj The Beeches 1102 Ashby-de-la-Zouch, opp Hill Street 1102 Ashby-de-la-Zouch, adj Medical Centre 1103 Ashby-de-la-Zouch, adj Market Street 1104 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Burton upon Trent, New Street (Stand DEP 1100 9) Burton upon Trent, adj Spot on Snooker 1100 Burton upon Trent, opp Meadowside Drive 1101 Burton upon Trent, adj Bridge Street 1101 Winshill, opp Rosemount Road 1103 Winshill, opp Hamilton Road 1103 Winshill, adj Mervyn Road 1104 Winshill, opp Burton Tennis and Squash 1105 Club Brizlincote, opp Tower Road 1106 Brizlincote, opp Beaufort Road Top 1107 Stanhope Bretby, adj 25 Ashby Road East 1108 Stanhope Bretby, opp Stanhope Arms 1110 Stanhope Bretby, opp Business Park 1111 Stanhope Bretby, adj Chesterfield Arms 1112 Newhall, opp Wood Lane Top 1113 Newhall, opp Thorn Tree 1114 Newhall, opp Village Hall 1114 Newhall, adj Hill Street 1115 Newhall, adj George Inn 1116 Newhall, adj Abbotts Road 1116 Newhall, opp Royal Oak 1116 Swadlincote, Boardmans Hill (SE-bound) 1117 Swadlincote, adj Catholic Club 1118 Swadlincote, Darklands Road (S-bound) 1119 Swadlincote, adj Bus Station ARR 1120 Swadlincote, adj Bus Station DEP 1120 Swadlincote, Civic Way (SE-bound) 1120 Swadlincote, opp Ski Centre 1121 Woodville, opp Woodhouse Street 1123 Woodville, adj Frederick Street 1124 Woodville, Toll Gate (SE-bound) 1125 Woodville, adj Blacksmiths Lane 1126 Woodville, adj Station Road 1126 Woodville, opp Butt Lane 1127 Woodville, adj Millfield Street 1128 Woodville, adj Beech Drive 1128 Boundary, o/s Greyhound 1130 Boundary, Heath Lane (S-bound) 1131 Blackfordby, adj Main Street 1134 Norris Hill, adj Woodlands Way 1137 Norris Hill, adj Blackfordby Lane 1137 Norris Hill, adj Dorset Drive 1138 Ashby-de-la-Zouch, opp Blackberry Cottge 1140 Ashby-de-la-Zouch, adj Whitehouse Farm 1141 Ashby-de-la-Zouch, adj Highfields Close 1143 Ashby-de-la-Zouch, opp Cemetery 1143 Ashby-de-la-Zouch, opp Council Offices 1144 Ashby-de-la-Zouch, o/s Market Street 1144 Ashby-de-la-Zouch, Market Street 1145 (E-bound) Ashby-de-la-Zouch, adj North Street 1145 Ashby-de-la-Zouch, opp School 1146 Ashby-de-la-Zouch, opp Birch Road 1146 Coleorton, adj The Cedars 1151 Coleorton, opp School 1152 Coleorton, The Moor (E-bound) 1153 Coleorton, o/s George Inn 1154 Swannington, adj Nottingham Road 1155 Swannington, Peggs Green (S-bound) 1155 Swannington, opp Windmill Hill 1155 Swannington, o/s Jeffcoats Lane 1156 Swannington, o/s Manor Farm 1157 Swannington, opp Burton Lane 1157 Swannington, adj Spring Lane 1158 Swannington, opp Station Hill 1159 Swannington, Railway (S-bound) 1200 Swannington, Hoo Ash (S-bound) 1201 Coalville, opp Swannington Road 1202 Coalville, opp Belmont Drive 1203 Coalville, opp Snibston Discovery Park 1205 Coalville, Memorial Square (Stand 9) 1207 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Queens Hospital, adj Graduate Medical 1110 Centre Outwoods, adj Norton Road 1110 Outwoods, adj Mona Road 1111 Outwoods, opp Outwoods Street 1112 Outwoods, opp No. 153 1114 Shobnall, nr Albert Street 1115 Shobnall, opp Casey Lane 1115 Shobnall, adj Lidl Store 1116 Burton upon Trent, opp Railway Station 1116 Burton upon Trent, opp Devonshire Arms 1117 Burton upon Trent, opp Sainsbury’s Store 1118 Burton upon Trent, New Street ARR 1120 (Stand 9) Burton upon Trent, New Street (Stand DEP 1125 9) Burton upon Trent, adj Bond Street 1125 Stapenhill, adj Woods Lane 1128 Stapenhill, adj Greenvale Close 1129 Stapenhill, opp Foxglove Avenue 1130 Brizlincote, opp 14 Springfield Villas 1131 Brizlincote, adj Septon Close 1131 Brizlincote, opp Winchcombe Drive 1131 Brizlincote, opp Dalton Avenue 1132 Brizlincote, opp Hargate Road 1132 Brizlincote, opp Latham Close 1133 Brizlincote, opp Beaufort Road Top 1133 Stanhope Bretby, adj 25 Ashby Road East 1135 Stanhope Bretby, opp Stanhope Arms 1136 Stanhope Bretby, opp Business Park 1137 Stanhope Bretby, adj Chesterfield Arms 1138 Newhall, opp Wood Lane Top 1138 Newhall, opp Thorn Tree 1139 Newhall, opp Village Hall 1140 Newhall, adj Hill Street 1140 Newhall, adj George Inn 1140 Newhall, adj Abbotts Road 1141 Newhall, opp Royal Oak 1141 Swadlincote, Boardmans Hill (SE-bound) 1142 Swadlincote, adj Catholic Club 1142 Swadlincote, Darklands Road (S-bound) 1143 Swadlincote, adj Bus Station ARR 1144 Swadlincote, adj Bus Station DEP 1147 Swadlincote, Civic Way (SE-bound) 1147 Swadlincote, opp Church 1148 Midway, adj Railway Inn 1149 Midway, adj Mill Close 1149 Midway, adj Midway Road Top 1150 Midway, adj Masons Arms 1151 Midway, adj Dunsmore Way 1151 Midway, adj Lincoln Way 1152 Woodville, adj Granville Community School 1152 Woodville, adj Cricket Ground 1153 Woodville, Toll Gate (SE-bound) 1154 Woodville, adj Blacksmiths Lane 1154 Woodville, adj Station Road 1155 Woodville, opp Butt Lane 1155 Woodville, adj Millfield Street 1155 Woodville, adj Beech Drive 1156 Boundary, o/s Greyhound 1157 Boundary, opp Heath Lane 1157 Ashby-de-la-Zouch, adj Anwell Lane 1159 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1200 Ashby-de-la-Zouch, opp Prestop Park 1201 Ashby-de-la-Zouch, adj The Beeches 1202 Ashby-de-la-Zouch, opp Hill Street 1202 Ashby-de-la-Zouch, adj Medical Centre 1203 Ashby-de-la-Zouch, adj Market Street 1204 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Burton upon Trent, New Street (Stand DEP 1200 9) Burton upon Trent, adj Spot on Snooker 1200 Burton upon Trent, opp Meadowside Drive 1201 Burton upon Trent, adj Bridge Street 1201 Winshill, opp Rosemount Road 1203 Winshill, opp Hamilton Road 1203 Winshill, adj Mervyn Road 1204 Winshill, opp Burton Tennis and Squash 1205 Club Brizlincote, opp Tower Road 1206 Brizlincote, opp Beaufort Road Top 1207 Stanhope Bretby, adj 25 Ashby Road East 1208 Stanhope Bretby, opp Stanhope Arms 1210 Stanhope Bretby, opp Business Park 1211 Stanhope Bretby, adj Chesterfield Arms 1212 Newhall, opp Wood Lane Top 1213 Newhall, opp Thorn Tree 1214 Newhall, opp Village Hall 1214 Newhall, adj Hill Street 1215 Newhall, adj George Inn 1216 Newhall, adj Abbotts Road 1216 Newhall, opp Royal Oak 1216 Swadlincote, Boardmans Hill (SE-bound) 1217 Swadlincote, adj Catholic Club 1218 Swadlincote, Darklands Road (S-bound) 1219 Swadlincote, adj Bus Station ARR 1220 Swadlincote, adj Bus Station DEP 1220 Swadlincote, Civic Way (SE-bound) 1220 Swadlincote, opp Ski Centre 1221 Woodville, opp Woodhouse Street 1223 Woodville, adj Frederick Street 1224 Woodville, Toll Gate (SE-bound) 1225 Woodville, adj Blacksmiths Lane 1226 Woodville, adj Station Road 1226 Woodville, opp Butt Lane 1227 Woodville, adj Millfield Street 1228 Woodville, adj Beech Drive 1228 Boundary, o/s Greyhound 1230 Boundary, Heath Lane (S-bound) 1231 Blackfordby, adj Main Street 1234 Norris Hill, adj Woodlands Way 1237 Norris Hill, adj Blackfordby Lane 1237 Norris Hill, adj Dorset Drive 1238 Ashby-de-la-Zouch, opp Blackberry Cottge 1240 Ashby-de-la-Zouch, adj Whitehouse Farm 1241 Ashby-de-la-Zouch, adj Highfields Close 1243 Ashby-de-la-Zouch, opp Cemetery 1243 Ashby-de-la-Zouch, opp Council Offices 1244 Ashby-de-la-Zouch, o/s Market Street 1244 Ashby-de-la-Zouch, Market Street 1245 (E-bound) Ashby-de-la-Zouch, adj North Street 1245 Ashby-de-la-Zouch, opp School 1246 Ashby-de-la-Zouch, opp Birch Road 1246 Coleorton, adj The Cedars 1251 Coleorton, opp School 1252 Coleorton, The Moor (E-bound) 1253 Coleorton, o/s George Inn 1254 Swannington, adj Nottingham Road 1255 Swannington, Peggs Green (S-bound) 1255 Swannington, opp Windmill Hill 1255 Swannington, o/s Jeffcoats Lane 1256 Swannington, o/s Manor Farm 1257 Swannington, opp Burton Lane 1257 Swannington, adj Spring Lane 1258 Swannington, opp Station Hill 1259 Swannington, Railway (S-bound) 1300 Swannington, Hoo Ash (S-bound) 1301 Coalville, opp Swannington Road 1302 Coalville, opp Belmont Drive 1303 Coalville, opp Snibston Discovery Park 1305 Coalville, Memorial Square (Stand 9) 1307 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Queens Hospital, adj Graduate Medical 1210 1310 1410 Centre Outwoods, adj Norton Road 1210 1310 1410 Outwoods, adj Mona Road 1211 1311 1411 Outwoods, opp Outwoods Street 1212 1312 1412 Outwoods, opp No. 153 1214 1314 1414 Shobnall, nr Albert Street 1215 1315 1415 Shobnall, opp Casey Lane 1215 1315 1415 Shobnall, adj Lidl Store 1216 1316 1416 Burton upon Trent, opp Railway Station 1216 1316 1416 Burton upon Trent, opp Devonshire Arms 1217 1317 1417 Burton upon Trent, opp Sainsbury’s Store 1218 1318 1418 Burton upon Trent, New Street ARR 1220 1320 1420 (Stand 9) Burton upon Trent, New Street (Stand DEP 1225 1325 1425 9) Burton upon Trent, adj Bond Street 1225 1325 1425 Stapenhill, adj Woods Lane 1228 1328 1428 Stapenhill, adj Greenvale Close 1229 1329 1429 Stapenhill, opp Foxglove Avenue 1230 1330 1430 Brizlincote, opp 14 Springfield Villas 1231 1331 1431 Brizlincote, adj Septon Close 1231 1331 1431 Brizlincote, opp Winchcombe Drive 1231 1331 1431 Brizlincote, opp Dalton Avenue 1232 1332 1432 Brizlincote, opp Hargate Road 1232 1332 1432 Brizlincote, opp Latham Close 1233 1333 1433 Brizlincote, opp Beaufort Road Top 1233 1333 1433 Stanhope Bretby, adj 25 Ashby Road East 1235 1335 1435 Stanhope Bretby, opp Stanhope Arms 1236 1336 1436 Stanhope Bretby, opp Business Park 1237 1337 1437 Stanhope Bretby, adj Chesterfield Arms 1238 1338 1438 Newhall, opp Wood Lane Top 1238 1338 1438 Newhall, opp Thorn Tree 1239 1339 1439 Newhall, opp Village Hall 1240 1340 1440 Newhall, adj Hill Street 1240 1340 1440 Newhall, adj George Inn 1240 1340 1440 Newhall, adj Abbotts Road 1241 1341 1441 Newhall, opp Royal Oak 1241 1341 1441 Swadlincote, Boardmans Hill (SE-bound) 1242 1342 1442 Swadlincote, adj Catholic Club 1242 1342 1442 Swadlincote, Darklands Road (S-bound) 1243 1343 1443 Swadlincote, adj Bus Station ARR 1244 1344 1444 Swadlincote, adj Bus Station DEP 1247 1347 1447 Swadlincote, Civic Way (SE-bound) 1247 1347 1447 Swadlincote, opp Church 1248 1348 1448 Midway, adj Railway Inn 1249 1349 1449 Midway, adj Mill Close 1249 1349 1449 Midway, adj Midway Road Top 1250 1350 1450 Midway, adj Masons Arms 1251 1351 1451 Midway, adj Dunsmore Way 1251 1351 1451 Midway, adj Lincoln Way 1252 1352 1452 Woodville, adj Granville Community School 1252 1352 1452 Woodville, adj Cricket Ground 1253 1353 1453 Woodville, Toll Gate (SE-bound) 1254 1354 1454 Woodville, adj Blacksmiths Lane 1254 1354 1454 Woodville, adj Station Road 1255 1355 1455 Woodville, opp Butt Lane 1255 1355 1455 Woodville, adj Millfield Street 1255 1355 1455 Woodville, adj Beech Drive 1256 1356 1456 Boundary, o/s Greyhound 1257 1357 1457 Boundary, opp Heath Lane 1257 1357 1457 Ashby-de-la-Zouch, adj Anwell Lane 1259 1359 1459 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1300 1400 1500 Ashby-de-la-Zouch, opp Prestop Park 1301 1401 1501 Ashby-de-la-Zouch, adj The Beeches 1302 1402 1502 Ashby-de-la-Zouch, opp Hill Street 1302 1402 1502 Ashby-de-la-Zouch, adj Medical Centre 1303 1403 1503 Ashby-de-la-Zouch, adj Market Street 1304 1404 1504 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Burton upon Trent, New Street (Stand DEP 1500 9) Burton upon Trent, adj Spot on Snooker 1500 Burton upon Trent, opp Meadowside Drive 1501 Burton upon Trent, adj Bridge Street 1501 Winshill, opp Rosemount Road 1503 Winshill, opp Hamilton Road 1503 Winshill, adj Mervyn Road 1504 Winshill, opp Burton Tennis and Squash 1505 Club Brizlincote, opp Tower Road 1506 Brizlincote, opp Beaufort Road Top 1507 Stanhope Bretby, adj 25 Ashby Road East 1508 Stanhope Bretby, opp Stanhope Arms 1510 Stanhope Bretby, opp Business Park 1511 Stanhope Bretby, adj Chesterfield Arms 1512 Newhall, opp Wood Lane Top 1513 Newhall, opp Thorn Tree 1514 Newhall, opp Village Hall 1514 Newhall, adj Hill Street 1515 Newhall, adj George Inn 1516 Newhall, adj Abbotts Road 1516 Newhall, opp Royal Oak 1516 Swadlincote, Boardmans Hill (SE-bound) 1517 Swadlincote, adj Catholic Club 1518 Swadlincote, Darklands Road (S-bound) 1519 Swadlincote, adj Bus Station ARR 1520 Swadlincote, adj Bus Station DEP 1520 Swadlincote, Civic Way (SE-bound) 1520 Swadlincote, opp Ski Centre 1521 Woodville, opp Woodhouse Street 1523 Woodville, adj Frederick Street 1524 Woodville, Toll Gate (SE-bound) 1525 Woodville, adj Blacksmiths Lane 1526 Woodville, adj Station Road 1526 Woodville, opp Butt Lane 1527 Woodville, adj Millfield Street 1528 Woodville, adj Beech Drive 1528 Boundary, o/s Greyhound 1530 Boundary, Heath Lane (S-bound) 1531 Blackfordby, adj Main Street 1534 Norris Hill, adj Woodlands Way 1537 Norris Hill, adj Blackfordby Lane 1537 Norris Hill, adj Dorset Drive 1538 Ashby-de-la-Zouch, opp Blackberry Cottge 1540 Ashby-de-la-Zouch, adj Whitehouse Farm 1541 Ashby-de-la-Zouch, adj Highfields Close 1543 Ashby-de-la-Zouch, opp Cemetery 1543 Ashby-de-la-Zouch, opp Council Offices 1544 Ashby-de-la-Zouch, o/s Market Street 1544 Ashby-de-la-Zouch, Market Street 1545 (E-bound) Ashby-de-la-Zouch, adj North Street 1545 Ashby-de-la-Zouch, opp School 1546 Ashby-de-la-Zouch, opp Birch Road 1546 Coleorton, adj The Cedars 1551 Coleorton, opp School 1552 Coleorton, The Moor (E-bound) 1553 Coleorton, o/s George Inn 1554 Swannington, adj Nottingham Road 1555 Swannington, Peggs Green (S-bound) 1555 Swannington, opp Windmill Hill 1555 Swannington, o/s Jeffcoats Lane 1556 Swannington, o/s Manor Farm 1557 Swannington, opp Burton Lane 1557 Swannington, adj Spring Lane 1558 Swannington, opp Station Hill 1559 Swannington, Railway (S-bound) 1600 Swannington, Hoo Ash (S-bound) 1601 Coalville, opp Swannington Road 1602 Coalville, opp Belmont Drive 1603 Coalville, opp Snibston Discovery Park 1605 Coalville, Memorial Square (Stand 9) 1607 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Queens Hospital, adj Graduate Medical 1510 Centre Outwoods, adj Norton Road 1510 Outwoods, adj Mona Road 1511 Outwoods, opp Outwoods Street 1512 Outwoods, opp No. 153 1514 Shobnall, nr Albert Street 1515 Shobnall, opp Casey Lane 1515 Shobnall, adj Lidl Store 1516 Burton upon Trent, opp Railway Station 1516 Burton upon Trent, opp Devonshire Arms 1517 Burton upon Trent, opp Sainsbury’s Store 1518 Burton upon Trent, New Street ARR 1520 (Stand 9) Burton upon Trent, New Street (Stand DEP 1525 9) Burton upon Trent, adj Bond Street 1525 Stapenhill, adj Woods Lane 1528 Stapenhill, adj Greenvale Close 1529 Stapenhill, opp Foxglove Avenue 1530 Brizlincote, opp 14 Springfield Villas 1531 Brizlincote, adj Septon Close 1531 Brizlincote, opp Winchcombe Drive 1531 Brizlincote, opp Dalton Avenue 1532 Brizlincote, opp Hargate Road 1532 Brizlincote, opp Latham Close 1533 Brizlincote, opp Beaufort Road Top 1533 Stanhope Bretby, adj 25 Ashby Road East 1535 Stanhope Bretby, opp Stanhope Arms 1536 Stanhope Bretby, opp Business Park 1537 Stanhope Bretby, adj Chesterfield Arms 1538 Newhall, opp Wood Lane Top 1538 Newhall, opp Thorn Tree 1539 Newhall, opp Village Hall 1540 Newhall, adj Hill Street 1540 Newhall, adj George Inn 1540 Newhall, adj Abbotts Road 1541 Newhall, opp Royal Oak 1541 Swadlincote, Boardmans Hill (SE-bound) 1542 Swadlincote, adj Catholic Club 1542 Swadlincote, Darklands Road (S-bound) 1543 Swadlincote, adj Bus Station ARR 1544 Swadlincote, adj Bus Station DEP 1547 Swadlincote, Civic Way (SE-bound) 1547 Swadlincote, opp Church 1548 Midway, adj Railway Inn 1549 Midway, adj Mill Close 1549 Midway, adj Midway Road Top 1550 Midway, adj Masons Arms 1551 Midway, adj Dunsmore Way 1551 Midway, adj Lincoln Way 1552 Woodville, adj Granville Community School 1552 Woodville, adj Cricket Ground 1553 Woodville, Toll Gate (SE-bound) 1554 Woodville, adj Blacksmiths Lane 1554 Woodville, adj Station Road 1555 Woodville, opp Butt Lane 1555 Woodville, adj Millfield Street 1555 Woodville, adj Beech Drive 1556 Boundary, o/s Greyhound 1557 Boundary, opp Heath Lane 1557 Ashby-de-la-Zouch, adj Anwell Lane 1559 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1600 Ashby-de-la-Zouch, opp Prestop Park 1601 Ashby-de-la-Zouch, adj The Beeches 1602 Ashby-de-la-Zouch, opp Hill Street 1602 Ashby-de-la-Zouch, adj Medical Centre 1603 Ashby-de-la-Zouch, adj Market Street 1604 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Burton upon Trent, New Street (Stand DEP 1610 9) Burton upon Trent, adj Spot on Snooker 1610 Burton upon Trent, opp Meadowside Drive 1611 Burton upon Trent, adj Bridge Street 1611 Winshill, opp Rosemount Road 1613 Winshill, opp Hamilton Road 1613 Winshill, adj Mervyn Road 1614 Winshill, opp Burton Tennis and Squash 1615 Club Brizlincote, opp Tower Road 1616 Brizlincote, opp Beaufort Road Top 1617 Stanhope Bretby, adj 25 Ashby Road East 1618 Stanhope Bretby, opp Stanhope Arms 1620 Stanhope Bretby, opp Business Park 1621 Stanhope Bretby, adj Chesterfield Arms 1622 Newhall, opp Wood Lane Top 1623 Newhall, opp Thorn Tree 1624 Newhall, opp Village Hall 1624 Newhall, adj Hill Street 1625 Newhall, adj George Inn 1626 Newhall, adj Abbotts Road 1626 Newhall, opp Royal Oak 1626 Swadlincote, Boardmans Hill (SE-bound) 1627 Swadlincote, adj Catholic Club 1628 Swadlincote, Darklands Road (S-bound) 1629 Swadlincote, adj Bus Station ARR 1630 Swadlincote, adj Bus Station DEP 1630 Swadlincote, Civic Way (SE-bound) 1630 Swadlincote, opp Ski Centre 1631 Woodville, opp Woodhouse Street 1633 Woodville, adj Frederick Street 1634 Woodville, Toll Gate (SE-bound) 1635 Woodville, adj Blacksmiths Lane 1636 Woodville, adj Station Road 1636 Woodville, opp Butt Lane 1637 Woodville, adj Millfield Street 1638 Woodville, adj Beech Drive 1638 Boundary, o/s Greyhound 1640 Boundary, Heath Lane (S-bound) 1641 Blackfordby, adj Main Street 1644 Norris Hill, adj Woodlands Way 1647 Norris Hill, adj Blackfordby Lane 1647 Norris Hill, adj Dorset Drive 1648 Ashby-de-la-Zouch, opp Blackberry Cottge 1650 Ashby-de-la-Zouch, adj Whitehouse Farm 1651 Ashby-de-la-Zouch, adj Highfields Close 1653 Ashby-de-la-Zouch, opp Cemetery 1653 Ashby-de-la-Zouch, opp Council Offices 1654 Ashby-de-la-Zouch, o/s Market Street 1654 Ashby-de-la-Zouch, Market Street 1655 (E-bound) Ashby-de-la-Zouch, adj North Street 1655 Ashby-de-la-Zouch, opp School 1656 Ashby-de-la-Zouch, opp Birch Road 1656 Coleorton, adj The Cedars 1701 Coleorton, opp School 1702 Coleorton, The Moor (E-bound) 1703 Coleorton, o/s George Inn 1704 Swannington, adj Nottingham Road 1705 Swannington, Peggs Green (S-bound) 1705 Swannington, opp Windmill Hill 1705 Swannington, o/s Jeffcoats Lane 1706 Swannington, o/s Manor Farm 1707 Swannington, opp Burton Lane 1707 Swannington, adj Spring Lane 1708 Swannington, opp Station Hill 1708 Swannington, Railway (S-bound) 1709 Swannington, Hoo Ash (S-bound) 1710 Coalville, opp Swannington Road 1710 Coalville, opp Belmont Drive 1711 Coalville, opp Snibston Discovery Park 1713 Coalville, Memorial Square (Stand 9) 1714 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Queens Hospital, adj Graduate Medical 1610 1710 Centre Outwoods, adj Norton Road 1610 1710 Outwoods, adj Mona Road 1611 1711 Outwoods, opp Outwoods Street 1612 1712 Outwoods, opp No. 153 1614 1714 Shobnall, nr Albert Street 1615 1715 Shobnall, opp Casey Lane 1615 1715 Shobnall, adj Lidl Store 1616 1716 Burton upon Trent, opp Railway Station 1616 1716 Burton upon Trent, opp Devonshire Arms 1617 1717 Burton upon Trent, opp Sainsbury’s Store 1618 1718 Burton upon Trent, New Street ARR 1620 1720 (Stand 9) Burton upon Trent, New Street (Stand DEP 1625 1725 9) Burton upon Trent, adj Bond Street 1625 1725 Stapenhill, adj Woods Lane 1628 1728 Stapenhill, adj Greenvale Close 1629 1729 Stapenhill, opp Foxglove Avenue 1630 1730 Brizlincote, opp 14 Springfield Villas 1631 1731 Brizlincote, adj Septon Close 1631 1731 Brizlincote, opp Winchcombe Drive 1631 1731 Brizlincote, opp Dalton Avenue 1632 1732 Brizlincote, opp Hargate Road 1632 1732 Brizlincote, opp Latham Close 1633 1733 Brizlincote, opp Beaufort Road Top 1633 1733 Stanhope Bretby, adj 25 Ashby Road East 1635 1735 Stanhope Bretby, opp Stanhope Arms 1636 1736 Stanhope Bretby, opp Business Park 1637 1737 Stanhope Bretby, adj Chesterfield Arms 1638 1738 Newhall, opp Wood Lane Top 1638 1738 Newhall, opp Thorn Tree 1639 1739 Newhall, opp Village Hall 1640 1740 Newhall, adj Hill Street 1640 1740 Newhall, adj George Inn 1640 1740 Newhall, adj Abbotts Road 1641 1741 Newhall, opp Royal Oak 1641 1741 Swadlincote, Boardmans Hill (SE-bound) 1642 1742 Swadlincote, adj Catholic Club 1642 1742 Swadlincote, Darklands Road (S-bound) 1643 1743 Swadlincote, adj Bus Station ARR 1644 1744 Swadlincote, adj Bus Station DEP 1647 1747 Swadlincote, Civic Way (SE-bound) 1647 1747 Swadlincote, opp Church 1648 1748 Midway, adj Railway Inn 1649 1749 Midway, adj Mill Close 1649 1749 Midway, adj Midway Road Top 1650 1750 Midway, adj Masons Arms 1651 1751 Midway, adj Dunsmore Way 1651 1751 Midway, adj Lincoln Way 1652 1752 Woodville, adj Granville Community School 1652 1752 Woodville, adj Cricket Ground 1653 1753 Woodville, Toll Gate (SE-bound) 1654 1754 Woodville, adj Blacksmiths Lane 1654 1754 Woodville, adj Station Road 1655 1755 Woodville, opp Butt Lane 1655 1755 Woodville, adj Millfield Street 1655 1755 Woodville, adj Beech Drive 1656 1756 Boundary, o/s Greyhound 1657 1757 Boundary, opp Heath Lane 1657 1757 Ashby-de-la-Zouch, adj Anwell Lane 1659 1759 Ashby-de-la-Zouch, o/s Ingles Hill Farm 1700 1800 Ashby-de-la-Zouch, opp Prestop Park 1701 1801 Ashby-de-la-Zouch, adj The Beeches 1702 1802 Ashby-de-la-Zouch, opp Hill Street 1702 1802 Ashby-de-la-Zouch, adj Medical Centre 1703 1803 Ashby-de-la-Zouch, adj Market Street 1704 1804 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Burton upon Trent, New Street (Stand DEP 1910 2010 2110 2210 9) Burton upon Trent, adj Spot on Snooker 1910 2010 2110 2210 Burton upon Trent, opp Meadowside Drive 1911 2011 2111 2211 Burton upon Trent, adj Bridge Street 1911 2011 2111 2211 Winshill, opp Rosemount Road 1913 2013 2113 2213 Winshill, opp Hamilton Road 1913 2013 2113 2213 Winshill, adj Mervyn Road 1914 2014 2114 2214 Winshill, opp Burton Tennis and Squash 1915 2015 2115 2215 Club Brizlincote, opp Tower Road 1916 2016 2116 2216 Brizlincote, opp Beaufort Road Top 1917 2017 2117 2217 Stanhope Bretby, adj 25 Ashby Road East 1918 2018 2118 2218 Stanhope Bretby, opp Stanhope Arms 1920 2020 2120 2220 Stanhope Bretby, opp Business Park 1921 2021 2121 2221 Stanhope Bretby, adj Chesterfield Arms 1922 2022 2122 2222 Newhall, opp Wood Lane Top 1923 2023 2123 2223 Newhall, opp Thorn Tree 1924 2024 2124 2224 Newhall, opp Village Hall 1924 2024 2124 2224 Newhall, adj Hill Street 1925 2025 2125 2225 Newhall, adj George Inn 1926 2026 2126 2226 Newhall, adj Abbotts Road 1926 2026 2126 2226 Newhall, opp Royal Oak 1926 2026 2126 2226 Swadlincote, Boardmans Hill (SE-bound) 1927 2027 2127 2227 Swadlincote, adj Catholic Club 1928 2028 2128 2228 Swadlincote, Darklands Road (S-bound) 1929 2029 2129 2229 Swadlincote, adj Bus Station ARR 1930 2030 2130 2230 Swadlincote, adj Bus Station DEP 1930 2030 Swadlincote, Civic Way (SE-bound) 1930 2030 Swadlincote, opp Ski Centre 1931 2031 Woodville, opp Woodhouse Street 1932 2032 Woodville, adj Frederick Street 1933 2033 Woodville, Toll Gate (SE-bound) 1934 2034 Woodville, adj Blacksmiths Lane 1935 2035 Woodville, adj Station Road 1935 2035 Woodville, opp Butt Lane 1936 2036 Woodville, adj Millfield Street 1936 2036 Woodville, adj Beech Drive 1937 2037 Boundary, o/s Greyhound 1938 2038 Boundary, Heath Lane (S-bound) 1939 2039 Blackfordby, adj Main Street 1942 2042 Norris Hill, adj Woodlands Way 1944 2044 Norris Hill, adj Blackfordby Lane 1944 2044 Norris Hill, adj Dorset Drive 1945 2045 Ashby-de-la-Zouch, opp Blackberry Cottge 1947 2047 Ashby-de-la-Zouch, adj Whitehouse Farm 1948 2048 Ashby-de-la-Zouch, adj Highfields Close 1949 2049 Ashby-de-la-Zouch, opp Cemetery 1949 2049 Ashby-de-la-Zouch, opp Council Offices 1950 2050 Ashby-de-la-Zouch, o/s Market Street 1950 2050 Ashby-de-la-Zouch, Market Street 1951 2051 (E-bound) Ashby-de-la-Zouch, adj North Street 1951 2051 Ashby-de-la-Zouch, opp School 1952 2052 Ashby-de-la-Zouch, opp Birch Road 1952 2052 Sinope, adj The Moorlands 1959 2059 Coalville, opp Swannington Road 2001 2101 Coalville, opp Belmont Drive 2002 2102 Coalville, opp Snibston Discovery Park 2003 2103 Coalville, Memorial Square (Stand 9) 2004 2104 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Sunday Burton upon Trent, New Street (Stand DEP 0800 0900 00 1600 1715 1815 2015 2115 2215 9) Burton upon Trent, adj Spot on Snooker 0800 0900 00 1600 1715 1815 2015 2115 2215 Burton upon Trent, opp Meadowside Drive 0801 0901 01 1601 1716 1816 2016 2116 2216 Burton upon Trent, adj Bridge Street 0801 0901 01 1601 1716 1816 2016 2116 2216 Winshill, opp Rosemount Road 0803 0903 03 1603 1718 1818 2018 2118 2218 Winshill, opp Hamilton Road 0803 0903 03 1603 1718 1818 2018 2118 2218 Winshill, adj Mervyn Road 0804 0904 04 1604 1719 1819 2019 2119 2219 Winshill, opp Burton Tennis and Squash 0805 0905 05 1605 1720 1820 2020 2120 2220 Club Brizlincote, opp Tower Road 0806 0906 06 1606 1721 1821 2021 2121 2221 Brizlincote, opp Beaufort Road Top 0807 0907 07 1607 1722 1822 2022 2122 2222 Stanhope Bretby, adj 25 Ashby Road East 0808 0908 08 1608 1723 1823 2023 2123 2223 Stanhope Bretby, opp Stanhope Arms 0810 0910 10 1610 1725 1825 2025 2125 2225 Stanhope Bretby, opp Business Park 0811 0911 11 1611 1726 1826 2026 2126 2226 Stanhope Bretby, adj Chesterfield Arms 0812 0912 12 1612 1727 1827 2027 2127 2227 Newhall, opp Wood Lane Top 0813 0913 13 1613 1728 1828 2028 2128 2228 Newhall, opp Thorn Tree 0814 0914 14 1614 1729 1829 2029 2129 2229 Newhall, opp Village Hall 0814 0914 14 1614 1729 1829 2029 2129 2229 Newhall, adj Hill Street 0815 0915 15 1615 1730 1830 2030 2130 2230 Newhall, adj George Inn 0816 0916 16 1616 1731 1831 2031 2131 2231 Newhall, adj Abbotts Road 0816 0916 16 1616 1731 1831 2031 2131 2231 Newhall, opp Royal Oak 0816 0916 16 1616 1731 1831 2031 2131 2231 Swadlincote, Boardmans Hill (SE-bound) 0817 0917 17 1617 1732 1832 2032 2132 2232 Swadlincote, adj Catholic Club 0818 0918 18 1618 1733 1833 2033 2133 2233 Swadlincote, Darklands Road (S-bound) 0819 0919 19 1619 1734 1834 2034 2134 2234 Swadlincote, adj Bus Station ARR 0820 0920 20 1620 1735 1835 2035 2135 2235 Swadlincote, adj Bus Station DEP 0820 0920 20 1620 1735 1835 Swadlincote, Civic Way (SE-bound) 0820 0920 20 1620 1735 1835 Swadlincote, opp Ski Centre 0821 0921 21 1621 1736 1836 Woodville, opp Woodhouse Street 0823 0923 23 1623 1737 1837 Woodville, adj Frederick Street 0824 0924 24 1624 1738 1838 Woodville, Toll Gate (SE-bound) 0825 0925 25 1625 1739 1839 Woodville, adj Blacksmiths Lane 0826 0926 26 1626 1739 1839 Woodville, adj Station Road 0826 0926 26 1626 1740 1840 Woodville, opp Butt Lane 0827 0927 27 1627 1741 1841 Woodville, adj Millfield Street 0828 0928then 28 1628 1741 1841 Woodville, adj Beech Drive 0828 0928at 28 1628 1742 1842 Boundary, o/s Greyhound 0830 0930these 30 1630 1743 1843 Ashby-de-la-Zouch, adj Anwell Lane mins until 1746 1846 Ashby-de-la-Zouch, o/s Ingles Hill Farm past 1747 1847 Ashby-de-la-Zouch, opp Prestop Park each 1748 1848 Ashby-de-la-Zouch, adj The Beeches hour 1749 1849 Ashby-de-la-Zouch, opp Hill Street 1750 1850 Boundary, Heath Lane (S-bound) 0831 0931 31 1631 Blackfordby, adj Main Street 0834 0934 34 1634 Norris Hill, adj Woodlands Way 0836 0936 36 1636 Norris Hill, adj Blackfordby Lane 0836 0936 36 1636 Norris Hill, adj Dorset Drive 0837 0937 37 1637 Ashby-de-la-Zouch, opp Blackberry Cottge 0839 0939 39 1639 Ashby-de-la-Zouch, adj Whitehouse Farm 0840 0940 40 1640 Ashby-de-la-Zouch, adj Highfields Close 0841 0941 41 1641 Ashby-de-la-Zouch, opp Cemetery 0841 0941 41 1641 Ashby-de-la-Zouch, opp Council Offices 0842 0942 42 1642 Ashby-de-la-Zouch, o/s Market Street 0842 0942 42 1642 1751 1851 Ashby-de-la-Zouch, Market Street 0843 0943 43 1643 1752 1852 (E-bound) Ashby-de-la-Zouch, adj North Street 0843 0943 43 1643 1752 1852 Ashby-de-la-Zouch, opp School 0844 0944 44 1644 1752 1852 Ashby-de-la-Zouch, opp Birch Road 0844 0944 44 1644 1753 1853 Sinope, adj The Moorlands 1759 1859 Coleorton, adj The Cedars 0848 0949 49 1649 Coleorton, opp School 0849 0950 50 1650 Coleorton, The Moor (E-bound) 0850 0951 51 1651 Coleorton, o/s George Inn 0851 0952 52 1652 Swannington, adj Nottingham Road 0852 0953 53 1653 Swannington, Peggs Green (S-bound) 0852 0953 53 1653 Swannington, opp Windmill Hill 0853 0953 53 1653 Swannington, o/s Jeffcoats Lane 0853 0954 54 1654 Swannington, o/s Manor Farm 0854 0955 55 1655 Swannington, opp Burton Lane 0854 0955 55 1655 Swannington, adj Spring Lane 0855 0956 56 1656 Swannington, opp Station Hill 0856 0957 57 1657 Swannington, Railway (S-bound) 0857 0957 57 1657 Swannington, Hoo Ash (S-bound) 0858 0958 58 1658 Coalville, opp Swannington Road 0858 0959 59 1659 1801 1901 Coalville, opp Belmont Drive 0859 1000 00 1700 1801 1901 Coalville, opp Snibston Discovery Park 0902 1002 02 1702 1802 1902 Coalville, Memorial Square (Stand 9) 0903 1003 03 1703 1803 1903 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Woodville, adj Butt Lane 0700 Woodville, opp Station Road 0700 Woodville, opp Blacksmiths Lane 0701 Woodville, opp Toll Gate 0702 Woodville, opp Cricket Ground 0702 Woodville, opp Granville Community 0703 School Midway, opp Lincoln Way 0704 Midway, opp Dunsmore Way 0704 Midway, opp Masons Arms 0705 Midway, opp Midway Road Top 0705 Midway, opp Mill Close 0706 Midway, opp Railway Inn 0706 Swadlincote, opp Belmont Primary School 0707 Swadlincote, adj Church 0708 Swadlincote, Civic Way (NW-bound) 0708 Swadlincote, adj Bus Station ARR 0709 Swadlincote, adj Bus Station DEP 0710 Swadlincote, Darklands Road (N-bound) 0710 Swadlincote, opp Catholic Club 0711 Swadlincote, Boardmans Hill (NW-bound) 0711 Newhall, adj Royal Oak 0712 Newhall, opp Abbotts Road 0712 Newhall, opp George Inn 0712 Newhall, opp Hill Street 0712 Newhall, adj Village Hall 0713 Newhall, adj Thorn Tree 0713 Newhall, adj Wood Lane Top 0714 Stanhope Bretby, adj Chesterfield Arms 0715 Stanhope Bretby, adj Business Park 0715 Stanhope Bretby, adj Stanhope Arms 0716 Stanhope Bretby, opp 25 Ashby Road East 0717 Brizlincote, adj Beaufort Road Top 0718 Brizlincote, adj Latham Close 0719 Brizlincote, adj Hargate Road 0719 Brizlincote, adj Dalton Avenue 0720 Brizlincote, adj Winchcombe Drive 0721 Brizlincote, opp Septon Close 0721 Brizlincote, adj 14 Springfield Villas 0722 Stapenhill, adj Foxglove Avenue 0723 Stapenhill, opp Greenvale Close 0724 Stapenhill, opp Woods Lane 0725 Stapenhill, adj Main Street 0726 Burton upon Trent, opp Bond Street 0729 Burton upon Trent, New Street ARR 0730 (Stand 4) Burton upon Trent, New Street (Stand DEP 0732 4) Burton upon Trent, adj Sainsbury’s Store 0732 Burton upon Trent, adj Devonshire Arms 0733 Burton upon Trent, adj Railway Station 0734 Shobnall, adj Borough Road 0735 Shobnall, adj Casey Lane 0736 Shobnall, adj Albert Street 0736 Outwoods, adj No. 153 0737 Outwoods, adj The Carousels 0738 Horninglow, adj Victoria Crescent 0739 Horninglow, adj The Navigation 0739 Horninglow, opp Hevea Road 0740 Horninglow, opp The New Inn 0741 Horninglow, opp Harper Avenue 0741 Horninglow, opp Red Lion Inn 0742 Horninglow, adj Morley’s Hill 0742 Horninglow, opp Charnwood Road 0743 Horninglow, adj Dover Road 0744 Outwoods, opp Ibstock Road 0744 Outwoods, opp Norton Road 0747 Queens Hospital, adj Graduate Medical 0748 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Ashby-de-la-Zouch, adj Market Street 0650 Ashby-de-la-Zouch, o/s Council Offices 0650 Ashby-de-la-Zouch, o/s Cemetery 0651 Ashby-de-la-Zouch, opp Highfields Close 0651 Ashby-de-la-Zouch, opp Abbey Drive 0652 Ashby-de-la-Zouch, opp Whitehouse Farm 0652 Ashby-de-la-Zouch, o/s Blackberry Cottge 0653 Norris Hill, opp Dorset Drive 0655 Norris Hill, opp Woodlands Way 0656 Blackfordby, opp Main Street 0659 Boundary, adj Heath Lane 0702 Boundary, opp Greyhound 0703 Woodville, opp Beech Drive 0704 Woodville, opp Millfield Street 0705 Woodville, adj Butt Lane 0706 Woodville, opp Station Road 0707 Woodville, opp Blacksmiths Lane 0707 Woodville, Toll Gate (W-bound) 0708 Woodville, opp Frederick Street 0709 Woodville, adj Woodhouse Street 0710 Swadlincote, adj Ski Centre 0711 Swadlincote, Civic Way (NW-bound) 0713 Swadlincote, adj Bus Station ARR 0714 Swadlincote, adj Bus Station DEP 0714 Swadlincote, Darklands Road (N-bound) 0714 Swadlincote, opp Catholic Club 0715 Swadlincote, Boardmans Hill (NW-bound) 0715 Newhall, adj Royal Oak 0716 Newhall, opp Abbotts Road 0716 Newhall, opp George Inn 0716 Newhall, opp Hill Street 0717 Newhall, adj Village Hall 0717 Newhall, adj Thorn Tree 0717 Newhall, adj Wood Lane Top 0718 Stanhope Bretby, adj Chesterfield Arms 0719 Stanhope Bretby, adj Business Park 0719 Stanhope Bretby, adj Stanhope Arms 0720 Stanhope Bretby, opp 25 Ashby Road East 0722 Brizlincote, adj Beaufort Road Top 0723 Brizlincote, adj Tower Road 0724 Winshill, adj Burton Tennis and Squash 0726 Club Winshill, opp Mervyn Road 0727 Winshill, adj Hamilton Road 0728 Burton upon Trent, adj Bargates 0732 Burton upon Trent, opp Spot on Snooker 0733 Burton upon Trent, adj Octagon Centre 0735 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Day Restrictions: av o4 Service Information: NSch Sch Ashby-de-la-Zouch, adj Market Street 0735 0735 0905 Ashby-de-la-Zouch, adj Hill Street 0735 0735 0905 Ashby-de-la-Zouch, opp The Beeches 0736 0736 0906 Ashby-de-la-Zouch, adj Prestop Park 0737 0737 0907 Ashby-de-la-Zouch, opp Ingles Hill Farm 0737 0737 0907 Ashby-de-la-Zouch, opp Anwell Lane Hail 0739 0739 0909 & Ride Boundary, opp Ivanhoe Store 0739 0739 0909 Boundary, adj Heath Lane 0740 0740 0910 Boundary, opp Greyhound 0741 0741 0911 Woodville, opp Beech Drive 0741 0741 0911 Woodville, opp Millfield Street 0742 0742 0912 Woodville, adj Butt Lane 0742 0742 0912 Woodville, opp Station Road 0743 0743 0913 Woodville, opp Blacksmiths Lane 0743 0743 0913 Woodville, opp Toll Gate 0744 0744 0914 Woodville, opp Cricket Ground 0744 0744 0914 Woodville, opp Granville Community 0745 0745 0916 School Midway, opp Lincoln Way 0746 0746 0916 Midway, opp Dunsmore Way 0746 0746 0918 Midway, opp Masons Arms 0747 0747 0919 Midway, opp Midway Road Top 0747 0747 0919 Midway, opp Mill Close 0748 0748 0920 Midway, opp Railway Inn 0748 0748 0921 Swadlincote, opp Belmont Primary School 0749 0749 0921 Swadlincote, adj Church 0750 0750 0922 Swadlincote, Civic Way (NW-bound) 0750 0750 0922 Swadlincote, adj Bus Station ARR 0751 0751 0924 Swadlincote, adj Bus Station DEP 0755 0755 0930 Swadlincote, Darklands Road (N-bound) 0755 0755 0930 Swadlincote, opp Catholic Club 0756 0756 0931 Swadlincote, Boardmans Hill (NW-bound) 0757 0757 0931 Newhall, adj Royal Oak 0757 0757 0932 Newhall, opp Abbotts Road 0758 0758 0932 Newhall, opp George Inn 0758 0758 0932 Newhall, opp Hill Street 0759 0759 0932 Newhall, adj Village Hall 0759 0759 0933 Newhall, adj Thorn Tree 0800 0800 0933 Newhall, adj Wood Lane Top 0801 0801 0934 Stanhope Bretby, adj Chesterfield Arms 0802 0802 0935 Stanhope Bretby, adj Business Park 0802 0802 0935 Stanhope Bretby, adj Stanhope Arms 0804 0804 0936 Stanhope Bretby, opp 25 Ashby Road East 0806 0806 0937 Brizlincote, adj Beaufort Road Top 0807 0807 0938 Brizlincote, adj Latham Close 0808 0808 0939 Brizlincote, adj Hargate Road 0808 0808 0939 Brizlincote, adj Dalton Avenue 0808 0809 0940 Brizlincote, adj Winchcombe Drive 0809 0811 0941 Brizlincote, opp Septon Close 0809 0812 0941 Brizlincote, adj 14 Springfield Villas 0810 0813 0942 Stapenhill, adj Foxglove Avenue 0811 0816 0943 Stapenhill, opp Greenvale Close 0811 0817 0944 Stapenhill, opp Woods Lane 0812 0819 0945 Stapenhill, adj Main Street 0812 0820 0946 Burton upon Trent, opp Bond Street 0814 0825 0949 Burton upon Trent, New Street ARR 0815 0827 0950 (Stand 4) Burton upon Trent, New Street (Stand DEP 0832 0832 0952 4) Burton upon Trent, adj Sainsbury’s Store 0832 0832 0952 Burton upon Trent, adj Devonshire Arms 0834 0834 0954 Burton upon Trent, adj Railway Station 0835 0835 0955 Shobnall, adj Borough Road 0835 0835 0955 Shobnall, adj Casey Lane 0836 0836 0956 Shobnall, adj Albert Street 0837 0837 0957 Outwoods, adj No. 153 0838 0838 0958 Outwoods, adj The Carousels 0838 0838 0958 Horninglow, adj Victoria Crescent 0839 0839 0959 Horninglow, adj The Navigation 0840 0840 1000 Horninglow, opp Hevea Road 0841 0841 1001 Horninglow, opp The New Inn 0841 0841 1001 Horninglow, opp Harper Avenue 0842 0842 1002 Horninglow, opp Red Lion Inn 0843 0843 1003 Horninglow, adj Morley’s Hill 0843 0843 1003 Horninglow, opp Charnwood Road 0844 0844 1004 Horninglow, adj Dover Road 0845 0845 1005 Outwoods, opp Ibstock Road 0846 0846 1006 Outwoods, opp Norton Road 0848 0848 1008 Queens Hospital, adj Graduate Medical 0850 0850 1010 Centre av to 2.11.12, not 4.9.12 to 26.10. o4 from 4.9.12, not 29.10.12 to 2.11. NSch Does not operate on school days Sch Operates only on school days Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Coalville, Memorial Square (Stand 1) 0850 Coalville, adj Snibston Discovery Park 0850 Coalville, o/s Ravenstone Road 0851 Coalville, adj Belmont Drive 0852 Coalville, adj Swannington Road 0853 Swannington, Hoo Ash (N-bound) 0853 Swannington, Railway (N-bound) 0854 Swannington, opp Spring Lane 0856 Swannington, adj Burton Lane 0856 Swannington, opp Manor Farm 0857 Swannington, opp Jeffcoats Lane 0857 Swannington, adj Windmill Hill 0858 Swannington, Peggs Green Hail & Ride 0858 (N-bound) Swannington, opp Nottingham Road 0858 Coleorton, opp George Inn 0900 Coleorton, adj The Moor 0901 Coleorton, adj School 0902 Coleorton, Loughborough Road (N-bound) 0902 Coleorton, opp The Cedars 0903 Ashby-de-la-Zouch, adj Birch Road 0907 Ashby-de-la-Zouch, adj School 0908 Ashby-de-la-Zouch, opp North Street 0909 Ashby-de-la-Zouch, adj Market Street 0910 Ashby-de-la-Zouch, o/s Council Offices 0910 Ashby-de-la-Zouch, o/s Cemetery 0911 Ashby-de-la-Zouch, opp Highfields Close 0911 Ashby-de-la-Zouch, opp Abbey Drive 0912 Ashby-de-la-Zouch, opp Whitehouse Farm 0912 Ashby-de-la-Zouch, o/s Blackberry Cottge 0913 Norris Hill, opp Dorset Drive 0915 Norris Hill, opp Woodlands Way 0916 Blackfordby, opp Main Street 0919 Boundary, adj Heath Lane 0922 Boundary, opp Greyhound 0923 Woodville, opp Beech Drive 0924 Woodville, opp Millfield Street 0925 Woodville, adj Butt Lane 0926 Woodville, opp Station Road 0927 Woodville, opp Blacksmiths Lane 0927 Woodville, Toll Gate (W-bound) 0928 Woodville, opp Frederick Street 0929 Woodville, adj Woodhouse Street 0930 Swadlincote, adj Ski Centre 0931 Swadlincote, Civic Way (NW-bound) 0933 Swadlincote, adj Bus Station ARR 0934 Swadlincote, adj Bus Station DEP 0934 Swadlincote, Darklands Road (N-bound) 0934 Swadlincote, opp Catholic Club 0935 Swadlincote, Boardmans Hill (NW-bound) 0935 Newhall, adj Royal Oak 0936 Newhall, opp Abbotts Road 0936 Newhall, opp George Inn 0936 Newhall, opp Hill Street 0937 Newhall, adj Village Hall 0937 Newhall, adj Thorn Tree 0937 Newhall, adj Wood Lane Top 0938 Stanhope Bretby, adj Chesterfield Arms 0939 Stanhope Bretby, adj Business Park 0939 Stanhope Bretby, adj Stanhope Arms 0940 Stanhope Bretby, opp 25 Ashby Road East 0942 Brizlincote, adj Beaufort Road Top 0943 Brizlincote, adj Tower Road 0944 Winshill, adj Burton Tennis and Squash 0946 Club Winshill, opp Mervyn Road 0947 Winshill, adj Hamilton Road 0948 Burton upon Trent, adj Bargates 0952 Burton upon Trent, opp Spot on Snooker 0953 Burton upon Trent, adj Octagon Centre 0955 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Ashby-de-la-Zouch, adj Market Street 1005 Ashby-de-la-Zouch, adj Hill Street 1005 Ashby-de-la-Zouch, opp The Beeches 1006 Ashby-de-la-Zouch, adj Prestop Park 1007 Ashby-de-la-Zouch, opp Ingles Hill Farm 1007 Ashby-de-la-Zouch, opp Anwell Lane Hail 1009 & Ride Boundary, opp Ivanhoe Store 1009 Boundary, adj Heath Lane 1010 Boundary, opp Greyhound 1011 Woodville, opp Beech Drive 1011 Woodville, opp Millfield Street 1012 Woodville, adj Butt Lane 1012 Woodville, opp Station Road 1013 Woodville, opp Blacksmiths Lane 1013 Woodville, opp Toll Gate 1014 Woodville, opp Cricket Ground 1014 Woodville, opp Granville Community 1016 School Midway, opp Lincoln Way 1016 Midway, opp Dunsmore Way 1018 Midway, opp Masons Arms 1019 Midway, opp Midway Road Top 1019 Midway, opp Mill Close 1020 Midway, opp Railway Inn 1021 Swadlincote, opp Belmont Primary School 1021 Swadlincote, adj Church 1022 Swadlincote, Civic Way (NW-bound) 1022 Swadlincote, adj Bus Station ARR 1024 Swadlincote, adj Bus Station DEP 1030 Swadlincote, Darklands Road (N-bound) 1030 Swadlincote, opp Catholic Club 1031 Swadlincote, Boardmans Hill (NW-bound) 1031 Newhall, adj Royal Oak 1032 Newhall, opp Abbotts Road 1032 Newhall, opp George Inn 1032 Newhall, opp Hill Street 1032 Newhall, adj Village Hall 1033 Newhall, adj Thorn Tree 1033 Newhall, adj Wood Lane Top 1034 Stanhope Bretby, adj Chesterfield Arms 1035 Stanhope Bretby, adj Business Park 1035 Stanhope Bretby, adj Stanhope Arms 1036 Stanhope Bretby, opp 25 Ashby Road East 1037 Brizlincote, adj Beaufort Road Top 1038 Brizlincote, adj Latham Close 1039 Brizlincote, adj Hargate Road 1039 Brizlincote, adj Dalton Avenue 1040 Brizlincote, adj Winchcombe Drive 1041 Brizlincote, opp Septon Close 1041 Brizlincote, adj 14 Springfield Villas 1042 Stapenhill, adj Foxglove Avenue 1043 Stapenhill, opp Greenvale Close 1044 Stapenhill, opp Woods Lane 1045 Stapenhill, adj Main Street 1046 Burton upon Trent, opp Bond Street 1049 Burton upon Trent, New Street ARR 1050 (Stand 4) Burton upon Trent, New Street (Stand DEP 1052 4) Burton upon Trent, adj Sainsbury’s Store 1052 Burton upon Trent, adj Devonshire Arms 1054 Burton upon Trent, adj Railway Station 1055 Shobnall, adj Borough Road 1055 Shobnall, adj Casey Lane 1056 Shobnall, adj Albert Street 1057 Outwoods, adj No. 153 1058 Outwoods, adj The Carousels 1058 Horninglow, adj Victoria Crescent 1059 Horninglow, adj The Navigation 1100 Horninglow, opp Hevea Road 1101 Horninglow, opp The New Inn 1101 Horninglow, opp Harper Avenue 1102 Horninglow, opp Red Lion Inn 1103 Horninglow, adj Morley’s Hill 1103 Horninglow, opp Charnwood Road 1104 Horninglow, adj Dover Road 1105 Outwoods, opp Ibstock Road 1106 Outwoods, opp Norton Road 1108 Queens Hospital, adj Graduate Medical 1110 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Coalville, Memorial Square (Stand 1) 0950 Coalville, adj Snibston Discovery Park 0950 Coalville, o/s Ravenstone Road 0951 Coalville, adj Belmont Drive 0952 Coalville, adj Swannington Road 0953 Swannington, Hoo Ash (N-bound) 0953 Swannington, Railway (N-bound) 0954 Swannington, opp Spring Lane 0956 Swannington, adj Burton Lane 0956 Swannington, opp Manor Farm 0957 Swannington, opp Jeffcoats Lane 0957 Swannington, adj Windmill Hill 0958 Swannington, Peggs Green Hail & Ride 0958 (N-bound) Swannington, opp Nottingham Road 0958 Coleorton, opp George Inn 1000 Coleorton, adj The Moor 1001 Coleorton, adj School 1002 Coleorton, Loughborough Road (N-bound) 1002 Coleorton, opp The Cedars 1003 Ashby-de-la-Zouch, adj Birch Road 1007 Ashby-de-la-Zouch, adj School 1008 Ashby-de-la-Zouch, opp North Street 1009 Ashby-de-la-Zouch, adj Market Street 1010 Ashby-de-la-Zouch, o/s Council Offices 1010 Ashby-de-la-Zouch, o/s Cemetery 1011 Ashby-de-la-Zouch, opp Highfields Close 1011 Ashby-de-la-Zouch, opp Abbey Drive 1012 Ashby-de-la-Zouch, opp Whitehouse Farm 1012 Ashby-de-la-Zouch, o/s Blackberry Cottge 1013 Norris Hill, opp Dorset Drive 1015 Norris Hill, opp Woodlands Way 1016 Blackfordby, opp Main Street 1019 Boundary, adj Heath Lane 1022 Boundary, opp Greyhound 1023 Woodville, opp Beech Drive 1024 Woodville, opp Millfield Street 1025 Woodville, adj Butt Lane 1026 Woodville, opp Station Road 1027 Woodville, opp Blacksmiths Lane 1027 Woodville, Toll Gate (W-bound) 1028 Woodville, opp Frederick Street 1029 Woodville, adj Woodhouse Street 1030 Swadlincote, adj Ski Centre 1031 Swadlincote, Civic Way (NW-bound) 1033 Swadlincote, adj Bus Station ARR 1034 Swadlincote, adj Bus Station DEP 1034 Swadlincote, Darklands Road (N-bound) 1034 Swadlincote, opp Catholic Club 1035 Swadlincote, Boardmans Hill (NW-bound) 1035 Newhall, adj Royal Oak 1036 Newhall, opp Abbotts Road 1036 Newhall, opp George Inn 1036 Newhall, opp Hill Street 1037 Newhall, adj Village Hall 1037 Newhall, adj Thorn Tree 1037 Newhall, adj Wood Lane Top 1038 Stanhope Bretby, adj Chesterfield Arms 1039 Stanhope Bretby, adj Business Park 1039 Stanhope Bretby, adj Stanhope Arms 1040 Stanhope Bretby, opp 25 Ashby Road East 1042 Brizlincote, adj Beaufort Road Top 1043 Brizlincote, adj Tower Road 1044 Winshill, adj Burton Tennis and Squash 1046 Club Winshill, opp Mervyn Road 1047 Winshill, adj Hamilton Road 1048 Burton upon Trent, adj Bargates 1052 Burton upon Trent, opp Spot on Snooker 1053 Burton upon Trent, adj Octagon Centre 1055 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Ashby-de-la-Zouch, adj Market Street 1110 Ashby-de-la-Zouch, adj Hill Street 1110 Ashby-de-la-Zouch, opp The Beeches 1111 Ashby-de-la-Zouch, adj Prestop Park 1112 Ashby-de-la-Zouch, opp Ingles Hill Farm 1112 Ashby-de-la-Zouch, opp Anwell Lane Hail 1114 & Ride Boundary, opp Ivanhoe Store 1114 Boundary, adj Heath Lane 1115 Boundary, opp Greyhound 1116 Woodville, opp Beech Drive 1116 Woodville, opp Millfield Street 1117 Woodville, adj Butt Lane 1117 Woodville, opp Station Road 1118 Woodville, opp Blacksmiths Lane 1118 Woodville, opp Toll Gate 1119 Woodville, opp Cricket Ground 1119 Woodville, opp Granville Community 1120 School Midway, opp Lincoln Way 1121 Midway, opp Dunsmore Way 1122 Midway, opp Masons Arms 1123 Midway, opp Midway Road Top 1123 Midway, opp Mill Close 1124 Midway, opp Railway Inn 1125 Swadlincote, opp Belmont Primary School 1126 Swadlincote, adj Church 1126 Swadlincote, Civic Way (NW-bound) 1127 Swadlincote, adj Bus Station ARR 1128 Swadlincote, adj Bus Station DEP 1130 Swadlincote, Darklands Road (N-bound) 1130 Swadlincote, opp Catholic Club 1131 Swadlincote, Boardmans Hill (NW-bound) 1131 Newhall, adj Royal Oak 1132 Newhall, opp Abbotts Road 1132 Newhall, opp George Inn 1132 Newhall, opp Hill Street 1132 Newhall, adj Village Hall 1133 Newhall, adj Thorn Tree 1133 Newhall, adj Wood Lane Top 1134 Stanhope Bretby, adj Chesterfield Arms 1135 Stanhope Bretby, adj Business Park 1135 Stanhope Bretby, adj Stanhope Arms 1136 Stanhope Bretby, opp 25 Ashby Road East 1137 Brizlincote, adj Beaufort Road Top 1138 Brizlincote, adj Latham Close 1139 Brizlincote, adj Hargate Road 1139 Brizlincote, adj Dalton Avenue 1140 Brizlincote, adj Winchcombe Drive 1141 Brizlincote, opp Septon Close 1141 Brizlincote, adj 14 Springfield Villas 1142 Stapenhill, adj Foxglove Avenue 1143 Stapenhill, opp Greenvale Close 1144 Stapenhill, opp Woods Lane 1145 Stapenhill, adj Main Street 1146 Burton upon Trent, opp Bond Street 1149 Burton upon Trent, New Street ARR 1150 (Stand 4) Burton upon Trent, New Street (Stand DEP 1152 4) Burton upon Trent, adj Sainsbury’s Store 1152 Burton upon Trent, adj Devonshire Arms 1154 Burton upon Trent, adj Railway Station 1155 Shobnall, adj Borough Road 1155 Shobnall, adj Casey Lane 1156 Shobnall, adj Albert Street 1157 Outwoods, adj No. 153 1158 Outwoods, adj The Carousels 1158 Horninglow, adj Victoria Crescent 1159 Horninglow, adj The Navigation 1200 Horninglow, opp Hevea Road 1201 Horninglow, opp The New Inn 1201 Horninglow, opp Harper Avenue 1202 Horninglow, opp Red Lion Inn 1203 Horninglow, adj Morley’s Hill 1203 Horninglow, opp Charnwood Road 1204 Horninglow, adj Dover Road 1205 Outwoods, opp Ibstock Road 1206 Outwoods, opp Norton Road 1208 Queens Hospital, adj Graduate Medical 1210 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Coalville, Memorial Square (Stand 1) 1050 Coalville, adj Snibston Discovery Park 1050 Coalville, o/s Ravenstone Road 1051 Coalville, adj Belmont Drive 1052 Coalville, adj Swannington Road 1053 Swannington, Hoo Ash (N-bound) 1053 Swannington, Railway (N-bound) 1054 Swannington, opp Spring Lane 1056 Swannington, adj Burton Lane 1056 Swannington, opp Manor Farm 1057 Swannington, opp Jeffcoats Lane 1057 Swannington, adj Windmill Hill 1058 Swannington, Peggs Green Hail & Ride 1058 (N-bound) Swannington, opp Nottingham Road 1058 Coleorton, opp George Inn 1100 Coleorton, adj The Moor 1101 Coleorton, adj School 1102 Coleorton, Loughborough Road (N-bound) 1102 Coleorton, opp The Cedars 1103 Ashby-de-la-Zouch, adj Birch Road 1107 Ashby-de-la-Zouch, adj School 1108 Ashby-de-la-Zouch, opp North Street 1109 Ashby-de-la-Zouch, adj Market Street 1110 Ashby-de-la-Zouch, o/s Council Offices 1110 Ashby-de-la-Zouch, o/s Cemetery 1111 Ashby-de-la-Zouch, opp Highfields Close 1111 Ashby-de-la-Zouch, opp Abbey Drive 1112 Ashby-de-la-Zouch, opp Whitehouse Farm 1112 Ashby-de-la-Zouch, o/s Blackberry Cottge 1113 Norris Hill, opp Dorset Drive 1115 Norris Hill, opp Woodlands Way 1116 Blackfordby, opp Main Street 1119 Boundary, adj Heath Lane 1122 Boundary, opp Greyhound 1123 Woodville, opp Beech Drive 1124 Woodville, opp Millfield Street 1125 Woodville, adj Butt Lane 1126 Woodville, opp Station Road 1127 Woodville, opp Blacksmiths Lane 1127 Woodville, Toll Gate (W-bound) 1128 Woodville, opp Frederick Street 1129 Woodville, adj Woodhouse Street 1130 Swadlincote, adj Ski Centre 1131 Swadlincote, Civic Way (NW-bound) 1133 Swadlincote, adj Bus Station ARR 1134 Swadlincote, adj Bus Station DEP 1134 Swadlincote, Darklands Road (N-bound) 1134 Swadlincote, opp Catholic Club 1135 Swadlincote, Boardmans Hill (NW-bound) 1135 Newhall, adj Royal Oak 1136 Newhall, opp Abbotts Road 1136 Newhall, opp George Inn 1136 Newhall, opp Hill Street 1137 Newhall, adj Village Hall 1137 Newhall, adj Thorn Tree 1137 Newhall, adj Wood Lane Top 1138 Stanhope Bretby, adj Chesterfield Arms 1139 Stanhope Bretby, adj Business Park 1139 Stanhope Bretby, adj Stanhope Arms 1140 Stanhope Bretby, opp 25 Ashby Road East 1142 Brizlincote, adj Beaufort Road Top 1143 Brizlincote, adj Tower Road 1144 Winshill, adj Burton Tennis and Squash 1146 Club Winshill, opp Mervyn Road 1147 Winshill, adj Hamilton Road 1148 Burton upon Trent, adj Bargates 1152 Burton upon Trent, opp Spot on Snooker 1153 Burton upon Trent, adj Octagon Centre 1155 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Ashby-de-la-Zouch, adj Market Street 1210 1310 Ashby-de-la-Zouch, adj Hill Street 1210 1310 Ashby-de-la-Zouch, opp The Beeches 1211 1311 Ashby-de-la-Zouch, adj Prestop Park 1212 1312 Ashby-de-la-Zouch, opp Ingles Hill Farm 1212 1312 Ashby-de-la-Zouch, opp Anwell Lane Hail 1214 1314 & Ride Boundary, opp Ivanhoe Store 1214 1314 Boundary, adj Heath Lane 1215 1315 Boundary, opp Greyhound 1216 1316 Woodville, opp Beech Drive 1216 1316 Woodville, opp Millfield Street 1217 1317 Woodville, adj Butt Lane 1217 1317 Woodville, opp Station Road 1218 1318 Woodville, opp Blacksmiths Lane 1218 1318 Woodville, opp Toll Gate 1219 1319 Woodville, opp Cricket Ground 1219 1319 Woodville, opp Granville Community 1220 1320 School Midway, opp Lincoln Way 1221 1321 Midway, opp Dunsmore Way 1222 1322 Midway, opp Masons Arms 1223 1323 Midway, opp Midway Road Top 1223 1323 Midway, opp Mill Close 1224 1324 Midway, opp Railway Inn 1225 1325 Swadlincote, opp Belmont Primary School 1226 1326 Swadlincote, adj Church 1226 1326 Swadlincote, Civic Way (NW-bound) 1227 1327 Swadlincote, adj Bus Station ARR 1228 1328 Swadlincote, adj Bus Station DEP 1230 1330 Swadlincote, Darklands Road (N-bound) 1230 1330 Swadlincote, opp Catholic Club 1231 1331 Swadlincote, Boardmans Hill (NW-bound) 1231 1331 Newhall, adj Royal Oak 1232 1332 Newhall, opp Abbotts Road 1232 1332 Newhall, opp George Inn 1232 1332 Newhall, opp Hill Street 1232 1332 Newhall, adj Village Hall 1233 1333 Newhall, adj Thorn Tree 1233 1333 Newhall, adj Wood Lane Top 1234 1334 Stanhope Bretby, adj Chesterfield Arms 1235 1335 Stanhope Bretby, adj Business Park 1235 1335 Stanhope Bretby, adj Stanhope Arms 1236 1336 Stanhope Bretby, opp 25 Ashby Road East 1237 1337 Brizlincote, adj Beaufort Road Top 1238 1338 Brizlincote, adj Latham Close 1239 1339 Brizlincote, adj Hargate Road 1239 1339 Brizlincote, adj Dalton Avenue 1240 1340 Brizlincote, adj Winchcombe Drive 1241 1341 Brizlincote, opp Septon Close 1241 1341 Brizlincote, adj 14 Springfield Villas 1242 1342 Stapenhill, adj Foxglove Avenue 1243 1343 Stapenhill, opp Greenvale Close 1244 1344 Stapenhill, opp Woods Lane 1245 1345 Stapenhill, adj Main Street 1246 1346 Burton upon Trent, opp Bond Street 1249 1349 Burton upon Trent, New Street ARR 1250 1350 (Stand 4) Burton upon Trent, New Street (Stand DEP 1252 1352 4) Burton upon Trent, adj Sainsbury’s Store 1252 1352 Burton upon Trent, adj Devonshire Arms 1254 1354 Burton upon Trent, adj Railway Station 1255 1355 Shobnall, adj Borough Road 1255 1355 Shobnall, adj Casey Lane 1256 1356 Shobnall, adj Albert Street 1257 1357 Outwoods, adj No. 153 1258 1358 Outwoods, adj The Carousels 1258 1358 Horninglow, adj Victoria Crescent 1259 1359 Horninglow, adj The Navigation 1300 1400 Horninglow, opp Hevea Road 1301 1401 Horninglow, opp The New Inn 1301 1401 Horninglow, opp Harper Avenue 1302 1402 Horninglow, opp Red Lion Inn 1303 1403 Horninglow, adj Morley’s Hill 1303 1403 Horninglow, opp Charnwood Road 1304 1404 Horninglow, adj Dover Road 1305 1405 Outwoods, opp Ibstock Road 1306 1406 Outwoods, opp Norton Road 1308 1408 Queens Hospital, adj Graduate Medical 1310 1410 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Coalville, Memorial Square (Stand 1) 1250 Coalville, adj Snibston Discovery Park 1250 Coalville, o/s Ravenstone Road 1251 Coalville, adj Belmont Drive 1252 Coalville, adj Swannington Road 1253 Swannington, Hoo Ash (N-bound) 1253 Swannington, Railway (N-bound) 1254 Swannington, opp Spring Lane 1256 Swannington, adj Burton Lane 1256 Swannington, opp Manor Farm 1257 Swannington, opp Jeffcoats Lane 1257 Swannington, adj Windmill Hill 1258 Swannington, Peggs Green Hail & Ride 1258 (N-bound) Swannington, opp Nottingham Road 1258 Coleorton, opp George Inn 1300 Coleorton, adj The Moor 1301 Coleorton, adj School 1302 Coleorton, Loughborough Road (N-bound) 1302 Coleorton, opp The Cedars 1303 Ashby-de-la-Zouch, adj Birch Road 1307 Ashby-de-la-Zouch, adj School 1308 Ashby-de-la-Zouch, opp North Street 1309 Ashby-de-la-Zouch, adj Market Street 1310 Ashby-de-la-Zouch, o/s Council Offices 1310 Ashby-de-la-Zouch, o/s Cemetery 1311 Ashby-de-la-Zouch, opp Highfields Close 1311 Ashby-de-la-Zouch, opp Abbey Drive 1312 Ashby-de-la-Zouch, opp Whitehouse Farm 1312 Ashby-de-la-Zouch, o/s Blackberry Cottge 1313 Norris Hill, opp Dorset Drive 1315 Norris Hill, opp Woodlands Way 1316 Blackfordby, opp Main Street 1319 Boundary, adj Heath Lane 1322 Boundary, opp Greyhound 1323 Woodville, opp Beech Drive 1324 Woodville, opp Millfield Street 1325 Woodville, adj Butt Lane 1326 Woodville, opp Station Road 1327 Woodville, opp Blacksmiths Lane 1327 Woodville, Toll Gate (W-bound) 1328 Woodville, opp Frederick Street 1329 Woodville, adj Woodhouse Street 1330 Swadlincote, adj Ski Centre 1331 Swadlincote, Civic Way (NW-bound) 1333 Swadlincote, adj Bus Station ARR 1334 Swadlincote, adj Bus Station DEP 1334 Swadlincote, Darklands Road (N-bound) 1334 Swadlincote, opp Catholic Club 1335 Swadlincote, Boardmans Hill (NW-bound) 1335 Newhall, adj Royal Oak 1336 Newhall, opp Abbotts Road 1336 Newhall, opp George Inn 1336 Newhall, opp Hill Street 1337 Newhall, adj Village Hall 1337 Newhall, adj Thorn Tree 1337 Newhall, adj Wood Lane Top 1338 Stanhope Bretby, adj Chesterfield Arms 1339 Stanhope Bretby, adj Business Park 1339 Stanhope Bretby, adj Stanhope Arms 1340 Stanhope Bretby, opp 25 Ashby Road East 1342 Brizlincote, adj Beaufort Road Top 1343 Brizlincote, adj Tower Road 1344 Winshill, adj Burton Tennis and Squash 1346 Club Winshill, opp Mervyn Road 1347 Winshill, adj Hamilton Road 1348 Burton upon Trent, adj Bargates 1352 Burton upon Trent, opp Spot on Snooker 1353 Burton upon Trent, adj Octagon Centre 1355 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Ashby-de-la-Zouch, adj Market Street 1410 Ashby-de-la-Zouch, adj Hill Street 1410 Ashby-de-la-Zouch, opp The Beeches 1411 Ashby-de-la-Zouch, adj Prestop Park 1412 Ashby-de-la-Zouch, opp Ingles Hill Farm 1412 Ashby-de-la-Zouch, opp Anwell Lane Hail 1414 & Ride Boundary, opp Ivanhoe Store 1414 Boundary, adj Heath Lane 1415 Boundary, opp Greyhound 1416 Woodville, opp Beech Drive 1416 Woodville, opp Millfield Street 1417 Woodville, adj Butt Lane 1417 Woodville, opp Station Road 1418 Woodville, opp Blacksmiths Lane 1418 Woodville, opp Toll Gate 1419 Woodville, opp Cricket Ground 1419 Woodville, opp Granville Community 1420 School Midway, opp Lincoln Way 1421 Midway, opp Dunsmore Way 1422 Midway, opp Masons Arms 1423 Midway, opp Midway Road Top 1423 Midway, opp Mill Close 1424 Midway, opp Railway Inn 1425 Swadlincote, opp Belmont Primary School 1426 Swadlincote, adj Church 1426 Swadlincote, Civic Way (NW-bound) 1427 Swadlincote, adj Bus Station ARR 1428 Swadlincote, adj Bus Station DEP 1430 Swadlincote, Darklands Road (N-bound) 1430 Swadlincote, opp Catholic Club 1431 Swadlincote, Boardmans Hill (NW-bound) 1431 Newhall, adj Royal Oak 1432 Newhall, opp Abbotts Road 1432 Newhall, opp George Inn 1432 Newhall, opp Hill Street 1432 Newhall, adj Village Hall 1433 Newhall, adj Thorn Tree 1433 Newhall, adj Wood Lane Top 1434 Stanhope Bretby, adj Chesterfield Arms 1435 Stanhope Bretby, adj Business Park 1435 Stanhope Bretby, adj Stanhope Arms 1436 Stanhope Bretby, opp 25 Ashby Road East 1437 Brizlincote, adj Beaufort Road Top 1438 Brizlincote, adj Latham Close 1439 Brizlincote, adj Hargate Road 1439 Brizlincote, adj Dalton Avenue 1440 Brizlincote, adj Winchcombe Drive 1441 Brizlincote, opp Septon Close 1441 Brizlincote, adj 14 Springfield Villas 1442 Stapenhill, adj Foxglove Avenue 1443 Stapenhill, opp Greenvale Close 1444 Stapenhill, opp Woods Lane 1445 Stapenhill, adj Main Street 1446 Burton upon Trent, opp Bond Street 1449 Burton upon Trent, New Street ARR 1450 (Stand 4) Burton upon Trent, New Street (Stand DEP 1452 4) Burton upon Trent, adj Sainsbury’s Store 1452 Burton upon Trent, adj Devonshire Arms 1454 Burton upon Trent, adj Railway Station 1455 Shobnall, adj Borough Road 1455 Shobnall, adj Casey Lane 1456 Shobnall, adj Albert Street 1457 Outwoods, adj No. 153 1458 Outwoods, adj The Carousels 1458 Horninglow, adj Victoria Crescent 1459 Horninglow, adj The Navigation 1500 Horninglow, opp Hevea Road 1501 Horninglow, opp The New Inn 1501 Horninglow, opp Harper Avenue 1502 Horninglow, opp Red Lion Inn 1503 Horninglow, adj Morley’s Hill 1503 Horninglow, opp Charnwood Road 1504 Horninglow, adj Dover Road 1505 Outwoods, opp Ibstock Road 1506 Outwoods, opp Norton Road 1508 Queens Hospital, adj Graduate Medical 1510 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Coalville, Memorial Square (Stand 1) 1350 Coalville, adj Snibston Discovery Park 1350 Coalville, o/s Ravenstone Road 1351 Coalville, adj Belmont Drive 1352 Coalville, adj Swannington Road 1353 Swannington, Hoo Ash (N-bound) 1353 Swannington, Railway (N-bound) 1354 Swannington, opp Spring Lane 1356 Swannington, adj Burton Lane 1356 Swannington, opp Manor Farm 1357 Swannington, opp Jeffcoats Lane 1357 Swannington, adj Windmill Hill 1358 Swannington, Peggs Green Hail & Ride 1358 (N-bound) Swannington, opp Nottingham Road 1358 Coleorton, opp George Inn 1400 Coleorton, adj The Moor 1401 Coleorton, adj School 1402 Coleorton, Loughborough Road (N-bound) 1402 Coleorton, opp The Cedars 1403 Ashby-de-la-Zouch, adj Birch Road 1407 Ashby-de-la-Zouch, adj School 1408 Ashby-de-la-Zouch, opp North Street 1409 Ashby-de-la-Zouch, adj Market Street 1410 Ashby-de-la-Zouch, o/s Council Offices 1410 Ashby-de-la-Zouch, o/s Cemetery 1411 Ashby-de-la-Zouch, opp Highfields Close 1411 Ashby-de-la-Zouch, opp Abbey Drive 1412 Ashby-de-la-Zouch, opp Whitehouse Farm 1412 Ashby-de-la-Zouch, o/s Blackberry Cottge 1413 Norris Hill, opp Dorset Drive 1415 Norris Hill, opp Woodlands Way 1416 Blackfordby, opp Main Street 1419 Boundary, adj Heath Lane 1422 Boundary, opp Greyhound 1423 Woodville, opp Beech Drive 1424 Woodville, opp Millfield Street 1425 Woodville, adj Butt Lane 1426 Woodville, opp Station Road 1427 Woodville, opp Blacksmiths Lane 1427 Woodville, Toll Gate (W-bound) 1428 Woodville, opp Frederick Street 1429 Woodville, adj Woodhouse Street 1430 Swadlincote, adj Ski Centre 1431 Swadlincote, Civic Way (NW-bound) 1433 Swadlincote, adj Bus Station ARR 1434 Swadlincote, adj Bus Station DEP 1434 Swadlincote, Darklands Road (N-bound) 1434 Swadlincote, opp Catholic Club 1435 Swadlincote, Boardmans Hill (NW-bound) 1435 Newhall, adj Royal Oak 1436 Newhall, opp Abbotts Road 1436 Newhall, opp George Inn 1436 Newhall, opp Hill Street 1437 Newhall, adj Village Hall 1437 Newhall, adj Thorn Tree 1437 Newhall, adj Wood Lane Top 1438 Stanhope Bretby, adj Chesterfield Arms 1439 Stanhope Bretby, adj Business Park 1439 Stanhope Bretby, adj Stanhope Arms 1440 Stanhope Bretby, opp 25 Ashby Road East 1442 Brizlincote, adj Beaufort Road Top 1443 Brizlincote, adj Tower Road 1444 Winshill, adj Burton Tennis and Squash 1446 Club Winshill, opp Mervyn Road 1447 Winshill, adj Hamilton Road 1448 Burton upon Trent, adj Bargates 1452 Burton upon Trent, opp Spot on Snooker 1453 Burton upon Trent, adj Octagon Centre 1455 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Ashby-de-la-Zouch, adj Market Street 1510 Ashby-de-la-Zouch, adj Hill Street 1510 Ashby-de-la-Zouch, opp The Beeches 1511 Ashby-de-la-Zouch, adj Prestop Park 1512 Ashby-de-la-Zouch, opp Ingles Hill Farm 1512 Ashby-de-la-Zouch, opp Anwell Lane Hail 1514 & Ride Boundary, opp Ivanhoe Store 1514 Boundary, adj Heath Lane 1515 Boundary, opp Greyhound 1516 Woodville, opp Beech Drive 1516 Woodville, opp Millfield Street 1517 Woodville, adj Butt Lane 1517 Woodville, opp Station Road 1518 Woodville, opp Blacksmiths Lane 1518 Woodville, opp Toll Gate 1519 Woodville, opp Cricket Ground 1519 Woodville, opp Granville Community 1520 School Midway, opp Lincoln Way 1521 Midway, opp Dunsmore Way 1522 Midway, opp Masons Arms 1523 Midway, opp Midway Road Top 1523 Midway, opp Mill Close 1524 Midway, opp Railway Inn 1525 Swadlincote, opp Belmont Primary School 1526 Swadlincote, adj Church 1526 Swadlincote, Civic Way (NW-bound) 1527 Swadlincote, adj Bus Station ARR 1528 Swadlincote, adj Bus Station DEP 1530 Swadlincote, Darklands Road (N-bound) 1530 Swadlincote, opp Catholic Club 1531 Swadlincote, Boardmans Hill (NW-bound) 1531 Newhall, adj Royal Oak 1532 Newhall, opp Abbotts Road 1532 Newhall, opp George Inn 1532 Newhall, opp Hill Street 1532 Newhall, adj Village Hall 1533 Newhall, adj Thorn Tree 1533 Newhall, adj Wood Lane Top 1534 Stanhope Bretby, adj Chesterfield Arms 1535 Stanhope Bretby, adj Business Park 1535 Stanhope Bretby, adj Stanhope Arms 1536 Stanhope Bretby, opp 25 Ashby Road East 1537 Brizlincote, adj Beaufort Road Top 1538 Brizlincote, adj Latham Close 1539 Brizlincote, adj Hargate Road 1539 Brizlincote, adj Dalton Avenue 1540 Brizlincote, adj Winchcombe Drive 1541 Brizlincote, opp Septon Close 1541 Brizlincote, adj 14 Springfield Villas 1542 Stapenhill, adj Foxglove Avenue 1543 Stapenhill, opp Greenvale Close 1544 Stapenhill, opp Woods Lane 1545 Stapenhill, adj Main Street 1546 Burton upon Trent, opp Bond Street 1549 Burton upon Trent, New Street ARR 1550 (Stand 4) Burton upon Trent, New Street (Stand DEP 1552 4) Burton upon Trent, adj Sainsbury’s Store 1552 Burton upon Trent, adj Devonshire Arms 1554 Burton upon Trent, adj Railway Station 1555 Shobnall, adj Borough Road 1555 Shobnall, adj Casey Lane 1556 Shobnall, adj Albert Street 1557 Outwoods, adj No. 153 1558 Outwoods, adj The Carousels 1558 Horninglow, adj Victoria Crescent 1559 Horninglow, adj The Navigation 1600 Horninglow, opp Hevea Road 1601 Horninglow, opp The New Inn 1601 Horninglow, opp Harper Avenue 1602 Horninglow, opp Red Lion Inn 1603 Horninglow, adj Morley’s Hill 1603 Horninglow, opp Charnwood Road 1604 Horninglow, adj Dover Road 1605 Outwoods, opp Ibstock Road 1606 Outwoods, opp Norton Road 1608 Queens Hospital, adj Graduate Medical 1610 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Coalville, Memorial Square (Stand 1) 1450 Coalville, adj Snibston Discovery Park 1450 Coalville, o/s Ravenstone Road 1451 Coalville, adj Belmont Drive 1452 Coalville, adj Swannington Road 1453 Swannington, Hoo Ash (N-bound) 1453 Swannington, Railway (N-bound) 1454 Swannington, opp Spring Lane 1456 Swannington, adj Burton Lane 1456 Swannington, opp Manor Farm 1457 Swannington, opp Jeffcoats Lane 1457 Swannington, adj Windmill Hill 1458 Swannington, Peggs Green Hail & Ride 1458 (N-bound) Swannington, opp Nottingham Road 1458 Coleorton, opp George Inn 1500 Coleorton, adj The Moor 1501 Coleorton, adj School 1502 Coleorton, Loughborough Road (N-bound) 1502 Coleorton, opp The Cedars 1503 Ashby-de-la-Zouch, adj Birch Road 1507 Ashby-de-la-Zouch, adj School 1508 Ashby-de-la-Zouch, opp North Street 1509 Ashby-de-la-Zouch, adj Market Street 1510 Ashby-de-la-Zouch, o/s Council Offices 1510 Ashby-de-la-Zouch, o/s Cemetery 1511 Ashby-de-la-Zouch, opp Highfields Close 1511 Ashby-de-la-Zouch, opp Abbey Drive 1512 Ashby-de-la-Zouch, opp Whitehouse Farm 1512 Ashby-de-la-Zouch, o/s Blackberry Cottge 1513 Norris Hill, opp Dorset Drive 1515 Norris Hill, opp Woodlands Way 1516 Blackfordby, opp Main Street 1519 Boundary, adj Heath Lane 1522 Boundary, opp Greyhound 1523 Woodville, opp Beech Drive 1524 Woodville, opp Millfield Street 1525 Woodville, adj Butt Lane 1526 Woodville, opp Station Road 1527 Woodville, opp Blacksmiths Lane 1527 Woodville, Toll Gate (W-bound) 1528 Woodville, opp Frederick Street 1529 Woodville, adj Woodhouse Street 1530 Swadlincote, adj Ski Centre 1531 Swadlincote, Civic Way (NW-bound) 1533 Swadlincote, adj Bus Station ARR 1534 Swadlincote, adj Bus Station DEP 1534 Swadlincote, Darklands Road (N-bound) 1534 Swadlincote, opp Catholic Club 1535 Swadlincote, Boardmans Hill (NW-bound) 1535 Newhall, adj Royal Oak 1536 Newhall, opp Abbotts Road 1536 Newhall, opp George Inn 1536 Newhall, opp Hill Street 1537 Newhall, adj Village Hall 1537 Newhall, adj Thorn Tree 1537 Newhall, adj Wood Lane Top 1538 Stanhope Bretby, adj Chesterfield Arms 1539 Stanhope Bretby, adj Business Park 1539 Stanhope Bretby, adj Stanhope Arms 1540 Stanhope Bretby, opp 25 Ashby Road East 1542 Brizlincote, adj Beaufort Road Top 1543 Brizlincote, adj Tower Road 1544 Winshill, adj Burton Tennis and Squash 1546 Club Winshill, opp Mervyn Road 1547 Winshill, adj Hamilton Road 1548 Burton upon Trent, adj Bargates 1552 Burton upon Trent, opp Spot on Snooker 1553 Burton upon Trent, adj Octagon Centre 1555 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Monday to Friday Ashby-de-la-Zouch, adj Market Street 1610 1710 1810 Ashby-de-la-Zouch, adj Hill Street 1610 1710 1810 Ashby-de-la-Zouch, opp The Beeches 1611 1711 1811 Ashby-de-la-Zouch, adj Prestop Park 1612 1712 1812 Ashby-de-la-Zouch, opp Ingles Hill Farm 1612 1712 1812 Ashby-de-la-Zouch, opp Anwell Lane Hail 1614 1714 1814 & Ride Boundary, opp Ivanhoe Store 1614 1714 1814 Boundary, adj Heath Lane 1615 1715 1815 Boundary, opp Greyhound 1616 1716 1816 Woodville, opp Beech Drive 1616 1716 1816 Woodville, opp Millfield Street 1617 1717 1817 Woodville, adj Butt Lane 1617 1717 1817 Woodville, opp Station Road 1618 1718 1818 Woodville, opp Blacksmiths Lane 1618 1718 1818 Woodville, opp Toll Gate 1619 1719 1819 Woodville, opp Cricket Ground 1619 1719 1819 Woodville, opp Granville Community 1620 1720 1820 School Midway, opp Lincoln Way 1621 1721 1821 Midway, opp Dunsmore Way 1622 1722 1822 Midway, opp Masons Arms 1623 1723 1823 Midway, opp Midway Road Top 1623 1723 1823 Midway, opp Mill Close 1624 1724 1824 Midway, opp Railway Inn 1625 1725 1825 Swadlincote, opp Belmont Primary School 1626 1726 1826 Swadlincote, adj Church 1626 1726 1826 Swadlincote, Civic Way (NW-bound) 1627 1727 1827 Swadlincote, adj Bus Station ARR 1628 1728 1828 Swadlincote, adj Bus Station DEP 1630 1730 1830 Swadlincote, Darklands Road (N-bound) 1630 1730 1830 Swadlincote, opp Catholic Club 1631 1731 1831 Swadlincote, Boardmans Hill (NW-bound) 1631 1731 1831 Newhall, adj Royal Oak 1632 1732 1832 Newhall, opp Abbotts Road 1632 1732 1832 Newhall, opp George Inn 1632 1732 1832 Newhall, opp Hill Street 1632 1732 1832 Newhall, adj Village Hall 1633 1733 1833 Newhall, adj Thorn Tree 1633 1733 1833 Newhall, adj Wood Lane Top 1634 1734 1834 Stanhope Bretby, adj Chesterfield Arms 1635 1735 1835 Stanhope Bretby, adj Business Park 1635 1735 1835 Stanhope Bretby, adj Stanhope Arms 1636 1736 1836 Stanhope Bretby, opp 25 Ashby Road East 1637 1737 1837 Brizlincote, adj Beaufort Road Top 1638 1738 1838 Brizlincote, adj Latham Close 1639 1739 1839 Brizlincote, adj Hargate Road 1639 1739 1839 Brizlincote, adj Dalton Avenue 1640 1740 1840 Brizlincote, adj Winchcombe Drive 1641 1741 1841 Brizlincote, opp Septon Close 1641 1741 1841 Brizlincote, adj 14 Springfield Villas 1642 1742 1842 Stapenhill, adj Foxglove Avenue 1643 1743 1843 Stapenhill, opp Greenvale Close 1644 1744 1844 Stapenhill, opp Woods Lane 1645 1745 1845 Stapenhill, adj Main Street 1646 1746 1846 Burton upon Trent, opp Bond Street 1649 1749 1849 Burton upon Trent, New Street ARR 1650 1750 1850 (Stand 4) Burton upon Trent, New Street (Stand DEP 1652 1752 4) Burton upon Trent, adj Sainsbury’s Store 1652 1752 Burton upon Trent, adj Devonshire Arms 1654 1754 Burton upon Trent, adj Railway Station 1655 1755 Shobnall, adj Borough Road 1655 1755 Shobnall, adj Casey Lane 1656 1756 Shobnall, adj Albert Street 1657 1757 Outwoods, adj No. 153 1658 1758 Outwoods, adj The Carousels 1658 1758 Horninglow, adj Victoria Crescent 1659 1759 Horninglow, adj The Navigation 1700 1800 Horninglow, opp Hevea Road 1701 1801 Horninglow, opp The New Inn 1701 1801 Horninglow, opp Harper Avenue 1702 1802 Horninglow, opp Red Lion Inn 1703 1803 Horninglow, adj Morley’s Hill 1703 1803 Horninglow, opp Charnwood Road 1704 1804 Horninglow, adj Dover Road 1705 1805 Outwoods, opp Ibstock Road 1706 1806 Outwoods, opp Norton Road 1708 1808 Queens Hospital, adj Graduate Medical 1710 1810 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Monday to Friday Coalville, Memorial Square (Stand 1) 1800 1910 Coalville, adj Snibston Discovery Park 1800 1910 Coalville, o/s Ravenstone Road 1801 1911 Coalville, adj Belmont Drive 1802 1912 Coalville, adj Swannington Road 1803 1913 Swannington, Hoo Ash (N-bound) 1803 1913 Swannington, Railway (N-bound) 1804 1914 Swannington, opp Spring Lane 1806 1916 Swannington, adj Burton Lane 1806 1916 Swannington, opp Manor Farm 1807 1917 Swannington, opp Jeffcoats Lane 1807 1917 Swannington, adj Windmill Hill 1808 1918 Swannington, Peggs Green Hail & Ride 1808 1918 (N-bound) Swannington, opp Nottingham Road 1808 1918 Coleorton, opp George Inn 1810 1920 Coleorton, adj The Moor 1811 1921 Coleorton, adj School 1812 1922 Coleorton, Loughborough Road (N-bound) 1812 1922 Coleorton, opp The Cedars 1813 1923 Ashby-de-la-Zouch, adj Birch Road 1817 1927 Ashby-de-la-Zouch, adj School 1818 1928 Ashby-de-la-Zouch, opp North Street 1819 1929 Ashby-de-la-Zouch, adj Market Street 1820 1930 Ashby-de-la-Zouch, o/s Council Offices 1820 1930 Ashby-de-la-Zouch, o/s Cemetery 1821 1931 Ashby-de-la-Zouch, opp Highfields Close 1821 1931 Ashby-de-la-Zouch, opp Abbey Drive 1822 1932 Ashby-de-la-Zouch, opp Whitehouse Farm 1822 1932 Ashby-de-la-Zouch, o/s Blackberry Cottge 1823 1933 Norris Hill, opp Dorset Drive 1825 1935 Norris Hill, opp Woodlands Way 1826 1936 Blackfordby, opp Main Street 1829 1939 Boundary, adj Heath Lane 1832 1941 Boundary, opp Greyhound 1833 1942 Woodville, opp Beech Drive 1834 1943 Woodville, opp Millfield Street 1835 1943 Woodville, adj Butt Lane 1836 1944 Woodville, opp Station Road 1837 1945 Woodville, opp Blacksmiths Lane 1837 1945 Woodville, Toll Gate (W-bound) 1838 1946 Woodville, opp Frederick Street 1839 1946 Woodville, adj Woodhouse Street 1840 1947 Swadlincote, adj Ski Centre 1841 1948 Swadlincote, Civic Way (NW-bound) 1843 1949 Swadlincote, adj Bus Station ARR 1844 1950 Swadlincote, adj Bus Station DEP 1844 1950 2045 2145 2245 Swadlincote, Darklands Road (N-bound) 1844 1950 2045 2145 2245 Swadlincote, opp Catholic Club 1845 1951 2046 2146 2246 Swadlincote, Boardmans Hill (NW-bound) 1845 1951 2046 2146 2246 Newhall, adj Royal Oak 1846 1951 2046 2146 2246 Newhall, opp Abbotts Road 1846 1952 2047 2147 2247 Newhall, opp George Inn 1846 1952 2047 2147 2247 Newhall, opp Hill Street 1847 1952 2047 2147 2247 Newhall, adj Village Hall 1847 1953 2048 2148 2248 Newhall, adj Thorn Tree 1847 1953 2048 2148 2248 Newhall, adj Wood Lane Top 1848 1954 2049 2149 2249 Stanhope Bretby, adj Chesterfield Arms 1849 1954 2049 2149 2249 Stanhope Bretby, adj Business Park 1849 1954 2049 2149 2249 Stanhope Bretby, adj Stanhope Arms 1850 1955 2050 2150 2250 Stanhope Bretby, opp 25 Ashby Road East 1852 1957 2052 2152 2252 Brizlincote, adj Beaufort Road Top 1853 1958 2053 2153 2253 Brizlincote, adj Tower Road 1854 1959 2054 2154 2254 Winshill, adj Burton Tennis and Squash 1856 2001 2056 2156 2256 Club Winshill, opp Mervyn Road 1857 2002 2057 2157 2257 Winshill, adj Hamilton Road 1858 2003 2058 2158 2258 Burton upon Trent, adj Bargates 1902 2007 2102 2202 2302 Burton upon Trent, opp Spot on Snooker 1903 2008 2103 2203 2303 Burton upon Trent, adj Octagon Centre 1905 2010 2105 2205 2305 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Ashby-de-la-Zouch, adj Market Street 0710 Ashby-de-la-Zouch, o/s Council Offices 0710 Ashby-de-la-Zouch, o/s Cemetery 0711 Ashby-de-la-Zouch, opp Highfields Close 0711 Ashby-de-la-Zouch, opp Abbey Drive 0712 Ashby-de-la-Zouch, opp Whitehouse Farm 0712 Ashby-de-la-Zouch, o/s Blackberry Cottge 0713 Norris Hill, opp Dorset Drive 0715 Norris Hill, opp Woodlands Way 0716 Blackfordby, opp Main Street 0719 Boundary, adj Heath Lane 0722 Boundary, opp Greyhound 0723 Woodville, opp Beech Drive 0724 Woodville, opp Millfield Street 0725 Woodville, adj Butt Lane 0726 Woodville, opp Station Road 0727 Woodville, opp Blacksmiths Lane 0727 Woodville, Toll Gate (W-bound) 0728 Woodville, opp Frederick Street 0729 Woodville, adj Woodhouse Street 0730 Swadlincote, adj Ski Centre 0731 Swadlincote, Civic Way (NW-bound) 0733 Swadlincote, adj Bus Station ARR 0734 Swadlincote, adj Bus Station DEP 0734 Swadlincote, Darklands Road (N-bound) 0734 Swadlincote, opp Catholic Club 0735 Swadlincote, Boardmans Hill (NW-bound) 0735 Newhall, adj Royal Oak 0736 Newhall, opp Abbotts Road 0736 Newhall, opp George Inn 0736 Newhall, opp Hill Street 0737 Newhall, adj Village Hall 0737 Newhall, adj Thorn Tree 0737 Newhall, adj Wood Lane Top 0738 Stanhope Bretby, adj Chesterfield Arms 0739 Stanhope Bretby, adj Business Park 0739 Stanhope Bretby, adj Stanhope Arms 0740 Stanhope Bretby, opp 25 Ashby Road East 0742 Brizlincote, adj Beaufort Road Top 0743 Brizlincote, adj Tower Road 0744 Winshill, adj Burton Tennis and Squash 0746 Club Winshill, opp Mervyn Road 0747 Winshill, adj Hamilton Road 0748 Burton upon Trent, adj Bargates 0752 Burton upon Trent, opp Spot on Snooker 0753 Burton upon Trent, adj Octagon Centre 0755 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Ashby-de-la-Zouch, adj Market Street 0905 Ashby-de-la-Zouch, adj Hill Street 0905 Ashby-de-la-Zouch, opp The Beeches 0906 Ashby-de-la-Zouch, adj Prestop Park 0907 Ashby-de-la-Zouch, opp Ingles Hill Farm 0907 Ashby-de-la-Zouch, opp Anwell Lane Hail 0909 & Ride Boundary, opp Ivanhoe Store 0909 Boundary, adj Heath Lane 0910 Boundary, opp Greyhound 0911 Woodville, opp Beech Drive 0911 Woodville, opp Millfield Street 0912 Woodville, adj Butt Lane 0912 Woodville, opp Station Road 0913 Woodville, opp Blacksmiths Lane 0913 Woodville, opp Toll Gate 0744 0914 Woodville, opp Cricket Ground 0744 0914 Woodville, opp Granville Community 0745 0916 School Midway, opp Lincoln Way 0746 0916 Midway, opp Dunsmore Way 0746 0918 Midway, opp Masons Arms 0747 0919 Midway, opp Midway Road Top 0747 0919 Midway, opp Mill Close 0748 0920 Midway, opp Railway Inn 0748 0921 Swadlincote, opp Belmont Primary School 0749 0921 Swadlincote, adj Church 0750 0922 Swadlincote, Civic Way (NW-bound) 0750 0922 Swadlincote, adj Bus Station ARR 0751 0924 Swadlincote, adj Bus Station DEP 0755 0930 Swadlincote, Darklands Road (N-bound) 0755 0930 Swadlincote, opp Catholic Club 0756 0931 Swadlincote, Boardmans Hill (NW-bound) 0757 0931 Newhall, adj Royal Oak 0757 0932 Newhall, opp Abbotts Road 0758 0932 Newhall, opp George Inn 0758 0932 Newhall, opp Hill Street 0759 0932 Newhall, adj Village Hall 0759 0933 Newhall, adj Thorn Tree 0800 0933 Newhall, adj Wood Lane Top 0801 0934 Stanhope Bretby, adj Chesterfield Arms 0802 0935 Stanhope Bretby, adj Business Park 0802 0935 Stanhope Bretby, adj Stanhope Arms 0804 0936 Stanhope Bretby, opp 25 Ashby Road East 0806 0937 Brizlincote, adj Beaufort Road Top 0807 0938 Brizlincote, adj Latham Close 0808 0939 Brizlincote, adj Hargate Road 0808 0939 Brizlincote, adj Dalton Avenue 0808 0940 Brizlincote, adj Winchcombe Drive 0809 0941 Brizlincote, opp Septon Close 0809 0941 Brizlincote, adj 14 Springfield Villas 0810 0942 Stapenhill, adj Foxglove Avenue 0811 0943 Stapenhill, opp Greenvale Close 0811 0944 Stapenhill, opp Woods Lane 0812 0945 Stapenhill, adj Main Street 0812 0946 Burton upon Trent, opp Bond Street 0814 0949 Burton upon Trent, New Street ARR 0815 0950 (Stand 4) Burton upon Trent, New Street (Stand DEP 0832 0952 4) Burton upon Trent, adj Sainsbury’s Store 0832 0952 Burton upon Trent, adj Devonshire Arms 0834 0954 Burton upon Trent, adj Railway Station 0835 0955 Shobnall, adj Borough Road 0835 0955 Shobnall, adj Casey Lane 0836 0956 Shobnall, adj Albert Street 0837 0957 Outwoods, adj No. 153 0838 0958 Outwoods, adj The Carousels 0838 0958 Horninglow, adj Victoria Crescent 0839 0959 Horninglow, adj The Navigation 0840 1000 Horninglow, opp Hevea Road 0841 1001 Horninglow, opp The New Inn 0841 1001 Horninglow, opp Harper Avenue 0842 1002 Horninglow, opp Red Lion Inn 0843 1003 Horninglow, adj Morley’s Hill 0843 1003 Horninglow, opp Charnwood Road 0844 1004 Horninglow, adj Dover Road 0845 1005 Outwoods, opp Ibstock Road 0846 1006 Outwoods, opp Norton Road 0848 1008 Queens Hospital, adj Graduate Medical 0850 1010 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Coalville, Memorial Square (Stand 1) 0850 Coalville, adj Snibston Discovery Park 0850 Coalville, o/s Ravenstone Road 0851 Coalville, adj Belmont Drive 0852 Coalville, adj Swannington Road 0853 Swannington, Hoo Ash (N-bound) 0853 Swannington, Railway (N-bound) 0854 Swannington, opp Spring Lane 0856 Swannington, adj Burton Lane 0856 Swannington, opp Manor Farm 0857 Swannington, opp Jeffcoats Lane 0857 Swannington, adj Windmill Hill 0858 Swannington, Peggs Green Hail & Ride 0858 (N-bound) Swannington, opp Nottingham Road 0858 Coleorton, opp George Inn 0900 Coleorton, adj The Moor 0901 Coleorton, adj School 0902 Coleorton, Loughborough Road (N-bound) 0902 Coleorton, opp The Cedars 0903 Ashby-de-la-Zouch, adj Birch Road 0907 Ashby-de-la-Zouch, adj School 0908 Ashby-de-la-Zouch, opp North Street 0909 Ashby-de-la-Zouch, adj Market Street 0910 Ashby-de-la-Zouch, o/s Council Offices 0910 Ashby-de-la-Zouch, o/s Cemetery 0911 Ashby-de-la-Zouch, opp Highfields Close 0911 Ashby-de-la-Zouch, opp Abbey Drive 0912 Ashby-de-la-Zouch, opp Whitehouse Farm 0912 Ashby-de-la-Zouch, o/s Blackberry Cottge 0913 Norris Hill, opp Dorset Drive 0915 Norris Hill, opp Woodlands Way 0916 Blackfordby, opp Main Street 0919 Boundary, adj Heath Lane 0922 Boundary, opp Greyhound 0923 Woodville, opp Beech Drive 0924 Woodville, opp Millfield Street 0925 Woodville, adj Butt Lane 0926 Woodville, opp Station Road 0927 Woodville, opp Blacksmiths Lane 0927 Woodville, Toll Gate (W-bound) 0928 Woodville, opp Frederick Street 0929 Woodville, adj Woodhouse Street 0930 Swadlincote, adj Ski Centre 0931 Swadlincote, Civic Way (NW-bound) 0933 Swadlincote, adj Bus Station ARR 0934 Swadlincote, adj Bus Station DEP 0934 Swadlincote, Darklands Road (N-bound) 0934 Swadlincote, opp Catholic Club 0935 Swadlincote, Boardmans Hill (NW-bound) 0935 Newhall, adj Royal Oak 0936 Newhall, opp Abbotts Road 0936 Newhall, opp George Inn 0936 Newhall, opp Hill Street 0937 Newhall, adj Village Hall 0937 Newhall, adj Thorn Tree 0937 Newhall, adj Wood Lane Top 0938 Stanhope Bretby, adj Chesterfield Arms 0939 Stanhope Bretby, adj Business Park 0939 Stanhope Bretby, adj Stanhope Arms 0940 Stanhope Bretby, opp 25 Ashby Road East 0942 Brizlincote, adj Beaufort Road Top 0943 Brizlincote, adj Tower Road 0944 Winshill, adj Burton Tennis and Squash 0946 Club Winshill, opp Mervyn Road 0947 Winshill, adj Hamilton Road 0948 Burton upon Trent, adj Bargates 0952 Burton upon Trent, opp Spot on Snooker 0953 Burton upon Trent, adj Octagon Centre 0955 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Ashby-de-la-Zouch, adj Market Street 1005 Ashby-de-la-Zouch, adj Hill Street 1005 Ashby-de-la-Zouch, opp The Beeches 1006 Ashby-de-la-Zouch, adj Prestop Park 1007 Ashby-de-la-Zouch, opp Ingles Hill Farm 1007 Ashby-de-la-Zouch, opp Anwell Lane Hail 1009 & Ride Boundary, opp Ivanhoe Store 1009 Boundary, adj Heath Lane 1010 Boundary, opp Greyhound 1011 Woodville, opp Beech Drive 1011 Woodville, opp Millfield Street 1012 Woodville, adj Butt Lane 1012 Woodville, opp Station Road 1013 Woodville, opp Blacksmiths Lane 1013 Woodville, opp Toll Gate 1014 Woodville, opp Cricket Ground 1014 Woodville, opp Granville Community 1016 School Midway, opp Lincoln Way 1016 Midway, opp Dunsmore Way 1018 Midway, opp Masons Arms 1019 Midway, opp Midway Road Top 1019 Midway, opp Mill Close 1020 Midway, opp Railway Inn 1021 Swadlincote, opp Belmont Primary School 1021 Swadlincote, adj Church 1022 Swadlincote, Civic Way (NW-bound) 1022 Swadlincote, adj Bus Station ARR 1024 Swadlincote, adj Bus Station DEP 1030 Swadlincote, Darklands Road (N-bound) 1030 Swadlincote, opp Catholic Club 1031 Swadlincote, Boardmans Hill (NW-bound) 1031 Newhall, adj Royal Oak 1032 Newhall, opp Abbotts Road 1032 Newhall, opp George Inn 1032 Newhall, opp Hill Street 1032 Newhall, adj Village Hall 1033 Newhall, adj Thorn Tree 1033 Newhall, adj Wood Lane Top 1034 Stanhope Bretby, adj Chesterfield Arms 1035 Stanhope Bretby, adj Business Park 1035 Stanhope Bretby, adj Stanhope Arms 1036 Stanhope Bretby, opp 25 Ashby Road East 1037 Brizlincote, adj Beaufort Road Top 1038 Brizlincote, adj Latham Close 1039 Brizlincote, adj Hargate Road 1039 Brizlincote, adj Dalton Avenue 1040 Brizlincote, adj Winchcombe Drive 1041 Brizlincote, opp Septon Close 1041 Brizlincote, adj 14 Springfield Villas 1042 Stapenhill, adj Foxglove Avenue 1043 Stapenhill, opp Greenvale Close 1044 Stapenhill, opp Woods Lane 1045 Stapenhill, adj Main Street 1046 Burton upon Trent, opp Bond Street 1049 Burton upon Trent, New Street ARR 1050 (Stand 4) Burton upon Trent, New Street (Stand DEP 1052 4) Burton upon Trent, adj Sainsbury’s Store 1052 Burton upon Trent, adj Devonshire Arms 1054 Burton upon Trent, adj Railway Station 1055 Shobnall, adj Borough Road 1055 Shobnall, adj Casey Lane 1056 Shobnall, adj Albert Street 1057 Outwoods, adj No. 153 1058 Outwoods, adj The Carousels 1058 Horninglow, adj Victoria Crescent 1059 Horninglow, adj The Navigation 1100 Horninglow, opp Hevea Road 1101 Horninglow, opp The New Inn 1101 Horninglow, opp Harper Avenue 1102 Horninglow, opp Red Lion Inn 1103 Horninglow, adj Morley’s Hill 1103 Horninglow, opp Charnwood Road 1104 Horninglow, adj Dover Road 1105 Outwoods, opp Ibstock Road 1106 Outwoods, opp Norton Road 1108 Queens Hospital, adj Graduate Medical 1110 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Coalville, Memorial Square (Stand 1) 0950 Coalville, adj Snibston Discovery Park 0950 Coalville, o/s Ravenstone Road 0951 Coalville, adj Belmont Drive 0952 Coalville, adj Swannington Road 0953 Swannington, Hoo Ash (N-bound) 0953 Swannington, Railway (N-bound) 0954 Swannington, opp Spring Lane 0956 Swannington, adj Burton Lane 0956 Swannington, opp Manor Farm 0957 Swannington, opp Jeffcoats Lane 0957 Swannington, adj Windmill Hill 0958 Swannington, Peggs Green Hail & Ride 0958 (N-bound) Swannington, opp Nottingham Road 0958 Coleorton, opp George Inn 1000 Coleorton, adj The Moor 1001 Coleorton, adj School 1002 Coleorton, Loughborough Road (N-bound) 1002 Coleorton, opp The Cedars 1003 Ashby-de-la-Zouch, adj Birch Road 1007 Ashby-de-la-Zouch, adj School 1008 Ashby-de-la-Zouch, opp North Street 1009 Ashby-de-la-Zouch, adj Market Street 1010 Ashby-de-la-Zouch, o/s Council Offices 1010 Ashby-de-la-Zouch, o/s Cemetery 1011 Ashby-de-la-Zouch, opp Highfields Close 1011 Ashby-de-la-Zouch, opp Abbey Drive 1012 Ashby-de-la-Zouch, opp Whitehouse Farm 1012 Ashby-de-la-Zouch, o/s Blackberry Cottge 1013 Norris Hill, opp Dorset Drive 1015 Norris Hill, opp Woodlands Way 1016 Blackfordby, opp Main Street 1019 Boundary, adj Heath Lane 1022 Boundary, opp Greyhound 1023 Woodville, opp Beech Drive 1024 Woodville, opp Millfield Street 1025 Woodville, adj Butt Lane 1026 Woodville, opp Station Road 1027 Woodville, opp Blacksmiths Lane 1027 Woodville, Toll Gate (W-bound) 1028 Woodville, opp Frederick Street 1029 Woodville, adj Woodhouse Street 1030 Swadlincote, adj Ski Centre 1031 Swadlincote, Civic Way (NW-bound) 1033 Swadlincote, adj Bus Station ARR 1034 Swadlincote, adj Bus Station DEP 1034 Swadlincote, Darklands Road (N-bound) 1034 Swadlincote, opp Catholic Club 1035 Swadlincote, Boardmans Hill (NW-bound) 1035 Newhall, adj Royal Oak 1036 Newhall, opp Abbotts Road 1036 Newhall, opp George Inn 1036 Newhall, opp Hill Street 1037 Newhall, adj Village Hall 1037 Newhall, adj Thorn Tree 1037 Newhall, adj Wood Lane Top 1038 Stanhope Bretby, adj Chesterfield Arms 1039 Stanhope Bretby, adj Business Park 1039 Stanhope Bretby, adj Stanhope Arms 1040 Stanhope Bretby, opp 25 Ashby Road East 1042 Brizlincote, adj Beaufort Road Top 1043 Brizlincote, adj Tower Road 1044 Winshill, adj Burton Tennis and Squash 1046 Club Winshill, opp Mervyn Road 1047 Winshill, adj Hamilton Road 1048 Burton upon Trent, adj Bargates 1052 Burton upon Trent, opp Spot on Snooker 1053 Burton upon Trent, adj Octagon Centre 1055 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Ashby-de-la-Zouch, adj Market Street 1110 Ashby-de-la-Zouch, adj Hill Street 1110 Ashby-de-la-Zouch, opp The Beeches 1111 Ashby-de-la-Zouch, adj Prestop Park 1112 Ashby-de-la-Zouch, opp Ingles Hill Farm 1112 Ashby-de-la-Zouch, opp Anwell Lane Hail 1114 & Ride Boundary, opp Ivanhoe Store 1114 Boundary, adj Heath Lane 1115 Boundary, opp Greyhound 1116 Woodville, opp Beech Drive 1116 Woodville, opp Millfield Street 1117 Woodville, adj Butt Lane 1117 Woodville, opp Station Road 1118 Woodville, opp Blacksmiths Lane 1118 Woodville, opp Toll Gate 1119 Woodville, opp Cricket Ground 1119 Woodville, opp Granville Community 1120 School Midway, opp Lincoln Way 1121 Midway, opp Dunsmore Way 1122 Midway, opp Masons Arms 1123 Midway, opp Midway Road Top 1123 Midway, opp Mill Close 1124 Midway, opp Railway Inn 1125 Swadlincote, opp Belmont Primary School 1126 Swadlincote, adj Church 1126 Swadlincote, Civic Way (NW-bound) 1127 Swadlincote, adj Bus Station ARR 1128 Swadlincote, adj Bus Station DEP 1130 Swadlincote, Darklands Road (N-bound) 1130 Swadlincote, opp Catholic Club 1131 Swadlincote, Boardmans Hill (NW-bound) 1131 Newhall, adj Royal Oak 1132 Newhall, opp Abbotts Road 1132 Newhall, opp George Inn 1132 Newhall, opp Hill Street 1132 Newhall, adj Village Hall 1133 Newhall, adj Thorn Tree 1133 Newhall, adj Wood Lane Top 1134 Stanhope Bretby, adj Chesterfield Arms 1135 Stanhope Bretby, adj Business Park 1135 Stanhope Bretby, adj Stanhope Arms 1136 Stanhope Bretby, opp 25 Ashby Road East 1137 Brizlincote, adj Beaufort Road Top 1138 Brizlincote, adj Latham Close 1139 Brizlincote, adj Hargate Road 1139 Brizlincote, adj Dalton Avenue 1140 Brizlincote, adj Winchcombe Drive 1141 Brizlincote, opp Septon Close 1141 Brizlincote, adj 14 Springfield Villas 1142 Stapenhill, adj Foxglove Avenue 1143 Stapenhill, opp Greenvale Close 1144 Stapenhill, opp Woods Lane 1145 Stapenhill, adj Main Street 1146 Burton upon Trent, opp Bond Street 1149 Burton upon Trent, New Street ARR 1150 (Stand 4) Burton upon Trent, New Street (Stand DEP 1152 4) Burton upon Trent, adj Sainsbury’s Store 1152 Burton upon Trent, adj Devonshire Arms 1154 Burton upon Trent, adj Railway Station 1155 Shobnall, adj Borough Road 1155 Shobnall, adj Casey Lane 1156 Shobnall, adj Albert Street 1157 Outwoods, adj No. 153 1158 Outwoods, adj The Carousels 1158 Horninglow, adj Victoria Crescent 1159 Horninglow, adj The Navigation 1200 Horninglow, opp Hevea Road 1201 Horninglow, opp The New Inn 1201 Horninglow, opp Harper Avenue 1202 Horninglow, opp Red Lion Inn 1203 Horninglow, adj Morley’s Hill 1203 Horninglow, opp Charnwood Road 1204 Horninglow, adj Dover Road 1205 Outwoods, opp Ibstock Road 1206 Outwoods, opp Norton Road 1208 Queens Hospital, adj Graduate Medical 1210 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Coalville, Memorial Square (Stand 1) 1050 Coalville, adj Snibston Discovery Park 1050 Coalville, o/s Ravenstone Road 1051 Coalville, adj Belmont Drive 1052 Coalville, adj Swannington Road 1053 Swannington, Hoo Ash (N-bound) 1053 Swannington, Railway (N-bound) 1054 Swannington, opp Spring Lane 1056 Swannington, adj Burton Lane 1056 Swannington, opp Manor Farm 1057 Swannington, opp Jeffcoats Lane 1057 Swannington, adj Windmill Hill 1058 Swannington, Peggs Green Hail & Ride 1058 (N-bound) Swannington, opp Nottingham Road 1058 Coleorton, opp George Inn 1100 Coleorton, adj The Moor 1101 Coleorton, adj School 1102 Coleorton, Loughborough Road (N-bound) 1102 Coleorton, opp The Cedars 1103 Ashby-de-la-Zouch, adj Birch Road 1107 Ashby-de-la-Zouch, adj School 1108 Ashby-de-la-Zouch, opp North Street 1109 Ashby-de-la-Zouch, adj Market Street 1110 Ashby-de-la-Zouch, o/s Council Offices 1110 Ashby-de-la-Zouch, o/s Cemetery 1111 Ashby-de-la-Zouch, opp Highfields Close 1111 Ashby-de-la-Zouch, opp Abbey Drive 1112 Ashby-de-la-Zouch, opp Whitehouse Farm 1112 Ashby-de-la-Zouch, o/s Blackberry Cottge 1113 Norris Hill, opp Dorset Drive 1115 Norris Hill, opp Woodlands Way 1116 Blackfordby, opp Main Street 1119 Boundary, adj Heath Lane 1122 Boundary, opp Greyhound 1123 Woodville, opp Beech Drive 1124 Woodville, opp Millfield Street 1125 Woodville, adj Butt Lane 1126 Woodville, opp Station Road 1127 Woodville, opp Blacksmiths Lane 1127 Woodville, Toll Gate (W-bound) 1128 Woodville, opp Frederick Street 1129 Woodville, adj Woodhouse Street 1130 Swadlincote, adj Ski Centre 1131 Swadlincote, Civic Way (NW-bound) 1133 Swadlincote, adj Bus Station ARR 1134 Swadlincote, adj Bus Station DEP 1134 Swadlincote, Darklands Road (N-bound) 1134 Swadlincote, opp Catholic Club 1135 Swadlincote, Boardmans Hill (NW-bound) 1135 Newhall, adj Royal Oak 1136 Newhall, opp Abbotts Road 1136 Newhall, opp George Inn 1136 Newhall, opp Hill Street 1137 Newhall, adj Village Hall 1137 Newhall, adj Thorn Tree 1137 Newhall, adj Wood Lane Top 1138 Stanhope Bretby, adj Chesterfield Arms 1139 Stanhope Bretby, adj Business Park 1139 Stanhope Bretby, adj Stanhope Arms 1140 Stanhope Bretby, opp 25 Ashby Road East 1142 Brizlincote, adj Beaufort Road Top 1143 Brizlincote, adj Tower Road 1144 Winshill, adj Burton Tennis and Squash 1146 Club Winshill, opp Mervyn Road 1147 Winshill, adj Hamilton Road 1148 Burton upon Trent, adj Bargates 1152 Burton upon Trent, opp Spot on Snooker 1153 Burton upon Trent, adj Octagon Centre 1155 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Ashby-de-la-Zouch, adj Market Street 1210 1310 Ashby-de-la-Zouch, adj Hill Street 1210 1310 Ashby-de-la-Zouch, opp The Beeches 1211 1311 Ashby-de-la-Zouch, adj Prestop Park 1212 1312 Ashby-de-la-Zouch, opp Ingles Hill Farm 1212 1312 Ashby-de-la-Zouch, opp Anwell Lane Hail 1214 1314 & Ride Boundary, opp Ivanhoe Store 1214 1314 Boundary, adj Heath Lane 1215 1315 Boundary, opp Greyhound 1216 1316 Woodville, opp Beech Drive 1216 1316 Woodville, opp Millfield Street 1217 1317 Woodville, adj Butt Lane 1217 1317 Woodville, opp Station Road 1218 1318 Woodville, opp Blacksmiths Lane 1218 1318 Woodville, opp Toll Gate 1219 1319 Woodville, opp Cricket Ground 1219 1319 Woodville, opp Granville Community 1220 1320 School Midway, opp Lincoln Way 1221 1321 Midway, opp Dunsmore Way 1222 1322 Midway, opp Masons Arms 1223 1323 Midway, opp Midway Road Top 1223 1323 Midway, opp Mill Close 1224 1324 Midway, opp Railway Inn 1225 1325 Swadlincote, opp Belmont Primary School 1226 1326 Swadlincote, adj Church 1226 1326 Swadlincote, Civic Way (NW-bound) 1227 1327 Swadlincote, adj Bus Station ARR 1228 1328 Swadlincote, adj Bus Station DEP 1230 1330 Swadlincote, Darklands Road (N-bound) 1230 1330 Swadlincote, opp Catholic Club 1231 1331 Swadlincote, Boardmans Hill (NW-bound) 1231 1331 Newhall, adj Royal Oak 1232 1332 Newhall, opp Abbotts Road 1232 1332 Newhall, opp George Inn 1232 1332 Newhall, opp Hill Street 1232 1332 Newhall, adj Village Hall 1233 1333 Newhall, adj Thorn Tree 1233 1333 Newhall, adj Wood Lane Top 1234 1334 Stanhope Bretby, adj Chesterfield Arms 1235 1335 Stanhope Bretby, adj Business Park 1235 1335 Stanhope Bretby, adj Stanhope Arms 1236 1336 Stanhope Bretby, opp 25 Ashby Road East 1237 1337 Brizlincote, adj Beaufort Road Top 1238 1338 Brizlincote, adj Latham Close 1239 1339 Brizlincote, adj Hargate Road 1239 1339 Brizlincote, adj Dalton Avenue 1240 1340 Brizlincote, adj Winchcombe Drive 1241 1341 Brizlincote, opp Septon Close 1241 1341 Brizlincote, adj 14 Springfield Villas 1242 1342 Stapenhill, adj Foxglove Avenue 1243 1343 Stapenhill, opp Greenvale Close 1244 1344 Stapenhill, opp Woods Lane 1245 1345 Stapenhill, adj Main Street 1246 1346 Burton upon Trent, opp Bond Street 1249 1349 Burton upon Trent, New Street ARR 1250 1350 (Stand 4) Burton upon Trent, New Street (Stand DEP 1252 1352 4) Burton upon Trent, adj Sainsbury’s Store 1252 1352 Burton upon Trent, adj Devonshire Arms 1254 1354 Burton upon Trent, adj Railway Station 1255 1355 Shobnall, adj Borough Road 1255 1355 Shobnall, adj Casey Lane 1256 1356 Shobnall, adj Albert Street 1257 1357 Outwoods, adj No. 153 1258 1358 Outwoods, adj The Carousels 1258 1358 Horninglow, adj Victoria Crescent 1259 1359 Horninglow, adj The Navigation 1300 1400 Horninglow, opp Hevea Road 1301 1401 Horninglow, opp The New Inn 1301 1401 Horninglow, opp Harper Avenue 1302 1402 Horninglow, opp Red Lion Inn 1303 1403 Horninglow, adj Morley’s Hill 1303 1403 Horninglow, opp Charnwood Road 1304 1404 Horninglow, adj Dover Road 1305 1405 Outwoods, opp Ibstock Road 1306 1406 Outwoods, opp Norton Road 1308 1408 Queens Hospital, adj Graduate Medical 1310 1410 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Coalville, Memorial Square (Stand 1) 1250 Coalville, adj Snibston Discovery Park 1250 Coalville, o/s Ravenstone Road 1251 Coalville, adj Belmont Drive 1252 Coalville, adj Swannington Road 1253 Swannington, Hoo Ash (N-bound) 1253 Swannington, Railway (N-bound) 1254 Swannington, opp Spring Lane 1256 Swannington, adj Burton Lane 1256 Swannington, opp Manor Farm 1257 Swannington, opp Jeffcoats Lane 1257 Swannington, adj Windmill Hill 1258 Swannington, Peggs Green Hail & Ride 1258 (N-bound) Swannington, opp Nottingham Road 1258 Coleorton, opp George Inn 1300 Coleorton, adj The Moor 1301 Coleorton, adj School 1302 Coleorton, Loughborough Road (N-bound) 1302 Coleorton, opp The Cedars 1303 Ashby-de-la-Zouch, adj Birch Road 1307 Ashby-de-la-Zouch, adj School 1308 Ashby-de-la-Zouch, opp North Street 1309 Ashby-de-la-Zouch, adj Market Street 1310 Ashby-de-la-Zouch, o/s Council Offices 1310 Ashby-de-la-Zouch, o/s Cemetery 1311 Ashby-de-la-Zouch, opp Highfields Close 1311 Ashby-de-la-Zouch, opp Abbey Drive 1312 Ashby-de-la-Zouch, opp Whitehouse Farm 1312 Ashby-de-la-Zouch, o/s Blackberry Cottge 1313 Norris Hill, opp Dorset Drive 1315 Norris Hill, opp Woodlands Way 1316 Blackfordby, opp Main Street 1319 Boundary, adj Heath Lane 1322 Boundary, opp Greyhound 1323 Woodville, opp Beech Drive 1324 Woodville, opp Millfield Street 1325 Woodville, adj Butt Lane 1326 Woodville, opp Station Road 1327 Woodville, opp Blacksmiths Lane 1327 Woodville, Toll Gate (W-bound) 1328 Woodville, opp Frederick Street 1329 Woodville, adj Woodhouse Street 1330 Swadlincote, adj Ski Centre 1331 Swadlincote, Civic Way (NW-bound) 1333 Swadlincote, adj Bus Station ARR 1334 Swadlincote, adj Bus Station DEP 1334 Swadlincote, Darklands Road (N-bound) 1334 Swadlincote, opp Catholic Club 1335 Swadlincote, Boardmans Hill (NW-bound) 1335 Newhall, adj Royal Oak 1336 Newhall, opp Abbotts Road 1336 Newhall, opp George Inn 1336 Newhall, opp Hill Street 1337 Newhall, adj Village Hall 1337 Newhall, adj Thorn Tree 1337 Newhall, adj Wood Lane Top 1338 Stanhope Bretby, adj Chesterfield Arms 1339 Stanhope Bretby, adj Business Park 1339 Stanhope Bretby, adj Stanhope Arms 1340 Stanhope Bretby, opp 25 Ashby Road East 1342 Brizlincote, adj Beaufort Road Top 1343 Brizlincote, adj Tower Road 1344 Winshill, adj Burton Tennis and Squash 1346 Club Winshill, opp Mervyn Road 1347 Winshill, adj Hamilton Road 1348 Burton upon Trent, adj Bargates 1352 Burton upon Trent, opp Spot on Snooker 1353 Burton upon Trent, adj Octagon Centre 1355 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Ashby-de-la-Zouch, adj Market Street 1410 Ashby-de-la-Zouch, adj Hill Street 1410 Ashby-de-la-Zouch, opp The Beeches 1411 Ashby-de-la-Zouch, adj Prestop Park 1412 Ashby-de-la-Zouch, opp Ingles Hill Farm 1412 Ashby-de-la-Zouch, opp Anwell Lane Hail 1414 & Ride Boundary, opp Ivanhoe Store 1414 Boundary, adj Heath Lane 1415 Boundary, opp Greyhound 1416 Woodville, opp Beech Drive 1416 Woodville, opp Millfield Street 1417 Woodville, adj Butt Lane 1417 Woodville, opp Station Road 1418 Woodville, opp Blacksmiths Lane 1418 Woodville, opp Toll Gate 1419 Woodville, opp Cricket Ground 1419 Woodville, opp Granville Community 1420 School Midway, opp Lincoln Way 1421 Midway, opp Dunsmore Way 1422 Midway, opp Masons Arms 1423 Midway, opp Midway Road Top 1423 Midway, opp Mill Close 1424 Midway, opp Railway Inn 1425 Swadlincote, opp Belmont Primary School 1426 Swadlincote, adj Church 1426 Swadlincote, Civic Way (NW-bound) 1427 Swadlincote, adj Bus Station ARR 1428 Swadlincote, adj Bus Station DEP 1430 Swadlincote, Darklands Road (N-bound) 1430 Swadlincote, opp Catholic Club 1431 Swadlincote, Boardmans Hill (NW-bound) 1431 Newhall, adj Royal Oak 1432 Newhall, opp Abbotts Road 1432 Newhall, opp George Inn 1432 Newhall, opp Hill Street 1432 Newhall, adj Village Hall 1433 Newhall, adj Thorn Tree 1433 Newhall, adj Wood Lane Top 1434 Stanhope Bretby, adj Chesterfield Arms 1435 Stanhope Bretby, adj Business Park 1435 Stanhope Bretby, adj Stanhope Arms 1436 Stanhope Bretby, opp 25 Ashby Road East 1437 Brizlincote, adj Beaufort Road Top 1438 Brizlincote, adj Latham Close 1439 Brizlincote, adj Hargate Road 1439 Brizlincote, adj Dalton Avenue 1440 Brizlincote, adj Winchcombe Drive 1441 Brizlincote, opp Septon Close 1441 Brizlincote, adj 14 Springfield Villas 1442 Stapenhill, adj Foxglove Avenue 1443 Stapenhill, opp Greenvale Close 1444 Stapenhill, opp Woods Lane 1445 Stapenhill, adj Main Street 1446 Burton upon Trent, opp Bond Street 1449 Burton upon Trent, New Street ARR 1450 (Stand 4) Burton upon Trent, New Street (Stand DEP 1452 4) Burton upon Trent, adj Sainsbury’s Store 1452 Burton upon Trent, adj Devonshire Arms 1454 Burton upon Trent, adj Railway Station 1455 Shobnall, adj Borough Road 1455 Shobnall, adj Casey Lane 1456 Shobnall, adj Albert Street 1457 Outwoods, adj No. 153 1458 Outwoods, adj The Carousels 1458 Horninglow, adj Victoria Crescent 1459 Horninglow, adj The Navigation 1500 Horninglow, opp Hevea Road 1501 Horninglow, opp The New Inn 1501 Horninglow, opp Harper Avenue 1502 Horninglow, opp Red Lion Inn 1503 Horninglow, adj Morley’s Hill 1503 Horninglow, opp Charnwood Road 1504 Horninglow, adj Dover Road 1505 Outwoods, opp Ibstock Road 1506 Outwoods, opp Norton Road 1508 Queens Hospital, adj Graduate Medical 1510 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Coalville, Memorial Square (Stand 1) 1350 Coalville, adj Snibston Discovery Park 1350 Coalville, o/s Ravenstone Road 1351 Coalville, adj Belmont Drive 1352 Coalville, adj Swannington Road 1353 Swannington, Hoo Ash (N-bound) 1353 Swannington, Railway (N-bound) 1354 Swannington, opp Spring Lane 1356 Swannington, adj Burton Lane 1356 Swannington, opp Manor Farm 1357 Swannington, opp Jeffcoats Lane 1357 Swannington, adj Windmill Hill 1358 Swannington, Peggs Green Hail & Ride 1358 (N-bound) Swannington, opp Nottingham Road 1358 Coleorton, opp George Inn 1400 Coleorton, adj The Moor 1401 Coleorton, adj School 1402 Coleorton, Loughborough Road (N-bound) 1402 Coleorton, opp The Cedars 1403 Ashby-de-la-Zouch, adj Birch Road 1407 Ashby-de-la-Zouch, adj School 1408 Ashby-de-la-Zouch, opp North Street 1409 Ashby-de-la-Zouch, adj Market Street 1410 Ashby-de-la-Zouch, o/s Council Offices 1410 Ashby-de-la-Zouch, o/s Cemetery 1411 Ashby-de-la-Zouch, opp Highfields Close 1411 Ashby-de-la-Zouch, opp Abbey Drive 1412 Ashby-de-la-Zouch, opp Whitehouse Farm 1412 Ashby-de-la-Zouch, o/s Blackberry Cottge 1413 Norris Hill, opp Dorset Drive 1415 Norris Hill, opp Woodlands Way 1416 Blackfordby, opp Main Street 1419 Boundary, adj Heath Lane 1422 Boundary, opp Greyhound 1423 Woodville, opp Beech Drive 1424 Woodville, opp Millfield Street 1425 Woodville, adj Butt Lane 1426 Woodville, opp Station Road 1427 Woodville, opp Blacksmiths Lane 1427 Woodville, Toll Gate (W-bound) 1428 Woodville, opp Frederick Street 1429 Woodville, adj Woodhouse Street 1430 Swadlincote, adj Ski Centre 1431 Swadlincote, Civic Way (NW-bound) 1433 Swadlincote, adj Bus Station ARR 1434 Swadlincote, adj Bus Station DEP 1434 Swadlincote, Darklands Road (N-bound) 1434 Swadlincote, opp Catholic Club 1435 Swadlincote, Boardmans Hill (NW-bound) 1435 Newhall, adj Royal Oak 1436 Newhall, opp Abbotts Road 1436 Newhall, opp George Inn 1436 Newhall, opp Hill Street 1437 Newhall, adj Village Hall 1437 Newhall, adj Thorn Tree 1437 Newhall, adj Wood Lane Top 1438 Stanhope Bretby, adj Chesterfield Arms 1439 Stanhope Bretby, adj Business Park 1439 Stanhope Bretby, adj Stanhope Arms 1440 Stanhope Bretby, opp 25 Ashby Road East 1442 Brizlincote, adj Beaufort Road Top 1443 Brizlincote, adj Tower Road 1444 Winshill, adj Burton Tennis and Squash 1446 Club Winshill, opp Mervyn Road 1447 Winshill, adj Hamilton Road 1448 Burton upon Trent, adj Bargates 1452 Burton upon Trent, opp Spot on Snooker 1453 Burton upon Trent, adj Octagon Centre 1455 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Ashby-de-la-Zouch, adj Market Street 1510 Ashby-de-la-Zouch, adj Hill Street 1510 Ashby-de-la-Zouch, opp The Beeches 1511 Ashby-de-la-Zouch, adj Prestop Park 1512 Ashby-de-la-Zouch, opp Ingles Hill Farm 1512 Ashby-de-la-Zouch, opp Anwell Lane Hail 1514 & Ride Boundary, opp Ivanhoe Store 1514 Boundary, adj Heath Lane 1515 Boundary, opp Greyhound 1516 Woodville, opp Beech Drive 1516 Woodville, opp Millfield Street 1517 Woodville, adj Butt Lane 1517 Woodville, opp Station Road 1518 Woodville, opp Blacksmiths Lane 1518 Woodville, opp Toll Gate 1519 Woodville, opp Cricket Ground 1519 Woodville, opp Granville Community 1520 School Midway, opp Lincoln Way 1521 Midway, opp Dunsmore Way 1522 Midway, opp Masons Arms 1523 Midway, opp Midway Road Top 1523 Midway, opp Mill Close 1524 Midway, opp Railway Inn 1525 Swadlincote, opp Belmont Primary School 1526 Swadlincote, adj Church 1526 Swadlincote, Civic Way (NW-bound) 1527 Swadlincote, adj Bus Station ARR 1528 Swadlincote, adj Bus Station DEP 1530 Swadlincote, Darklands Road (N-bound) 1530 Swadlincote, opp Catholic Club 1531 Swadlincote, Boardmans Hill (NW-bound) 1531 Newhall, adj Royal Oak 1532 Newhall, opp Abbotts Road 1532 Newhall, opp George Inn 1532 Newhall, opp Hill Street 1532 Newhall, adj Village Hall 1533 Newhall, adj Thorn Tree 1533 Newhall, adj Wood Lane Top 1534 Stanhope Bretby, adj Chesterfield Arms 1535 Stanhope Bretby, adj Business Park 1535 Stanhope Bretby, adj Stanhope Arms 1536 Stanhope Bretby, opp 25 Ashby Road East 1537 Brizlincote, adj Beaufort Road Top 1538 Brizlincote, adj Latham Close 1539 Brizlincote, adj Hargate Road 1539 Brizlincote, adj Dalton Avenue 1540 Brizlincote, adj Winchcombe Drive 1541 Brizlincote, opp Septon Close 1541 Brizlincote, adj 14 Springfield Villas 1542 Stapenhill, adj Foxglove Avenue 1543 Stapenhill, opp Greenvale Close 1544 Stapenhill, opp Woods Lane 1545 Stapenhill, adj Main Street 1546 Burton upon Trent, opp Bond Street 1549 Burton upon Trent, New Street ARR 1550 (Stand 4) Burton upon Trent, New Street (Stand DEP 1552 4) Burton upon Trent, adj Sainsbury’s Store 1552 Burton upon Trent, adj Devonshire Arms 1554 Burton upon Trent, adj Railway Station 1555 Shobnall, adj Borough Road 1555 Shobnall, adj Casey Lane 1556 Shobnall, adj Albert Street 1557 Outwoods, adj No. 153 1558 Outwoods, adj The Carousels 1558 Horninglow, adj Victoria Crescent 1559 Horninglow, adj The Navigation 1600 Horninglow, opp Hevea Road 1601 Horninglow, opp The New Inn 1601 Horninglow, opp Harper Avenue 1602 Horninglow, opp Red Lion Inn 1603 Horninglow, adj Morley’s Hill 1603 Horninglow, opp Charnwood Road 1604 Horninglow, adj Dover Road 1605 Outwoods, opp Ibstock Road 1606 Outwoods, opp Norton Road 1608 Queens Hospital, adj Graduate Medical 1610 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Coalville, Memorial Square (Stand 1) 1450 Coalville, adj Snibston Discovery Park 1450 Coalville, o/s Ravenstone Road 1451 Coalville, adj Belmont Drive 1452 Coalville, adj Swannington Road 1453 Swannington, Hoo Ash (N-bound) 1453 Swannington, Railway (N-bound) 1454 Swannington, opp Spring Lane 1456 Swannington, adj Burton Lane 1456 Swannington, opp Manor Farm 1457 Swannington, opp Jeffcoats Lane 1457 Swannington, adj Windmill Hill 1458 Swannington, Peggs Green Hail & Ride 1458 (N-bound) Swannington, opp Nottingham Road 1458 Coleorton, opp George Inn 1500 Coleorton, adj The Moor 1501 Coleorton, adj School 1502 Coleorton, Loughborough Road (N-bound) 1502 Coleorton, opp The Cedars 1503 Ashby-de-la-Zouch, adj Birch Road 1507 Ashby-de-la-Zouch, adj School 1508 Ashby-de-la-Zouch, opp North Street 1509 Ashby-de-la-Zouch, adj Market Street 1510 Ashby-de-la-Zouch, o/s Council Offices 1510 Ashby-de-la-Zouch, o/s Cemetery 1511 Ashby-de-la-Zouch, opp Highfields Close 1511 Ashby-de-la-Zouch, opp Abbey Drive 1512 Ashby-de-la-Zouch, opp Whitehouse Farm 1512 Ashby-de-la-Zouch, o/s Blackberry Cottge 1513 Norris Hill, opp Dorset Drive 1515 Norris Hill, opp Woodlands Way 1516 Blackfordby, opp Main Street 1519 Boundary, adj Heath Lane 1522 Boundary, opp Greyhound 1523 Woodville, opp Beech Drive 1524 Woodville, opp Millfield Street 1525 Woodville, adj Butt Lane 1526 Woodville, opp Station Road 1527 Woodville, opp Blacksmiths Lane 1527 Woodville, Toll Gate (W-bound) 1528 Woodville, opp Frederick Street 1529 Woodville, adj Woodhouse Street 1530 Swadlincote, adj Ski Centre 1531 Swadlincote, Civic Way (NW-bound) 1533 Swadlincote, adj Bus Station ARR 1534 Swadlincote, adj Bus Station DEP 1534 Swadlincote, Darklands Road (N-bound) 1534 Swadlincote, opp Catholic Club 1535 Swadlincote, Boardmans Hill (NW-bound) 1535 Newhall, adj Royal Oak 1536 Newhall, opp Abbotts Road 1536 Newhall, opp George Inn 1536 Newhall, opp Hill Street 1537 Newhall, adj Village Hall 1537 Newhall, adj Thorn Tree 1537 Newhall, adj Wood Lane Top 1538 Stanhope Bretby, adj Chesterfield Arms 1539 Stanhope Bretby, adj Business Park 1539 Stanhope Bretby, adj Stanhope Arms 1540 Stanhope Bretby, opp 25 Ashby Road East 1542 Brizlincote, adj Beaufort Road Top 1543 Brizlincote, adj Tower Road 1544 Winshill, adj Burton Tennis and Squash 1546 Club Winshill, opp Mervyn Road 1547 Winshill, adj Hamilton Road 1548 Burton upon Trent, adj Bargates 1552 Burton upon Trent, opp Spot on Snooker 1553 Burton upon Trent, adj Octagon Centre 1555 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Saturday Ashby-de-la-Zouch, adj Market Street 1610 1710 1810 Ashby-de-la-Zouch, adj Hill Street 1610 1710 1810 Ashby-de-la-Zouch, opp The Beeches 1611 1711 1811 Ashby-de-la-Zouch, adj Prestop Park 1612 1712 1812 Ashby-de-la-Zouch, opp Ingles Hill Farm 1612 1712 1812 Ashby-de-la-Zouch, opp Anwell Lane Hail 1614 1714 1814 & Ride Boundary, opp Ivanhoe Store 1614 1714 1814 Boundary, adj Heath Lane 1615 1715 1815 Boundary, opp Greyhound 1616 1716 1816 Woodville, opp Beech Drive 1616 1716 1816 Woodville, opp Millfield Street 1617 1717 1817 Woodville, adj Butt Lane 1617 1717 1817 Woodville, opp Station Road 1618 1718 1818 Woodville, opp Blacksmiths Lane 1618 1718 1818 Woodville, opp Toll Gate 1619 1719 1819 Woodville, opp Cricket Ground 1619 1719 1819 Woodville, opp Granville Community 1620 1720 1820 School Midway, opp Lincoln Way 1621 1721 1821 Midway, opp Dunsmore Way 1622 1722 1822 Midway, opp Masons Arms 1623 1723 1823 Midway, opp Midway Road Top 1623 1723 1823 Midway, opp Mill Close 1624 1724 1824 Midway, opp Railway Inn 1625 1725 1825 Swadlincote, opp Belmont Primary School 1626 1726 1826 Swadlincote, adj Church 1626 1726 1826 Swadlincote, Civic Way (NW-bound) 1627 1727 1827 Swadlincote, adj Bus Station ARR 1628 1728 1828 Swadlincote, adj Bus Station DEP 1630 1730 1830 Swadlincote, Darklands Road (N-bound) 1630 1730 1830 Swadlincote, opp Catholic Club 1631 1731 1831 Swadlincote, Boardmans Hill (NW-bound) 1631 1731 1831 Newhall, adj Royal Oak 1632 1732 1832 Newhall, opp Abbotts Road 1632 1732 1832 Newhall, opp George Inn 1632 1732 1832 Newhall, opp Hill Street 1632 1732 1832 Newhall, adj Village Hall 1633 1733 1833 Newhall, adj Thorn Tree 1633 1733 1833 Newhall, adj Wood Lane Top 1634 1734 1834 Stanhope Bretby, adj Chesterfield Arms 1635 1735 1835 Stanhope Bretby, adj Business Park 1635 1735 1835 Stanhope Bretby, adj Stanhope Arms 1636 1736 1836 Stanhope Bretby, opp 25 Ashby Road East 1637 1737 1837 Brizlincote, adj Beaufort Road Top 1638 1738 1838 Brizlincote, adj Latham Close 1639 1739 1839 Brizlincote, adj Hargate Road 1639 1739 1839 Brizlincote, adj Dalton Avenue 1640 1740 1840 Brizlincote, adj Winchcombe Drive 1641 1741 1841 Brizlincote, opp Septon Close 1641 1741 1841 Brizlincote, adj 14 Springfield Villas 1642 1742 1842 Stapenhill, adj Foxglove Avenue 1643 1743 1843 Stapenhill, opp Greenvale Close 1644 1744 1844 Stapenhill, opp Woods Lane 1645 1745 1845 Stapenhill, adj Main Street 1646 1746 1846 Burton upon Trent, opp Bond Street 1649 1749 1849 Burton upon Trent, New Street ARR 1650 1750 1850 (Stand 4) Burton upon Trent, New Street (Stand DEP 1652 4) Burton upon Trent, adj Sainsbury’s Store 1652 Burton upon Trent, adj Devonshire Arms 1654 Burton upon Trent, adj Railway Station 1655 Shobnall, adj Borough Road 1655 Shobnall, adj Casey Lane 1656 Shobnall, adj Albert Street 1657 Outwoods, adj No. 153 1658 Outwoods, adj The Carousels 1658 Horninglow, adj Victoria Crescent 1659 Horninglow, adj The Navigation 1700 Horninglow, opp Hevea Road 1701 Horninglow, opp The New Inn 1701 Horninglow, opp Harper Avenue 1702 Horninglow, opp Red Lion Inn 1703 Horninglow, adj Morley’s Hill 1703 Horninglow, opp Charnwood Road 1704 Horninglow, adj Dover Road 1705 Outwoods, opp Ibstock Road 1706 Outwoods, opp Norton Road 1708 Queens Hospital, adj Graduate Medical 1710 Centre Staffordshire County Council24/08/2012 1510 Route 9 is operated by Midland Classic Limited Saturday Coalville, Memorial Square (Stand 1) 1800 1910 Coalville, adj Snibston Discovery Park 1800 1910 Coalville, o/s Ravenstone Road 1801 1911 Coalville, adj Belmont Drive 1802 1912 Coalville, adj Swannington Road 1803 1913 Swannington, Hoo Ash (N-bound) 1803 1913 Swannington, Railway (N-bound) 1804 1914 Swannington, opp Spring Lane 1806 1916 Swannington, adj Burton Lane 1806 1916 Swannington, opp Manor Farm 1807 1917 Swannington, opp Jeffcoats Lane 1807 1917 Swannington, adj Windmill Hill 1808 1918 Swannington, Peggs Green Hail & Ride 1808 1918 (N-bound) Swannington, opp Nottingham Road 1808 1918 Coleorton, opp George Inn 1810 1920 Coleorton, adj The Moor 1811 1921 Coleorton, adj School 1812 1922 Coleorton, Loughborough Road (N-bound) 1812 1922 Coleorton, opp The Cedars 1813 1923 Ashby-de-la-Zouch, adj Birch Road 1817 1927 Ashby-de-la-Zouch, adj School 1818 1928 Ashby-de-la-Zouch, opp North Street 1819 1929 Ashby-de-la-Zouch, adj Market Street 1820 1930 Ashby-de-la-Zouch, o/s Council Offices 1820 1930 Ashby-de-la-Zouch, o/s Cemetery 1821 1931 Ashby-de-la-Zouch, opp Highfields Close 1821 1931 Ashby-de-la-Zouch, opp Abbey Drive 1822 1932 Ashby-de-la-Zouch, opp Whitehouse Farm 1822 1932 Ashby-de-la-Zouch, o/s Blackberry Cottge 1823 1933 Norris Hill, opp Dorset Drive 1825 1935 Norris Hill, opp Woodlands Way 1826 1936 Blackfordby, opp Main Street 1829 1939 Boundary, adj Heath Lane 1832 1941 Boundary, opp Greyhound 1833 1942 Woodville, opp Beech Drive 1834 1943 Woodville, opp Millfield Street 1835 1943 Woodville, adj Butt Lane 1836 1944 Woodville, opp Station Road 1837 1945 Woodville, opp Blacksmiths Lane 1837 1945 Woodville, Toll Gate (W-bound) 1838 1946 Woodville, opp Frederick Street 1839 1946 Woodville, adj Woodhouse Street 1840 1947 Swadlincote, adj Ski Centre 1841 1948 Swadlincote, Civic Way (NW-bound) 1843 1949 Swadlincote, adj Bus Station ARR 1844 1950 Swadlincote, adj Bus Station DEP 1844 1950 2145 2245 Swadlincote, Darklands Road (N-bound) 1844 1950 2145 2245 Swadlincote, opp Catholic Club 1845 1951 2146 2246 Swadlincote, Boardmans Hill (NW-bound) 1845 1951 2146 2246 Newhall, adj Royal Oak 1846 1951 2146 2246 Newhall, opp Abbotts Road 1846 1952 2147 2247 Newhall, opp George Inn 1846 1952 2147 2247 Newhall, opp Hill Street 1847 1952 2147 2247 Newhall, adj Village Hall 1847 1953 2148 2248 Newhall, adj Thorn Tree 1847 1953 2148 2248 Newhall, adj Wood Lane Top 1848 1954 2149 2249 Stanhope Bretby, adj Chesterfield Arms 1849 1954 2149 2249 Stanhope Bretby, adj Business Park 1849 1954 2149 2249 Stanhope Bretby, adj Stanhope Arms 1850 1955 2150 2250 Stanhope Bretby, opp 25 Ashby Road East 1852 1957 2152 2252 Brizlincote, adj Beaufort Road Top 1853 1958 2153 2253 Brizlincote, adj Tower Road 1854 1959 2154 2254 Winshill, adj Burton Tennis and Squash 1856 2001 2156 2256 Club Winshill, opp Mervyn Road 1857 2002 2157 2257 Winshill, adj Hamilton Road 1858 2003 2158 2258 Burton upon Trent, adj Bargates 1902 2007 2202 2302 Burton upon Trent, opp Spot on Snooker 1903 2008 2203 2303 Burton upon Trent, adj Octagon Centre 1905 2010 2205 2305 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd Sunday Coalville, Memorial Square (Stand 1) 1100 00 1900 Coalville, adj Snibston Discovery Park 1100 00 1900 Coalville, o/s Ravenstone Road 1101 01 1901 Coalville, adj Belmont Drive 1102 02 1902 Coalville, adj Swannington Road 1102 02 1902 Swannington, Hoo Ash (N-bound) 1103 03 1903 Swannington, Railway (N-bound) 1103 03 1903 Swannington, opp Spring Lane 1105 05 1905 Swannington, adj Burton Lane 1105 05 1905 Swannington, opp Manor Farm 1106 06 1906 Swannington, opp Jeffcoats Lane 1106 06 1906 Swannington, adj Windmill Hill 1106 06 1906 Swannington, Peggs Green Hail & Ride 1107 07 1907 (N-bound) Swannington, opp Nottingham Road 1107 07 1907 Coleorton, opp George Inn 1108 08 1908 Coleorton, adj The Moor 1109 09 1909 Coleorton, adj School 1110 10 1910 Coleorton, Loughborough Road (N-bound) 1111 11 1911 Coleorton, opp The Cedars 1111 11 1911 Ashby-de-la-Zouch, adj Birch Road 1116 16 1916 Ashby-de-la-Zouch, adj School 1116 16 1916 Ashby-de-la-Zouch, opp North Street 1117 17 1917 Ashby-de-la-Zouch, adj Market Street 0918 1118 18 1918 Ashby-de-la-Zouch, o/s Council Offices 0918 1118 18 1918 Ashby-de-la-Zouch, o/s Cemetery 0919 1119 19 1919 Ashby-de-la-Zouch, opp Highfields Close 0919 1119 19 1919 Ashby-de-la-Zouch, opp Abbey Drive 0919 1119 19 1919 Ashby-de-la-Zouch, opp Whitehouse Farm 0920 1120 20 1920 Ashby-de-la-Zouch, o/s Blackberry Cottge 0920 1120 20 1920 Norris Hill, opp Dorset Drive 0922 1122 22 1922 Norris Hill, opp Woodlands Way 22 22 22 22 09 11 then 19 Blackfordby, opp Main Street 25 25 25 25 09 11 at 19 Boundary, adj Heath Lane 27 27 27 27 09 11 these 19 Boundary, opp Greyhound 28 28 28 28 09 11 mins until 19 Woodville, opp Beech Drive 28 28 28 28 09 11 past 19 Woodville, opp Millfield Street 29 29 29 29 09 11 each 19 Woodville, adj Butt Lane 30 30 30 30 09 11 hour 19 Woodville, opp Station Road 0930 1130 30 1930 Woodville, opp Blacksmiths Lane 0930 1130 30 1930 Woodville, Toll Gate (W-bound) 0931 1131 31 1931 Woodville, opp Frederick Street 0932 1132 32 1932 Woodville, adj Woodhouse Street 0932 1132 32 1932 Swadlincote, adj Ski Centre 0933 1133 33 1933 Swadlincote, Civic Way (NW-bound) 0934 1134 34 1934 Swadlincote, adj Bus Station ARR 0935 1135 35 1935 Swadlincote, adj Bus Station DEP 0935 1035 1135 35 1935 2035 2135 2235 Swadlincote, Darklands Road (N-bound) 0935 1035 1135 35 1935 2035 2135 2235 Swadlincote, opp Catholic Club 0936 1036 1136 36 1936 2036 2136 2236 Swadlincote, Boardmans Hill (NW-bound) 0936 1036 1136 36 1936 2036 2136 2236 Newhall, adj Royal Oak 0936 1036 1136 36 1936 2036 2136 2236 Newhall, opp Abbotts Road 0937 1037 1137 37 1937 2037 2137 2237 Newhall, opp George Inn 0937 1037 1137 37 1937 2037 2137 2237 Newhall, opp Hill Street 0937 1037 1137 37 1937 2037 2137 2237 Newhall, adj Village Hall 0938 1038 1138 38 1938 2038 2138 2238 Newhall, adj Thorn Tree 0938 1038 1138 38 1938 2038 2138 2238 Newhall, adj Wood Lane Top 0939 1039 1139 39 1939 2039 2139 2239 Stanhope Bretby, adj Chesterfield Arms 0939 1039 1139 39 1939 2039 2139 2239 Stanhope Bretby, adj Business Park 0939 1039 1139 39 1939 2039 2139 2239 Stanhope Bretby, adj Stanhope Arms 0940 1040 1140 40 1940 2040 2140 2240 Stanhope Bretby, opp 25 Ashby Road East 0942 1042 1142 42 1942 2042 2142 2242 Brizlincote, adj Beaufort Road Top 0943 1043 1143 43 1943 2043 2143 2243 Brizlincote, adj Tower Road 0944 1044 1144 44 1944 2044 2144 2244 Winshill, adj Burton Tennis and Squash 0946 1046 1146 46 1946 2046 2146 2246 Club Winshill, opp Mervyn Road 0947 1047 1147 47 1947 2047 2147 2247 Winshill, adj Hamilton Road 0948 1048 1148 48 1948 2048 2148 2248 Burton upon Trent, adj Bargates 0952 1052 1152 52 1952 2052 2152 2252 Burton upon Trent, opp Spot on Snooker 0953 1053 1153 53 1953 2053 2153 2253 Burton upon Trent, adj Octagon Centre 0955 1055 1155 55 1955 2055 2155 2255 Staffordshire County Council24/08/2012 1510 Route 9 is operated by Arriva Midlands Ltd 10 Burton - Rough Hay

Monday to Friday Day Restrictions: cs ct ct cs ct cs ct cs ct cs ct cs ct cs ct cs ct cs Beans Covert, adj Harcourt Road 1005 1205 1405 Beans Covert, adj Harwood Avenue 1005 1205 1405 Beans Covert, adj Cotswold Road 1005 1205 1405 Branston, adj Bridgford Avenue 1006 1206 1406 Branston, opp No 3 1006 1206 1406 Branston, adj Arnot Road 1007 1207 1407 Branston, opp Paget High School 1007 1207 1407 Branston, opp Oyster Close 1008 1208 1408 Beans Covert, adj Jephson Road 1008 1208 1408 Burton upon Trent, Branston Road 1009 1209 1409 (NW-bound) Burton upon Trent, opp South Broadway 1009 1209 1409 Street Burton upon Trent, opp South Oak Street 1010 1107 1210 1307 1410 Beans Covert, opp Anglesey Court 1010 1107 1210 1307 1410 Shobnall, adj Cambridge Street 1011 1108 1211 1308 1411 Shobnall, opp Walker Street 1012 1108 1212 1308 1412 Shobnall, opp Beech Street 1012 1108 1212 1308 1412 Burton upon Trent, adj Anglesey Primary 1013 1109 1213 1309 1413 School Burton upon Trent, nr Labours Union Hotel 1014 1109 1214 1309 1414 Burton upon Trent, opp Bond Street 1016 1111 1216 1311 1416 Burton upon Trent, adj The Octagon 1017 1111 1217 1311 1417 Centre Burton upon Trent, New Street ARR 1018 1112 1218 1312 1418 (Stand 3) Burton upon Trent, New Street (Stand DEP 0820 0820 0920 0920 1020 1020 1120 1120 1220 1220 1320 1320 1420 1420 1620 1620 1705 1705 3) Burton upon Trent, adj Sainsbury’s Store 0920 0920 1020 1020 1120 1120 1220 1220 1320 1320 1420 1420 1620 1620 1705 1705 Burton upon Trent, adj Devonshire Arms 0921 0921 1021 1021 1121 1121 1221 1221 1321 1321 1421 1421 1621 1621 1706 1706 Burton upon Trent, adj Railway Station 0922 0923 1022 1023 1122 1123 1222 1223 1322 1323 1422 1423 1622 1623 1707 1708 Shobnall, opp King Edwards Place 0922 0923 1022 1023 1122 1123 1222 1223 1322 1323 1422 1423 1622 1623 1707 1708 Burton upon Trent, opp High Street 0820 0820 Burton upon Trent, opp Mosley Street 0820 0821 Shobnall, opp Imex Business Park 0821 0821 Shobnall, adj Wellington Road 0822 0822 0923 0925 1023 1025 1123 1125 1223 1225 1323 1325 1423 1425 1623 1625 1708 1710 Shobnall, opp Shobnall Street 0822 0822 0924 0925 1024 1025 1124 1125 1224 1225 1324 1325 1424 1425 1624 1625 1709 1710 Shobnall, adj Crossman Street 0823 0823 0925 0926 1025 1026 1125 1126 1225 1226 1325 1326 1425 1426 1625 1626 1710 1711 Shobnall, opp Price Court 0823 0823 0926 0927 1026 1027 1126 1127 1226 1227 1326 1327 1426 1427 1626 1627 1711 1712 Shobnall, opp Primary School 0824 0824 0927 0927 1027 1027 1127 1127 1227 1227 1327 1327 1427 1427 1627 1627 1712 1712 Shobnall, adj Forest Road 0824 0824 0927 0928 1027 1028 1127 1128 1227 1228 1327 1328 1427 1428 1627 1628 1712 1713 Henhurst Hill, opp No. 48A 0824 0824 0927 0928 1027 1028 1127 1128 1227 1228 1327 1328 1427 1428 1627 1628 1712 1713 Henhurst Hill, adj Shobnall Dingle 0825 0825 0928 0929 1028 1029 1128 1129 1228 1229 1328 1329 1428 1429 1628 1629 1713 1714 Henhurst Hill, opp No. 41 0826 0826 0930 0930 1030 1030 1130 1130 1230 1230 1330 1330 1430 1430 1630 1630 1715 1715 Henhurst Hill, adj Henhurst Ridge 0826 0826 0930 0931 1030 1031 1130 1131 1230 1231 1330 1331 1430 1431 1630 1631 1715 1716 Henhurst Hill, opp No. 133 0826 0826 0931 0931 1031 1031 1131 1131 1231 1231 1331 1331 1431 1431 1631 1631 1716 1716 Rough Hay, adj Post Office 0827 0827 0931 0932 1031 1032 1131 1132 1231 1232 1331 1332 1431 1432 1631 1632 1716 1717 Rough Hay, adj Acorn Inn 0828 0828 0933 0933 1033 1033 1133 1133 1233 1233 1333 1333 1433 1433 1633 1633 1718 1718 Saturday Day Restrictions: cv cu cu cv cu Burton upon Trent, New Street (Stand DEP 0820 0820 0920 0920 1020 3) Burton upon Trent, adj Sainsbury’s Store 0920 0920 1020 Burton upon Trent, adj Devonshire Arms 0921 0921 1021 Burton upon Trent, adj Railway Station 0922 0923 1022 Shobnall, opp King Edwards Place 0922 0923 1022 Burton upon Trent, opp High Street 0820 0820 Burton upon Trent, opp Mosley Street 0820 0821 Shobnall, opp Imex Business Park 0821 0821 Shobnall, adj Wellington Road 0822 0822 0923 0925 1023 Shobnall, opp Shobnall Street 0822 0822 0924 0925 1024 Shobnall, adj Crossman Street 0823 0823 0925 0926 1025 Shobnall, opp Price Court 0823 0823 0926 0927 1026 Shobnall, opp Primary School 0824 0824 0927 0927 1027 Shobnall, adj Forest Road 0824 0824 0927 0928 1027 Henhurst Hill, opp No. 48A 0824 0824 0927 0928 1027 Henhurst Hill, adj Shobnall Dingle 0825 0825 0928 0929 1028 Henhurst Hill, opp No. 41 0826 0826 0930 0930 1030 Henhurst Hill, adj Henhurst Ridge 0826 0826 0930 0931 1030 Henhurst Hill, opp No. 133 0826 0826 0931 0931 1031 Rough Hay, adj Post Office 0827 0827 0931 0932 1031 Rough Hay, adj Acorn Inn 0828 0828 0933 0933 1033 cs to 7.9.12 ct from 10.9.12 cu from 15.9.12 cv to 8.9.12 Staffordshire County Council24/08/2012 1510 Route 10 is operated by Midland Classic Limited 10 Burton - Rough Hay

Saturday Day Restrictions: cv cu cv cu cv cu cv cu cv cu cv cu cv cu cv Beans Covert, adj Harcourt Road 1005 1205 1405 Beans Covert, adj Harwood Avenue 1005 1205 1405 Beans Covert, adj Cotswold Road 1005 1205 1405 Branston, adj Bridgford Avenue 1006 1206 1406 Branston, opp No 3 1006 1206 1406 Branston, adj Arnot Road 1007 1207 1407 Branston, opp Paget High School 1007 1207 1407 Branston, opp Oyster Close 1008 1208 1408 Beans Covert, adj Jephson Road 1008 1208 1408 Burton upon Trent, Branston Road 1009 1209 1409 (NW-bound) Burton upon Trent, opp South Broadway 1009 1209 1409 Street Burton upon Trent, opp South Oak Street 1010 1107 1210 1307 1410 Beans Covert, opp Anglesey Court 1010 1107 1210 1307 1410 Shobnall, adj Cambridge Street 1011 1108 1211 1308 1411 Shobnall, opp Walker Street 1012 1108 1212 1308 1412 Shobnall, opp Beech Street 1012 1108 1212 1308 1412 Burton upon Trent, adj Anglesey Primary 1013 1109 1213 1309 1413 School Burton upon Trent, nr Labours Union Hotel 1014 1109 1214 1309 1414 Burton upon Trent, opp Bond Street 1016 1111 1216 1311 1416 Burton upon Trent, adj The Octagon 1017 1111 1217 1311 1417 Centre Burton upon Trent, New Street ARR 1018 1112 1218 1312 1418 (Stand 3) Burton upon Trent, New Street (Stand DEP 1020 1120 1120 1220 1220 1320 1320 1420 1420 1520 1520 1620 1620 1705 1705 3) Burton upon Trent, adj Sainsbury’s Store 1020 1120 1120 1220 1220 1320 1320 1420 1420 1520 1520 1620 1620 1705 1705 Burton upon Trent, adj Devonshire Arms 1021 1121 1121 1221 1221 1321 1321 1421 1421 1521 1521 1621 1621 1706 1706 Burton upon Trent, adj Railway Station 1023 1122 1123 1222 1223 1322 1323 1422 1423 1522 1523 1622 1623 1707 1708 Shobnall, opp King Edwards Place 1023 1122 1123 1222 1223 1322 1323 1422 1423 1522 1523 1622 1623 1707 1708 Shobnall, adj Wellington Road 1025 1123 1125 1223 1225 1323 1325 1423 1425 1523 1525 1623 1625 1708 1710 Shobnall, opp Shobnall Street 1025 1124 1125 1224 1225 1324 1325 1424 1425 1524 1525 1624 1625 1709 1710 Shobnall, adj Crossman Street 1026 1125 1126 1225 1226 1325 1326 1425 1426 1525 1526 1625 1626 1710 1711 Shobnall, opp Price Court 1027 1126 1127 1226 1227 1326 1327 1426 1427 1526 1527 1626 1627 1711 1712 Shobnall, opp Primary School 1027 1127 1127 1227 1227 1327 1327 1427 1427 1527 1527 1627 1627 1712 1712 Shobnall, adj Forest Road 1028 1127 1128 1227 1228 1327 1328 1427 1428 1527 1528 1627 1628 1712 1713 Henhurst Hill, opp No. 48A 1028 1127 1128 1227 1228 1327 1328 1427 1428 1527 1528 1627 1628 1712 1713 Henhurst Hill, adj Shobnall Dingle 1029 1128 1129 1228 1229 1328 1329 1428 1429 1528 1529 1628 1629 1713 1714 Henhurst Hill, opp No. 41 1030 1130 1130 1230 1230 1330 1330 1430 1430 1530 1530 1630 1630 1715 1715 Henhurst Hill, adj Henhurst Ridge 1031 1130 1131 1230 1231 1330 1331 1430 1431 1530 1531 1630 1631 1715 1716 Henhurst Hill, opp No. 133 1031 1131 1131 1231 1231 1331 1331 1431 1431 1531 1531 1631 1631 1716 1716 Rough Hay, adj Post Office 1032 1131 1132 1231 1232 1331 1332 1431 1432 1531 1532 1631 1632 1716 1717 Rough Hay, adj Acorn Inn 1033 1133 1133 1233 1233 1333 1333 1433 1433 1533 1533 1633 1633 1718 1718 Sunday no service cu from 15.9.12 cv to 8.9.12 Staffordshire County Council24/08/2012 1510 Route 10 is operated by Midland Classic Limited

10 Burton - Rough Hay

Monday to Friday Day Restrictions: cs ct Rough Hay, opp Acorn Inn 0830 0830 Rough Hay, opp Post Office 0830 0830 Henhurst Hill, adj No. 133 0831 0831 Henhurst Hill, adj No. 1 0831 0832 Henhurst Hill, adj Aviation Lane 0832 0832 Henhurst Hill, adj Henhurst Hill 0832 0832 Henhurst Hill, adj No. 41 0832 0833 Henhurst Hill, opp Shobnall Dingle 0833 0834 Henhurst Hill, adj No. 48A 0834 0835 Shobnall, opp Forest Road 0834 0835 Shobnall, adj Primary School 0835 0836 Shobnall, adj Price Court 0835 0837 Shobnall, opp Crossman Street 0836 0838 Shobnall, adj Shobnall Street 0837 0839 Shobnall, nr Wellington Street 0838 0839 Shobnall, adj Curzon Street West 0838 0839 Shobnall, adj King Edwards Place 0838 0840 Shobnall, adj Borough Road 0839 0840 Shobnall, adj Lidl Store 0839 0841 Burton upon Trent, opp Railway Station 0840 0841 Burton upon Trent, opp Devonshire Arms 0841 0842 Burton upon Trent, opp Sainsbury’s Store 0842 0843 Burton upon Trent, New Street ARR 0844 0844 (Stand 7) cs to 7.9.12 ct from 10.9.12 Staffordshire County Council24/08/2012 1510 Route 10 is operated by Midland Classic Limited 10 Burton - Rough Hay

Monday to Friday Day Restrictions: cs ct cs ct cs ct cs ct cs ct cs ct cs ct cs ct Rough Hay, opp Acorn Inn 0935 0935 1035 1035 1135 1135 1235 1235 1335 1335 1435 1435 1635 1635 1720 1720 Rough Hay, opp Post Office 0935 0935 1035 1035 1135 1135 1235 1235 1335 1335 1435 1435 1635 1635 1720 1720 Henhurst Hill, adj No. 133 0936 0936 1036 1036 1136 1136 1236 1236 1336 1336 1436 1436 1636 1636 1721 1721 Henhurst Hill, adj No. 1 0936 0937 1036 1037 1136 1137 1236 1237 1336 1337 1436 1437 1636 1637 Henhurst Hill, adj Aviation Lane 0937 0937 1037 1037 1137 1137 1237 1237 1337 1337 1437 1437 1637 1637 Henhurst Hill, adj Henhurst Hill 0937 0937 1037 1037 1137 1137 1237 1237 1337 1337 1437 1437 1637 1637 Henhurst Hill, adj No. 41 0937 0938 1037 1038 1137 1138 1237 1238 1337 1338 1437 1438 1637 1638 1722 1722 Henhurst Hill, opp Shobnall Dingle 0938 0939 1038 1039 1138 1139 1238 1239 1338 1339 1438 1439 1638 1639 1723 1724 Henhurst Hill, adj No. 48A 0939 0940 1039 1040 1139 1140 1239 1240 1339 1340 1439 1440 1639 1640 1723 1724 Shobnall, opp Forest Road 0939 0940 1039 1040 1139 1140 1239 1240 1339 1340 1439 1440 1639 1640 1724 1725 Shobnall, adj Primary School 0940 0941 1040 1041 1140 1141 1240 1241 1340 1341 1440 1441 1640 1641 1724 1725 Shobnall, adj Price Court 0940 0942 1040 1042 1140 1142 1240 1242 1340 1342 1440 1442 1640 1642 1725 1726 Shobnall, opp Crossman Street 0941 0943 1041 1043 1141 1143 1241 1243 1341 1343 1441 1443 1641 1643 1725 1727 Shobnall, adj Shobnall Street 0942 0944 1042 1044 1142 1144 1242 1244 1342 1344 1442 1444 1642 1644 1726 1728 Shobnall, nr Wellington Street 0943 0944 1043 1044 1143 1144 1243 1244 1343 1344 1443 1444 1643 1644 1727 1728 Shobnall, adj Curzon Street West 0943 0944 1043 1044 1143 1144 1243 1244 1343 1344 1443 1444 1643 1644 1727 1729 Shobnall, adj King Edwards Place 0943 0945 1043 1045 1143 1145 1243 1245 1343 1345 1443 1445 1643 1645 1728 1729 Shobnall, adj Borough Road 0944 0945 1044 1045 1144 1145 1244 1245 1344 1345 1444 1445 1644 1645 1728 1730 Shobnall, adj Lidl Store 0944 0946 1044 1046 1144 1146 1244 1246 1344 1346 1444 1446 1644 1646 1729 1730 Burton upon Trent, opp Railway Station 0945 0946 1045 1046 1145 1146 1245 1246 1345 1346 1445 1446 1645 1646 1730 1730 Burton upon Trent, opp Devonshire Arms 0946 0947 1046 1047 1146 1147 1246 1247 1346 1347 1446 1447 1646 1647 1731 1731 Burton upon Trent, opp Sainsbury’s Store 0947 0948 1047 1048 1147 1148 1247 1248 1347 1348 1447 1448 1647 1648 1732 1732 Burton upon Trent, New Street ARR 0949 0949 1049 1049 1149 1149 1249 1249 1349 1349 1449 1449 1649 1649 1733 1733 (Stand 7) Burton upon Trent, New Street (Stand DEP 0952 1057 1152 1257 1352 7) Burton upon Trent, adj Bond Street 0953 1058 1153 1258 1353 Burton upon Trent, adj Sheffield Street 0955 1101 1155 1301 1355 Burton upon Trent, adj Labours Union 0956 1102 1156 1302 1356 Hotel Burton upon Trent, opp Anglesey Primary 0956 1103 1156 1303 1356 School Shobnall, adj Beech Street 0957 1103 1157 1303 1357 Shobnall, opp Cambridge Street 0958 1104 1158 1304 1358 Beans Covert, adj Anglesey Court 0959 1106 1159 1306 1359 Burton upon Trent, adj South Oak Street 1000 1107 1200 1307 1400 Burton upon Trent, adj South Broadway 1000 1200 1400 Street Burton upon Trent, adj Branston Road 1000 1200 1400 Beans Covert, opp Jephson Road 1000 1200 1400 Branston, adj Oyster Close 1001 1201 1401 Branston, nr Paget High School 1001 1201 1401 Branston, adj Paget School 1001 1201 1401 Branston, opp Arnot Road 1002 1202 1402 Branston, adj No 3 1002 1202 1402 Branston, opp Bridgford Avenue 1003 1203 1403 Beans Covert, opp Cotswold Road 1003 1203 1403 Beans Covert, opp Clewley Road 1003 1203 1403 Beans Covert, opp Merlin Crescent 1004 1204 1404 Beans Covert, adj No 61 1004 1204 1404 Beans Covert, adj Harcourt Road 1005 1205 1405 Saturday Day Restrictions: cv cu Rough Hay, opp Acorn Inn 0830 0830 Rough Hay, opp Post Office 0830 0830 Henhurst Hill, adj No. 133 0831 0831 Henhurst Hill, adj No. 1 0831 0832 Henhurst Hill, adj Aviation Lane 0832 0832 Henhurst Hill, adj Henhurst Hill 0832 0832 Henhurst Hill, adj No. 41 0832 0833 Henhurst Hill, opp Shobnall Dingle 0833 0834 Henhurst Hill, adj No. 48A 0834 0835 Shobnall, opp Forest Road 0834 0835 Shobnall, adj Primary School 0835 0836 Shobnall, adj Price Court 0835 0837 Shobnall, opp Crossman Street 0836 0838 Shobnall, adj Shobnall Street 0837 0839 Shobnall, nr Wellington Street 0838 0839 Shobnall, adj Curzon Street West 0838 0839 Shobnall, adj King Edwards Place 0838 0840 Shobnall, adj Borough Road 0839 0840 Shobnall, adj Lidl Store 0839 0841 Burton upon Trent, opp Railway Station 0840 0841 Burton upon Trent, opp Devonshire Arms 0841 0842 Burton upon Trent, opp Sainsbury’s Store 0842 0843 Burton upon Trent, New Street ARR 0844 0844 (Stand 7) cs to 7.9.12 ct from 10.9.12 cu from 15.9.12 cv to 8.9.12 Staffordshire County Council24/08/2012 1510 Route 10 is operated by Midland Classic Limited 10 Burton - Rough Hay

Saturday Day Restrictions: cv cu cv cu cv cu cv cu cv cu cv cu cv cu cv cu cv cu Rough Hay, opp Acorn Inn 0935 0935 1035 1035 1135 1135 1235 1235 1335 1335 1435 1435 1535 1535 1635 1635 1720 1720 Rough Hay, opp Post Office 0935 0935 1035 1035 1135 1135 1235 1235 1335 1335 1435 1435 1535 1535 1635 1635 1720 1720 Henhurst Hill, adj No. 133 0936 0936 1036 1036 1136 1136 1236 1236 1336 1336 1436 1436 1536 1536 1636 1636 1721 1721 Henhurst Hill, adj No. 1 0936 0937 1036 1037 1136 1137 1236 1237 1336 1337 1436 1437 1536 1537 1636 1637 Henhurst Hill, adj Aviation Lane 0937 0937 1037 1037 1137 1137 1237 1237 1337 1337 1437 1437 1537 1537 1637 1637 Henhurst Hill, adj Henhurst Hill 0937 0937 1037 1037 1137 1137 1237 1237 1337 1337 1437 1437 1537 1537 1637 1637 Henhurst Hill, adj No. 41 0937 0938 1037 1038 1137 1138 1237 1238 1337 1338 1437 1438 1537 1538 1637 1638 1722 1722 Henhurst Hill, opp Shobnall Dingle 0938 0939 1038 1039 1138 1139 1238 1239 1338 1339 1438 1439 1538 1539 1638 1639 1723 1724 Henhurst Hill, adj No. 48A 0939 0940 1039 1040 1139 1140 1239 1240 1339 1340 1439 1440 1539 1540 1639 1640 1723 1724 Shobnall, opp Forest Road 0939 0940 1039 1040 1139 1140 1239 1240 1339 1340 1439 1440 1539 1540 1639 1640 1724 1725 Shobnall, adj Primary School 0940 0941 1040 1041 1140 1141 1240 1241 1340 1341 1440 1441 1540 1541 1640 1641 1724 1725 Shobnall, adj Price Court 0940 0942 1040 1042 1140 1142 1240 1242 1340 1342 1440 1442 1540 1542 1640 1642 1725 1726 Shobnall, opp Crossman Street 0941 0943 1041 1043 1141 1143 1241 1243 1341 1343 1441 1443 1541 1543 1641 1643 1725 1727 Shobnall, adj Shobnall Street 0942 0944 1042 1044 1142 1144 1242 1244 1342 1344 1442 1444 1542 1544 1642 1644 1726 1728 Shobnall, nr Wellington Street 0943 0944 1043 1044 1143 1144 1243 1244 1343 1344 1443 1444 1543 1544 1643 1644 1727 1728 Shobnall, adj Curzon Street West 0943 0944 1043 1044 1143 1144 1243 1244 1343 1344 1443 1444 1543 1544 1643 1644 1727 1729 Shobnall, adj King Edwards Place 0943 0945 1043 1045 1143 1145 1243 1245 1343 1345 1443 1445 1543 1545 1643 1645 1728 1729 Shobnall, adj Borough Road 0944 0945 1044 1045 1144 1145 1244 1245 1344 1345 1444 1445 1544 1545 1644 1645 1728 1730 Shobnall, adj Lidl Store 0944 0946 1044 1046 1144 1146 1244 1246 1344 1346 1444 1446 1544 1546 1644 1646 1729 1730 Burton upon Trent, opp Railway Station 0945 0946 1045 1046 1145 1146 1245 1246 1345 1346 1445 1446 1545 1546 1645 1646 1730 1730 Burton upon Trent, opp Devonshire Arms 0946 0947 1046 1047 1146 1147 1246 1247 1346 1347 1446 1447 1546 1547 1646 1647 1731 1731 Burton upon Trent, opp Sainsbury’s Store 0947 0948 1047 1048 1147 1148 1247 1248 1347 1348 1447 1448 1547 1548 1647 1648 1732 1732 Burton upon Trent, New Street ARR 0949 0949 1049 1049 1149 1149 1249 1249 1349 1349 1449 1449 1549 1549 1649 1649 1733 1733 (Stand 7) Burton upon Trent, New Street (Stand DEP 0952 1057 1152 1257 1352 7) Burton upon Trent, adj Bond Street 0953 1058 1153 1258 1353 Burton upon Trent, adj Sheffield Street 0955 1101 1155 1301 1355 Burton upon Trent, adj Labours Union 0956 1102 1156 1302 1356 Hotel Burton upon Trent, opp Anglesey Primary 0956 1103 1156 1303 1356 School Shobnall, adj Beech Street 0957 1103 1157 1303 1357 Shobnall, opp Cambridge Street 0958 1104 1158 1304 1358 Beans Covert, adj Anglesey Court 0959 1106 1159 1306 1359 Burton upon Trent, adj South Oak Street 1000 1107 1200 1307 1400 Burton upon Trent, adj South Broadway 1000 1200 1400 Street Burton upon Trent, adj Branston Road 1000 1200 1400 Beans Covert, opp Jephson Road 1000 1200 1400 Branston, adj Oyster Close 1001 1201 1401 Branston, nr Paget High School 1001 1201 1401 Branston, adj Paget School 1001 1201 1401 Branston, opp Arnot Road 1002 1202 1402 Branston, adj No 3 1002 1202 1402 Branston, opp Bridgford Avenue 1003 1203 1403 Beans Covert, opp Cotswold Road 1003 1203 1403 Beans Covert, opp Clewley Road 1003 1203 1403 Beans Covert, opp Merlin Crescent 1004 1204 1404 Beans Covert, adj No 61 1004 1204 1404 Beans Covert, adj Harcourt Road 1005 1205 1405 Sunday no service cu from 15.9.12 cv to 8.9.12 Staffordshire County Council24/08/2012 1510 Route 10 is operated by Midland Classic Limited 19 Queens Hospital - Burton - Swadlincote - Measham

Monday to Friday Queens Hospital, adj Graduate Medical 0850 0940 1040 1140 1240 1340 1440 1550 1645 Centre Outwoods, adj Norton Road 0850 0940 1040 1140 1240 1340 1440 1550 1645 Outwoods, adj Mona Road 0851 0941 1041 1141 1241 1341 1441 1551 1646 Outwoods, opp Outwoods Street 0851 0941 1041 1141 1241 1341 1441 1551 1646 Outwoods, opp No. 153 0853 0943 1043 1143 1243 1343 1443 1553 1648 Shobnall, nr Albert Street 0853 0943 1043 1143 1243 1343 1443 1553 1648 Shobnall, opp Casey Lane 0854 0944 1044 1144 1244 1344 1444 1554 1649 Shobnall, adj Lidl Store 0855 0945 1045 1145 1245 1345 1445 1555 1650 Burton upon Trent, opp Railway Station 0856 0946 1046 1146 1246 1346 1446 1556 1651 Burton upon Trent, opp Devonshire Arms 0857 0947 1047 1147 1247 1347 1447 1557 1652 Burton upon Trent, opp Sainsbury’s Store 0858 0948 1048 1148 1248 1348 1448 1558 1653 Burton upon Trent, New Street ARR 0900 0950 1050 1150 1250 1350 1450 1600 1655 (Stand 9) Burton upon Trent, New Street (Stand DEP 0710 0905 0955 1055 1155 1255 1355 1605 1710 9) Burton upon Trent, adj Bond Street 0710 0905 0955 1055 1155 1255 1355 1605 1710 Stapenhill, adj Woods Lane 0713 0908 0958 1058 1158 1258 1358 1608 1713 Stapenhill, opp Stanton Road Baptist 0909 Church Edge Hill, adj Bluestone Lane 0910 Edge Hill, adj house no. 109 0910 Edge Hill, adj Bretlands Way 0911 Stanton, opp Happy Chef 0912 Stanton, adj Piddocks Road 0912 Stanton, Woodland Road (S-bound) 0913 Stanton, adj White Horse 0914 Stanton, adj Gate Inn 0915 Castle Gresley, Cadley Hill Roundabout 0916 (S-bound) Stapenhill, adj Greenvale Close 0714 0959 1059 1159 1259 1359 1609 1714 Stapenhill, opp Foxglove Avenue 0715 1000 1100 1200 1300 1400 1610 1715 Brizlincote, opp 14 Springfield Villas 0716 1001 1101 1201 1301 1401 1611 1716 Brizlincote, adj Septon Close 0716 1001 1101 1201 1301 1401 1611 1716 Brizlincote, opp Winchcombe Drive 0716 1001 1101 1201 1301 1401 1611 1716 Brizlincote, opp Dalton Avenue 0717 1002 1102 1202 1302 1402 1612 1717 Brizlincote, opp Hargate Road 0717 1002 1102 1202 1302 1402 1612 1717 Brizlincote, opp Latham Close 0718 1003 1103 1203 1303 1403 1613 1718 Brizlincote, opp Beaufort Road Top 0718 1003 1103 1203 1303 1403 1613 1718 Stanhope Bretby, adj 25 Ashby Road East 0720 1005 1105 1205 1305 1405 1615 1720 Stanhope Bretby, opp Stanhope Arms 0721 1006 1106 1206 1306 1406 1616 1721 Stanhope Bretby, opp Business Park 0722 1007 1107 1207 1307 1407 1617 1722 Stanhope Bretby, adj Chesterfield Arms 0723 1008 1108 1208 1308 1408 1618 1723 Newhall, opp Wood Lane Top 0723 1008 1108 1208 1308 1408 1618 1723 Newhall, opp Thorn Tree 0724 1009 1109 1209 1309 1409 1619 1724 Newhall, opp Village Hall 0725 1010 1110 1210 1310 1410 1620 1725 Newhall, adj Hill Street 0725 1010 1110 1210 1310 1410 1620 1725 Newhall, adj George Inn 0725 1010 1110 1210 1310 1410 1620 1725 Newhall, adj Abbotts Road 0726 1011 1111 1211 1311 1411 1621 1726 Newhall, opp Royal Oak 0726 1011 1111 1211 1311 1411 1621 1726 Swadlincote, Boardmans Hill (SE-bound) 0727 1012 1112 1212 1312 1412 1622 1727 Swadlincote, adj Catholic Club 0727 1012 1112 1212 1312 1412 1622 1727 Swadlincote, Darklands Road (S-bound) 0728 1013 1113 1213 1313 1413 1623 1728 Swadlincote, adj Bus Station ARR 0729 1014 1114 1214 1314 1414 1624 1729 Swadlincote, adj Bus Station DEP 0730 0817 1017 1117 1217 1317 1417 1628 1738 Swadlincote, adj Brunel Healthcare 0731 0818 1018 1118 1218 1318 1418 1629 1739 Swadlincote, adj Tnt Depot 0731 0818 1018 1118 1218 1318 1418 1629 1739 Swadlincote, adj Tetron Point 0732 0819 1019 1119 1219 1319 1419 1630 1740 Swadlincote, adj Mirage 0732 0819 1019 1119 1219 1319 1419 1630 1740 Castle Gresley, adj Appleby Glade 0733 0820 1020 1120 1220 1320 1420 1631 1741 Castle Gresley, Burton Road (S-bound) 0733 0820 0917 1020 1120 1220 1320 1420 1631 1741 Castle Gresley, adj Meynell House 0734 0821 0918 1021 1121 1221 1321 1421 1632 1742 Castle Gresley, opp Mount Road 0735 0822 0919 1022 1122 1222 1322 1422 1633 1743 Castle Gresley, opp Toons Furnishings 0735 0822 0920 1022 1122 1222 1322 1422 1633 1743 Castle Gresley, adj Bridge Street 0735 0822 0920 1022 1122 1222 1322 1422 1633 1743 Castle Gresley, adj Chapel Street 0736 0823 0921 1023 1123 1223 1323 1423 1634 1744 Castle Gresley, Mount Pleasant Road 0736 0823 0921 1023 1123 1223 1323 1423 1634 1744 (SE-bound) Castle Gresley, opp Mount Pleasant 0737 0824 0922 1024 1124 1224 1324 1424 1635 1745 Linton, adj High Cross 0737 0824 0923 1024 1124 1224 1324 1424 1635 1745 Linton, opp Rickmans Corner 0737 0824 0923 1024 1124 1224 1324 1424 1635 1745 Overseal, opp Green Lane 0738 0825 0925 1025 1125 1225 1325 1425 1636 1746 Overseal, adj Coronation Street 0739 0826 0926 1026 1126 1226 1326 1426 1637 1747 Overseal, Main Street (S-bound) 0740 0827 0927 1027 1127 1227 1327 1427 1638 1748 Overseal, Moira Road (E-bound) 0740 0827 0927 1027 1127 1227 1327 1427 1638 1748 Short Heath, opp Moira Road 0741 0828 0928 1028 1128 1228 1328 1428 1639 1749 Short Heath, opp Shortheath Farm 0741 0829 0929 1029 1129 1229 1329 1429 1639 1749 Short Heath, Shortheath (NE-bound) 0742 0829 0929 1029 1129 1229 1329 1429 1640 1750 Moira, adj Park Road 0743 0830 0930 1030 1130 1230 1330 1430 1641 1751 Moira, adj Poplar Avenue 0743 0830 0930 1030 1130 1230 1330 1430 1641 1751 Donisthorpe, adj Dawkins Road 0743 0831 0931 1031 1131 1231 1331 1431 1641 1751 Donisthorpe, opp Chapel 0744 0832 0932 1032 1132 1232 1332 1432 1642 1752 Donisthorpe, opp Turks Head 0744 0832 0932 1032 1132 1232 1332 1432 1642 1752 Donisthorpe, o/s Church Street Cemetery 0745 0833 0933 1033 1133 1233 1333 1433 1643 1753 Donisthorpe, opp Masons Arms 0746 0833 0933 1033 1133 1233 1333 1433 1644 1754 Oakthorpe, opp New Street Hail & Ride 0747 0835 0935 1035 1135 1235 1335 1435 1645 1755 Oakthorpe, opp School Street 0748 0836 0936 1036 1136 1236 1336 1436 1646 1756 Measham, adj The Swan 0750 0838 0938 1038 1138 1238 1338 1438 1648 1758 Staffordshire County Council24/08/2012 1510 Route 19 is operated by Midland Classic Limited 19 Queens Hospital - Burton - Swadlincote - Measham

Saturday Service Information: D Queens Hospital, adj Graduate Medical 0850 0940 1040 1140 1240 1340 1440 1550 1645 Centre Outwoods, adj Norton Road 0850 0940 1040 1140 1240 1340 1440 1550 1645 Outwoods, adj Mona Road 0851 0941 1041 1141 1241 1341 1441 1551 1646 Outwoods, opp Outwoods Street 0852 0942 1042 1142 1242 1342 1442 1552 1647 Outwoods, opp No. 153 0854 0944 1044 1144 1244 1344 1444 1554 1649 Shobnall, nr Albert Street 0855 0945 1045 1145 1245 1345 1445 1555 1650 Shobnall, opp Casey Lane 0855 0945 1045 1145 1245 1345 1445 1555 1650 Shobnall, adj Lidl Store 0856 0946 1046 1146 1246 1346 1446 1556 1651 Burton upon Trent, opp Railway Station 0856 0946 1046 1146 1246 1346 1446 1556 1651 Burton upon Trent, opp Devonshire Arms 0857 0947 1047 1147 1247 1347 1447 1557 1652 Burton upon Trent, opp Sainsbury’s Store 0858 0948 1048 1148 1248 1348 1448 1558 1653 Burton upon Trent, New Street ARR 0900 0950 1050 1150 1250 1350 1450 1600 1655 (Stand 9) Burton upon Trent, New Street (Stand DEP 0905 0955 1055 1155 1255 1355 1605 1710 9) Burton upon Trent, adj Bond Street 0905 0955 1055 1155 1255 1355 1605 1710 Stapenhill, adj Woods Lane 0908 0958 1058 1158 1258 1358 1608 1713 Stapenhill, opp Stanton Road Baptist 0909 Church Edge Hill, adj Bluestone Lane 0910 Edge Hill, adj house no. 109 0910 Edge Hill, adj Bretlands Way 0911 Stanton, opp Happy Chef 0912 Stanton, adj Piddocks Road 0912 Stanton, Woodland Road (S-bound) 0913 Stanton, adj White Horse 0914 Stanton, adj Gate Inn 0915 Castle Gresley, Cadley Hill Roundabout 0916 (S-bound) Stapenhill, adj Greenvale Close 0959 1059 1159 1259 1359 1609 1714 Stapenhill, opp Foxglove Avenue 1000 1100 1200 1300 1400 1610 1715 Brizlincote, opp 14 Springfield Villas 1001 1101 1201 1301 1401 1611 1716 Brizlincote, adj Septon Close 1001 1101 1201 1301 1401 1611 1716 Brizlincote, opp Winchcombe Drive 1001 1101 1201 1301 1401 1611 1716 Brizlincote, opp Dalton Avenue 1002 1102 1202 1302 1402 1612 1717 Brizlincote, opp Hargate Road 1002 1102 1202 1302 1402 1612 1717 Brizlincote, opp Latham Close 1003 1103 1203 1303 1403 1613 1718 Brizlincote, opp Beaufort Road Top 1003 1103 1203 1303 1403 1613 1718 Stanhope Bretby, adj 25 Ashby Road East 1005 1105 1205 1305 1405 1615 1720 Stanhope Bretby, opp Stanhope Arms 1006 1106 1206 1306 1406 1616 1721 Stanhope Bretby, opp Business Park 1007 1107 1207 1307 1407 1617 1722 Stanhope Bretby, adj Chesterfield Arms 1008 1108 1208 1308 1408 1618 1723 Newhall, opp Wood Lane Top 1008 1108 1208 1308 1408 1618 1723 Newhall, opp Thorn Tree 1009 1109 1209 1309 1409 1619 1724 Newhall, opp Village Hall 1010 1110 1210 1310 1410 1620 1725 Newhall, adj Hill Street 1010 1110 1210 1310 1410 1620 1725 Newhall, adj George Inn 1010 1110 1210 1310 1410 1620 1725 Newhall, adj Abbotts Road 1011 1111 1211 1311 1411 1621 1726 Newhall, opp Royal Oak 1011 1111 1211 1311 1411 1621 1726 Swadlincote, Boardmans Hill (SE-bound) 1012 1112 1212 1312 1412 1622 1727 Swadlincote, adj Catholic Club 1012 1112 1212 1312 1412 1622 1727 Swadlincote, Darklands Road (S-bound) 1013 1113 1213 1313 1413 1623 1728 Swadlincote, adj Bus Station ARR 1014 1114 1214 1314 1414 1624 1729 Swadlincote, adj Bus Station DEP 0817 1017 1117 1217 1317 1417 1628 1738 Swadlincote, adj Brunel Healthcare 0818 1018 1118 1218 1318 1418 1629 1739 Swadlincote, adj Tnt Depot 0818 1018 1118 1218 1318 1418 1629 1739 Swadlincote, adj Tetron Point 0819 1019 1119 1219 1319 1419 1630 1740 Swadlincote, adj Mirage 0819 1019 1119 1219 1319 1419 1630 1740 Castle Gresley, adj Appleby Glade 0820 1020 1120 1220 1320 1420 1631 1741 Castle Gresley, Burton Road (S-bound) 0820 0917 1020 1120 1220 1320 1420 1631 1741 Castle Gresley, adj Meynell House 0821 0918 1021 1121 1221 1321 1421 1632 1742 Castle Gresley, opp Mount Road 0822 0919 1022 1122 1222 1322 1422 1633 1743 Castle Gresley, opp Toons Furnishings 0822 0920 1022 1122 1222 1322 1422 1633 1743 Castle Gresley, adj Bridge Street 0822 0920 1022 1122 1222 1322 1422 1633 1743 Castle Gresley, adj Chapel Street 0823 0921 1023 1123 1223 1323 1423 1634 1744 Castle Gresley, Mount Pleasant Road 0823 0921 1023 1123 1223 1323 1423 1634 1744 (SE-bound) Castle Gresley, opp Mount Pleasant 0824 0922 1024 1124 1224 1324 1424 1635 1745 Linton, adj High Cross 0824 0923 1024 1124 1224 1324 1424 1635 1745 Linton, opp Rickmans Corner 0824 0923 1024 1124 1224 1324 1424 1635 1745 Overseal, opp Green Lane 0825 0925 1025 1125 1225 1325 1425 1636 1746 Overseal, adj Coronation Street 0826 0926 1026 1126 1226 1326 1426 1637 1747 Overseal, Main Street (S-bound) 0740 0827 0927 1027 1127 1227 1327 1427 1638 1748 Overseal, Moira Road (E-bound) 0740 0827 0927 1027 1127 1227 1327 1427 1638 1748 Short Heath, opp Moira Road 0741 0828 0928 1028 1128 1228 1328 1428 1639 1749 Short Heath, opp Shortheath Farm 0741 0829 0929 1029 1129 1229 1329 1429 1639 1749 Short Heath, Shortheath (NE-bound) 0742 0829 0929 1029 1129 1229 1329 1429 1640 1750 Moira, adj Park Road 0743 0830 0930 1030 1130 1230 1330 1430 1641 1751 Moira, adj Poplar Avenue 0743 0830 0930 1030 1130 1230 1330 1430 1641 1751 Donisthorpe, adj Dawkins Road 0743 0831 0931 1031 1131 1231 1331 1431 1641 1751 Donisthorpe, opp Chapel 0744 0832 0932 1032 1132 1232 1332 1432 1642 1752 Donisthorpe, opp Turks Head 0744 0832 0932 1032 1132 1232 1332 1432 1642 1752 Donisthorpe, o/s Church Street Cemetery 0745 0833 0933 1033 1133 1233 1333 1433 1643 1753 Donisthorpe, opp Masons Arms 0746 0833 0933 1033 1133 1233 1333 1433 1644 1754 Oakthorpe, opp New Street Hail & Ride 0747 0835 0935 1035 1135 1235 1335 1435 1645 1755 Oakthorpe, opp School Street 0748 0836 0936 1036 1136 1236 1336 1436 1646 1756 Measham, adj The Swan 0750 0838 0938 1038 1138 1238 1338 1438 1648 1758 D Commences from Cadley Hill Staffordshire County Council24/08/2012 1510 Route 19 is operated by Midland Classic Limited 19 Queens Hospital - Burton - Swadlincote - Measham

Sunday no service Staffordshire County Council24/08/2012 1510 19 Queens Hospital - Burton - Swadlincote - Measham

Monday to Friday Measham, adj The Swan 0750 Measham, o/s Church 0750 Measham, adj Navigation Street 0750 Measham, opp Burton Road 0751 Measham, Tamworth Road (NW-bound) 0751 Measham, adj Dysons Close 0752 Donisthorpe, Measham Road (NW-bound) 0755 Acresford, opp Measham Road 0756 Overseal, Main Street (N-bound) 0800 Overseal, Burton Road (NW-bound) 0800 Overseal, opp Coronation Street 0800 Overseal, adj Green Lane 0801 Overseal, adj Burton Road 225 0801 Linton, adj Rickmans Corner 0802 Linton, adj Methodist Church 0802 Linton, opp Waterfallows Lane 0803 Linton, adj Off Licence 0803 Linton, adj Colliery Lane 0803 Linton, opp School 0803 Linton, adj Post Office 0804 Linton, adj Red Lion 0805 Linton, adj Coton Park Corner 0805 Linton, adj Church 0806 Castle Gresley, opp Linton Road Shops 0807 Castle Gresley, opp Bridge Street 0807 Castle Gresley, adj Toons Furnishings 0808 Castle Gresley, adj Mount Road 0808 Castle Gresley, opp Meynell House 0809 Castle Gresley, opp Appleby Glade 0810 Swadlincote, opp Oaktree Business Park 0811 Swadlincote, opp Mirage 0811 Swadlincote, opp Tetron Point 0812 Swadlincote, opp Tnt Depot 0812 Swadlincote, opp Brunel Healthcare 0813 Swadlincote, adj Bus Station ARR 0815 Swadlincote, adj Bus Station DEP 0820 Swadlincote, Darklands Road (N-bound) 0820 Swadlincote, opp Catholic Club 0821 Swadlincote, Boardmans Hill (NW-bound) 0821 Newhall, adj Royal Oak 0822 Newhall, opp Abbotts Road 0823 Newhall, opp George Inn 0823 Newhall, opp Hill Street 0823 Newhall, adj Village Hall 0824 Newhall, adj Thorn Tree 0824 Newhall, adj Wood Lane Top 0826 Stanhope Bretby, adj Chesterfield Arms 0826 Stanhope Bretby, adj Business Park 0827 Stanhope Bretby, adj Stanhope Arms 0828 Stanhope Bretby, opp 25 Ashby Road East 0830 Brizlincote, adj Beaufort Road Top 0831 Brizlincote, adj Latham Close 0832 Brizlincote, adj Hargate Road 0832 Brizlincote, adj Dalton Avenue 0833 Brizlincote, adj Winchcombe Drive 0835 Brizlincote, opp Septon Close 0835 Brizlincote, adj 14 Springfield Villas 0836 Stapenhill, adj Foxglove Avenue 0838 Stapenhill, opp Greenvale Close 0839 Stapenhill, opp Woods Lane 0841 Stapenhill, adj Main Street 0842 Burton upon Trent, opp Bond Street 0845 Burton upon Trent, New Street ARR 0847 (Stand 4) Burton upon Trent, New Street (Stand DEP 0852 4) Burton upon Trent, adj Sainsbury’s Store 0852 Burton upon Trent, adj Devonshire Arms 0854 Burton upon Trent, adj Railway Station 0855 Shobnall, adj Borough Road 0855 Shobnall, adj Casey Lane 0856 Shobnall, adj Albert Street 0857 Outwoods, adj No. 153 0858 Outwoods, adj The Carousels 0858 Horninglow, adj Victoria Crescent 0859 Horninglow, adj The Navigation 0900 Horninglow, opp Hevea Road 0901 Horninglow, opp The New Inn 0901 Horninglow, opp Harper Avenue 0902 Horninglow, opp Red Lion Inn 0903 Horninglow, adj Morley’s Hill 0903 Horninglow, opp Charnwood Road 0904 Horninglow, adj Dover Road 0905 Outwoods, opp Ibstock Road 0906 Outwoods, opp Norton Road 0908 Queens Hospital, adj Graduate Medical 0910 Centre Staffordshire County Council24/08/2012 1510 Route 19 is operated by Midland Classic Limited 19 Queens Hospital - Burton - Swadlincote - Measham

Monday to Friday Day Restrictions: o4 av o4 av Service Information: Sch B NSch Sch NSch C Measham, adj The Swan 0838 38 1338 1438 1648 1758 Measham, o/s Church 0838 38 1338 1438 1648 1758 Measham, adj Navigation Street 0838 38 1338 1438 1648 1758 Measham, opp Burton Road 0839 39 1339 1439 1649 1759 Measham, Tamworth Road (NW-bound) 0839 39 1339 1439 1649 1759 Measham, adj Dysons Close 0840 40 1340 1440 1650 1800 Donisthorpe, Measham Road (NW-bound) 0843 43 1343 1443 1653 1803 Acresford, opp Measham Road 0844 44 1344 1444 1654 1804 Overseal, Main Street (N-bound) 0848 48 1348 1448 1553 1658 1808 Overseal, Burton Road (NW-bound) 0848 48 1348 1448 1553 1658 Overseal, opp Coronation Street 0848 48 1348 1448 1553 1658 Overseal, adj Green Lane 0849 49 1349 1449 1554 1659 Overseal, adj Burton Road 225 0849 49 1349 1449 1554 1659 Linton, adj Rickmans Corner 0850 50 1350 1450 1555 1700 Castle Gresley, adj Mount Pleasant 0850 50 1350 1450 1555 1700 Castle Gresley, Mount Pleasant Road 0851 51 1351 1451 1556 1701 (NW-bound) Castle Gresley, opp Bridge Street 0852 52 1352 1452 1557 1702 Castle Gresley, adj Toons Furnishings 0852 52 1352 1452 1557 1702 Castle Gresley, adj Mount Road 0852 52 1352 1452 1557 1702 Castle Gresley, opp Meynell House 0853 53 1353 1453 1558 1703 Castle Gresley, opp Appleby Glade 0854 54 1354 1454 1559 1704 Swadlincote, opp Oaktree Business Park 0855 55 1355 1455 1600 1705 Swadlincote, opp Mirage 0855 55 1355 1455 1600 1705 Swadlincote, opp Tetron Point 0855 55 1355 1455 1600 1705 Swadlincote, opp Tnt Depot 0856 56 1356 1456 1601 1706 Swadlincote, opp Brunel Healthcare 0856 56 1356 1456 1601 1706 Swadlincote, adj Bus Station ARR 0858 58 1358 1458 1603 1708 Swadlincote, adj Bus Station DEP 0900 00 1400 1605 1605 1710 Swadlincote, Darklands Road (N-bound) 0900 00 1400 1605 1605 1710 Swadlincote, opp Catholic Club 0901 01 1401 1606 1606 1711 Swadlincote, Boardmans Hill (NW-bound) 0901 01 1401 1606 1606 1711 Newhall, adj Royal Oak 0902 02 1402 1607 1607 1712 Newhall, opp Abbotts Road 0902 02 1402 1607 1607 1712 Newhall, opp George Inn 0902 02 1402 1607 1607 1712 Newhall, opp Hill Street 0902 02 1402 1607 1607 1712 Newhall, adj Village Hall 03 03 03 08 08 13 09 then 14 16 16 17 Newhall, adj Thorn Tree 03 03 03 08 08 13 09 at 14 16 16 17 Newhall, adj Wood Lane Top 04 04 04 09 09 14 09 these 14 16 16 17 Stanhope Bretby, adj Chesterfield Arms 05 05 05 10 10 15 09 mins until 14 16 16 17 Stanhope Bretby, adj Business Park 05 05 05 10 10 15 09 past 14 16 16 17 Stanhope Bretby, adj Stanhope Arms 06 06 06 11 11 16 09 each 14 16 16 17 Stanhope Bretby, opp 25 Ashby Road East 07 07 07 12 12 17 09 hour 14 16 16 17 Brizlincote, adj Beaufort Road Top 0908 08 1408 1613 1613 1718 Brizlincote, adj Latham Close 0909 09 1409 1614 1614 1719 Brizlincote, adj Hargate Road 0909 09 1409 1614 1614 1719 Brizlincote, adj Dalton Avenue 0910 10 1410 1615 1615 1720 Brizlincote, adj Winchcombe Drive 0911 11 1411 1616 1616 1721 Brizlincote, opp Septon Close 0911 11 1411 1616 1616 1721 Brizlincote, adj 14 Springfield Villas 0912 12 1412 1617 1617 1722 Stapenhill, adj Foxglove Avenue 0913 13 1413 1618 1618 1723 Stapenhill, opp Greenvale Close 0914 14 1414 1619 1619 1724 Stapenhill, opp Woods Lane 0915 15 1415 1620 1620 1725 Stapenhill, adj Main Street 0916 16 1416 1621 1621 1726 Burton upon Trent, opp Bond Street 0919 19 1419 1624 1624 1729 Burton upon Trent, New Street ARR 0920 20 1420 1625 1625 1730 (Stand 4) Burton upon Trent, New Street (Stand DEP 0922 22 1422 1532 1627 1627 1732 4) Burton upon Trent, adj Sainsbury’s Store 0922 22 1422 1532 1627 1627 1732 Burton upon Trent, adj Devonshire Arms 0924 24 1424 1534 1629 1629 1734 Burton upon Trent, adj Railway Station 0925 25 1425 1535 1630 1630 1735 Shobnall, adj Borough Road 0925 25 1425 1535 1630 1630 1735 Shobnall, adj Casey Lane 0926 26 1426 1536 1631 1631 1736 Shobnall, adj Albert Street 0927 27 1427 1537 1632 1632 1737 Outwoods, adj No. 153 0928 28 1428 1538 1633 1633 1738 Outwoods, adj The Carousels 0928 28 1428 1538 1633 1633 1738 Horninglow, adj Victoria Crescent 0929 29 1429 1539 1634 1634 1739 Horninglow, adj The Navigation 0930 30 1430 1540 1635 1635 1740 Horninglow, opp Hevea Road 0931 31 1431 1541 1636 1636 1741 Horninglow, opp The New Inn 0931 31 1431 1541 1636 1636 1741 Horninglow, opp Harper Avenue 0932 32 1432 1542 1637 1637 1742 Horninglow, opp Red Lion Inn 0933 33 1433 1543 1638 1638 1743 Horninglow, adj Morley’s Hill 0933 33 1433 1543 1638 1638 1743 Horninglow, opp Charnwood Road 0934 34 1434 1544 1544 1639 1639 1744 Horninglow, adj Dover Road 0935 35 1435 1545 1545 1640 1640 1745 Outwoods, opp Ibstock Road 0936 36 1436 1546 1546 1641 1641 1746 Outwoods, opp Norton Road 0938 38 1438 1548 1548 1643 1643 1748 Queens Hospital, adj Graduate Medical 0940 40 1440 1550 1550 1645 1645 1750 Centre av to 2.11.12, not 4.9.12 to 26.10. o4 from 4.9.12, not 29.10.12 to 2.11. NSch Does not operate on school days Sch Operates only on school days B Starts from Dallow Street C Continues to Cadley Hill Staffordshire County Council24/08/2012 1510 Route 19 is operated by Midland Classic Limited 19 Queens Hospital - Burton - Swadlincote - Measham

Saturday Measham, adj The Swan 0750 Measham, o/s Church 0750 Measham, adj Navigation Street 0750 Measham, opp Burton Road 0751 Measham, Tamworth Road (NW-bound) 0751 Measham, adj Dysons Close 0752 Donisthorpe, Measham Road (NW-bound) 0755 Acresford, opp Measham Road 0756 Overseal, Main Street (N-bound) 0800 Overseal, Burton Road (NW-bound) 0800 Overseal, opp Coronation Street 0800 Overseal, adj Green Lane 0801 Overseal, adj Burton Road 225 0801 Linton, adj Rickmans Corner 0802 Linton, adj Methodist Church 0802 Linton, opp Waterfallows Lane 0803 Linton, adj Off Licence 0803 Linton, adj Colliery Lane 0803 Linton, opp School 0803 Linton, adj Post Office 0804 Linton, adj Red Lion 0805 Linton, adj Coton Park Corner 0805 Linton, adj Church 0806 Castle Gresley, opp Linton Road Shops 0807 Castle Gresley, opp Bridge Street 0807 Castle Gresley, adj Toons Furnishings 0808 Castle Gresley, adj Mount Road 0808 Castle Gresley, opp Meynell House 0809 Castle Gresley, opp Appleby Glade 0810 Swadlincote, opp Oaktree Business Park 0811 Swadlincote, opp Mirage 0811 Swadlincote, opp Tetron Point 0812 Swadlincote, opp Tnt Depot 0812 Swadlincote, opp Brunel Healthcare 0813 Swadlincote, adj Bus Station ARR 0815 Swadlincote, adj Bus Station DEP 0820 Swadlincote, Darklands Road (N-bound) 0820 Swadlincote, opp Catholic Club 0821 Swadlincote, Boardmans Hill (NW-bound) 0821 Newhall, adj Royal Oak 0822 Newhall, opp Abbotts Road 0823 Newhall, opp George Inn 0823 Newhall, opp Hill Street 0823 Newhall, adj Village Hall 0824 Newhall, adj Thorn Tree 0824 Newhall, adj Wood Lane Top 0826 Stanhope Bretby, adj Chesterfield Arms 0826 Stanhope Bretby, adj Business Park 0827 Stanhope Bretby, adj Stanhope Arms 0828 Stanhope Bretby, opp 25 Ashby Road East 0830 Brizlincote, adj Beaufort Road Top 0831 Brizlincote, adj Latham Close 0832 Brizlincote, adj Hargate Road 0832 Brizlincote, adj Dalton Avenue 0833 Brizlincote, adj Winchcombe Drive 0835 Brizlincote, opp Septon Close 0835 Brizlincote, adj 14 Springfield Villas 0836 Stapenhill, adj Foxglove Avenue 0838 Stapenhill, opp Greenvale Close 0839 Stapenhill, opp Woods Lane 0841 Stapenhill, adj Main Street 0842 Burton upon Trent, opp Bond Street 0845 Burton upon Trent, New Street ARR 0847 (Stand 4) Burton upon Trent, New Street (Stand DEP 0852 4) Burton upon Trent, adj Sainsbury’s Store 0852 Burton upon Trent, adj Devonshire Arms 0854 Burton upon Trent, adj Railway Station 0855 Shobnall, adj Borough Road 0855 Shobnall, adj Casey Lane 0856 Shobnall, adj Albert Street 0857 Outwoods, adj No. 153 0858 Outwoods, adj The Carousels 0858 Horninglow, adj Victoria Crescent 0859 Horninglow, adj The Navigation 0900 Horninglow, opp Hevea Road 0901 Horninglow, opp The New Inn 0901 Horninglow, opp Harper Avenue 0902 Horninglow, opp Red Lion Inn 0903 Horninglow, adj Morley’s Hill 0903 Horninglow, opp Charnwood Road 0904 Horninglow, adj Dover Road 0905 Outwoods, opp Ibstock Road 0906 Outwoods, opp Norton Road 0908 Queens Hospital, adj Graduate Medical 0910 Centre Staffordshire County Council24/08/2012 1510 Route 19 is operated by Midland Classic Limited 19 Queens Hospital - Burton - Swadlincote - Measham

Saturday Service Information: C Measham, adj The Swan 0838 38 1338 1438 1648 1758 Measham, o/s Church 0838 38 1338 1438 1648 1758 Measham, adj Navigation Street 0838 38 1338 1438 1648 1758 Measham, opp Burton Road 0839 39 1339 1439 1649 1759 Measham, Tamworth Road (NW-bound) 0839 39 1339 1439 1649 1759 Measham, adj Dysons Close 0840 40 1340 1440 1650 1800 Donisthorpe, Measham Road (NW-bound) 0843 43 1343 1443 1653 1803 Acresford, opp Measham Road 0844 44 1344 1444 1654 1804 Overseal, Main Street (N-bound) 0848 48 1348 1448 1658 1808 Overseal, Burton Road (NW-bound) 0848 48 1348 1448 1658 Overseal, opp Coronation Street 0848 48 1348 1448 1658 Overseal, adj Green Lane 0849 49 1349 1449 1659 Overseal, adj Burton Road 225 0849 49 1349 1449 1659 Linton, adj Rickmans Corner 0850 50 1350 1450 1700 Castle Gresley, adj Mount Pleasant 0850 50 1350 1450 1700 Castle Gresley, Mount Pleasant Road 0851 51 1351 1451 1701 (NW-bound) Castle Gresley, opp Bridge Street 0852 52 1352 1452 1702 Castle Gresley, adj Toons Furnishings 0852 52 1352 1452 1702 Castle Gresley, adj Mount Road 0852 52 1352 1452 1702 Castle Gresley, opp Meynell House 0853 53 1353 1453 1703 Castle Gresley, opp Appleby Glade 0854 54 1354 1454 1704 Swadlincote, opp Oaktree Business Park 0855 55 1355 1455 1705 Swadlincote, opp Mirage 0855 55 1355 1455 1705 Swadlincote, opp Tetron Point 0855 55 1355 1455 1705 Swadlincote, opp Tnt Depot 0856 56 1356 1456 1706 Swadlincote, opp Brunel Healthcare 0856 56 1356 1456 1706 Swadlincote, adj Bus Station ARR 0858 58 1358 1458 1708 Swadlincote, adj Bus Station DEP 0900 00 1400 1605 Swadlincote, Darklands Road (N-bound) 0900 00 1400 1605 Swadlincote, opp Catholic Club 0901 01 1401 1606 Swadlincote, Boardmans Hill (NW-bound) 0901 01 1401 1606 Newhall, adj Royal Oak 0902 02 1402 1607 Newhall, opp Abbotts Road 0902 02 1402 1607 Newhall, opp George Inn 0902 02 1402 1607 Newhall, opp Hill Street 0902 02 1402 1607 Newhall, adj Village Hall 03 03 03 08 09 then 14 16 Newhall, adj Thorn Tree 03 03 03 08 09 at 14 16 Newhall, adj Wood Lane Top 04 04 04 09 09 these 14 16 Stanhope Bretby, adj Chesterfield Arms 05 05 05 10 09 mins until 14 16 Stanhope Bretby, adj Business Park 05 05 05 10 09 past 14 16 Stanhope Bretby, adj Stanhope Arms 06 06 06 11 09 each 14 16 Stanhope Bretby, opp 25 Ashby Road East 07 07 07 12 09 hour 14 16 Brizlincote, adj Beaufort Road Top 0908 08 1408 1613 Brizlincote, adj Latham Close 0909 09 1409 1614 Brizlincote, adj Hargate Road 0909 09 1409 1614 Brizlincote, adj Dalton Avenue 0910 10 1410 1615 Brizlincote, adj Winchcombe Drive 0911 11 1411 1616 Brizlincote, opp Septon Close 0911 11 1411 1616 Brizlincote, adj 14 Springfield Villas 0912 12 1412 1617 Stapenhill, adj Foxglove Avenue 0913 13 1413 1618 Stapenhill, opp Greenvale Close 0914 14 1414 1619 Stapenhill, opp Woods Lane 0915 15 1415 1620 Stapenhill, adj Main Street 0916 16 1416 1621 Burton upon Trent, opp Bond Street 0919 19 1419 1624 Burton upon Trent, New Street ARR 0920 20 1420 1625 (Stand 4) Burton upon Trent, New Street (Stand DEP 0922 22 1422 1532 1627 4) Burton upon Trent, adj Sainsbury’s Store 0922 22 1422 1532 1627 Burton upon Trent, adj Devonshire Arms 0924 24 1424 1534 1629 Burton upon Trent, adj Railway Station 0925 25 1425 1535 1630 Shobnall, adj Borough Road 0925 25 1425 1535 1630 Shobnall, adj Casey Lane 0926 26 1426 1536 1631 Shobnall, adj Albert Street 0927 27 1427 1537 1632 Outwoods, adj No. 153 0928 28 1428 1538 1633 Outwoods, adj The Carousels 0928 28 1428 1538 1633 Horninglow, adj Victoria Crescent 0929 29 1429 1539 1634 Horninglow, adj The Navigation 0930 30 1430 1540 1635 Horninglow, opp Hevea Road 0931 31 1431 1541 1636 Horninglow, opp The New Inn 0931 31 1431 1541 1636 Horninglow, opp Harper Avenue 0932 32 1432 1542 1637 Horninglow, opp Red Lion Inn 0933 33 1433 1543 1638 Horninglow, adj Morley’s Hill 0933 33 1433 1543 1638 Horninglow, opp Charnwood Road 0934 34 1434 1544 1639 Horninglow, adj Dover Road 0935 35 1435 1545 1640 Outwoods, opp Ibstock Road 0936 36 1436 1546 1641 Outwoods, opp Norton Road 0938 38 1438 1548 1643 Queens Hospital, adj Graduate Medical 0940 40 1440 1550 1645 Centre Sunday no service C Continues to Cadley Hill Staffordshire County Council24/08/2012 1510 Route 19 is operated by Midland Classic Limited