PROPOSED MIXED USE DEVELOPMENT ON LAND OFF THE DOVE WAY, UTTOXETER
TRANSPORT ASSESSMENT
SEPTEMBER 2011
REPORT REF: 20111/JW/08-11/3119 REV A
PROPOSED MIXED USE DEVELOPMENT ON LAND OFF THE DOVE WAY, UTTOXETER
TRANSPORT ASSESSMENT
SEPTEMBER 2011
REPORT REF: 20111/JW/08-11/3119 REV A
CLIENTS: Clowes Developments Ltd East Staffordshire Borough Council
ENGINEER: Mewies Engineering Consultants Ltd Wellington House Leicester Road Ibstock Leicestershire LE67 6HP
Tel: 01530 264753 Fax: 01530 588116 Email [email protected]
Report Prepared By: Report Checked By:
...... James Whitton, BSc(Hons) AMCIHT Tim Rose, BA(Hons) MCIHT
Report Approved By:
...... Alexander Bennett, BSc(Hons) MCIHT
COPYRIGHT The contents of this document must not be copied or reproduced in whole or part without the written consent of Mewies Engineering Consultants Ltd. Transport Assessment – The Dove Way, Uttoxeter
REGISTRATION OF AMENDMENTS
Revision Amendment Details Revision Revision and Date Prepared Approved By By
A Minor amendments to the site layout resulting in a reduction in the JW TR 23/09/11 B1 commercial land use.
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CONTENTS 1. INTRODUCTION 2. METHODOLOGY 3. SITE DESCRIPTION 4. LOCAL HIGHWAY NETWORK 5. SUSTAINABILITY 6. VEHICULAR IMPACT 7. ACCIDENT DATA 8. ACCESS AND PARKING 9. MITIGATION 10. CONCLUSIONS
APPENDICES A. SITE LOCATION PLAN PROPOSED SITE LAYOUT PLAN – MMA DRAWING 769/SK-01
B. STAFFORDSHIRE COUNTY COUNCIL CORRESPONDENCE HIGHWAYS AGENCY CORRESPONDENCE
C. DRAWING 20111_15_001 - LOCAL HIGHWAY NETWORK
D. BUS TIMETABLES DRAWING 20111_15_002 – BUS STOP LOCATIONS AND BUS ROUTES PLAN DRAWING 20111_15_003 – EXISTING PEDESTRIAN FACILITIES AND LOCAL FACILITIES AND AMENITIES PLAN DRAWING 20111_15_004 – EXISTING CYCLE FACILITIES
E. TRAFFIC COUNT DATA
F. TRICS DATA
G. TRAVEL TO WORK CENSUS DATA DEVELOPMENT DISTRIBUTION SUMMARY DIAGRAMS
H. 2011 CURRENT YEAR CAPACITY ASSESSMENTS AND SUMMARY DIAGRAMS
I. 2021 FUTURE YEAR CAPACITY ASSESSMENTS AND SUMMARY DIAGRAMS
J. 2021 + DEVELOPMENT CAPACITY ASSESSMENT DATA AND SUMMARY DIAGRAMS
K. ACCIDENT DATA
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L. PROPOSED ACCESS ROUNDABOUT: ARMSTRONG STOKES AND CLAYTON DRAWING CON/100/100B/T
M. PROPOSED ACCESS ROUNDABOUT CAPACITY ASSESSMENTS
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1.0 INTRODUCTION
1.1 Mewies Engineering Consultants Ltd (M-EC) has been commissioned by Clowes Developments Ltd and East Staffordshire Borough Council to undertake a Transport Assessment (TA) for a proposed mixed use, residential and commercial development on land off The Dove Way, Uttoxeter. A site location plan and proposed site layout are provided in Appendix A.
1.2 This TA will examine a residential and commercial development split into two parcels of land on opposite sides of The Dove Way. The residential development comprises 56 dwellings on the western side of The Dove Way and the commercial development comprises 17,427.5sqm of B1 use (2,740sqm) and B2 use (14,687.5) on the eastern side of The Dove Way.
1.3 The revised layout in Appendix A has provided a reduced commercial area from that considered in the initial TA however the larger area has been assumed within this document for robustness. This TA has therefore assessed the following commercial uses;
• B1 – 3,040sqm • B2 – 14,687.5sqm
1.4 Discussions have taken place with Staffordshire County Council (SCC) and the Highways Agency (HA) regarding the scope of this TA and all relevant correspondence is contained within Appendix B. A Travel Plan (ref: 20111/JW/08-11/3123) has also been produced by M-EC and should be read in conjunction with this report.
1.5 This TA will evaluate a range of highway factors appertaining to the development and its effect on the surrounding highway network and in particular the impact the development will have on surrounding junctions. The site will also be assessed with regards to the distance to local facilities and amenities and ease of access from the site.
1.6 This TA will examine the situation in the local area in terms of accessibility to sustainable transport modes and provide specific details on how any significant modifications could be made in order to improve sustainable movement and safety for vulnerable road users.
1.7 M-EC has completed this report for the benefit of the individuals referred to in paragraph 1.1 and any relevant statutory authority which may require reference in relation to approvals for the proposed development. Other third parties should not use or rely upon the contents of this report unless explicit written approval has been gained from M-EC.
1.8 M-EC accepts no responsibility or liability for:-
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a) The consequence of this documentation being used for any purpose or project other than that for which it was commissioned.
b) The issue of this document to any third party with whom approval for use has not been agreed.
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2.0 METHODOLOGY
2.1 This TA details the process and procedures followed and the conclusions reached regarding the impact in terms of transportation issues for a proposed mixed use development at land off The Dove Way, Uttoxeter.
2.2 This TA demonstrates: -
••• A detailed assessment of the existing highway network in order to highlight the current accessibility to the site.
••• An investigation into the existing public transport routes and their proximity to the site, along with suggestions towards possible improvements to this network if deemed appropriate.
••• An investigation into the location and condition of pedestrian and cycle routes close to the site in order to demonstrate accessibility to the site via sustainable modes.
••• The availability of local facilities.
••• Consideration of the likely impact of the development upon the surrounding highway network. This impact will be assessed through an analysis of impacted junctions.
••• Consideration of the access to both parcels of land via the construction of a roundabout on The Dove Way.
••• A study of personal injury accidents to assess the safety of the local highway network.
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3.0 SITE DESCRIPTION
3.1 The site is located on both the eastern and western boundaries of The Dove Way and is approximately 1km to the north of Uttoxeter and 18km to the north west of Burton upon Trent. The closest amenities to the site are located within Uttoxeter with a Post Office, supermarkets, a library, several banks and other convenience stores .
3.2 The residential site is bound by a sports field and open field to the north, The Dove Way to the east and further sports fields and an area of residential housing to the south. The western boundary of the site comprises of a public refuse tip and scrubland backing on to the premises of a building contractors. The site currently comprises of open scrubland and scattered groups of trees.
3.3 The commercial element of the site is bound to the north by the A50, The Dove Way to the west, and a sewerage works and open fields to the south and east. The site currently comprises of a mixture of open fields, hedgerows and unmaintained scrubland.
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4.0 LOCAL HIGHWAY NETWORK
4.1 The local highway network is shown on drawing 20111_15_001 in Appendix C and for the purposes of this report can be considered to comprise of the following:
••• The Dove Way ••• Park Street ••• A518 Derby Road ••• A50
The Dove Way 4.2 The Dove Way is approximately 7m wide with a 60mph speed restriction and forms the eastern boundary of the residential site and part of the western boundary of the proposed commercial site. The Dove Way features a combined footway/cycleway from the centre of Uttoxeter, north to the roundabout with Ashbourne Road and the B5030.
Park Street 4.3 Park Street is situated to the west of the residential site and provides links to Ashbourne Road to the north and High Street, leading to Uttoxeter Town Centre, to the south. Park Street has a 30mph speed restriction and features street lighting and a footway on both sides of the road.
A518 Derby Road 4.4 Derby Road is situated to the south east of both the residential and commercial developments an can be accessed by heading south along The Dove Way. Derby Road is a single carriageway road and features a footway and a varying speed limit. Following Derby Road north provides a direct link to the A50 .
A50 4.5 The A50 is a dual carriageway road with a 70mph speed restriction and located north of the residential site and forms the northern border of the commercial site. Travelling west the A50 provides links to Stoke on Trent and Newcastle under Lyme while heading east provides access to Derby. The A50 can be accessed from both sites via the A518 Derby Road to the south and via Spath roundabout to the north.
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5.0 SUSTAINABILITY
Existing Public Transport Facilities Bus 5.1 There are a number of existing bus services operating in Uttoxeter. The 1A and 1E services operate along between Uttoxeter and Burton via Tutbury from Uttoxeter Bus Station to the south of the site at regular intervals while service number 409 provides links between Uttoxeter and Ashbourne. Service number 4 links much of the residential area of Uttoxeter with the Tesco superstore located on Town Meadows Way with service number 32/32A providing links with Cheadle and Hanley. Bus timetable information is provided in Appendix D and Table 1 below provides a summary of the public transport services operating within Uttoxeter.
Table 1: Summary of public transport services operating in Uttoxeter Service Operating Time Frequency Route 1A Monday - Saturday Hourly Uttoxeter – Sudbury – Hatton – 0550 - 2245 Tutbury – Rolleston – Burton
1E Sunday & Bank Every 2 hours Uttoxeter – Burton via Tutbury Holidays 0825 - 2025 4 Monday to Saturday Up to every 30 Tesco – Bus Station – Residential 0800 - 1700 minutes area - Tesco 32/32A Monday to Saturday Approximately every Uttoxeter – Cheadle - Hanley 0653 - 2310 2 hours
402 Monday – Saturday Approximately every Uttoxeter – Draycott – Hanbury - 0730 - 1715 2 hours Burton 409 Monday - Saturday Approximately every Uttoxeter – Rocester – Denstone – 0705 - 1725 2 hours Mayfield - Ashbourne
5.2 The closest bus stops to the residential site are located on Cheadle Road/High Street approximately 500 metres walking distance south west of the proposed development. These are flag stops only with no timetable information, shelter provision or raised kerbs. For the commercial site, the bus stops on Cheadle Road/High Street are located approximately 750 metres walking distance from the site boundary. Drawing 20111_15_002 in Appendix D shows the existing bus stop locations and bus routes as detailed above.
Rail 5.3 The nearest train station to the site is situated within Uttoxeter; approximately 1.1km to the south of the site. This station provides a link to major towns and cities including Stoke on Trent, Derby and Crewe and includes secure cycle storage. Table 2 below provides details on rail services to the major destinations.
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Table 2: Summary of train services operating from Uttoxeter Train Station Route Operating time Frequency Travel time (Outward journeys) Uttoxeter - Stoke 0705 – 2107 Hourly Approximately 26 minutes Mon - Sun
Uttoxeter - Derby 0658 – 2212 Hourly Approximately 25 minutes Mon - Sun
Uttoxeter - Crewe 0707 – 2107 Hourly Approximately 52 minutes Mon - Sun
Existing Pedestrian Facilities 5.4 According to the National Travel Survey (Goodman et al, 1998), walking constitutes 29% of all journeys made in a year, on a national scale. Planning Policy Guidance 13 (PPG13) – Transport, states that walking is the most important mode of travel at the local level and offers the greatest potential to replace short car trips, particularly under 2km. The Department of Transport National Statistics, Personal Travel Fact Sheet No.4 – January 2003 – entitled “Walking in Great Britain” states that 4 out of 5 (77%) of walking trips were under a mile (1.6km) and only 8% were 2 miles or above in length .
5.5 Drawing 20111_15_003 in Appendix D identifies the location of key amenities and facilities located within 2km of the site and walking routes from the site to these facilities. Amenities within Uttoxeter are located approximately 600 metres walking distance south of the residential site and can be accessed from a pedestrian link from the site onto Pennycroft Lane and existing footways along Park Street and High Street. For the commercial development, amenities are situated approximately 900 metres walking distance from the site and are accessed via footways along The Dove Way and Town Meadows Way (Tesco) or The Dove Way and Dove Bank (Uttoxeter town centre).
5.6 St Mary’s First School is situated 0.5km west of the site on Heath Road which can be accessed via Park Street, Cheadle Road and Heath Road. Thomas Alleynes High School is located 0.3km south of the proposed development on Dove Bank which is accessible from Park Street, High Street, Bradley Street, Back Lane and Dove Bank.
5.7 The nearest large supermarket from the commercial site is Tesco which is situated approximately 1km to the south of the site in Uttoxeter and can be accessed via The Dove Way and Town Meadows Way. The closest local supermarket is Tesco Express, situated 0.75km from the site boundary on Holly Road and can be accessed via Park Street, Cheadle Road and Holly Road.
Existing Cycling Facilities 5.8 PPG13 states that cycling has the potential to substitute short car trips, particularly those less than 5 km. The DoT National Statistics, Person Travel Fact Sheet 5A – January 2003 – entitled “Cycling in
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Great Britain,” states that the average length of a cycle stage was 2.4 miles (3.86km) and that 10% of cycle trips were 5 miles (8km) or over in length.
5.9 A review of the Sustrans website has determined that there is a traffic free cycle route on The Dove Way and heading west along Old Knotty Way. In Addition, a cycle route is identified east along the A50 forming national route 54 leading to national route 549 on Derby Road heading east to Sudbury, Scropton and Hatton.
Site Areas Source: Sustrans
5.10 Drawing 20111_15_004 in Appendix D shows the existing cycle facilities located within the local area and also highlights the facilities and amenities located within 5km of the site.
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6.0 VEHICULAR IMPACT
Methodology 6.1 An assessment has been undertaken to consider the impact of the proposed development on the local and strategic highway network following discussion with SCC and the HA. Assessments have been undertaken at the following locations;
• A50/A518 Derby Road Roundabout • A50/A518/B5030 Roundabout • A518 The Dove Way/B5030 Roundabout • A518 The Dove Way/Derby Road A518 Roundabout • Town Meadows Way/Dovebank A522 Roundabout • Derby Road A518/Dovefields Mini Roundabout
Traffic Count Data 6.2 Traffic count data has been obtained for all junctions detailed above along with an ATC count along The Dove Way to record volume and speeds of vehicles along Dove Way. Independent traffic counts were undertaken in June 2011 by Road Data Services (RDS) and a copy of the data is provided in Appendix E.
Assessments 6.3 The assessments will consider the operation of the above junctions at a base year (2011) and at a future base year of 2021 (with and without development).
6.4 To achieve 2021 background traffic flows, the 2011 base flows will be growthed using rates derived from TEMPRO. TEMPRO provides two datasets, AF08 and AF09 as shown in Tables 3a and 3b. As dataset AF08 shows far higher projected growth this has been used for robustness.
Table 3a: Growth rates to achieve 2021 future year base flows using dataset NTM AF08 Period AM Peak PM Peak 2011 – 2021 1.1565 1.1631
Table 3b: Growth rates to achieve 2021 future year base flows using dataset NTM AF09 Period AM Peak PM Peak 2011 – 2021 1.1093 1.1157
Committed Development 6.5 The NTM is based on land-use data and therefore should include the allocated sites and future predicted growth within the East Staffordshire District. The NTM/TEMPRO data detailed above should therefore account for committed development flows on the local highway network.
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Trip Generation 6.6 The TRICS database has been used to derive the trip rates for the residential development (56 dwellings) and commercial development (B1 = 3,040sqm and B2 = 14,687.5sqm) during the AM Peak (08.00 – 09.00) and PM Peak (17.00 – 18.00). Table 4 below provides a summary of the trip rates provided and the TRICS data is attached in Appendix F.
Table 4: Trip Generation rates for the residential and commercial development AM Peak Hour Weekday PM Peak Hour Weekday Land Use GFA (08.00 – 09.00) (17.00 – 18.00) Arrivals Departures Arrivals Departures Residential 0.169 0.405 0.379 0.231 (56 dwellings) (9 trips) (23 trips) (21 trips) (13 trips) B1 Use 1.774 0.256 0.350 1.228 (3,040sqm) (54 trips) (8 trips) (11 trips) (37 trips) B2 Use 0.780 0.355 0.211 0.661 (14,687.5sqm) (115 trips) (52 trips) (31 trips) (97 trips) Total for Peak 261 trips 210 trips
Trip Distribution 6.7 Following discussions with SCC, ward specific method of travel to work and distance travelled to work Census data has been obtained in order to determine trip assignment and distribution from the site. Data has been obtained from the NOMIS website and is attached in Appendix G. The data shows that the majority (52%) of existing residents work within the East Staffordshire area, i.e Uttoxeter and Burton on Trent. Approximately 10% of residents work in Stafford and approximately 5% in South Derbyshire and Stoke. The remaining percentages are split between locations further away such as Leicester, Nottingham and Birmingham.
6.8 Trip Distribution from the residential site has been based on the existing locations determined from the census data with the commercial trips distributed on a gravity model of surrounding residential areas. This showed the majority of trips will distribute to/from the East Staffordshire and Burton area and approximately 10% of trips will distribute to/from Stafford. The remaining trips have been distributed in all directions towards other residential areas such as Derby, Stoke, Nottingham, Lichfield and Cannock.
6.9 In relation to trips distributing to/from the A50, it should be noted that two possible routes exist from the site access on Dove Way. The first is by heading north along The Dove Way to the Spath roundabout and then south onto the A50. The second is south along The Dove Way and then north on the A518. As the route south is approximately half the distance of the route north and also quicker in terms of time taken to travel the route, it has been assumed that the majority of all traffic travelling eastbound on the A50 will use this route. Development distribution summary diagrams are provided in Appendix G.
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Current Year Assessment (2011) 6.10 In order to observe the current capacity, queues and delays at the junctions in 2011, Department of Transport TRL program ARCADY 6 and have been used.
6.11 Table 5 below provides a summary of predicted queues and delays at 2011 current year flows. Summary diagrams and capacity assessment data can be found in Appendix H.
Table 5: Assessment of 2011 current year flows Junction/Arm Peak Max RFC Max Queues Max Delay (%) (vehs) (sec/vehs)
A50/A518 Derby Road Roundabout Arm A: A50 East AM 0.329 1 2 PM 0.302 0 2 Arm B: A518 Derby Road AM 0.310 0 2 PM 0.296 0 2 Arm C: A50 West AM 0.596 2 5 PM 0.907 9 12 Arm D: Access Road AM 0.010 0 4 PM 0.004 0 5
A50/A518/B5030 Roundabout Arm A: A50 East AM 0.600 2 4 PM 0.551 1 4 Arm B: B5030 AM 0.513 1 6 PM 0.543 1 6 Arm C: A50 West AM 0.496 1 4 PM 0.674 2 5 Arm D: A518 AM 0.517 1 4 PM 0.702 2 5
A518 The Dove Way /B5030 Roundabout Arm A: A518 The Dove Way AM 0.302 0 4 PM 0.316 1 4 Arm B: A518 South AM 0.484 1 4 PM 0.562 2 5 Arm C: B5030 AM 0.499 1 4 PM 0.697 2 5
A518 The Dove Way /Derby Road A518 Roundabout Arm A: A518 Derby Road AM 0.482 1 5 PM 0.577 1 7 Arm B: A518 South AM 0.588 1 5 PM 0.573 1 5 Arm C: Access Road AM 0.006 0 6 PM 0.004 0 6 Arm D: The Dove Way AM 0.245 0 2 PM 0.259 0 2
A518 Town Meadows Way/Dovebank A522 Roundabout Arm A: Retail Access AM 0.157 0 5 PM 0.330 1 7 Arm B: Town Meadows Way AM 0.606 2 5
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PM 0.586 1 5 Arm C: Dove Bank AM 0.502 1 8 PM 0.704 2 10 Arm D: A518 AM 0.600 2 5 PM 0.719 3 7
A518 Derby Road /Dovefields Mini Roundabout Arm A: Dove Walk AM 0.101 0 8 PM 0.034 0 7 Arm B: Dovefields AM 0.186 0 8 PM 0.337 1 10 Arm C: A518 Derby Road S AM 0.752 3 14 PM 0.754 3 13 Arm D: A518 Derby Road N AM 0.726 3 12 PM 0.705 2 11
6.12 Table 5 above shows that the A50 West Arm (Arm C) of the A50/A518 roundabout already operates over capacity at the 2011 current year assessment with a maximum RFC of 0.907 (90.7%) in the PM peak. All other junctions currently operate within capacity, however, Arms C and D of both the A518 Town Meadows Way/Dovebank A522 and A518 Derby Road/Dovefields Roundabouts show potential capacity concerns with RFC values of between 0.704 and 0.754 in the PM peak.
Future Year Assessment (2021) 6.13 In order to observe the current capacity, queues and delays at the junctions in 2021, Department of Transport TRL program ARCADY 6 has been used. Table 6 below provides a summary of predicted queues and delays at 2021 background flows. Summary diagrams and capacity assessment data can be found in Appendix I.
Table 6: Assessment of 2021 future year flows Junction/Arm Peak Max RFC Max Queues Max Delay (%) (vehs) (sec/vehs)
A50/A518 Derby Road Roundabo ut Arm A: A50 East AM 0.386 1 2 PM 0.354 1 2 Arm B: A518 Derby Road AM 0.371 1 3 PM 0.354 1 2 Arm C: A50 West AM 0.699 2 6 PM 1.067 66 55 Arm D: Access Road AM 0.012 0 5 PM 0.004 0 6
A50/A518/B5030 Roundabout Arm A: A50 East AM 0.729 3 6 PM 0.672 2 5 Arm B: B5030 AM 0.661 2 8 PM 0.692 2 8 Arm C: A50 West AM 0.601 2 5 PM 0.828 5 8 Arm D: A518 AM 0.628 2 4 PM 0.877 7 10
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A518 The Dove Way/B5030 Roundabout Arm A: A518 The Dove Way AM 0.366 1 4 PM 0.400 1 5 Arm B: A518 South AM 0.566 1 5 PM 0.663 2 6 Arm C: B5030 AM 0.585 1 4 PM 0.822 4 8
A518 The Dove Way/Derby Road A518 Roundabout Arm A: A518 Derby Road AM 0.576 1 7 PM 0.696 2 8 Arm B: A518 South AM 0.681 2 5 PM 0.668 2 5 Arm C: Access Road AM 0.007 0 7 PM 0.005 0 7 Arm D: The Dove Way AM 0.294 0 3 PM 0.313 1 3
A518 Town Meadows Way/Dovebank A522 Roundabout Arm A: Retail Access AM 0.210 0 6 PM 0.468 1 10 Arm B: Town Meadows Way AM 0.714 3 7 PM 0.694 2 6 Arm C: Dove Bank AM 0.645 2 10 PM 0.896 7 20 Arm D: A518 AM 0.710 2 6 PM 0.862 6 10
A518 Derby Road/Dovefields M ini Roundabout Arm A: Dove Walk AM 0.133 0 10 PM 0.047 0 8 Arm B: Dovefields AM 0.237 0 9 PM 0.438 1 11 Arm C: A518 Derby Road S AM 0.877 6 20 PM 0.884 7 21 Arm D: A518 Derby Road N AM 0.846 5 17 PM 0.828 5 16
6.14 Table 6 above shows that the increased traffic flow at a 2021 future base year scenario has caused Arm C of the A50/A518 Derby Road Roundabout to be pushed further over capacity with Arm D of the A50/A518/B5030 Roundabout, Arms C and D of the A518 Town Meadows Way/Dovebank A522 Roundabout and Arm C of the A518 Derby Road/Dovefields mini Roundabout now also operating over capacity.
2021 plus development flows 6.15 In order to observe the capacity, queues and delays at the junctions at 2021 with the proposed development, Department of Transport TRL program ARCADY 6 has been used. Table 7 below provides a summary of predicted queues and delays at a future year scenario of 2021 including development flows with summary diagrams and capacity assessment data presented in Appendix J.
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Table 7: Assessment of 2021 plus development flows Junction/Arm Peak Max RFC Max Queues Max Delay (%) (vehs) (sec/vehs)
A50/A518 Derby Road Roundabout Arm A: A50 East AM 0.420 1 2 PM 0.366 1 2 Arm B: A518 Derby Road AM 0.393 1 3 PM 0.394 2 3 Arm C: A50 West AM 0.708 2 6 PM 1.09 2 83 73 Arm D: Access Road AM 0.013 0 5 PM 0.004 0 7
A50/A518/B5030 Roundabout Arm A: A50 East AM 0.734 3 6 PM 0.678 2 5 Arm B: B5030 AM 0.668 2 8 PM 0.702 2 8 Arm C: A50 West AM 0.615 2 5 PM 0.834 5 9 Arm D: A518 AM 0.637 2 4 PM 0.8 93 8 10
A518 The Dove Way/B5030 Roundabout Arm A: A518 The Dove Way AM 0.382 1 4 PM 0.431 1 5 Arm B: A518 South AM 0.582 1 5 PM 0.671 2 6 Arm C: B5030 AM 0.596 2 4 PM 0.827 5 8
A518 The Dove Way/Derby Road A518 Roundabout Arm A: A518 Derby Road AM 0.676 2 8 PM 0.750 3 10 Arm B: A518 South AM 0.753 3 7 PM 0.691 2 6 Arm C: Access Road AM 0.009 0 8 PM 0.005 0 7 Arm D: The Dove Way AM 0.338 1 3 PM 0.393 1 3
A518 Town Meadows Way/Dovebank A522 Roundabout Arm A: Retail Access AM 0.217 0 7 PM 0.499 1 10 Arm B: Town Meadows Way AM 0.763 3 7 PM 0.712 2 7 Arm C: Dove Bank AM 0.685 2 11 PM 0.914 8 22 Arm D: A518 AM 0.732 3 7 PM 0.902 8 13
A518 Derby Road/Dovefields M ini Roundabout Arm A: Dove Walk AM 0.150 0 11 PM 0.049 0 8 Arm B: Dovefields AM 0.268 0 10
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PM 0.459 1 12 Arm C: A518 Derby Road S AM 0.93 2 10 26 PM 0.98 3 16 36 Arm D: A518 Derby Road N AM 0.96 4 14 30 PM 0.87 0 6 19
6.16 Table 7 above shows that the development flows marginally exacerbate capacity in the locations which were already operating over the desired 0.850 (85%) threshold at a base year assessment of 2021. In addition, it is observed that development flows also push Arm D of the A518 Derby Road/Dovefields Mini Roundabout over capacity with RFC values of 0.964 in the AM peak and 0.870 in the PM peak up from 0.846 and 0.828 respectively in the 2021 base year assessment.
6.17 The results of the capacity assessments have determined that the predicted increase in traffic flows in the future year scenario of 2021 will cause capacity issues at a number of locations which are further exacerbated by the development flows. Consequently measures are required to mitigate the development impact and reduce RFC values down to the levels exhibited in the 2021 base year assessment. Proposed highway mitigation measures are outlined in section 9 of this report.
Percentage Impact Analysis 6.18 Table 7 above identified capacity issues at a number of the junctions with the exception of the A518 The Dove Way/B5030 Roundabout and the A518 The Dove Way/Derby Road A518 Roundabout. In order to consider the development impact in terms of trip generation at the junctions noted over capacity a percentage impact analysis on each arm has been undertaken and this is detailed in Table 8 below (note the arms shown in bold, italic, underline are those noted as being over capacity in Table 7).
Table 8: Percentage impact analysis of development trips on junctions operating over capacity 2021 + Percentage Junction/Arm Peak 2021 Flows Development Impact (% Flows increase)
A50/A518 Derby Road Roundabout Arm A: A50 East AM 1867 1990 6.6 PM 2312 2411 4.3 Arm B: A518 Derby Road AM 1240 1363 9.9 PM 1208 1307 8.2 Arm C: A50 West AM 2036 2036 0 PM 2520 2520 0 Arm D: Access Road AM 9 9 0 PM 10 10 0
A50/A518/B5030 Roundabout Arm A: A50 East AM 2037 2037 0 PM 2496 2496 0 Arm B: B5030 AM 1178 1178 0 PM 1279 1279 0
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Arm C: A50 West AM 1718 1750 1.9 PM 1838 1866 1.5 Arm D: A518 AM 1705 1737 1.9 PM 2043 2071 1.4
A518 Town Meadows Way/Dovebank A522 Roundabout Arm A: Retail Access AM 317 317 0 PM 512 512 0 Arm B: Town Meadows Way AM 1832 1940 5.9 PM 2036 2109 3.6 Arm C: Dove Bank AM 698 698 0 PM 976 976 0 Arm D: A518 AM 1893 1983 4.8 PM 2012 2085 3.6
A518 Derby Road/Dovefields Mini Roundabout Arm A: Dove Walk AM 51 51 0 PM 62 62 0 Arm B: Dovefields AM 268 268 0 PM 268 268 0 Arm C: A518 Derby Road S AM 1149 1272 7.0 PM 1271 1370 7.8 Arm D: A518 Derby Road N AM 1222 1343 9.9 PM 1195 1294 8.3
6.19 Table 8 shows that out of the arms noted as being over capacity in Table 7, the development will only have a greater than 5% impact on the A518 Derby Road/Dovefields mini roundabout. Whilst a greater than 5% impact is noted on the other junctions with the exception of the A50/A518/B5030 Roundabout the principle impact occurs on arms operating within capacity.
6.20 Notwithstanding the above the impact of the development will exacerbate capacity at these junctions and therefore appropriate improvement measures will be considered further in Section 9.
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7.0 ACCIDENT DATA
7.1 Accident data has been obtained from SCC for the Uttoxeter area and for all junctions assessed within Section 6 of this report. Data has been supplied for the previous 5 years. In total there have been 83 accidents of which 6 were classified as serious and 2 were fatal. A full set of the Accident Data can be found in Appendix K and the details of each accident can be found in the tables below.
Table 9: Accidents occurring within Uttoxeter Town Centre Year Location Conditions Severity Description 2006 High Street Dry/Day Slight Vehicle 1 went through a red light and collided with a pedestrian 2006 Park Street/Johnson Dry/Day Slight Vehicle 1 lost control entering Road Junction junction 2006 Silver Street/Church Dry/Day Slight Vehicle 1 was waiting at junction Street Junction when hit from behind by Vehicle 2 2006 Park Street Dry/Day Slight Vehicle 1 slows suddenly and is hit by following Vehicle 2 2006 Dove Bank Dry/Day Serious Pedestrian steps out in front of Vehicle 2 causing collision 2007 Silver Street/Church Dry/Day Slight Vehicle 1 waiting at junction when Street Junction hit at the rear by Vehicle 2 2007 Silver Street/Church Dry/Dark Slight Vehicle 1 pulls out in front of Street Junction Vehicle 2 causing collision 2007 Silver Street/Church Dry/Dark Slight Inattention from driver of vehicle Street Junction caused collision with kerb resulting in vehicle overturning 2007 Dove Bank Dry/Day Slight Speeding Vehicle 1 lost control on bend and collided with Vehicle 2 2007 Silver Street/Church Dry/Day Slight Vehicle 1 pulled out in front of Street Junction Vehicle 2 causing collision. Dazzling sun cited as cause 2008 Smithfield Road Dry/Day Slight Vehicle 1 (moped) brakes suddenly and loses control causing minor injury 2008 Smithfield Road/High Wet/Day Slight Stolen vehicle with inebriated driver Street Junction loses control on a bend in the road 2008 Silver Street/Back Lane Wet/Day Slight Vehicles 1 and 2 held up at junction Junction when shunted from the rear by Vehicle 3 2008 Park Street/Croft Grove Dry/Day Slight Vehicle exiting junction when Junction collided with pedestrian 2009 Park Avenue Dry/Day Slight Vehicle 1 (bus/coach) collided with pedestrian 2009 Park Street Dry/Day Serious Vehicle 1(motorcycle) lost control causing serious injury to rider 2009 Dove Bank/entrance to Dry/Day Slight Vehicle 1 was turning into the Thomas Alleyne High School entrance and collided with a School pedal cycle travelling in the opposite direction 2010 Back Lane Dry/Day Slight Vehicle 1 was overtaking static traffic when a pedestrian entered the road causing collision 2010 Park Street Dry/Day Slight Pedal cycle swerved resulting in collision with overtaking Vehicle 2
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7.2 Table 9 above shows 19 accidents for the area over the last 5 years of which 2 were serious in severity. A total of 5 accidents were recorded in both in 2006 and 2007, which was reduced to 4 in 2008, then 3 in 2009 and 2 in 2010 highlighting the continued safety improvements made on the road network within Uttoxeter. Consequently it is considered there is no accident problem at this location.
Table 10: Accidents occurring at or close to the A518 Derby Road/A50 Roundabout Year Location Conditions Severity Description 2006 Derby Road/A50 Dry/Dark Slight Vehicle 1 was waiting at roundabout Roundabout when hit from the rear by Vehicle 2 2007 Derby Road/A50 Dry/Day Slight Vehicle 1 (mgv) moved lanes as Roundabout Vehicle 2 was overtaking causing collision 2007 Derby Road/A50 Wet/Day Slight Driver of vehicle loses control on Roundabout roundabout and leaves the road 2009 Derby Road/A50 Dry/Day Slight Vehicle 1 held up at roundabout and Roundabout was shunted at the rear by Vehicle 2 2009 Derby Road/A50 Dry/Day Slight Vehicle 1 negotiating roundabout, Roundabout gave a misleading signal and collided with Vehicle 2 (mgv) 2009 Derby Road/A50 Dry/Dark Slight Vehicle 1 was leaving the Roundabout roundabout and was shunted at the rear by Vehicle 2 2010 Derby Road/A50 Dry/Day Slight Vehicle 1 entered roundabout in Roundabout front of Vehicle 2 (motorcycle) causing collision
7.3 Table 10 above shows 7 recorded accidents for the junction all of which were considered slight in severity. Given the position of this junction leading to the centre of Uttoxeter and the expected volume of traffic passing through it, it is considered that the number of accidents recorded is low and therefore there is no accident issue present at the junction.
Table 11: Accidents occurring at or close to A50/B5030/A518 Ashbourne Road Roundabout and The Dove Way/Ashbourne Road/B5030 Roundabout Year Location Conditions Severity Description 2006 Ashbourne Road/A50 Dry/Dark Slight Vehicle 1 entered roundabout and Roundabout collided with Vehicle 2 (cycle) 2006 Ashbourne Road/A50 Wet/Day Slight Vehicle 1 slowing for roundabout Roundabout when struck from the rear by Vehicle 2 2006 Ashbourne Road/A50 Dry/Day Slight Vehicle 1 entered roundabout and Roundabout collided with Vehicle 2 (motorcycle) 2006 Ashbourne Road/A50 Dry/Day Slight Disabled cyclist falls from bike Roundabout causing slight injury 2006 Ashbourne Road/A50 Dry/Day Slight Vehicle 1 entered roundabout and Roundabout collided with pedestrian 2006 Ashbourne Road/A50 Dry/Day Slight Inebriated driver of vehicle Roundabout overshoots roundabout entry and leave the road 2006 Ashbourne Road/A50 Wet/Day Slight Vehicle 1 in the process of
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Roundabout overtaking Vehicle 2 on the approach to roundabout when collision occurred 2007 Ashbourne Road/The Dry/Dark Slight Vehicle failed to stop at roundabout Dove Way Roundabout and left the road and overturned 2007 Ashbourne Road/A50 Dry/Day Slight Vehicle travelling too quickly on Roundabout roundabout, skidded and let the carriageway 2007 Ashbourne Road/A50 Dry/Day Slight Vehicle 1 (mgv) was slowing to Roundabout enter roundabout when hit at the rear by Vehicle 2 2007 Ashbourne Road/A50 Dry/Day Slight Vehicle 1 entered roundabout when Roundabout was hit at the rear by Vehicle 2 2008 Ashbourne Road/A50 Dry/Day Slight Vehicle 1 was waiting to enter Roundabout roundabout and was shunted at the rear by Vehicle 2 2008 Ashbourne Road/A50 Wet/Dark Serious Vehicle 1 (mgv) held up at Roundabout roundabout when shunted at the rear by Vehicle 2 2008 Ashbourne Road/A50 Wet/Day Slight Vehicle 1 leaving roundabout Roundabout changed lanes and collided with Vehicle 2 2009 Ashbourne Road/The Wet/Day Slight Motorcycle loses control on Dove Way Roundabout roundabout due to wet road surface 2009 Ashbourne Road/A50 Dry/Day Slight Vehicle 1 negotiating roundabout Roundabout when struck at the rear by Vehicle 2 2009 Ashbourne Road/A50 Wet/Day Slight Vehicle 1 performed a u-turn in front Roundabout of Vehicle 2 which failed to anticipate manoeuvre causing collision 2009 Ashbourne Road/A50 Ice/Day Slight Vehicle 1 was entering the Roundabout roundabout when shunted from the rear by Vehicle 2 2010 Ashbourne Road/A50 Ice/Dark Slight Vehicle 1 was held up at the entry Roundabout to the roundabout when Vehicle 2 (mgv) failed to stop causing collision 2010 Ashbourne Road/A50 Dry/Day Slight Vehicle 1 was held up at Roundabout roundabout entry and was shunted from the rear by Vehicle 2 2010 Ashbourne Road/A50 Wet/Day Slight Vehicle 1 (mgv) was slowing at Roundabout roundabout entry and was shunted from the rear by Vehicle 2 2010 Ashbourne Road/A50 Dry/Dark Slight Driver of vehicle was impaired by Roundabout alcohol and lost control on the roundabout 2010 Ashbourne Road/A50 Dry/Day Slight Vehicle 1 was waiting at the Roundabout roundabout entrance and was shunted from the rear by Vehicle 2 (mgv) 2010 Ashbourne Road/A50 Wet/Day Slight Vehicle 1 was waiting at the Roundabout roundabout entrance and was shunted from the rear by Vehicle 2
7.4 Table 11 above shows a total of 24 accidents occurring since 2005 in the area of the two roundabouts of which 23 were slight in severity with 1 serious accident. It should be noted that a significant number of incidents consisted of minor rear end shunts with 10 accidents occurring on a wet or icy surface. Taking into consideration the location of the roundabout on a major trunk road
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and the subsequent volume of traffic expected to use this route it is considered that an average of approximately 5 accidents per year is not excessive and there is no existing accident issue at this location.
Table 12: Accidents occurring at or close to Cheadle Road/New Road/Ashbourne Road Mini Roundabout Year Location Conditions Severity Description 2006 New Road/Holly Road Wet/Dark Slight Vehicle 1 was negotiating Junction roundabout when Vehicle pulled out causing a collision. 2007 New Road/Holly Road Dry/Dark Slight Vehicle 1 was negotiating junction as Junction Vehicle 2 entered junction causing collision 2007 Cheadle Road Dry/Day Serious Elderly driver loses control of vehicle causing collision 2007 New Road/Grange Road Dry/Dark Slight Vehicle 1 slowed to turn right and Junction was shunted by Vehicle 2 2008 New Road/Applewood Dry/Day Slight Vehicle 1 was travelling down road Close Junction when Vehicle 2 pulled out causing collision 2008 Ashbourne Dry/Day Slight Stolen Vehicle 1 overtook static Road/Johnson Road vehicle causing collision with Vehicle Junction 2 2008 Howitt Dry/Day Slight Vehicle 1 reversed on highway Crescent/Johnson Road causing collision with cyclist entering the road from the pavement 2008 New Road/Holly Road Dry/Dark Slight Vehicle 1 pulled out from junction in Junction front of Vehicle 2 (moped) causing a collision 2009 Cheadle Road Wet/Day Slight Vehicle 1 was held up in traffic when shunted from the rear by Vehicle 2 2009 New Road Dry/Day Slight Vehicle 1 entered the carriageway in front on Vehicle 2 (motorcycle) causing collision 2010 Cheadle Ice/Dark Slight Vehicle 1 entered the roundabout Road/Ashbourne Road and collided with a pedal cycle Junction
7.5 Table 12 above shows there have been a total of 11 accidents for the above junction in the past five years, one of which was considered serious in severity. Analysis of the accident descriptions shows that a number of accidents at this location can be attributed to driver error and given that the number of accidents per year has declined over the 5 year period it is considered that there is no existing accident problem at this location.
Table 13: Accidents occurring at or close to The Dove Way/Derby Road Roundabout and the Town Meadows Way/Dove Bank Roundabout Year Location Conditions Severity Description 2006 Town Meadows Wet/Dark Slight Vehicle struck Vehicle 2 (cycle) Way/Dove Bank while pulling on to roundabout. Roundabout 2008 Town Meadows Wet/Dark Serious Vehicle 1 was negotiating Way/Dove Way roundabout when Vehicle 2
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Roundabout (moped) pulled out causing collision 2008 The Dove Way/Derby Dry/Day Slight Vehicles 1 and 2 held up exiting Road Roundabout roundabout when shunted from the rear by Vehicle 3 2009 The Dove Way/Derby Dry/Day Slight Vehicle 1 (motorcycle) was waiting Road Roundabout to enter roundabout when shunted at the rear from Vehicle 2 2009 400m north of The Dove Dry/Day Fatal Vehicle 1 (motorcycle) was Way/Derby Road overtaking Vehicles 2 and 3 when it Roundabout collided with Vehicle 4 travelling in the opposite direction
7.6 Table 13 above shows that there have been 5 accidents at or close to The Dove Way/Derby Road Roundabout and the Town Meadows Way/Dove Bank Roundabout since 2006 of which 4 were slight in severity with 1 fatal accident recorded. It is to be noted that the fatal accident involved a head on collision between an overtaking motorcycle and car and is therefore considered an isolated incident as opposed to any inherent safety issues at the roundabout. Taking this into consideration it is considered that there is no significant accident problem in this location.
Table 14: Accidents occurring on the A50 Year Location Conditions Severity Description 2007 A50 - 325m east of Dry/Day Slight Vehicle 1 slowing was hit at the rear A50/Ashbourne Road by Vehicle 2 Roundabout 2007 A50 – opposite the Dry/Day Slight Vehicle 1 slowing on A50 when hit A522/A50 at the rear by Vehicle 2 and 3 2007 A50 – 150m east of Wet/Day Slight Vehicle (motorcycle) skidded on junction with A518 slippery surface causing accident 2007 A50 – 290m west of Wet/Day Slight Vehicle 1 changed lanes without junction with B5030 signal causing collision with Vehicle 2 2008 A50 – 200m east of Dry/Day Slight Inebriated driver lost control and car junction with Ashbourne left carriageway and overturned Road 2009 A50 – 300m west of Dry/Day Slight Vehicle 1 changed lanes on duel junction with Ashbourne carriageway and collided with Road Vehicle 2 (mgv) 2009 A50 Dry/Day Slight Vehicle 1 slowed suddenly causing Vehicles 2 and 3 following to collide with Vehicle 1 2010 A50 – 160m east of Dry/Dark Serious Vehicle 1 swerved to avoid object in junction with New Road the road and collided with Vehicle 2 and 3
7.7 Table 14 above shows that there have been 8 accidents along the A50 since 2006 with 7 of these considered slight in severity. As the serious collision was caused by a foreign object in the carriageway this is considered an exceptional circumstance and therefore not the result of any safety issue with this stretch of the A50. Following analysis of the remaining accidents it is considered the majority were rear end shunts in traffic caused by driver inattention and consequently there are no highway safety issues at this location that require mitigation measures.
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Table 15: Accidents on or close to the A522 New Road/A50 Roundabout/slip road Year Location Conditions Severity Description 2006 A522/A50 Roundabout Wet/Day Slight Vehicle 1 negotiating roundabout when Vehicle 4 pulls out causing collision. Vehicle 2 and 3 following Vehicle 1 also collide. 2007 New Road/A522 Dry/Day Slight Vehicle 1 was negotiating the Roundabout roundabout when Vehicle to pulled out causing a collision 2007 New Road/A522 Dry/Day Slight Vehicle 1 was negotiating Roundabout roundabout when slowed suddenly causing collision with Vehicle 2 2007 New Road/A522 Wet/Dark Fatal Vehicle 1 changed lanes within Roundabout contraflow and collided with Vehicle 2 (mgv) 2008 New Road/A522 Dry/Day Slight Vehicle 1 was waiting at the Roundabout roundabout and was struck from the rear by Vehicle 2 2009 New Road/A522 Dry/Day Slight Vehicle failed to slow sufficiently on Roundabout Slip Road slip road, lost control and left the road 2010 New Road/A522 Dry/Day Slight Vehicle 1 was held up on the slip Roundabout Slip Road road and was shunted at the rear by Vehicle 2 2010 A50/A522 Slip Road Dry/Dark Slight Vehicle 1 (mgv) was held up and Vehicle 2 (mgv) hit the rear of Vehicle 1 2010 New Road/A522 Dry/Day Slight Vehicle 1 was waiting at junction Roundabout Slip Road entry and was shunted at the rear by Vehicle 2
7.8 Table 15 above shows that there have been 9 accidents in this location over a five year period, 8 of which were considered slight in severity with the fatal accident the cause of driver error/inattention within a temporary contraflow system. Given that the remaining accidents largely consist of minor rear end shunts as a result of driver error and average at less than 2 per year it is considered there is no accident problem at this location.
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8.0 ACCESS AND PARKING
Access 8.1 It is proposed to access both the residential and commercial sites via the construction of a roundabout on The Dove Way. A previous scheme has been produced by Armstrong Stokes and Clayton which has been submitted to and approved by SCC. Drawing Con/100/100B/T in Appendix L shows the proposed roundabout to serve the site and this design includes a 3m wide pedestrian/cycle link on the western side of the carriageway to tie in with the existing footway/cycleway. Footways will also be provided on both the residential and commercial access roads to facilitate pedestrian access to both sites.
8.2 In order to observe the capacity, queues and delays at the proposed site access roundabout on The Dove Way an assessment has been carried out using Department of Transport TRL program ARCADY 6. Table 16 below provides a summary of predicted queues and delays at a future year scenario of 2021 including development flows with summary diagrams and capacity assessment data presented in Appendix M.
Table 16: Assessment of 2021 plus development flows at Access Roundabout Junction/Arm Peak Max RFC Max Queues Max Delay (%) (vehs) (sec/vehs)
Site Access Roundabout Arm A: Eastern Access AM 0.044 0 2 PM 0.100 0 2 Arm B: A518 South AM 0.352 1 3 PM 0.305 0 3 Arm C: Western Access AM 0.024 0 3 PM 0.013 0 3 Arm D: A518 North AM 0.300 0 3 PM 0.304 0 3
8.3 Table 16 above shows that the proposed access roundabout operates under capacity at a future year of 2021 plus development flows with all arms displaying values well under the desired 0.850 (85%) threshold with minimal queues and delays.
Parking 8.4 Both the residential and commercial developments will provide vehicle and cycle parking in accordance with East Staffordshire Borough Council’s Supplementary Planning Guidance: Parking Standards document. Tables 17 and 18 below highlight the parking standards to be applied to both the residential and commercial aspects of the development.
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Table 17: ESBC Residential Parking Standards Car Parking Standard House Type Cycle Within 400m of All other areas Parking Uttoxeter Town Centre 1 bedroom 1 space + 1 space per 1.5 spaces per 3 dwellings for visitors 1 secure C3 Residential 2/3 bedrooms dwelling (average) 2 spaces space per unit 4 or more 3 spaces bedrooms
Table 18: ESBC Commercial Parking Standards Use Use Type Total floorspace per Parking provision for building size building type B1 Offices 4181 m 2 0-235m 2 – 1 space per 20m 2 235m 2 – 1 space per 30m 2 B2 Non-office & 9755 m 2 0-235m 2 – 1 space per 20m 2 General industry 235m 2 – 1000m 2 - 1 space per 50m 2 1000m 2 + 1 space per 80m 2
8.5 In order to ensure sufficient parking is provided within the development the above standards will be applied to ensure the development does not generate on-street parking therefore reducing congestion and residential accident rates. The number of spaces to be provided for the residential and commercial developments will be determined once the exact number of dwellings and size of the commercial units have been confirmed.
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9.0 MITIGATION
9.1 Based on the information provided in this report, this section will list all improvements deemed necessary in order to help facilitate the development.
Pedestrian Improvements 9.2 Drawing Con/100/100B/T in Appendix L shows proposed pedestrian site access. This drawing illustrates the 3m wide footway that will be provided on both sides of the commercial and residential access roads leading into both developments. The footway on the residential access road will link in with the existing provision along The Dove Way providing a direct link for pedestrians into Uttoxeter Town Centre. Pedestrian refuges will be provided as part of the construction of the access roundabout with dropped kerbs and tactile paving facilitating movement across The Dove Way.
9.3 The residential development will provide a footpath connection from the existing footways on The Dove Way on the eastern site boundary through the site leading to the existing pedestrian link on Pennycroft Lane and existing footways along Park Street. The link will facilitate pedestrian access to the bus stops situated on the junction of Cheadle Road/Park Street along with other services and amenities. An additional pedestrian link will be provided from the commercial development through to Park Avenue to the west and the existing combined footway and cycleway along the A50 to the north utilizing the existing pedestrian underpass under The Dove Way.
Public Transport Improvements 9.4 Two bus stops will be provided along The Dove Way to enable access to service 32/32A to be achieved and therefore improving the quality of public transport links to the proposed site. These stops would ensure the entire residential site and the majority of the commercial development would be within the desirable 400m walking distance from a bus stop. These stops will feature shelter provision, full timetable information and raised kerbs and would play an important role in encouraging more sustainable travel to and from both parts of the site.
Travel Plan 9.5 A Travel Plan has been produced for the site (Report Ref. 20111/JW/04-11/3123) in order to reduce dependency on the car by encouraging increased use of sustainable transport modes including walking, cycling and public transport. The main measures included within the Travel Plan are detailed below;
• Welcome Packs (including an application for 1 x 3 month free bus passes for each household) • Public transport improvements • Sales staff training • Assignment of a Travel Plan Coordinator • Promotion of cycling to access local facilities and amenities
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• Promotion of car sharing • Inclusion of a walking bus scheme for the residential development • Promotion of local footways to access local services and amenities
Junction improvements A50/A518 Derby Road Roundabout, A50/A518/B5030 Roundabout and A518 Town Meadows Way/Dovebank A522 Roundabout
9.6 In order to mitigate the impact of the of the development flows on the roundabout arms operating over capacity an improvement scheme has been considered and the junctions then re-assessed using Department of Transport TRL program ARCADY 6 with the results and a descriptions of the changes made highlighted below.
Table 19: Analysis of improvements at the A50/A518 Derby Road Roundabout Junction/Arm Peak Max RFC (%) Max RFC (%) Max RFC (%) 2021 2021 + with Development improvements
A50/A518 Derby Road Roundabout Arm A: A50 East AM 0.386 0.420 0.420 PM 0.354 0.366 0.367 Arm B: A518 Derby Road AM 0.371 0.393 0.393 PM 0.354 0.394 0.394 Arm C: A50 West AM 0.699 0.708 0.678 PM 1.067 1.092 1.047 Arm D: Access Road AM 0.012 0.013 0.013 PM 0.004 0.004 0.005
9.7 Table 19 shows as part of the improvement scheme the entry width of the A50 West (Arm C) has been widened by 0.5m which mitigates the development impact and brings the RFC value below that of the 2021 base year assessment in both the AM and PM peak. This change does cause the RFC of Arm D (Access Road) and Arm A (A50 East) in the PM peak to increase marginally; however, these arms still operate well within capacity.
Table 20: Analysis of improvements at the A50/A518/B5030 Roundabout Junction/Arm Peak Max RFC (%) Max RFC (%) Max RFC (%) 2021 2021 + with Development improvements
A50/A518/B5030 Roundabout Arm A: A50 East AM 0.729 0.734 0.734 PM 0.672 0.678 0.678 Arm B: B5030 AM 0.661 0.668 0.668 PM 0.692 0.702 0.702 Arm C: A50 West AM 0.601 0.615 0.615 PM 0.828 0.834 0.834 Arm D: A518 AM 0.628 0.637 0.618
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PM 0.877 0.893 0.8 64
9.8 Table 20 highlights capacity results of widening the entry width of Arm D (A518) by 0.5m with the RFC reduced to below that from the 2021 base assessment in the PM peak. The improvement has no detriment to the operation of the other arms of the roundabout with the RFC values unaffected from the 2021 plus development assessment.
Table 21: Analysis of improvements at the A518 Town Meadows Way/Dovebank A522 Roundabout Junction/Arm Peak Max RFC (%) Max RFC (%) Max RFC (%) 2021 2021 + with Development improvements
A518 Town Meadows Way/Dovebank A522 Roundabout Arm A: Retail Access AM 0.210 0.217 0.217 PM 0.468 0.499 0.501 Arm B: Town Meadows Way AM 0.714 0.763 0.763 PM 0.694 0.712 0.712 Arm C: Dove Bank AM 0.645 0.685 0.620 PM 0.896 0.914 0.834 Arm D: A518 AM 0.710 0.732 0.680 PM 0.862 0.902 0.838
9.9 For the A518 Town Meadows Way/Dovebank A522 Roundabout and increase of 0.5m on the entry width of Arms C and D was again used to mitigate the development impact taking RFC values below those from the 2021 base year assessment in both the AM and PM peaks. Arm B remains unaffected by the changes with Arm A showing a marginal increase in RFC in the PM peak; however, this arm operates well within capacity thus no capacity concerns are identified in this location.
A518 Derby Road/Dovefields Mini Roundabout 9.10 Due to the constrained nature of this junction it is not possible to implement any widening of the A518 Derby Road arms that are operating over capacity to mitigate the development impact. A signalisation scheme has been tested to see whether this would mitigate the impact however this did not work and it is considered a mini-roundabout is the best type of junction for this location. Therefore no physical works to this junction are possible without the need for third party land. It is therefore considered a contribution towards other improvements should be provided to offset the impact at this junction.
Summary 9.11 It is considered the minor widening identified above would be nonsensical and impractical to implement in reality and therefore it is suggested the most appropriate way forward would be for the developer to provide an appropriate contribution the Section 106 Agreement which can be put
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towards highways works in the local vicinity and as deemed important by Staffordshire County Council and the Highways Agency.
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10.0 CONCLUSIONS
10.1 This Transport Assessment has considered the impact of a proposed mixed use development at The Dove Way, Uttoxeter.
10.2 There are a number of existing bus services operating in Uttoxeter. The 1A and 1E services operate along between Uttoxeter and Burton via Tutbury from Uttoxeter Bus Station to the south of the site at regular intervals while service number 409 provides links between Uttoxeter and Ashbourne. Service number 4 links much of the residential area of Uttoxeter with the Tesco superstore located on Town Meadows Way with service number 32 providing links with Cheadle and Hanley.
10.3 The closest bus stops to the residential site are located on Cheadle Road/High Street approximately 500 metres walking distance south west of the proposed development. These are flag stops only with no timetable information, shelter provision or raised kerbs. For the commercial site, the bus stops on Cheadle Road/High Street are located approximately 750 metres walking distance from the site boundary.
10.4 There is an existing combined footway and cycleway along the western side of The Dove Way which provides a direct link to the services and amenities located within Uttoxeter Town Centre. A review of the Sustrans website has determined that there is a cycle route on The Dove Way and heading west along Old Knotty Way. This is a section of a traffic free Regional Cycle Network extending across the suburbs of Uttoxeter. In Addition, a cycle route is identified east along the A50 forming national route 54 leading to national route 549 on Derby Road heading east to Sudbury, Scropton and Hatton.
10.5 An assessment has been undertaken at 6 off-site junctions and the site access roundabout to determine the impact the development has in these locations. Traffic counts were undertaken in June 2011 and assessments have been undertaken at a current year of 2011, future base year of 2021 and 2021 plus development flows. An assessment has been undertaken at the following off- site junctions and on-site access roundabout;
• A50/A518 Derby Road Roundabout • A50/A518/B5030 Roundabout • A518 The Dove way /B5030 Roundabout • A518 The Dove way /Derby Road A518 Roundabout • Town Meadows Way/Dovebank A522 Roundabout • Derby Road A518/Dovefields mini Roundabout • Site access
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10.6 The results of the capacity assessments have determined that the development will exacerbate capacity issues at the following four junctions;
• A50/A518 Derby Road Roundabout • A50/A518/B5030 Roundabout • Town Meadows Way/Dovebank A522 Roundabout • Derby Road A518/Dovefields mini Roundabout
10.7 A number of mitigation measures have been proposed within this report including the following;
• Public Transport Improvements – Two new bus stops will be provided on The Dove Way to ensure all of the residential and the majority of the commercial development In order for the entire development to be within 400m walking distance from a bus stop, and therefore within LCC guidelines, it is proposed that two bus stops should be located on Elmdale Road.
• A Travel Plan (Report Ref. 20111/JW/04-11/3123) has been produced for the site and should be read in conjunction with this report. The Travel Plan includes a package of measures to achieve modal shift away from private car travel.
• Pedestrian Improvements – A footway will be provided on the residential and commercial access roads which will link in with the existing provision along The Dove Way providing a direct link for pedestrians into Uttoxeter Town Centre. The development will allow a connection to be made on an existing pedestrian route extending west of the residential site to provide access to Pennycroft Lane leading to existing footways along Park Street. The link will also provide access onto existing footways on The Dove Way along with facilitating pedestrian access to the bus stops situated on the junction of Cheadle Road/Park Street along with other services and amenities. A further footway link will be provided from the commercial development to the north through to the existing combined footway/cycleway on the A50 along with a link to the west through to Park Avenue utilizing the existing pedestrian underpass under The Dove Way.
• Junction Improvements – An appropriate contribution commensurate to the development impact will be provided to the highway authority in order to mitigate the development impact at the offsite junctions.
10.8 All the transportation issues relating to the proposed residential and commercial development at land off The Dove Way, Uttoxeter, have been discussed and a range of issues have been considered and addressed. There is no reason in highway or transportation terms why the proposed mixed use development should not proceed if considered with the recommended contributions and measures detailed in this document.
Report Ref: 20111/JW/08-11/3119 Rev A Page 35 APPENDIX A
M-EC Wellington House Leicester Road Ibstock Leicestershire LE67 6HP SITE LOCATION PLAN
Project: The Dove Way, Uttoxeter
File Ref: 20111
O.S. Grid Ref: Commercial – 409271, 334536/Residential – 409277, 334168
Postcode: ST14 7BW
APPENDIX B
Tim Rose
From: James Whitton Sent: 01 April 2011 12:44 To: Tim Rose Subject: FW: TRIM: FW: Proposed residential and commercial development at The Dove Way, Uttoxeter
From: Evenson, Geoff (Place) [mailto:[email protected]] Sent: 01 April 2011 12:22 To: James Whitton Cc: Harvey, Kevin Subject: RE: TRIM: FW: Proposed residential and commercial development at The Dove Way, Uttoxeter
James Further to your email, ideally I would prefer a meeting to discuss the scope of the TA. However I would expect the TA being compiled in accordance with the Dft guidance on Transport Assessments March 2007. In terms of the junctions to be assessed I would expect you include the following; • site access/s, • Doveway A518/B5030 roundabout, • Doveway A518/Derby Road A518 roundabout, • Town Meadows Way/DovebankA522 Roundabout, • Mini roundabout on the Derby Road A518 jn Dovefield.
How many accesses are being proposed, from what I understand the proposed housing is to be off Pennycroft Lane? If so then I would expect you to also consider the following junctions; • Park Street/Cheadle Road – High Street Uttoxeter, • PennyCroft lane/Park Street Uttoxeter include Croft Grove which forms a staggered junction, • Park Avenue jn Ashbourne Road, • Ashbourne Road jn Johnson Road, • Johnson Road Jn Park Avenue/Park Street
Whilst I accept that for the residential development the above looks a little excessive but following other develo pments in that area we had a lot of local residents objecting because of the perceived congestion so to avoid any issues I would like these issues to be addressed straight off.
Given the development is close to the trunk road network I would suggest that you liaise with Kevin Harvey at the HA, (0121 678 8505), but I would expect the Ashbourne Road B5030/A50 Roundabout and the Derby Road A518/A50 Roundabout being included as a minimum.
Before I comment on the proposed trip rates I will require the full TRICS print outs so I can view the sites included.
Finally the travel plan I would expect you to provide a travel plan in accordance with the Dft’s guidance Good Practice Guidelines: Delivering Travel Plans through the planning process April 2009 and the County Councils guidance which can be found of the internet.
Hoping the above information is helpful, but if you wish to discuss any of the above or wish to arrange a meeting then please feel free to give me a call on 01785 276604.
Regards, Geoff Evenson
From: Chadwick, James (Place) Sent: 23 March 2011 10:19 To: Evenson, Geoff (Place) Subject: TRIM: FW: Proposed residential and commercial development at The Dove Way, Uttoxeter
Geoff
1 Tim Rose
From: Harvey, Kevin [[email protected]] Sent: 12 April 2011 12:37 To: James Whitton Cc: Richard Cornell; 'Andrew Carnell'; Evenson, Geoff (Place); Chadwick, James (DSD); McCann, David Subject: RE: Proposed mixed use residential and commercial site at The Dove Way, Uttoxeter
James,
I'll be dealing with this for a few weeks more but there will be a change in personnel very shortly. I'll advise when I know more.
Trip Rates
The supplied site location diagram indicates that the site sits out on the edge of town in what could be considered to be a suburban character area. We note that in some cases, the ‘edge of town centre’ category has been used. We consider sites that fall into this category are not representative of the application site and therefore ‘suburban’ and ‘edge of town’ sites selection should be used.
In all cases, the site selection has been undertaken with too narrow reference to the site size. A wider variation would be acceptable and allow a broader range of sites to be included in the sample.
Some specific points:
Residential - ‘Edge of town centre’ sites should be avoided as these sites are unlikely to be representative of the application site . The range of number of units selected is too narrow to provide an adequate sample size. We would suggest a range of 35 – 140 units. The regional selections are also too restrictive and should be balanced between the need for a reasonable sample size with the need account for regional differences in trip generation. As a starting point, London and Northern Ireland should be omitted . B2 - For the purposes of trip rate selection the ‘Industrial Unit’ land use category has been used. This is acceptable if a single unit, however we would recommend you use the Industrial Estate Cass if more than one B2 class building is included as part of the planning application. B8 - The use of the ‘edge of town centre’ site selection parameter is unacceptable.
Other Points
Insofar as SRN junction assessments are concerned, the two A50 Junctions (A518 and B5030) would be fine for the purposes of this exercise.
Distribution based around Census data would be fine. A gravity model would be acceptable if our colleagues at SCC are content with this approach.
Future year assessment is generally 10 years post application date.
I'd reiterate Geoff's points (his email 1st April) on the travel plan. ------
I hope you find these comments helpful.
1
Regards,
Kevin
Kevin Harvey, Planning Manager Highways Agency | The Cube | 199 Wharfside Street | Birmingham | B1 1RN Tel : +44 (0) 121 6788505 Web: http://www.highways.gov.uk GTN: 6189 8505
Safe roads, Reliable journeys, Informed travellers Highways Agency, an Executive Agency of the Department for Transport.
From: James Whitton [mailto:[email protected]] Sent: 12 April 2011 09:47 To: Harvey, Kevin Subject: Proposed mixed use residential and commercial site at The Dove Way, Uttoxeter
Hello Kevin,
Regarding the information I sent to on the 28 th of March for the mixed use residential and commercial development at The Dove Way, Uttoxeter; Have you had the opportunity to review the TRICS data I sent? You mentioned in your last email to me that you were going through a period of team restructuring, therefore would you be able to confirm if it will continue to be yourself who we deal with regarding this site?
If you have any queries please do not hesitate to contact me
Many Thanks
James Whitton
M-EC Wellington House Leicester Road Ibstock Leicestershire LE67 6HP t: 01530 264753 f: 01530 588116 e: [email protected] www.m-ec.co.uk
This email was received from the INTERNET and scanned by the Government Secure Intranet anti-virus service supplied by Cable&Wireless Worldwide in partnership with MessageLabs. (CCTM Certificate Number 2009/09/0052.) In case of problems, please call your organisation’s IT Helpdesk. Communications via the GSi may be automatically logged, monitored and/or recorded for legal purposes.
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2 APPENDIX C
APPENDIX D
Cheadle & Uttoxeter Area Public Transport Timetable December 2010 - 16th Edition
Welcome to the latest edition of the Cheadle & TABLE OF CONTENTS Uttoxeter Area Public Transport Timetable. This General Page booklet has been published by Staffordshire County How to Use this Timetable Book 2 Council as a comprehensive guide to bus services in Guide to Local Bus Operators 3 Cheadle, Uttoxeter and the surrounding area. Every List of Bus Services 4 service with an origin or destination in the area is Index to Places Served 5 - 6 included, no matter which company runs it. We hope Market Days 7 you will find this booklet useful. Timetables Bus Services 8 - 57 Rail Services 58 - 59 School Special Services 60 - 61 Public Holidays and Schooldays 62 Hospital / Clinic Information 63 Concessionary Fares 64 Community / Voluntary Transport 65 Staffordshire County Council's Role in Public Transport 66 - 67
Great care has been taken in the production of this booklet, and the information in it Route Maps is published in good faith. The compilers and publishers can accept no liability for Area Map Inside Back Cover any loss or inconvenience resulting from any inaccuracies or alterations to services. Uttoxeter Town Map Inside Back Cover Cheadle Town Map Back Cover
Compiled and produced by: Staffordshire County Council, Development Services Directorate, Riverway, Stafford ST16 3TJ Cartography & Cover by F.W.T., London N19 Page 1 How to Use this Timetable Book
Looking up a Timetable Standard Codes and Symbols used throughout this book To find the timetable page you want, you need to know the route number of the service to your destination. The places index on pages M - Operates on Mondays only 5-6 will help you find the right service. The route maps inside the back T - Operates on Tuesdays only cover also show the route numbers, marked alongside the roads they W - Operates on Wednesdays only use. Once you know the route number, the list of services on page 4 Th - Operates on Thursdays only will give you the page number if you need it, although the timetables F - Operates on Fridays only are generally in number order. S - Operates on Saturdays only SDO - Operates on Schooldays only
All times in this book are shown in the 24-hour clock. These codes may be combined : e.g. TF - Tuesdays and Fridays only
1300 = 1 pm 1900 = 7 pm Where preceded by the letter N the journey is NOT operated on 1400 = 2 pm 2000 = 8 pm that day. 1500 = 3 pm 2100 = 9 pm e.g. NS - Not Saturdays 1600 = 4 pm 2200 = 10 pm 1700 = 5 pm 2300 = 11 pm Other codes and symbols are explained on the pages where 1800 = 6 pm they are used
To check the times of your bus - Individual services and timetables are liable to change during the If you wish to confirm the times of any service you can phone currency of this booklet. traveline 0700-2230 daily (except Christmas Day). Calls from landlines cost 10p per minute. Typetalk is also available.
Page 2 Guide to Local Bus Operators
NAME AND ADDRESS TELEPHONE Alton Towers Transport, Human Resources Dept, Alton Towers, Alton, Staffordshire ST10 4DB 07968 552505 Arriva Midlands Ltd, PO Box 613, Leicester LE4 8ZN (0844) 8004411 Bakers Coaches, Coach Travel Centre, Prospect Way, Victoria Business Park, Biddulph ST8 7PL (01782) 522101 Clowes Coaches, Barrowmoor, Longnor, Nr Buxton, Derbyshire SK17 0QP (01298) 83292 Copelands Tours (Stoke on Trent) Ltd, 1005 Uttoxeter Road, Meir, Stoke on Trent ST3 6HE (01782) 334466 D&G Coach & Bus Ltd, Mossfield Road, Adderley Green, Stoke on Trent ST3 5BW (01782) 332337 First Potteries Ltd, Head Office Building, Adderley Green Garage, Dividy Road, Stoke on Trent ST3 0AJ (0870) 8500868 Paragon Travel, The Bus Garage, Spath, Uttoxeter, Staffordshire ST15 5AE (01889) 562131 Phil Smith Travel, 1 Barnwell Close, Stramshall, Uttoxeter, Staffordshire ST14 5AW (01889) 560600 TM Travel, Station Road, Halfway, Sheffield S20 3GZ (0114) 263 3890 Trent Barton, Customer Services, 88A Mansfield Road, Heanor DE75 7BG (01773) 536312 Vals Classic Coaches, Corner Garage, 96-98 Cannock Road, Chase Terrace, Burntwood WS7 1JP (01543) 278008 Wardle Transport, Douglas House, Nevada Lane, Sneyd Industrial Estate, Burslem S76 2BY (01782) 814344 Warrington Coaches Ltd, The Cottage, Ilam, Ashbourne, Staffordshire DE6 2AZ (01335) 350204
Suggestions, Compliments and Complaints
If you have a comment regarding the operation of any service please contact the operator concerned in the first instance. The addresses and phone numbers are as shown above. With regard to services provided under contract, the County Council is most interested in hearing about any cases of unreliability or other problems. Suggestions, compliments or criticisms in writing are welcomed as they may help to improve the planning and operation of bus services in Staffordshire.
Page 3 List of Bus Services Service Principal Operator Route Page
1 / 1A / 1E Arriva Midlands / D&G Coaches Uttoxeter - Tutbury - (Rolleston) - Burton 8 One Trent Barton / Arriva Midlands Mayfield - Ashbourne - Derby 12 4 Arriva Midlands Uttoxeter Town Circular 14 6A / 6B First Potteries Blythe Bridge - Longton - Hanley 15 7 / 7A D&G Coaches Longton - Blythe Bridge - Cheadle - Blythe Bridge - Longton 20 10 / 10A Alton Towers Transport Leek - (Cheadle) - Alton Towers 22 12 Val's Classic Lea Heath - Colton - Rugeley 24 14 / 15 Alton Towers Transport Stoke - Hanley - Cheadle - Alton Towers 25 30 Alton Towers Transport Uttoxeter - Alton Towers 27 32 / 32A First Potteries Uttoxeter - Cheadle - Hanley 28 108 Clowes Coaches Ashbourne - Mayfield - Waterhouses - Leek - Macclesfield 37 108 TM Travel / Bakers Coaches Derby - Ashbourne - Leek - Macclesfield - Stockport 39 123 D&G Coaches Cheadle Town Service 41 184 Phil Smith Travel Weston Coyney - Blythe Bridge - Cheadle - Uttoxeter 42 234 / 235 / 236 Clowes Coaches Cheadle - Ipstones - Leek 43 248 / 411 Paragon Travel Uttoxeter / Sharpley Heath - Church Leigh - Uttoxeter 45 249 D&G Coaches Stone - Fulford - Blythe Bridge - Longton 46 402 Paragon Travel Uttoxeter - Draycott - Burton 48 403 Paragon Travel Abbots Bromley - Newborough - Tatenhill - Burton 50 406 D&G Coaches Uttoxeter Town Service 51 409 Trent Barton Uttoxeter - Rocester - Mayfield - Ashbourne 52 428 Paragon Travel Uttoxeter - Abbots Bromley - Lichfield 54 841 Arriva Midlands Uttoxeter - Hixon - Great Haywood - Stafford 57
Page 4 Index to Places Served
A F Abbots Bromley 403, 428 Cellarhead 10, 15, 32, 32A Field 411 Adderley Green 14 CHEADLE 7, 7A, 10, 14, 32, 32A Forsbrook 7, 7A, 184 Admaston 12 123, 184, 234, 235, 236 Foston 1, 1A, 1E Alton 30, 32A Checkley 32 Foxt 235 Alton Towers 10, 10A, 14, 15, 30, 32A Cheddleton 10 Fradswell 411 Anslow 402, 403 Church Leigh 248, 411 Freehay 184 ASHBOURNE One, 108, 409 Clifton 409 Froghall 15, 234, 235, 236 Colton 12 Fulford 7, 7A, 249 B Cookshill 184 Barrow Moor 108 Coton 248, 411 G Beam Hill 1, 1E, 402, 403 Cotton 10, 10A, 14, 15, 32A Great Haywood 841 Blithbury 428 Cresswell 7, 7A, 184, 249 Greendale 10, 14, 32A Blythe Bridge 6A, 6B, 7, 7A CREWE Rail 14, 184, 249, Rail H Bottom House 10A, 108, 234, 235, 236 D Hamstall Ridware 428 Boundary 7, 7A, 184 Dapple Heath 428 Hanbury 402 Bradnop 108, 234, 235, 236 Denstone 30, 32A, 184, 409 Handsacre 428 Brailsford One, 108 DERBY One, 108, Rail HANLEY 6A, 6B, 14, 15, 32, 32A Bramshall 248, 411, 841 Dilhorne 7, 7A, 184 Hatton 1, 1A, 1E, Rail Branston 403 Dods Leigh 248 Hilderstone 249 Brookhouses 7, 7A, 184 Dovegate Prison 402 Hill Ridware 428 Bucknall 15, 32, 32A Doveridge 1, 1A, 1E Hixon 841 BURTON-UPON-TRENT 1, 1A, 1E, 402, 403 Draycott-in-the-Clay 402 Hoar Cross 403 Draycott-in-the-Moors 7, 7A, 14, 184, 249 Hollington 184 C Horninglow 1, 1A, 1E, 402, 403 Calton 108 E Cauldon 108 Ellastone 409 I Cauldon Lowe 108 Ipstones 234, 235, 236
Page 5 Index to Places Served (Continued)
K T Kingsley 10, 15, 32, 32A, 236 Newton 12 Tatenhill 403 Kingsley Holt 10, 32, 32A, 234, 235, 236 TEAN 7, 7A, 14, 32, 236 Kingsley Moor 10, 15, 32, 32A O The Bents 248 Kingstone 428 Oakamoor 10, 14, 32A The Blythe 428 Kirk Langley One, 108 Tixall 841 R Tutbury 1, 1A, 1E, Rail L Rangemore 403 Lea Heath 12 Rocester 4, 30, 32A, 184, 409 U LEEK 10, 10A, 108, 234, 235, 236 Rolleston 1A UTTOXETER 1, 1A, 1E, 4, 30, 32 LICHFIELD 428 Rough Hay 403 32A, 184, 248, 402, 406 Lightwood 123 RUGELEY 12 409, 411, 428, 841, Rail LONGTON 6A, 6B, 7, 7A, 14, 249, Rail Rushton Spencer 108 Uttoxeter Rail Station 30, 32A Lower Leigh 248, 411 402, 409, Rail S M Saverley Green 7, 7A, 249 W MACCLESFIELD 108 Sharpley Heath 7, 7A, 248, 249 Waterhouses 108 Mackworth One, 108 Spath 32 Werrington 15, 32, 32A Marchington 402 STAFFORD 841 Weston Coyney 14, 184 Mayfield One, 108, 409 Stallington 249 Wetley Rocks 10 Meir 6A, 6B, 7, 7A, 14, 249 Stockport 108 Whiston 15, 235 Meir Heath 249 Stockwell Heath 12 Willslock 428 Meir Park 6B STOKE 14, 15, Rail Withington 248, 411 Milwich 248, 249, 411 STONE 249 Morrilow Heath 411 Stowe-by-Chartley 841 Moddershall 249 Stramshall 32 Sudbury 1, 1A, 1E N Swinscoe 108 Needwood 403 Netherland Green 402 Newborough 402, 403
Page 6 Market Days
CITY / TOWN MARKET DAYS Ashbourne Thursday, Saturday Burton Thursday, Friday, Saturday Cheadle Tuesday, Friday, Saturday Derby Daily, except Sunday Hanley Monday to Saturday Leek Wednesday, Saturday Rugeley Tuesday, Thursday, Friday, Saturday Stoke Wednesday, Friday, Saturday Wednesday, Saturday Uttoxeter Farmers, Last Saturday of the Month
Page 7 UTTOXETER - TUTBURY - (ROLLESTON) - BURTON 1 / 1A / 1E ARRIVA MIDLANDS / D&G COACHES Route 1 and 1E : UTTOXETER Bus Station, Bradley Street, Silver Street, Church Street, Dove Bank, Derby Road, A50, Marston Lane, Sand Lane, High Street, Alms Road, Chapel Green, Bell Lane, Derby Road, Sudbury, Main Road, Foston, Uttoxeter Road, Dove Valley Island, Uttoxeter Road, Hatton, Station Road, Bridge Street, Lower High Street, TUTBURY, High Street, Duke Street, Fishpond Lane, Wakefield Avenue, Holts Lane, Redhill Lane, Park Lane, Castle Street, Duke Street, Burton Street, Burton Road, Lodge Hill, Tutbury Road, Horninglow Road North, Horninglow Road, Horninglow Street, Bridge Street, BURTON, High Street. (1E operates from Horninglow Road via Derby Street, Borough Road, Station Street, Union Street and New Street).
Roue 1A : As above to Tutbury, Burton Road, Rolleston Lane, Church Road, Burnside, Knowles Hill, Rolleston Road, Athelstan Way, Bitham Lane, Rolleston Road, Horninglow Road North, Horninglow Road, Horninglow Street, Wetmore Road, Burton, High Street.
Tutbury Village is always negotiated in the same direction.
D&G - effective from 5.9.10 ARR - effective from 30.10.10 Page 8 UTTOXETER - TUTBURY - BURTON 1 UTTOXETER - TUTBURY - ROLLESTON - BURTON 1A ARRIVA MIDLANDS
Monday to Saturday 1A 1A 1A 1A 1A NS NS S NS S UTTOXETER , Bus Station...... 0555 0635 0635 0705 0735 0755 0805 0835 05 35 1705 1735 1845 1945 2045 2145 2245 Doveridge, Post Office...... 0602 0642 0642 0712 0742 0802 0812 0842 12 42 1712 1742 1852 1952 2052 2152 2252 Sudbury, Vernon Arms...... 0608 0648 0650 0720 0750 0810 0820 0850 20 50 1720 1750 1858 1958 2058 2158 2258 Foston, Village...... 0611 0651 0653 0723 0753 0813 0823 0853 then 23 53 1723 1753 1901 2001 2101 2201 2301 Foston, Dove Valley...... 0612 0652 0655 0725 0755 0815 0825 0855 at 25 55 1725 1755 1902 2002 2102 2202 2302 Hatton, Salt Box...... 0618 0658 0658 0728 0758 0818 0828 0858 these 28 58 1728 1758 1905 2005 2105 2205 2305 TUTBURY, High Street...... 0624 0704 0704 0734 0804 0824 0834 0904 minutes 34 04 until 1734 1804 1910 2010 2110 2210 2310 Tutbury, Holts Lane...... 0626 0706 0706 0736 0806 0826 0836 0906 past 36 06 1736 1806 1912 2012 2112 2212 2312 Tutbury, Duke Street...... 0631 0711 0711 0741 0811 0831 0841 0911 each 41 11 1741 1811 1916 2016 2116 2216 2316 Rolleston, Spread Eagle...... …. 0746 .... 0836 0846 …. hour 46 .. 1746 ...... Beam Hill, Beacon...... 0636 0716 0716 .... 0816 …. …. 0916 .. 16 .... 1816 1919 2019 2119 2219 2319 Horninglow, Church...... 0639 0719 0719 0754 0819 0844 0854 0919 54 19 1754 1819 1922 2022 2122 2222 2322 BURTON , High Street...... 0649 0729 0729 0804 0829 0854 0904 0929 04 29 1804 1829 1929 2029 2129 2229 2329
Notes : NS - Not Saturday S - Saturdays only
Effective from 30.10.10 Page 9 BURTON - TUTBURY - UTTOXETER 1 BURTON - ROLLESTON - TUTBURY - UTTOXETER 1A ARRIVA MIDLANDS
Monday to Saturday 1A 1A 1A 1A NS S NS BURTON , High Street...... 0635 0655 0735 0805 0835 05 35 1705 1735 1735 1805 1835 1935 2035 2135 2235 Horninglow, Church...... 0646 0706 0746 0816 0846 16 46 1716 1743 1746 1813 1843 1943 2043 2143 2243 Rolleston, Spread Eagle...... 0714 .... 0824 …. 24 .. 1724 …...... Beam Hill, Beacon...... 0649 .... 0749 …. 0849 then .. 49 .... 1745 1749 1815 1845 1945 2045 2145 2245 Tutbury, Duke Street...... 0654 0719 0754 0829 0854 at 29 54 1729 1750 1754 1820 1850 1950 2050 2150 2250 Tutbury, Holts Lane...... 0656 0721 0756 0831 0856 these 31 56 1731 1752 1756 1822 1852 1952 2052 2152 2252 TUTBURY, High Street...... 0701 0726 0801 0836 0901 minutes 36 01 until 1736 1755 1801 1825 1855 1955 2055 2155 2255 Hatton, Salt Box...... 0706 0731 0806 0841 0906 past 41 06 1741 1800 1806 1830 1900 2000 2100 2200 2300 Foston, Dove Valley...... 0709 0734 0809 0844 0909 each 44 09 1744 1803 1809 1833 1903 2003 2103 2203 2303 Foston, Hall...... 0712 0737 0812 0847 0912 hour 47 12 1747 1805 1812 1835 1905 2005 2105 2205 2305 Sudbury, Vernon Arms...... 0715 0740 0815 0850 0915 50 15 1750 1807 1815 1837 1907 2007 2107 2207 2307 Doveridge, Post Office...... 0722 0747 0822 0857 0922 57 22 1757 1814 1822 1844 1914 2014 2114 2214 2314 UTTOXETER , Bus Station...... 0729 0754 0829 0904 0929 04 29 1804 1821 1829 1851 1921 2021 2121 2221 2321
Notes : NS - Not Saturday S - Saturdays only
Effective from 30.10.10 Page 10 UTTOXETER - TUTBURY - BURTON 1E D&G COACHES
Sunday and Bank Holiday Mondays
UTTOXETER , Bus Station...... 0825 1025 1225 1425 1625 1825 2025 Note : - Near Rail Station Doveridge, Post Office...... 0832 1032 1232 1432 1632 1832 2032 Sudbury, Vernon Arms...... 0838 1038 1238 1438 1638 1838 2038 Foston, Village...... 0841 1041 1241 1441 1641 1841 2041 Foston, Dove Valley...... 0842 1042 1242 1442 1642 1842 2042 Hatton, Salt Box...... 0845 1045 1245 1445 1645 1845 2045 TUTBURY, High Street...... 0850 1050 1250 1450 1650 1850 2050 Tutbury, Holts Lane...... 0852 1052 1252 1452 1652 1852 2052 Tutbury, Duke Street...... 0856 1056 1256 1456 1656 1856 2056 Beam Hill, Beacon...... 0859 1059 1259 1459 1659 1859 2059 Horninglow, Church...... 0902 1102 1302 1502 1702 1902 2102 Burton, Rail Station ...... 0907 1107 1307 1507 1707 1907 2107 BURTON , High Street...... 0910 1110 1310 1510 1710 1910 2110
BURTON , High Street...... 0735 0935 1135 1335 1535 1735 1935 Burton, Rail Station ...... 0738 0938 1138 1338 1538 1738 1938 Horninglow, Church...... 0743 0943 1143 1343 1543 1743 1943 Beam Hill, Beacon...... 0745 0945 1145 1345 1545 1745 1945 Tutbury, Duke Street...... 0750 0950 1150 1350 1550 1750 1950 Tutbury, Holts Lane...... 0752 0952 1152 1352 1552 1752 1952 TUTBURY, High Street...... 0755 0955 1155 1355 1555 1755 1955 Hatton, Salt Box...... 0800 1000 1200 1400 1600 1800 2000 Foston, Dove Valley...... 0803 1003 1203 1403 1603 1803 2003 Foston, Hall...... 0805 1005 1205 1405 1605 1805 2005 Sudbury, Vernon Arms...... 0807 1007 1207 1407 1607 1807 2007 Doveridge, Post Office...... 0814 1014 1214 1414 1614 1814 2014 UTTOXETER , Bus Station...... 0821 1021 1221 1421 1621 1821 2021 Effective from 5.9.10 Page 11 MAYFIELD - ASHBOURNE - DERBY One TRENT BARTON / ARRIVA MIDLANDS Route : MAYFIELD, Conygree Lane, Mayfield Avenue, Ashlea Drive, Ashbourne Road, Mayfield Road, Church Street, Dig Street, King Edward Street, ASHBOURNE Bus Station, Station Street, Derby Road, Springfield Avenue, Old Derby Road, Wyaston Road, Willow Meadow Road, Old Derby Road, Derby Road, Hill Top, Osmaston Lane End, Painters Lane, Yeldersley, Shirley Bridge, A52, Ednaston, Brailsford, Main Road, Ashbourne Road, Friar Gate, Bridge Street, Agard Street, Ford Street, St Alkmunds Way, Cathedral Road, Walker Lane, Jury Street, Bold Lane, The Strand, Victoria Street, Albert Street, Morledge, DERBY, Bus Station.
Monday to Friday SDO NSD ARR ARR ARR MAYFIELD , Congree Lane……………………………….... 0721 0846 0926 1026 1115 1215 1315 1415 1515 .... 1615 1715 1810 1828 2203 2338 Mayfield, School………...... ………………….... 0725 0850 0930 1030 1119 1219 1319 1419 1519 .... 1619 1719 1814 1830 2205 2340 ASHBOURNE, Bus Station………...... ………0635 0735 0900 0940 1040 1130 1230 1330 1430 1530 1603 1630 1730 1820 1845 2210 2345 Ashbourne, Hill Top School…………...... …………………….0640 0741 0906 0946 1046 1136 1236 1336 1436 1536 1620 1636 1736 .... 1850 2215 …. Brailsford, Rose & Crown………………………………………..0650 0753 0918 0958 1058 1148 1248 1348 1448 1548 1635 1648 1747 .... 1905 2230 2357 Kirk Langley, Moor Lane……………………………0655 0759 0923 1003 1103 1153 1253 1353 1453 1553 1640 1653 1752 .... 1910 2235 2400 Mackworth, Radbourne Lane……………………………………0659 0803 0927 1007 1107 1157 1257 1357 1457 1557 1644 1657 1755 .... 1915 2240 0003 DERBY , Bus Station……...... 0710 0825 0940 1020 1120 1210 1310 1410 1510 1610 1657 1710 1805 .... 1925A 2250A 0011A 109 SDO NSD ARR ARR ARR DERBY , Bus Station……...... 0750 0845 0945 1025 1125 1225 1325 1425 1515 1525 1620 1720 1830 1735B 2120A 2255A Mackworth, Radbourne Lane……...... 0802 0852 0952 1035 1135 1235 1335 1435 1527 1535 1635 1735 1840 …. 2131 2305 Kirk Langley, Moor Lane……………………………0806 0856 0956 1039 1139 1239 1339 1439 1531 1539 1639 1739 1844 …. 2135 2310 Brailsford, Rose & Crown………...... 0811 0901 1001 1044 1144 1244 1344 1444 1536 1544 1644 1744 1849 …. 2140 2315 Ashbourne, Hill Top School……...... 0824 0912 1012 1058 1158 1258 1358 1458 1550 1558 1658 1756 1859 …. 2155 2330 ASHBOURNE, Bus Station……...... 0840 0920 1020 1108 1208 1308 1408 1508 1556 1608 1708 1803 1904 1823 2200 2335 Mayfield, Conygree Lane…………...... 0846 0926 1026 1115 1215 1315 1415 1515 …. 1615 1715 1810 …. 1825 2203 2338 MAYFIELD , School………………...... 0850 0930 1030 1119 1219 1319 1419 1519 …. 1619 1719 1814 …. 1828 2205 2340
Notes : A - Continues to / Commences from Derby Rail Station B - Commences from Rail Station then operates via Allestree, Quarndon, Kedleston, Muggington, Hulland and Bradley ARR - Operated by Arriva Midlands NSD - Not Schooldays SDO - Schooldays Only ARR - effective from 26.10.09 TRB - effective from 28.3.10 Page 12 DERBY - ASHBOURNE - MAYFIELD One TRENT BARTON / ARRIVA MIDLANDS
Saturday
ARR ARR ARR MAYFIELD , Congree Lane……………………………….... 0740 0846 0926 1026 1115 1215 1315 1415 1515 1615 1715 1807 1828 2203 2338 Mayfield, School………...... ………………….... 0743 0850 0930 1030 1119 1219 1319 1419 1519 1619 1719 1811 1830 2205 2340 ASHBOURNE, Bus Station………...... ………0645 0755 0900 0940 1040 1130 1230 1330 1430 1530 1630 1730 1817 1845 2210 2345 Ashbourne, Hill Top School…………...... …………………….0650 0801 0906 0946 1046 1136 1236 1336 1436 1536 1636 1736 .... 1850 2215 …. Brailsford, Rose & Crown………………………………………..0700 0812 0918 0957 1057 1147 1247 1347 1447 1547 1647 1747 .... 1905 2230 2357 Kirk Langley, Moor Lane……………………………0705 0817 0923 1002 1102 1152 1252 1352 1452 1552 1652 1752 .... 1910 2235 2400 Mackworth, Radbourne Lane……………………………………0709 0820 0927 1005 1105 1155 1255 1355 1455 1555 1655 1755 .... 1915 2240 0003 DERBY , Bus Station……...... 0720 0830 0940 1015 1115 1205 1305 1405 1505 1605 1705 1805 .... 1925A 2250A 0011A
109 ARR ARR ARR DERBY , Bus Station……...... 0805 0845 0945 1025 1125 1225 1325 1425 1525 1625 1725 1830 1735B 2120A 2255A Mackworth, Radbourne Lane……...... 0812 0852 0952 1032 1132 1232 1332 1432 1532 1632 1732 1840 …. 2131 2305 Kirk Langley, Moor Lane……………………………0816 0856 0956 1036 1136 1236 1336 1436 1536 1636 1736 1844 …. 2135 2310 Brailsford, Rose & Crown………...... 0821 0901 1001 1041 1141 1241 1341 1441 1541 1641 1741 1849 …. 2140 2315 Ashbourne, Hill Top School……...... 0832 0912 1012 1052 1152 1252 1352 1452 1552 1652 1752 1859 …. 2155 2330 ASHBOURNE, Bus Station……...... 0840 0920 1020 1108 1208 1308 1408 1508 1608 1708 1800 1904 1823 2200 2335 Mayfield, Conygree Lane…………...... 0846 0926 1026 1115 1215 1315 1415 1515 1615 1715 1807 .... 1825 2203 2338 MAYFIELD , School………………...... 0850 0930 1030 1119 1219 1319 1419 1519 1619 1719 1811 .... 1828 2205 2340
Notes : A - Continues to / Commences from Derby Rail Station ARR - Operated by Arriva Midlands B - Commences from Rail Station then operates via Allestree, Quarndon, Kedleston, Muggington, Hulland and Bradley
For Sunday Services between Derby and Mayfield see Service 108 (TM Travel) ARR - effective from 26.10.09 TRB - effective from 28.3.10 Page 13 UTTOXETER TOWN Circular 4 ARRIVA MIDLANDS Route : UTTOXETER Tesco, Town Meadows Way, Bridge Street, Church Street, Silver Street, Bradley Street, UTTOXETER Bus Station, Bradley Street, High Street, Cheadle Road, Holly Road, Byrds Lane, Lambert Road, Marlborough Way, Kimberley Drive, New Road, Redfern Road, Pennycroft Road, Byrds Lane, Holly Road, Stone Road, Carter Street, Bridge Street, Church Street, Bradley Street, UTTOXETER Bus Station, Bradley Street, Dove Bank, Town Meadows Way, UTTOXETER Tesco.
Monday to Saturday
NS NS S NS S Rocester, Garage...... ….0735…. …. …. …. .. .. …. …. …. A …. …. …. …. …. UTTOXETER , Tesco...... …. …. 0800 0830 0900then at 30 00 1600 1630 1700 …. …. …. …. …. …. Uttoxeter, Bus Station...... …. 0735 0805 0835 0905these 35 05 1605 1635 1705 1805 1805 1921 2021 2221 2321 Lambert Road / Byrds Lane...... 0712 0742 0742 0812 0842 0912minutes 42 12 until 1612 1642 1712 1812 1812 1928 2028 2228 2328 Carter Street * ...... 0720 0750 0750 0820 0850 0920 past 50 20 1620 1650 1720 …. 1820 1936 2036 2236 B Uttoxeter, Bus Station...... 0725 0755 0755 0825 0855 0925each 55 25 1625 1655 1725 …. 1825 1941 2041 2241 …. UTTOXETER , Tesco...... …. A 0800 0830 0900 0930hour 00 30 1630 1700 …. …. …. …. …. …. …. Rocester, Garage...... …. …. …. …. …. …. .. .. …. …. ….1825…. …. …. …. ….
Notes : A - Continues to / from Burton as Service 1 B - Terminates at Pennycroft Road at 2336 NS - Not Saturdays S - Saturday only
* On Fridays all journeys operate from Stone Road via Smithfield Road to Bradley Street and DO NOT serve Carter Street
Certain journeys are operated under contract to Staffordshire County Council
Sundays and Bank Holiday Mondays : No Service Effective from 5.9.10 Page 14 BLYTHE BRIDGE - LONGTON - HANLEY 6A / 6B Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES Route 6A : BLYTHE BRIDGE, A521 Uttoxeter Road, A50, Commerce Street, The Strand, Longton Interchange, King Street, Victoria Road, Lichfield Street, HANLEY Bus Station, Route 6B : BLYTHE BRIDGE, A521 Uttoxeter Road, Lysander Road, Whitestone Road, Grindley Lane, Sandon Road, Meir Broadway, Uttoxeter road, Commerce Street, The Strand, Longton Interchange, King Street, Victoria Road, Lichfield Street, HANLEY Bus Station,
Monday to Friday CDO 6A 6A 6A 6A 6A 6C 6A 6A 6A 6A 6A 6A 6A 6A 6A BLYTHE BRIDGE , Old Bills Garage...... 0602 0627 0651 0711 0740 0756 0816 0846 0916then at 46 16 1516 1546 1630 1655 Blythe Bridge, Rail Station ...... 0606 0631 0655 0715 0744 0800 0820 0850 0920these 50 20 1520 1550 1634 1659 Meir, Broadway...... 0612 0637 0701 0721 0750 0806 0826 0856 0926minutes 56 26 until 1526 1556 1640 1705 Longton, Interchange...... 0618 0643 0709 0729 0758 0814A 0834 0904 0934past each 04 34 1534 1604 1648 1713 HANLEY , Bus Station...... 0631 0656 0725 0745 0822 0845 0858 0924 0952hour 22 52 1554 1622 1710 1735
6A 6A 6B 6B 6B 6B 6B 6B 6B 6B 6B BLYTHE BRIDGE , Old Bills Garage...... 1720 1750 1822 1852 1922 1952 2022 2052 2122 2152 2222 Blythe Bridge, Rail Station ...... 1724 1754 1825 1855 1925 1955 2025 2055 2125 2155 2225 Meir Park, Tesco...... …. …. 1830 1900 1930 2000 2030 2100 2130 2200 2230 Meir, Broadway...... 1730 1800 1839 1909 1939 2009 2039 2109 2139 2209 2239 Longton, Interchange...... 1738 1808 1845 1915 1945 2015 2045 2115 2145 2215 2245 HANLEY , Bus Station...... 1755 1821 1858 1928 1958 2028 2058 2128 2158 2228 2258
Notes : A - Operates via Sixth Form College, Manorfield Link Road 0831 CDO - College Days only - Near Rail Station
Effective from 5.9.10
Page 15 BLYTHE BRIDGE - LONGTON - HANLEY 6A / 6B Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Saturday
6B 6B 6B 6B 6B 6B 6A 6A 6A 6A 6A 6A 6A 6B BLYTHE BRIDGE , Old Bills Garage...... 0558 0618 0638 0658 0718 0738 0816 0846 0916then at 46 16 1716 1746 1822 Blythe Bridge, Rail Station ...... 0602 0622 0642 0702 0722 0742 0820 0850 0920these 50 20 1720 1750 1825 Meir Park, Tesco...... 0607 0627 0647 0707 0727 0747 …. …. ….minutes .. .. until …. …. 1830 Meir, Broadway...... 0621 0641 0701 0721 0741 0801 0826 0856 0926past 56 26 1726 1756 1839 Longton, Interchange...... 0629 0649 0709 0729 0749 0809 0834 0904 0934each 04 34 1734 1804 1845 HANLEY , Bus Station...... 0647 0707 0727 0747 0807 0827 0852 0922 0952hour 22 52 1752 1822 1858
6B 6B 6B 6B 6B 6B 6B 6B BLYTHE BRIDGE , Old Bills Garage...... 1852 1922 1952 2022 2052 2122 2152 2222 Blythe Bridge, Rail Station ...... 1855 1925 1955 2025 2055 2125 2155 2225 Meir Park, Tesco...... 1900 1930 2000 2030 2100 2130 2200 2230 Meir, Broadway...... 1909 1939 2009 2039 2109 2139 2209 2239 Longton, Interchange...... 1915 1945 2015 2045 2115 2145 2215 2245 HANLEY , Bus Station...... 1928 1958 2028 2058 2128 2158 2228 2258
Note : - Near Rail Station
Effective from 5.9.10
Page 16 HANLEY - LONGTON - BLYTHE BRIDGE 6A / 6B Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Monday to Friday
6A 6A 6A 6A 6A 6A 6A 6A 6A 6A 6A 6A 6A 6A HANLEY , Bus Station...... 0700 0732 0804 0830 0905 0940 1010then at 40 10 1540 1610 1640 1710 1740 Longton, Interchange...... 0715 0749 0821 0847 0922 0957 1024these 54 24 1554 1627 1657 1727 1757 Meir, Broadway...... 0722 0757 0832 0855 0930 1005 1032minutes 02 32 until 1602 1635 1705 1735 1805 Blythe Bridge, Rail Station ...... 0727 0804 0837 0900 0935 1010 1037past each 07 37 1607 1640 1710 1740 1810 BLYTHE BRIDGE , Old Bills Garage...... 0731 0806 0841 0904 0939 1014 1041hour 11 41 1611 1644 1714 1744 1814
6A 6A 6B 6B 6B 6B 6B 6B 6B 6B 6B 6B HANLEY , Bus Station...... 1809 1853 1913 1943 2013 2043 2113 2143 2213 2243 2313 2343 Longton, Interchange...... 1824 1907 1926 1956 2026 2056 2126 2156 2226 2256 2326 2356 Meir, Broadway...... 1832 1913 1932 2002 2032 2102 2132 2202 2232 2302 2332 0002 Meir Park, Tesco...... …. …. 1941 2011 2041 2111 2141 2211 2241 2311 2341 0011 Blythe Bridge, Rail Station ...... 1837 1918 1946 2016 2046 2116 2146 2216 2246 2316 2346 0016 BLYTHE BRIDGE , Old Bills Garage...... 1840 1921 1949 2019 2049 2119 2149 2219 2249 2319 2349 0019
Note : - Near Rail Station
Effective from 5.9.10
Page 17 HANLEY - LONGTON - BLYTHE BRIDGE 6A / 6B Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Saturday
6B 6B 6B 6B 6A 6A 6A 6A 6A 6A 6A 6A 6A 6A HANLEY , Bus Station...... 0619 0639 0659 0730 0810 0830 0905 0940 1010then at 40 10 1710 1745 1815 Longton, Interchange...... 0631 0651 0711 0744 0824 0844 0919 0954 1024these 54 24 1727 1759 1829 Meir, Broadway...... 0637 0657 0717 0752 0832 0852 0937 1002 1032minutes 02 32 until 1735 1807 1837 Meir Park, Tesco...... 0646 0706 0726 0805 …. …. …. …. ….past .. .. …. …. …. Blythe Bridge, Rail Station ...... 0651 0711 0731 0807 0837 0900 0935 1007 1037each 07 37 1740 1812 1842 BLYTHE BRIDGE , Old Bills Garage...... 0655 0715 0735 0811 0841 0904 0939 1011 1041hour 11 41 1744 1816 1846
6A 6B 6B 6B 6B 6B 6B 6B 6B 6B 6B HANLEY , Bus Station...... 1853 1913 1943 2013 2043 2113 2143 2213 2243 2313 2343 Longton, Interchange...... 1907 1926 1956 2026 2056 2126 2156 2226 2256 2326 2356 Meir, Broadway...... 1913 1932 2002 2032 2102 2132 2202 2232 2302 2332 0002 Meir Park, Tesco...... …. 1941 2011 2041 2111 2141 2211 2241 2311 2341 0011 Blythe Bridge, Rail Station ...... 1918 1946 2016 2046 2116 2146 2216 2246 2316 2346 0016 BLYTHE BRIDGE , Old Bills Garage...... 1921 1949 2019 2049 2119 2149 2219 2249 2319 2349 0019
Note : - Near Rail Station
Effective from 5.9.10
Page 18 BLYTHE BRIDGE - LONGTON - HANLEY 6B Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Sunday and Bank Holiday Monday
BLYTHE BRIDGE , Old Bills Garage...... 0930 0950 1010 1030 1050then at 10 30 50 1750 Blythe Bridge, Rail Station ...... 0935 0955 1015 1035 1055these 15 35 55 1755 Meir Park, Tesco...... 0938 0958 1018 1038 1058minutes 18 38 58 until 1758 Meir, Broadway...... 0947 1007 1027 1047 1107past 27 47 07 1807 Longton, Interchange...... 0953 1013 1033 1053 1113each 33 53 13 1813 HANLEY , Bus Station...... 1007 1027 1047 1107 1127hour 47 07 27 1827
HANLEY , Bus Station...... 0930 1010 1030 1050then at 10 30 50 1650 1710 Longton, Interchange...... 0944 1024 1044 1104these 24 44 04 1704 1724 Meir, Broadway...... 0950 1030 1050 1110minutes 30 50 10 until 1710 1730 Meir Park, Tesco...... 0959 1039 1059 1119past 39 59 19 1719 1739 Blythe Bridge, Rail Station ...... 1002 1042 1102 1122each 42 02 22 1722 1742 BLYTHE BRIDGE , Old Bills Garage...... 1007 1047 1107 1127hour 47 07 27 1727 1747
Note : - Near Rail Station
Blythe Bridge to Meir journeys are operated under contract to Staffordshire County Council Effective from 5.9.10
Page 19 LONGTON - BLYTHE BRIDGE - CHEADLE - BLYTHE BRIDGE - LONGTON 7 D&G COACHES Route : LONGTON Interchange, Baths Road, Times Square, Market Street, Uttoxeter Road, Meir, A50, Grindley Road, Uttoxeter Road, Blythe Bridge, Cheadle Road, Forsbrook, Dilhorne Road, New Road, Dilhorne, The Common, Boundary, Delphouse Road, The Green, Town End, The Terrace, CHEADLE, High Street, Cross Street, Chapel Street, Tape Street, Tean Road, Cheadle Road, St. Thomas Road, Tean, High Street, Draycott Road, Draycott-in-the-Moors, Uttoxeter Road, Blythe Bridge, Uttoxeter Road, Grindley Lane, A50, Meir, Uttoxeter Road, Commerce Street, The Strand, Times Square, Baths Road, LONGTON Interchange,
Monday to Saturday
LONGTON , Interchange…………………..…. 0745 0855 1055 1255 1500 1735 1835 Note : Meir, Broadway…………………………………………. 0751 0901 1101 1301 1506 1741 1841 Blythe Bridge, Duke of Wellington……..…. 0756 0906 1106 1306 1511 1746 1846 A - Operates via Cresswell, Rookery Crescent Forsbrook, Square………………………………..…. 0758 0908 1108 1308 1513 1748 1848 0712, Sharpley Heath, Bird in Hand 0715, Dilhorne, Royal Oak……………………………..….. 0803 0913 1113 1313 1518 1753 1853 Fulford Primary School 0720, Cresswell, Boundary, Crossroads……………………………. 0805 0915 1115 1315 1520 1755 1855 Rookery Crescent 0723 Brookhouses, The Huntsman………………. 0807 0917 1117 1317 1522 1757 1857 CHEADLE, High Street………………………..0656 0811 0921 1121 1321 1526 1801 1901 Tean, High Street…………..…………………………..0706 …. 0931 1131 1331 1536 1811 1911 Draycott, Post Office…………………………..0710A …. 0935 1135 1335 …. 1815 1915 Blythe Bridge, Duke of Wellington……..0730 …. 0940 1140 1340 …. 1820 1920 Meir, Broadway………………………………………0735 …. 0945 1145 1345 …. 1825 1925 LONGTON, Interchange………………….0743 …. 0953 1153 1353 …. 1833 1933
This Service is operated under contract to Staffordshire County Council
Sundays and Bank Holiday Mondays : No Service Effective from 6.9.09 Page 20 LONGTON - BLYTHE BRIDGE - CHEADLE - BLYTHE BRIDGE - LONGTON 7A D&G COACHES Route 7A : Operates as reverse of Service 7 (except in Cheadle where it serves Tean Road, Chapel Street, Bank Street, Watt Place, The Terrace).
Monday to Saturday
LONGTON , Interchange…………………..…. …. 0955 1155 1355 …. 1620 Note : Meir, Broadway…………………………………………. …. 1001 1201 1401 …. 1626 Blythe Bridge, Duke of Wellington……..…. …. 1006 1206 1406 …. 1631A A - Operates via Cresswell, Rookery Crescent 1638, Fulford Draycott, Post Office…………………………..…. …. 1011 1211 1411 …. 1651 Primary School 1641, Sharpley Heath, Bird in Hand 1646, Tean, High Street…………………………...…………………..…. 0905 1015 1215 1415 1537 1655 Cresswell, Rookery Crescent 1649 CHEADLE, Bank Street………………………..0815 0915 1025 1225 1425 1547 1705 Brookhouses, The Huntsman……………0818 0918 1028 1228 1428 1550 1708 Boundary, Crossroads…………………………0820 0920 1030 1230 1430 1552 1710 Dilhorne, Royal Oak……………………………..0822 0922 1032 1232 1432 1554 1712 Forsbrook, Square………………………………..0827 0927 1037 1237 1437 1559 1717 Blythe Bridge, Duke of Wellington……..0829 0929 1039 1239 1439 1601 1719 Meir, Broadway………………………………………0837 0934 1044 1244 1444 1606 1724 LONGTON, Interchange………………….0848 0943 1053 1253 1453 1615 1733
Sundays and Bank Holiday Mondays : No Service Effective from 6.9.09 Page 21 LEEK - (CHEADLE) - ALTON TOWERS 10 / 10A ALTON TOWERS TRANSPORT Route 10 : LEEK Bus Station, Ashbourne Road, Haywood Street, Brook Street, Cheddleton Road, Leek Road, Cheddleton, Cheadle Road, Wetley Rocks, Kingsley Road, Kingsley, High Street, Holt Lane, Shawe Park Road, Froghall Road, Leek Road, Tape Street, Chapel Street, Bank Street, CHEADLE, High Street, Tape Street, Queen Street, Oakamoor Road, Church Bank, Star Bank, Beelow Lane, Farley Lane, ALTON TOWERS. Route 10A : LEEK Bus Station, Ashbourne Road, Ball Haye Street, Buxton Road, Springfield Road, Ashbourne Road, Ellastone Road, Star Bank, Beelow Lane, ALTON TOWERS.
Monday to Sunday SDO 10 10A 10 10 10A 10A LEEK , Bus Station...... 0750 0915 0929 1335 1635 1850 Leek, Britannia Head Office...... 0753 .... 0932 1338 ...... Cheddleton, Off Licence...... 0758 .... 0937 1343 ...... Wetley Rocks, Powys Arms PH...... 0801 .... 0940 1346 ...... Cellarheads, Crossroads...... 0805 .... 0944 1350 ...... Kingsley...... 0812 ...... 1357 ...... Kingsley Holt...... 0814 ...... 1359 ...... CHEADLE, Miners Rest PH...... 0817 ...... 1402 ...... Cheadle, High Street...... 0820 ...... 1405 ...... Bottom House...... 0925 ...... 1645 1900 Cotton, Star Crossroads...... 0834 0935 .... 1419 1655 1910 ALTON TOWERS ...... 0845 0940 .... 1430 1700 1915
Note : SDO - Schooldays only
Effective from 1.11.10
Page 22 ALTON TOWERS - (CHEADLE) - LEEK 10 / 10A ALTON TOWERS TRANSPORT
Monday to Sunday NSD SDO 10A 10A 10A 10A 10 10 ALTON TOWERS ...... 0720 0845 1305 1445 1545 1800 Cotton, Star Crossroads...... 0725 0850 1310 1450 1550 1805 Bottom House...... 0735 0900 1320 1500 ...... Cheadle, Council Offices...... 1602 1817 CHEADLE, Miners Rest PH...... 1605 1820 Kingsley Holt...... 1608 1823 Kingsley...... 1610 1825 Cellarheads, Crossroads...... 1615 1830 Wetley Rocks, Powys Arms PH...... 1619 1834 Cheddleton, Off Licence...... 1622 1837 Leek, Britannia Head Office...... 1630 1845 LEEK , Bus Station...... 0745 0910 1330 1510 1635 1850
Notes : NSD - Not Schooldays SDO - Schooldays only
Effective from 1.11.10
Page 23 LEA HEATH - COLTON - RUGELEY 12 VAL'S CLASSIC COACHES
Route : LEA HEATH, Lea Lane, B5013, Moor Lane, Sherracop Lane, Colton, High Street, Bellamour Way, Colton Road, Station Road, Anson Street, Elmore Lane, RUGELEY Bus Station.
Monday to Friday
LEA HEATH ...... 1040 1320 RUGELEY , Bus Station...... 1025 1300 Newton...... 1043 1323 Colton, Dun Cow...... …. 1305 Admaston...... 1045 1325 Stockwell Heath...... 1310 Stockwell Heath...... 1050 …. Admaston...... 1035 1315 Colton, Dun Cow...... 1055 …. Newton...... 1037 1317 RUGELEY , Bus Station...... 1100 1335 LEA HEATH ...... 1040 1320
This Service is operated under contract to Staffordshire County Council
Saturdays, Sundays and Bank Holidays : No Service Effective from 6.9.09 Page 24 STOKE - HANLEY - CHEADLE - ALTON TOWERS 14 / 15 ALTON TOWERS TRANSPORT Route 14 : STOKE, Station Road, College Road, Cleveland Road, Regent Road, Bethesda Street, Potteries Way, Lichfield Street, HANLEY Bus Station, Birch Terrace, Charles Street, Old Hall Street, Bucknall New Road, Bucknall Road, Dividy Road, Anchor Road, Sutherland Road, Weston Coyney Road, Weston Road, Meir, Uttoxeter Road, Draycott Road, Tean, New Road, Cheadle Road, Tean Road, Chapel Street, Bank Street, CHEADLE, High Street, Tape Street, Queen Street, Oakamoor Road, Church Bank, Star Bank, Beelow Lane, Farley Lane, ALTON TOWERS. Route 15 : Operates as above to Bucknall Road then Werrington Road, Ash Bank Road, Cellarhead Road, Kingsley Road, A52, Kingsley High Street, Dovedale Road, Froghall Road, Whiston Road, Ellaston Road, Star Bank, Beelow Lane, Farley Lane, ALTON TOWERS.
Monday to Sunday
14 14 15 14 15 15 STOKE , Rail Station ...... 0520A 0735 1015 1325 1710 1905 Notes : A - Commences Stoke, Church Street 0515 Hanley, Bus Station...... 0525 0740 1020 1330 1715 1910 SDO - Schooldays only Adderley Green, Dividy Road...... 0532 0747 .... 1337 ...... - Near Rail Station Longton, Police Station...... 0540 0755 .... 1345 ...... Weston Coyney...... 0544 0759 .... 1349 ...... Meir, Co-op Store...... 0547 0802 .... 1352 ...... Blythe Bridge, Duke of Wellington...... 0552 0807 .... 1357 ...... Tean, Cross Keys PH...... 0600 0815 .... 1405 ...... CHEADLE, High Street...... 0607 0822 .... 1412 ...... Oakamoor...... 0614 0829 .... 1419 ...... Werrington, Post Office...... 1032 .... 1727 1920 Cellarhead…………………………………………………………...... 1035 .... 1730 1922 Kingsley...... 1042 .... 1737 1929 Froghall, Station...... 1045 .... 1740 1932 ALTON TOWERS ...... 0625 0840 1059 1430 1754 1945
Effective from 1.11.10 Page 25 ALTON TOWERS - CHEADLE - HANLEY - STOKE 14 / 15 ALTON TOWERS TRANSPORT
Monday to Sunday SDO NSD 15 15 15 15 15 14 14 14 ALTON TOWERS ...... 0425 0640 .... 0920 1225 1545 1800 0015A Notes : Froghall, Station...... 0439 0654 .... 0934 1239 ...... A - Sets down only after Alton Towers Kingsley...... 0442 0657 .... 0937 1242 ...... B - Continues to Stoke, Church Street 0135 Cellarhead…………………………………………………………..0449 0704 0944 0944 1249 ...... NSD - Not Schooldays Werrington, Post Office...... 0452 0707 0947 0947 1252 ...... SDO - Schooldays only Oakamoor...... 155618100026 - Near Rail Station CHEADLE, High Street...... 1608 1820 0038 Tean, Cross Keys PH...... 1615 1825 0045 Blythe Bridge, Duke of Wellington...... 1623 1833 0053 Meir, Co-op Store...... 1628 1836 0058 Weston Coyney...... 1631 1838 0101 Longton, Police Station...... 1635 1841 0105 Adderley Green, Dividy Road...... 1643 1848 0113 Hanley, Bus Station...... 0505 0720 1000 1000 1305 1650 1855 0120 Stoke, Rail Station ...... 0510 0725 1005 1005 1315 1700 1905 0130B
Effective from 1.11.10 Page 26 UTTOXETER - ALTON TOWERS 30 ALTON TOWERS TRANSPORT Route : UTTOXETER Rail Station, Station Road, Brookside Road, Town Meadows Way, Dove Bank, Uttoxeter Bus Station, Silver Street, Bradley Street, High Street, Cheadle Road, Ashbourne Road, B5030, Rocester, High Street, Ashbourne Road, B5030 (returns The Dove Way, Dove Bank, Silver Street, Bus Station), B5031, College Road, Denstone, Alton Road, Denstone Lane, Uttoxeter Road, Lime Kiln Lane, Smithy Bank, New Road, Farley Lane, ALTON TOWERS.
Monday to Sunday
NSu UTTOXETER , Rail Station ...... 0808 0908 1008 1400 1616 1826 Notes : NSu - Not Sundays Uttoxeter, Bus Station...... …. …. …. 1402 1618 1828 - Near Rail Station Rocester, Garage...... 0816 0916 1016 1410 1626 1836 Denstone...... 0819 0919 1019 1413 1629 1839 Alton, Village...... 0824 0924 1024 1418 1634 1844 ALTON TOWERS ...... 0829 0929 1029 1423 1639 1849
NSu ALTON TOWERS ...... 0735 0835 0935 1330 1550 1800 Alton, Village...... 0740 0840 0940 1335 1555 1805 Denstone...... 0745 0845 0945 1340 1600 1810 Rocester, Garage...... 0748 0848 0948 1343 1603 1813 Uttoxeter, Bus Station………………………………..0756 0856 0956 …. …. …. Uttoxeter, Tesco...... 0758 0858 0958 1351 1611 1821 UTTOXETER , Rail Station ...... 0800 0900 1000 1353 1613 1823
Effective from 1.11.10 Page 27 UTTOXETER - CHEADLE - HANLEY 32 / 32A Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES Route 32 : UTTOXETER, Bus Station, Bradley Street, High Street, Cheadle Road, Ashbourne Road (returns B5030, The Dove Way, Dove Bank, Bradley Street), Spath, Stramshall, St Michael's Road, A522, Beamhurst, Fole, Checkley, Lower Tean, Upper Tean, High Street, New Road, Cheadle Road, Teanford, Tean Road, Chapel Street, Bank Street, CHEADLE, High Street, Leek Road, Froghall Road, Shawe Park Road, Kingsley Holt, Holt Lane, Kingsley, High Street, The Green, A52, Cellarhead, Werrington, Ash Bank Road, Werrington Road, Bucknall Road, Bucknall New Road, Old Hall Street, Lichfield Street, HANLEY Bus Station.
Route 32A : UTTOXETER, Bus Station, Bradley Street, Silver Street, Dove Bank, Town Meadows Way, Tesco, Town Meadow Way, Uttoxeter Rail Station, Bridge Street, Church Street, Silver Street, UTTOXETER Bus Station, Bradley Street, High Street, Cheadle Road, Ashbourne Road, B5030 (returns B5030, Dove Way, Town Meadows Way, Uttoxeter Rail Station, Bridge Street, Chuch Street, Silver Street, Bradley Street), Rocester, High Street, Ashbourne Road, B5031, Denstone, Denstone Lane, Uttoxeter Road, Lime Kiln Lane, Alton, Smithy Bank, New Road, Farley Lane, Beelow Lane, Star Bank, Oakamoor, Church Bank, Oakamoor Road, Queen Street, Tape Street, Chapel Street, Bank Street, CHEADLE, High Street then as service 32 to HANLEY Bus Station.
Service 32A When Alton Towers Theme Park is open all journeys operate via Alton Towers service road.
Effective from 3.9.10
Page 28 UTTOXETER - CHEADLE - HANLEY 32 / 32A Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Monday to Saturday 32A 32A 32A NS NS S UTTOXETER , Bus Station...... 0903 ...... 1103 Uttoxeter, Tesco...... 0908 ...... 1108 Uttoxeter, Rail Station ...... 0912 ...... 1112 UTTOXETER, Bus Station...... 0653 0724 0744 ...... 0849 .... 0915 0949 ...... 1049 .... 1115 Rocester, Garage...... 0703 ...... 0925 ...... 1125 Denstone, The Tavern...... 0706 ...... 0928 ...... 1128 Alton, Smithy Bank...... 0710 ...... 0934 ...... 1134 Alton Towers, Farley Gates...... 0714 ...... 0938 ...... 1138 Cotton, Star Crossroads...... 0717 ...... 0941 ...... 1141 Oakamoor, Churnet Bridge...... 0721 ...... 0945 ...... 1145 Greendale...... 0726 ...... 0950 ...... 1150 Stramshall, Hare & Hounds...... 07300750 ...... 0855 ...... 0955 ...... 1055 ...... Checkley, Church...... 07390759 ...... 0904 ...... 1004 ...... 1104 ...... Tean, High Street...... 0636 0658 ...... 0743 0803 ...... 0908 ...... 1008 ...... 1108 ...... CHEADLE, High Street...... 0547 0616 0644 0708 0713 0733 0753 0813 0833 0858 0918 0938 0958 1018 1038 1058 1118 1138 1158 Kingsley, Royal Oak...... 0556 0625 0653 0718 0723 0743 0803 0823 0843 0910 0930 0950 1010 1030 1050 1110 1130 1150 1210 Werrington, Post Office...... 0605 0634 0704 0729 0734 0754 0814 0834 0854 0921 0941 1001 1021 1041 1101 1121 1141 1201 1221 HANLEY , Bus Station...... 0616 0645 0720 0745 0750 0810 0830 0850 0910 0937 0957 1017 1037 1057 1117 1137 1157 1217 1237
Notes : NS - Not Saturday S - Saturday only - Near Rail Station
Uttoxeter to Cheadle journeys on service 32A are operated under contract to Staffordshire County Council Effective from 3.9.10
Page 29 UTTOXETER - CHEADLE - HANLEY 32 / 32A Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Monday to Saturday 32A 32A 32A 32A NS S NS S NS UTTOXETER , Bus Station...... 1303 ...... 1503 ...... 1703 ...... Uttoxeter, Tesco...... 1308 ...... 1508 ...... 1708 ...... Uttoxeter, Rail Station ...... 1312 ...... 1512 ...... 1712 ...... UTTOXETER, Bus Station...... 1149 ...... 1249 .... 1315 1349 ...... 1449 1449 ...... 1515 1554 .... 1654 1715 …. 1754 Rocester, Garage...... 1325 ...... 1525 ...... 1725 ...... Denstone, The Tavern...... 1328 ...... 1528 ...... 1728 ...... Alton, Smithy Bank...... 1334 ...... 1534 ...... 1734 ...... Alton Towers, Farley Gates...... 1338 ...... 1538 ...... 1738 1738 .... Cotton, Star Crossroads...... 1341 ...... 1541 ...... 1741 1741 .... Oakamoor, Churnet Bridge...... 1345 ...... 1545 ...... 1745 1745 .... Greendale...... 1350 ...... 1550 ...... 1750 1750 .... Stramshall, Hare & Hounds...... 1155 ...... 1255 ...... 1355 ...... 1455 1455 ...... 1600 .... 1700 .... …. 1800 Checkley, Church...... 1204 ...... 1304 ...... 1404 ...... 1504 1504 ...... 1609 .... 1709 .... …. 1809 Tean, High Street...... 1208 ...... 1308 ...... 1408 ...... 1508 1508 ...... 1613 1653 1713 .... …. 1813 CHEADLE, High Street...... 1218 1238 1258 1318 1338 1358 1418 1438 1458 1518 1518 1543 1543 1558 1633 1703 1733 1758 1758 1823 Kingsley, Royal Oak...... 1230 1250 1310 1330 1350 1410 1430 1450 1510 1528 1530 1553 1555 1610 1645 1715 1745 1810 1810 1833 Werrington, Post Office...... 1241 1301 1321 1341 1401 1421 1441 1501 1521 1539 1541 1604 1606 1621 1656 1726 1756 1821 1821 1844 HANLEY , Bus Station...... 1257 1317 1337 1357 1417 1437 1457 1517 1537 1557 1557 1622 1622 1637 1712 1739 1812 1837 1837 1900
Notes : NS - Not Saturday S - Saturday only - Near Rail Station
Uttoxeter to Cheadle journeys on service 32A are operated under contract to Staffordshire County Council Effective from 3.9.10
Page 30 UTTOXETER - CHEADLE - HANLEY 32 / 32A Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Monday to Saturday 32A 32A 32A 32A SCR SCR 32A S NS S NS S NS UTTOXETER , Bus Station...... 1809 1809 ...... 1954 1954 ...... …. .... Uttoxeter, Tesco...... 1813 1813 ...... 1958 1958 ...... …. .... Uttoxeter, Rail Station ...... 1815 1815 ...... 2000 2000 ...... …. .... UTTOXETER, Bus Station...... 1754 1820 1820 1852 1857 1952 2005 2005 ...... …. 2310 Rocester, Garage...... 1830 1830 ...... 2015 2015 ...... …. 2322 Denstone, The Tavern...... 1833 1833 ...... 2018 2018 ...... …. 2325 Alton, Smithy Bank...... 1839 1839 ...... 2024 2024 ...... …. 2330 Alton Towers, Farley Gates...... 1843 1843 ...... 2028 2028 ...... …. 2334 Cotton, Star Crossroads...... 1846 1846 ...... 2031 2031 ...... …. 2337 Oakamoor, Churnet Bridge...... 1850 1850 ...... 2035 2035 ...... …. 2341 Greendale...... 1855 1855 ...... 2040 2040 ...... …. 2346 Stramshall, Hare & Hounds...... 1800 ...... 1857 1903 1957 ...... …. .... Checkley, Church...... 1809 ...... 1906 1912 2006 ...... …. .... Tean, High Street...... 1813 ...... 1910 1916 2010 ...... 2110 2139 2311 .... CHEADLE, High Street...... 1823 1903 1903 1920 1926 2020 2048 2048 2120 2147 2321 2354 Kingsley, Royal Oak...... 1913 1915 1930 .... 2030 2057 .... 2130 .... 2331 .... Werrington, Post Office...... 1924 1926 1941 .... 2041 2106 .... 2141 .... …. .... HANLEY , Bus Station...... 1940 1942 1952 .... 2052 2117 .... 2157 .... …. ....
Notes : NS - Not Saturday S - Saturday only SCR - Operated by Scraggs (2110 journey operated by First Potteries on Saturdays) - Near Rail Station
Uttoxeter to Cheadle journeys on service 32A are operated under contract to Staffordshire County Council Effective from 3.9.10
Page 31 HANLEY - CHEADLE - UTTOXETER 32 / 32A Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Monday to Saturday 32A 32A 32A 32A 32A NS S NS S NS S NS NS S S NS HANLEY , Bus Station...... 0645 0647 0706 0725 0724 0741 0749 0813 0821 0844 0904 0924 0924 0944 1004 1024 1044 Werrington, Post Office...... 0658 0657 0719 0738 0737 0754 0802 0826 0834 0857 0917 0937 0937 0957 1017 1037 1057 Kingsley, Royal Oak...... 0708 0707 0729 0746 0747 0804 0812 0842 0844 0907 0927 0947 0947 1007 1027 1047 1107 CHEADLE, High Street...... 0626 0638 0717 0717 0740 0755 0758 0813 0823 0853 0853 0918 0938 0958 1000 1018 1038 1058 1118 Tean, High Street...... 0634 .... 0725 0725 ...... 0806 0821 ...... …. 0926 ...... 1026 ...... 1126 Checkley, Church...... 0637 .... 0728 0728 ...... 0809 0824 ...... …. 0929 ...... 1029 ...... 1129 Stramshall, Hare & Hounds...... 0646 .... 0737 0737 ...... 0818 0833 ...... …. 0938 ...... 1038 ...... 1138 Greendale...... 0646 ...... 07480803 .... …...... …...... 1006 1006 ...... Oakamoor, Churnet Bridge...... 0650 ...... 07520807 .... …...... …...... 1010 1009 ...... Cotton, Star Crossroads...... 0654 ...... 07560811 .... …...... …...... 1014 1013 ...... Alton Towers, Farley Gates...... 0658 ...... 08000815 .... …...... …...... 1018 1017 ...... Alton, Smithy Bank...... 0704 ...... 08060821 .... …...... …...... 1024 1022 ...... Denstone, The Tavern...... 0710 ...... 08120827 .... …...... …...... 1030 1028 ...... Rocester, The Garage...... 0713 ...... 08150830 .... …...... …...... 1033 1031 ...... Uttoxeter, Tesco...... 0719 ...... 08210836 .... …...... …...... 1039 1040 ...... Uttoxeter, Rail Station ...... 08230838 .... …...... …...... 1041 1043 ...... UTTOXETER , Bus Station...... 0653 0724 0744 0744 0829 0844 0825 0840 ...... …. 0945 .... 1047 1049 1045 ...... 1145
Notes : NS - Not Saturday S - Saturday only - Near Rail Station
Cheadle to Uttoxeter journeys on service 32A are operated under contract to Staffordshire County Council Effective from 3.9.10
Page 32 HANLEY - CHEADLE - UTTOXETER 32 / 32A Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Monday to Saturday 32A 32A 32A 32A 32A 32A S NS S NS HANLEY , Bus Station...... 1104 1124 1124 1144 1204 1224 1244 1304 1324 1324 1344 1404 1424 1444 1509 1529 1549 1609 1629 Werrington, Post Office...... 1117 1137 1137 1157 1217 1237 1257 1317 1337 1337 1357 1417 1437 1457 1522 1542 1602 1622 1642 Kingsley, Royal Oak...... 1127 1147 1147 1207 1227 1247 1307 1327 1347 1347 1407 1427 1447 1507 1532 1552 1612 1632 1652 CHEADLE, High Street...... 1138 1158 1200 1218 1238 1258 1318 1338 1358 1400 1418 1438 1458 1518 1543 1603 1623 1643 1703 Tean, High Street...... 1226 ...... 1326 ...... 1426 ...... 1526 ...... 1631 1651 .... Checkley, Church...... 1229 ...... 1329 ...... 1429 ...... 1529 ...... 1634 ...... Stramshall, Hare & Hounds...... 1238 ...... 1338 ...... 1438 ...... 1538 ...... 1643 ...... Greendale...... 1206 1208 ...... 1406 1408 ...... 1611 ...... 1711 Oakamoor, Churnet Bridge...... 1210 1212 ...... 1410 1412 ...... 1615 ...... 1715 Cotton, Star Crossroads...... 1214 1216 ...... 1414 1416 ...... 1619 ...... 1719 Alton Towers, Farley Gates...... 1218 1220 ...... 1418 1420 ...... 1623 ...... 1723 Alton, Smithy Bank...... 1224 1226 ...... 1424 1426 ...... 1629 ...... 1729 Denstone, The Tavern...... 1230 1232 ...... 1430 1432 ...... 1635 ...... 1735 Rocester, The Garage...... 1233 1235 ...... 1433 1435 ...... 1638 ...... 1738 Uttoxeter, Tesco...... 1239 1241 ...... 1439 1441 ...... 1644 ...... 1744 Uttoxeter, Rail Station ...... 1241 1243 ...... 1441 1443 ...... 1646 ...... 1746 UTTOXETER , Bus Station...... 1247 1249 1245 ...... 1345 .... 1447 1449 1445 ...... 1545 .... 1652 1650 .... 1752
Notes : NS - Not Saturday S - Saturday Only - Near Rail Station
Cheadle to Uttoxeter journeys on service 32A are operated under contract to Staffordshire County Council Effective from 3.9.10
Page 33 HANLEY - CHEADLE - UTTOXETER 32 / 32A Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Monday to Saturday 32A 32A 32A 32A 32A SCR NS S NS S NS S S S NS HANLEY , Bus Station...... 1654 1719 1719 1739 1740 1759 1819 1819 1849 1916 1946 .... 2101 .... 2231 2231 2347 Werrington, Post Office...... 1707 1732 1732 1752 1752 1812 1832 1832 1902 1929 1959 .... 2114 .... 2244 2244 2359 Kingsley, Royal Oak...... 1717 1742 1742 1802 1802 1822 1840 1840 1910 1937 2007 .... 2122 .... 2254 2252 0008 CHEADLE, High Street...... 1728 1803 1753 1813 1813 1831 1903 1853 1919 1946 2016 2101 2131 2220 2301 2301 0017 Tean, High Street...... 1736 .... …...... 1839 .... …. 1927 .... 2024 2109 2139 ...... 2311 .... Checkley, Church...... 1739 .... …...... 1841 .... …. 1929 ...... Stramshall, Hare & Hounds...... 1748 .... …...... 1849 .... …. 1937 ...... Greendale...... 18111811 ...... …. 19111911 ...... 2228 ...... Oakamoor, Churnet Bridge...... 1815 1815 ...... 1915 1915 ...... 2232 ...... Cotton, Star Crossroads...... 1819 1819 ...... 1919 1919 ...... 2236 ...... Alton Towers, Farley Gates...... 1823 1823 ...... 1923 1923 ...... 2240 ...... Alton, Smithy Bank...... 1829 1829 ...... 1929 1929 ...... 2246 ...... Denstone, The Tavern...... 1835 1835 ...... 1935 1935 ...... 2252 ...... Rocester, The Garage...... 1838 1838 ...... 1938 1938 ...... 2255 ...... Uttoxeter, Tesco...... 1844 1844 ...... 1944 1944 ...... 2301 ...... UTTOXETER, Rail Station ...... 1846 1846 ...... 1946 1946 ...... UTTOXETER , Bus Station...... 1755 1852 1852 ...... 1854 1952 1952 1942 ...... 2306 ......
Notes : NS - Not Saturday S - Saturday Only SCR - Operated by Scraggs - Near Rail Station
Cheadle to Uttoxeter journeys on service 32A are operated under contract to Staffordshire County Council Effective from 3.9.10
Page 34 UTTOXETER - CHEADLE - HANLEY 32 / 32A Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Sunday and Bank Holiday Monday
32A 32A 32A 32A 32A UTTOXETER , Bus Station...... 1053 .... 1253 .... 1453 .... 1653 .... Uttoxeter, Tesco...... 1058 .... 1258 .... 1458 .... 1658 .... Uttoxeter, Rail Station ...... 1500 .... 1700 .... UTTOXETER, Bus Station...... 0903 .... 1103 .... 1303 .... 1503 .... 1703 1855A Rocester, Garage...... 0916 .... 1116 .... 1316 .... 1516 .... 1716 .... Denstone, The Tavern...... 0919 .... 1119 .... 1319 .... 1519 .... 1719 .... Alton, Smithy Bank...... 0923 .... 1123 .... 1323 .... 1523 .... 1723 .... Alton Towers, Farley Gates...... 0927 .... 1127 .... 1327 .... 1527 .... 1727 .... Cotton, Star Crossroads...... 0930 .... 1130 .... 1330 .... 1530 .... 1730 .... Oakamoor, Churnet Bridge...... 0934 .... 1134 .... 1334 .... 1534 .... 1734 .... Greendale...... 0939 .... 1139 .... 1339 .... 1539 .... 1739 .... CHEADLE, High Street...... 0956 1056 1156 1256 1356 1456 1556 1656 1756 1921 Kingsley, Royal Oak...... 1005 1105 1205 1305 1405 1505 1605 1705 1805 1930 Werrington, Post Office...... 1014 1114 1214 1314 1414 1514 1614 1714 1814 1939 HANLEY , Bus Station...... 1025 1125 1225 1325 1425 1525 1625 1725 1825 1950
Notes : A - Operates via Stramshall, Hare & Hounds 1900, Checkley Church 1909 and Tean High Street 1913 - Near Rail Station
Uttoxeter to Cheadle journeys on service 32A are operated under contract to Staffordshire County Council Effective from 3.9.10
Page 35 HANLEY - CHEADLE - UTTOXETER 32 / 32A Wheelchair accessible vehicles are normally used on this service FIRST POTTERIES
Sunday and Bank Holiday Monday
32A 32A 32A 32A 32A HANLEY , Bus Station...... 0926 1126 1226 1326 1426 1526 1626 1736 2046 Werrington, Post Office...... 0939 1139 1239 1339 1439 1539 1639 1749 2059 Kingsley, Royal Oak...... 0947 1147 1247 1347 1447 1547 1647 1757 2107 CHEADLE, High Street...... 0840A 1001 1201 1256 1401 1456 1601 1656 1806 2116 Greendale...... 1007 1207 .... 1407 .... 1607 .... 1812 .... Oakamoor, Churnet Bridge...... 1010 1210 .... 1410 .... 1610 .... 1815 .... Cotton, Star Crossroads...... 1014 1214 .... 1414 .... 1614 .... 1819 .... Alton Towers, Farley Gates...... 1018 1218 .... 1418 .... 1618 .... 1823 .... Alton, Smithy Bank...... 1023 1223 .... 1423 .... 1623 .... 1828 .... Denstone, The Tavern...... 1029 1229 .... 1429 .... 1629 .... 1834 .... Rocester, The Garage...... 1032 1232 .... 1432 .... 1632 .... 1837 .... Uttoxeter, Tesco...... 1041 1241 .... 1441 .... 1641 .... 1846 .... Uttoxeter, Rail Station ...... 1443 .... 1643 .... 1848 .... UTTOXETER , Bus Station...... 0902 1049 1249 .... 1449 .... 1649 .... 1854 ....
Notes : A - Operates via Tean High Street 0846, Checkley Church 0849 and Stramshall, Hare & Hounds 0857 - Near Rail Station
Cheadle to Uttoxeter journeys on service 32A are operated under contract to Staffordshire County Council Effective from 3.9.10
Page 36 ASHBOURNE - MAYFIELD - WATERHOUSES - LEEK - MACCLESFIELD 108 CLOWES COACHES Route : ASHBOURNE Bus Station, Station Road, Church Street, Mayfield Road, Swinscoe Hill, Swinscoe, A52, Cauldon Lowe, Main Road, Ellastone Road, Stoney Lane, Cauldon, unclassified to A523, Waterhouses (certain services operate direct Swinscoe, A52, A523, Waterhouses), A523, Ashbourne Road, Heywood Street, Leonard Street, LEEK Bus Station, Ball Haye Street, Stockwell Street, Church Street, Mill Street, A523, Cross Street, Mill Lane, Sunderland Street, MACCLESFIELD Bus Station.
Monday to Saturday
NS FS ASHBOURNE , Bus Station...... 0730 .... 1010A 1315 1525 1815 2020 Mayfield, Hanging Bridge...... 0734 .... 1014 1319 1529 1819 2024 Swinscoe...... 0736 0915 1016 1321C 1531 1821 2026 Cauldon Lowe...... 0745 .... 1025 .... 1540 ...... Cauldon, Village...... 0750 .... 1030 .... 1545 ...... Waterhouses, Old Crown Hotel...... 0755 0920 1035B 1330 1550 1828 2033 LEEK, Bus Station...... 0810 0930 1050 1345 1605 1840 2045D Rushton Spencer, Station Road...... 0820 .... 1100 1355 1615 ...... MACCLESFIELD , Bus Station...... 0845 .... 1120 1415 1635 ......
Notes : A - Diverts via Clifton only on request by passengers boarding at Ashbourne B - Operates via Breach Close 1036 C - Operates via Calton Village 1325, by request only D - Continues to Barrow Moor 2105 FS - Friday and Saturday only NS - Not Saturday
This Service is operated under contract to Staffordshire, Derbyshire and Cheshire County Councils Effective from 3.4.06
Page 37 MACCLESFIELD - LEEK - WATERHOUSES - MAYFIELD - ASHBOURNE 108 CLOWES COACHES
Monday to Saturday
NS FS MACCLESFIELD , Bus Station...... 0910 1205 1415 1635 1920 Rushton Spencer, Station Road...... 0925 1220 1430 1650 1935 LEEK, Bus Station...... 0705A .... 0940 1235E 1445 1705 1950 Waterhouses, Old Crown Hotel...... 0717 0910B 0952C 1247 1457 1717 2002 Cauldon, Village...... 1252 1500 1720 .... Cauldon Lowe...... 1257 1504 1724 .... Swinscoe...... 0720 0915 1000 1300 1509 1728 2005 Mayfield, Hanging Bridge...... 0726 .... 1005D 1311 1516 1736 2011 ASHBOURNE , Bus Station...... 0730 .... 1010 1315 1520 1740 2015
Notes : A - Commences from Barrow Moor 0645 B - Commences from Leek Hospital 0900 C - Operates via Calton Village 0956 D - Operates via Clifton 1007 E - Operates via Breach Close 1245 FS - Friday and Saturday only NS - Not Saturday
This Service is operated under contract to Staffordshire, Derbyshire and Cheshire County Councils Effecitve from 3.4.06
Page 38 DERBY - ASHBOURNE - LEEK - MACCLESFIELD - STOCKPORT 108 TM TRAVEL / BAKERS COACHES Route : DERBY Rail Station, Railway Terrace, Derby Bus Station, Morledge, Albert Street, Victoria Street, Wardwick, Friar Gate, Ashbourne Road, Derby Road, Compton Street, ASHBOURNE Bus Station, A52, Mayfield Road, Swinscoe Hill, A523, Waterhouses, Ashbourne Road, Haywood Street, Leonard Street, LEEK Bus Station, Ashbourne Road, Ball Haye Street, Stockwell Street, Church Street, Mill Street, Macclesfield Road, Rushton Spencer, A523, London Road, Cross Street, Mill Lane, Mill Street, MACCLESFIELD Bus Station, Mill Street, Silk Road, Beech Lane, Manchester Road, Tytherington Lane, Bollington Road, Henshall Road, Wellington Road, Palmerston Street, Shrigley Road, Pedley Hill, Wood Lane South, Wood Lane West, Waterloo Road, Park Lane, Macclesfield Road, A6, Wellington Road South, STOCKPORT Bus Station.
Sunday and Bank Holiday Monday
TMT BAK TMT BAK TMT BAK DERBY , Rail Station ...... 0955 .... 1255 .... 1555 .... Notes : BAK - Operated by Bakers Coaches Derby, Bus Station...... 1000 .... 1300 .... 1600 .... TMT - Operated by TM Travel Mackworth, Mundy Arms...... 1010 .... 1310 .... 1610 .... - Near Rail Station Kirk Langley, Post Office...... 1013 .... 1313 .... 1613 .... Brailsford, Rose & Crown...... 1016 .... 1316 .... 1616 .... Ashbourne, Hilltop...... 1025 .... 1325 .... 1625 .... ASHBOURNE, Bus Station...... 1035 .... 1335 .... 1635 .... Waterhouses, Old Crown Hotel...... 1050 .... 1350 .... 1650 .... LEEK, Bus Station...... 1105 1110 1405 1410 1705 1710 Rushton Spencer, Station Road...... 1120 .... 1420 .... 1720 Bosley Lakeside, Post Office...... 1125 .... 1425 .... 1725 Oakgrove, Fools Nook...... 1133 .... 1433 .... 1733 Lyme Green, London Avenue...... 1137 .... 1437 .... 1737 MACCLESFIELD, Bus Station...... 1142 .... 1442 .... 1742 Poynton, Church...... 1214 .... 1514 .... 1814 STOCKPORT, Bus Station...... 1235 .... 1535 .... 1835
This Service is operated under contract to Staffordshire, Derbyshire and Cheshire County Councils BAK - effective from 7.9.08 TMT - effective from 23.3.08
Page 39 STOCKPORT - MACCLESFIELD - LEEK - ASHBOURNE - DERBY 108 TM TRAVEL / BAKERS COACHES
Sunday and Bank Holiday Monday
BAK TMT BAK TMT BAK TMT STOCKPORT, Bus Station...... 0940 .... 1240 .... 1540 .... Notes : BAK - Operated by Bakers Coaches Hazel Grove, Rising Sun...... 0953 .... 1253 .... 1553 .... TMT - Operated by TM Travel MACCLESFIELD, Bus Station...... 1035 .... 1335 .... 1635 .... - Near Rail Station Lyme Green, London Avenue...... 1038 .... 1338 .... 1638 .... Oakgrove, Fools Nook...... 1042 .... 1342 .... 1642 .... Bosley Lakeside, Post Office...... 1045 .... 1345 .... 1645 .... Rushton Spencer, Station Road...... 1050 .... 1350 .... 1650 .... LEEK, Bus Station...... 1105 1110 1405 1410 1705 1710 Waterhouses, Old Crown Hotel...... 1125 .... 1425 .... 1725 ASHBOURNE, Bus Station...... 1150 .... 1450 .... 1745 Ashbourne, Hilltop...... 1153 .... 1453 .... 1748 Brailsford, Rose & Crown...... 1202 .... 1502 .... 1757 Kirk Langley, Post Office...... 1205 .... 1505 .... 1800 Mackworth, Mundy Arms...... 1208 .... 1508 .... 1803 Derby, Bus Station...... 1218 .... 1518 .... 1813 DERBY , Rail Station ...... 1220 .... 1520 .... 1815
This Service is operated under contract to Staffordshire, Derbyshire and Cheshire County Councils BAK - effective from 7.9.08 TMT - effective from 23.3.08
Page 40 CHEADLE TOWN SERVICE 123 D&G COACHES Route : CHEADLE, Derwent Drive (Southbound), Manifold Drive, Rakeway Road, Park Avenue, Tean Road, Wedgwood Road, Moorcroft Close, Wedgwood Road, Tean Road, Attlee Road, Station Road, Tean Road, Chapel Street, Bank Street, HIGH STREET, Tape Street, Queen Street, Silverstone Avenue, Oulton Road, Goodwood Avenue, Shelsley Road, Silverstone Avenue, Oakamoor Road, Rudyard Way, Ullswater Drive, Windermere Way, Ness Grove, Froghall Road, Thorpe Rise, Weaver Close, Thorpe Rise, Froghall Road, Churchill Road, Harborne Road, Leek Road, Butlers Hill, Tape Street, Chapel Street, Bank Street, HIGH STREET, Cross Street, Chapel Street, Well Street, Ashbourne Road, Kingfisher Crescent, Hawfinch Road, Ashbourne Road, Thorley Drive (Eastbound), Ashbourne Road, Well Street, Chapel Street, Bank Street, HIGH STREET, Cross Street, Chapel Street, Tean Road, Mill Road, Rakeway Road, Manifold Drive, CHEADLE, Derwent Drive (Southbound).
Monday to Saturday
CHEADLE , Derwent Drive...... 0927 1027 1127 1227 1327 Moorcroft Close...... 0932 1032 1132 1232 1332 Attlee Road...... 0935 1035 1135 1235 1335 CHEADLE, High Street...... 0940 1040 1140 1240 1340 Windermere Way...... 0948 1048 1148 1248 1348 Weaver Close...... 0952 1052 1152 1252 1352 CHEADLE, High Street...... 1000 1100 1200 1300 1400 Well Street, Morrisons...... …………1002 1102 1202 1302 1402 Lightwood, Thorley Drive...... 1008 1108 1208 1308 1408 Well Street, Morrisons...... 1013 1113 1213 1313 1413 Cheadle, High Street...... 1015 1115 1215 1315 1415 Mill Road………………………………………………………..1018 1118 1218 1318 1418 CHEADLE , Derwent Drive...... 1025 1125 1225 1325 1425
This Service is operated under contract to Staffordshire County Council
Sundays and Bank Holiday Mondays : No Service Effective from 2.11.09 Page 41 WESTON COYNEY - BLYTHE BRIDGE - CHEADLE - UTTOXETER 184 PHIL SMITH TRAVEL Route : WESTON COYNEY, Caverswall Road, Cookshill, School Lane, Caverswall Lane, Catchems Corner, Uttoxeter Road, Grindley Lane, A50 Uttoxeter Road, Draycott-in-the-Moors, Cresswell Lane, Cresswell(turn), Cresswell Lane, Draycott-in-the-Moors, Uttoxeter Road, Blythe Bridge, A521, Cheadle Road, Forsbrook, Cheadle Road, Town End, CHEADLE, High Street, Tape Street, Tean Road, Park Avenue, Rakeway Road, unclassified to Freehay, Winnothdale, Hollington, Denstone, B5030, Ashbourne Road, Cheadle Road, High Street, Bradley Street, UTTOXETER, Bus Station.
Wednesday only
WESTON COYNEY , Post Office...... 0923 UTTOXETER , Bus Station...... 1300 Cookshill, Auctioneers Arms...... 0926 Denstone, The Tavern...... 1312 Blythe Bridge, Creda Roundabout...... 0930 Hollington, Church...... 1325 Cresswell, Rookery Crescent...... 0935 Freehay, Crossroads...... 1335 Draycott-in-the-Moors, New Plough...... 0938 CHEADLE, High Street...... 1345 Blythe Bridge, Duke of Wellington...... 0940A Boundary, Crossroads...... 1350A Boundary, Crossroads...... 0945 Blythe Bridge, Duke of Wellington...... 1355 CHEADLE, High Street...... 0950 Draycott-in-the-Moors, New Plough...... 1357 Freehay, Crossroads...... 0955 Cresswell, Rookery Crescent...... 1400 Hollington, Church...... 1005 Blythe Bridge, Creda Roundabout...... 1405 Denstone, The Tavern...... 1018 Cookshill, Auctioneers Arms...... 1409 UTTOXETER , Bus Station...... 1030 WESTON COYNEY , Post Office...... 1412
Note : A - Diverts to Dilhorne, Royal Oak by prior arrangement only on (01889) 560600
This Service is operated under contract to Staffordshire County Council Effective from 10.9.08 Page 42 CHEADLE - IPSTONES - LEEK 234 / 235 / 236 CLOWES COACHES Route 234 : CHEADLE, High Street, Leek Road (returns Tape Street, Chapel Street, Bank Street, High Street), Froghall Road, Kingsley Holt, A52, Froghall, B5053, Ipstones, High Street, Bottom House, A523, Bradnop, Moorland Hospital, Ashbourne Road, LEEK Bus Station. Route 235 : CHEADLE, High Street, Butlers Hill (returns Tape Street, Chapel Street, Bank Street, High Street), Leek Road, Highfield Avenue, Froghall Road, Kingsley Holt, Froghall, A52, Whiston Lane, Whiston, Lanehead, Townhead, Foxt, Froghall, B5053 then as above to LEEK Bus Station. Route 236 : TEAN, High Street, A522, Tean Road, Chapel Road, Bank Street, CHEADLE High Street, Leek Road, Froghall Road, Kingsley Holt, Holt Lane, Kingsley, Dovedale Road, B5053, Ipstones then as Service 234 to LEEK Bus Station.
Monday to Saturday NS NS NS 235 236 235 235 235 234 234 235 CHEADLE , High Street...... 0630A 0758B 0930 1205 1335 1545C 1730 1830 Notes : Cheadle, Highfield Avenue...... 12071337 ...... Kingsley Holt, Crossroads...... 0804 0936 1211 1341 1551 1736 1836 A - Time at Cheadle, Windy Arbour NOT High Street Kingsley, Royal Oak...... 0808 ...... (commences from Leek, Springfield Road 0615) Froghall, Railway Bridge...... 0814 0941 1216 1346 1555 1740 1840 B - Commences at Tean, High Street 0749, Monday Whiston, Sneyd Arms...... 0639 .... 0947 1222 1352 ...... to Friday only Foxt, School...... 0643 .... 0949 1224 1354 ...... C - Commences from Cheadle High School on Froghall, Railway Bridge...... 0646 .... 0951 1226 1356 ...... Schooldays only Ipstones, Marquis of Granby...... 0651 0819 0956 1231 1401 1600 1745 1845 D - Time at Springfield Road, NOT Leek Bus Station Bottom House, Green Man...... 0656 0827 1002 1237 1407 1606 1748 1848 NS - Not Saturday Bradnop, Crossroads...... 0701 0833 1008 1243 1413 1612 1754 1854 LEEK , Bus Station...... 0706 0840 1015 1250 1420 1619 1758 1910D
This Service is operated under contract to Staffordshire County Council Effective from 28.5.07
Page 43 LEEK - IPSTONES - CHEADLE 234 / 235 / 236 CLOWES COACHES
Monday to Saturday NS S NS NS 236 236 235 235 234 235 236 235 LEEK , Bus Station...... 0715 0730B 0844 1125 1305 1420 1640 1759 Notes : Bradnop, Crossroads...... 0719 0734 0849 1130 1310 1425 1645 1804 Bottom House, Green Man...... 0724 0740 0855 1136 1316 1431 1651 1810 A - Continues to Tean, High Street 0747 Ipstones, Marquis of Granby...... 0727 0745 0858 1139 1321 1434 1656 1813 B - Time at Springfield Road, NOT Leek Bus Station Froghall, Railway Bridge...... 0730 0750 0902 1143 1326 1438 1701 1820 C - Continues to Tean, High Street 1720 Foxt, School...... 0907 1148 .... 1443 .... R NS - Not Saturday Whiston, Sneyd Arms...... 09121153 .... 1448 .... R R - Serves these stops by request only Froghall, Railway Bridge...... 0915 1156 .... 1451 ...... S - Saturday only Kingsley, Royal Oak...... 1706 .... Kingsley Holt, Crossroads...... 0732 0754 0917 1158 1328 1453 1710 1825 Cheadle, Highfield Avenue...... 09191200 ...... CHEADLE , High Street...... 0738A 0758 0922 1203 1333 1458 1715C 1830
This Service is operated under contract to Staffordshire County Council
Sundays and Bank Holidays : No Service Effective from 28.5.07
Page 44 SHARPLEY HEATH - CHURCH LEIGH - UTTOXETER PARAGON TRAVEL 248 UTTOXETER - CHURCH LEIGH Circular PARAGON TRAVEL 411 Route 248 : SHARPLEY HEATH, Garshall Green, Milwich, The Allways, B5027, Coton, Dods Leigh, Lower Leigh, Church Leigh, The Bents, Withington, Bramshall, Bramshall Road, Byrds Lane, Holly Road, Cross Road, Heath Road, Cheadle Road, High Street, Bradley Street, UTTOXETER Bus Station. Route 411 : UTTOXETER Bus Station, Bradley Street, Smithfield Road, Stone Road, Bramshall Road, Bramshall, Bearsbrook, Fradswell, Coton, Uttoxeter Road, Milwich, The Allways, Garshall Green, Stone Heath, Morrilow Heath, Lower Leigh, Church Leigh, Withington then as above to UTTOXETER Bus Station.
Wednesday and Saturday only W S W S 411 248 411 248 UTTOXETER , Bus Station...... 0900 .... UTTOXETER , Bus Station...... 1235 1305 Bramshall, Stores...... 0905 .... Uttoxeter, Byrds Lane...... 1240 1308 Field...... 0915 .... Bramshall, Robin Hood...... 1245 1312 Fradswell...... 0920 .... Withington…………...... 1252 1319 Sharpley Heath , Bird-in-Hand...... 0955 The Bents……………...... 1321 Milwich, The Allways...... 0932 1000 Church Leigh, Post Office...... 1257 1324 Dods Leigh...... 1010 Lower Leigh...... 1300 1327 Morrilow Heath...... 0940 .... Morrilow Heath...... 1305 .... Lower Leigh...... 0945 1013 Dods Leigh...... 1330 Church Leigh, Post Office...... 0948 1016 Milwich, The Allways...... 1313 1338 The Bents...... 1019 Sharpley Heath , Bird-in-Hand...... 1351 Withington...... 0953 1021 Fradswell……...... 1325 .... Bramshall, Robin Hood...... 1000 1030 Field...... 1330 .... Uttoxeter, Byrds Lane...... 1003 1033 Bramshall, Stores...... 1340 .... UTTOXETER , Bus Station...... 1010 1040 UTTOXETER , Bus Station...... 1345 ....
Notes : S - Saturday only W - Wednesday only
Service operated under contract to Staffordshire County Council Effective from 5.9.10 Page 45 STONE - FULFORD - BLYTHE BRIDGE - LONGTON 249 D&G COACHES Route : STONE, Granville Square, Radford Street, Longton Road, Fulford, Fulford Road, Saverley Green Road, Sandon Road, Cresswell Lane, Uttoxeter Road, Draycott-in-the-Moors, Uttoxeter Road, BLYTHE BRIDGE, Stallington Road, Stallington Village, Hilderstone Road, Meir Heath, Golborn Avenue, Birkholme Drive, Grange Road, Sandon Road, Meir, A50, Uttoxeter Road, Commerce Street, The Strand, Baths Road, LONGTON Interchange. Routes via Milwich and Hilderstone operate STONE, Granville Square, Radford Street, Christchurch Way, Lichfield Street, Lichfield Road, Uttoxeter Road, Milwich, Uttoxeter Road, Sandon Road, Hilderstone, Cresswell Road, Moss Lane, Fulford Road then as above to Longton. Routes via Moddershall operate STONE, Granville Square, Radford Street, Longton Road, Fulford Road, Moddershall, Moddershall Oaks, Knenhall Lane, Hilderstone Road, Fulford Road, Saverley Green Road then as above.
Monday to Saturday
STONE , Granville Square...... 1035 1250 1440 Additional Journeys : Schooldays only Stone, Christchurch Way...... 1251 .... Milwich, The Allways...... 1301 .... Adderley 0745, Caverswall 0755, Catchems Corner 0800, Meir Heath, Windmill Hilderstone, Sandon Road...... 1305 .... 0810, Stallington 0815, Blythe Bridge, Duke of Wellington 0822, Catchems Corner Moddershall...... 1447 0828, Caverswall 0835 Sharpley Heath, Bird-in-Hand...... 1308 .... Fulford Road / Moss Lane...... 0856 1046 1311 1451 Blythe Bridge, High School 1510, Caverswall 1520, Catchems Corner 1525, Meir Fulford, Primary School...... 0858 1048 1313 1453 Heath, Windmill 1535, Stallington 1540 Cresswell, Rookery Crescent...... 0902 1052 1317 1457 Draycott-in-the-Moors, Church...... 0904 1054 1319 1459 BLYTHE BRIDGE, Duke of Wellington...... 0909 1059 1324 1504 Stallington Village...... 0914 1104 1329 .... Meir Heath, Golborn Avenue...... 0918 1108 1333 .... Meir, Broadway...... 0924 1114 1339 .... LONGTON , Interchange...... 0932 1122 1347 ....
This Service is operated under contract to Staffordshire County Council Effective from 6.9.09
Page 46 LONGTON - BLYTHE BRIDGE - FULFORD - STONE 249 D&G COACHES
Monday to Saturday
LONGTON , Interchange...... 0935 1125 1350 Meir, Broadway...... 0941 1131 1356 Meir Heath, Golborn Avenue...... 0947 1137 1402 Stallington Village...... 0951 1141 1406 BLYTHE BRIDGE, Duke of Wellington...... 0956 1146 1411 Draycott, Church...... 1001 1151 1416 Cresswell, Rookery Crescent...... 1003 1153 1418 Fulford, Primary School...... 1007 1157 1422 Fulford Road / Moss Lane...... 1009 1159 1424 Sharpley Heath, Bird-in-Hand...... 1012 ...... Moddershall...... 1204 .... Hilderstone, Sandon Road...... 1015 ...... Milwich, The Allways...... 1020 ...... Stone, Crown Street...... 1033 ...... Stone Granville Square...... 1035 ...... STONE , Christchurch Way...... 1211 1434
This Service is operated under contract to Staffordshire County Council
Sundays and Bank Holiday Mondays : No Service Effective from 6.9.09
Page 47 UTTOXETER - DRAYCOTT - BURTON 402 PARAGON TRAVEL Route : UTTOXETER Bus Station, Bradley Street, Silver Street, Dove Bank, Town Meadows Way, Tesco Store, Town Meadows Way, Brookside Road (returns Bridge Street, Church Street, Bradley Street, Bus Station, Bradley Street, Dove Bank, Town Meadows Way, Tesco), Uttoxeter Rail Station, Brookside Road, Bridge Street, Highwood Road, B5017, Netherland Green, Marchington, Bag Lane, Jack's Lane, Stubby Lane, Draycott-in-the-Clay, A515, Moreton Lane, Dovegate Prison, Moreton Lane, Draycott Cliff, Holly Bush Road, Newborough, Duffield Lane, Concrete Road, Hanbury Woodend, Knightsfield Road, Wood Lane, Hanbury, Anslow Road, Woodend, Blackbrook, Anslow Gate, Anslow, Main Road, Beamhill Road, Tutbury Road, Calais Road, Belvedere Road, Queens Hospital Grounds, Calais Road, Tutbury Road, Horninglow Road North, Horninglow Road, Derby Street, Byrkley Street, Waterloo Street, Borough Road, Station Street, Union Street, BURTON, New Street.
Monday to Saturday
UTTOXETER , Bus Station...... 0730 0830 1000 1204 1404 1536 1721 Uttoxeter, Tesco...... 0732 0832 1002 1206 1406 1538 1723 Uttoxeter, Rail Station ...... 0733 0833 1003 1209 1407A 1539 1725 Netherland Green...... 0738 0838 1008 1214 1417 1544 1730 Marchington, Bulls Head...... 0743 0843 1013 1219 1422 1549 1735 Draycott-in-the-Clay, Fountain...... 0748 0848 1018 1224 1427 1556 1740 Dovegate, Prison...... 0753 0853 1023 1229 1432 1601 1745 Draycott-in-the-Clay, Fountain...... 0758 0858 1028 1234 1437 1606 1750 Newborough, Church...... 0804 0904 1034 1239 1443 1612 1756 Hanbury, Bus Shelter...... 0811 0911 1041 1246 1450 1619 1803 Anslow, School...... 0821 0921 1051 1257 1501 1628 1810 Beam Hill, The Beacon...... 0825 0925 1055 1301 1505 1632 1816 Queens Hospital, Burton…………………………………………….0829 0929 1059 1305 1509 1636 1820 Burton, Rail Station ...... 0836 0936 1106 1312 1516 1643 1827 BURTON , New Street...... 0842 0939 1110 1316 1520 1645 1830
Notes : A - Operates via Old Knotty Way, Kingfisher Way George Elliott Close and Leighton Road - Near Rail Station
Service operated under contract to Staffordshire County Council Effective from 6.9.10
Page 48 BURTON - DRAYCOTT - UTTOXETER 402 PARAGON TRAVEL
Monday to Saturday
BURTON , New Street...... 0720 0845 1050 1250 1420 1605 1745 Burton, Rail Station ...... 0723 0848 1054 1254 1424 1609 1749 Queens Hospital, Burton………………………………………0730 0855 1101 1301 1431 1616 1755 Beam Hill, The Beacon...... 0734 0859 1105 1305 1435 1620 1759 Anslow, School...... 0740 0905 1111 1311 1441 1626 1805 Hanbury, Bus Shelter...... 0749 0914 1120 1320 1450 1635 1814 Newborough, Church...... 0756 0921 1127 1327 1457 1642 1821 Draycott-in-the-Clay, Fountain...... 0802 0927 1133 1333 1506 1651 1830 Dovegate, Prison...... 0807 0932 1138 1338 1511 1656 1835 Draycott-in-the-Clay, Fountain...... 0812 0939 1143 1343 1516 1701 1840 Marchington, Bulls Head...... 0817 0944 1148 1348 1521 1706 1845 Netherland Green...... 0822 0949A 1153 1353 1526 1711 1850 Uttoxeter, Rail Station ...... 0827 …. 1158 1358 1531 1716 1855 Uttoxeter Bus Station...... …. 0956 1200 1400 1533 1718 1857 UTTOXETER , Tesco...... 0829 0958 1202 1402 1535 1720 1859
Notes : A - Operates via George Elliott Close 0953, Kingfisher Way, Westlands Road and Stafford Road - Near Rail Station
Service operated under contract to Staffordshire County Council
Sundays and Bank Holiday Mondays : No Service Effective from 6.9.10
Page 49 ABBOTS BROMLEY - NEWBOROUGH - TATENHILL - BURTON 403 PARAGON TRAVEL Route : ABBOTS BROMLEY, Goose Lane, Bagots Street, High Street, Ashbrook Lane, Blunt's Hollow, Hoar Cross, Yoxall Road, Newborough, B5234, Needwood, Rangemore Hill, Tatenhill Lane, Tatenhill Common, Tatenhill, Branston Road, Wellington Road, Branston, Main Street, Clays Lane, Harwood Avenue, Merlin Crescent, Clewley Road, Harwood Avenue, Clays Lane, Morrisons, Clays Lane, Main Street, Lichfield Street, BURTON, New Street. Returns BURTON, High Street, New Street, Union Street, Borough Road, Derby Street, Horninglow Road, Horninglow Road North, Tutbury Road, Beamhill Road, Anslow, Main Street, Hopley Road, Rough Hay, Postern Road, Tatenhill, Main Street, Tatenhill Lane then reverse of above.
Tuesday, Thursday and Friday only
ABBOTS BROMLEY , Goose Lane...... 1025 BURTON , New Street...... 1415 Hoar Cross, Meynell Ingram Arms...... 1033 Anslow, School...... 1430 Newborough, Church...... 1037 Rough Hay, The Acorn...... 1433 Needwood, New Inn...... 1044 Tatenhill, Crossroads...... 1437 Rangemore, School...... 1047 Rangemore, School...... 1441 Tatenhill, Crossroads...... 1051 Needwood, New Inn...... 1444 Branston, Bridge Inn...... 1055 Newborough, Church...... 1451 Bean Covert, Merlin Crescent...... 1100 Hoar Cross, Meynall Ingram Arms...... 1455 Morrisons, Roundabout...... 1102 ABBOTS BROMLEY , Goose Lane...... 1500 BURTON , New Street...... 1110 BURTON, Bargates...... 1135
Service operated under contract to Staffordshire County Council Effective from 5.9.10 Page 50 UTTOXETER TOWN Service 406 D&G COACHES
Route : UTTOXETER Bus Station, Bradley Street, High Street, Cheadle Road, Holly Road, Byrds Lane, Lambert Road, Marlborough Way, Kimberley Drive, Davies Drive (southern section), Bentley Road, New Road, Grange Road, Redfern Road, Pennycroft Road, Byrds Lane, Holly Road, Cheadle Road, High Street, Bradley Street, UTTOXETER Bus Station.
Monday to Friday
UTTOXETER , Bus Station...... …. 0915 0945 1015 1045 1115 1145 1215 1315 1345 1415 1445 Three Tuns...... …. 0919 0949 1019 1049 1119 1149 1219 1319 1349 1419 1449 Byrds Lane...... 0851 0921 0951 1021 1051 1121 1151 1221 1321 1351 1421 1451 Grange Road………...... 0858 0928 0958 1028 1058 1128 1158 1228 1328 1358 1428 1458 Three Tuns...... 0902 0932 1002 1032 1102 1132 1202 1232 1332 1402 1432 1502 UTTOXETER , Bus Station...... 0906 0936 1006 1036 1106 1136 1206 1236 1336 1406 1436 1506
Sundays and Bank Holiday Mondays : No Service Effective from 5.9.10 Page 51 UTTOXETER - ROCESTER - MAYFIELD - ASHBOURNE 409 TRENT BARTON
Route : UTTOXETER, Bus Station, Bradley Street, High Street, A522 Cheadle Road, Ashbourne Road, B5030, Rocester, High Street, Ashbourne Road, B5031, College Road, Denstone, Alton Road, B5032, Quixhill Lane, Quixhill Bank, B5032 Ellastone, Mayfield, Ashbourne Road, A52 Mayfield Road, Ashbourne By-Pass, A515 Clifton Road, Ashbourne, Station Street, Compton Street, King Edward Street, ASHBOURNE, Bus Station.
Monday to Saturday
UTTOXETER , Bus Station...... 0705 0835 0955 1155 1355 1525 1725 Rocester, Garage...... 0715 0845 1005 1205 1405 1535 1735 Denstone, Hawthorn Close...... 0719 0849 1009 1209 1409 1539 1739 Ellastone, Duncombe Arms...... 0724 0854 1014 1214 1414 1544 1744 Mayfield, Garage...... 0730 0900 1020 1220 1420 1550 1750 ASHBOURNE , Bus Station...... 0736 0906 1026 1226 1426 1556 1756
Service operated under contract to Staffordshire County Council Effective from 25.10.10
Page 52 ASHBOURNE - MAYFIELD - ROCESTER - UTTOXETER 409 TRENT BARTON
Monday to Saturday
ASHBOURNE , Bus Station...... 0740 0915 1115 1315 1435 1635 1805 Mayfield, Garage...... 0746 0921 1121 1321 1441 1641 1811 Ellastone, Duncombe Arms...... 0752 0927 1127 1327 1447 1647 1817 Denstone, College Road End...... 0757 0932 1132 1332 1452 1652 1822 Rocester, Garage...... 0801 0936 1136 1336 1456 1656 1826 UTTOXETER , Bus Station...... 0811 0946 1146 1346 1506 1706 1836
Service operated under contract to Staffordshire County Council
Sundays and Bank Holiday Mondays : No Service Effective from 25.10.10
Page 53 UTTOXETER - ABBOTS BROMLEY - LICHFIELD 428 PARAGON TRAVEL Route : UTTOXETER Bus Station, Bradley Street, Silver Street, Dove Bank, Town Meadows Way, Tesco, Town Meadows Way, Bridge Street, Highwood Road, Kingfisher Way, Leighton Road, George Elliott Close, Leighton Road, Kingfisher Way, Westlands Road, Stafford Road, B5013, Watery Lane, Loxley Green, Kingstone, The Meadows, Stonier Drive, Church Lane, Blythebridge Bank, The Blythe, Booth Lane, Dapple Heath (certain services operate direct along B5013 to Dapple Heath), Bagots Bromley, Uttoxeter Road, ABBOTS BROMLEY, Bagot Street, High Street, Lichfield Road, B5014, Blithbury, Hill Ridware, Uttoxeter Road, Ridware Road, Handsacre, Uttoxeter Road, Lichfield Road, New Road, Shropshire Brook Road, Lichfield Road, A515, Stafford Road, Eastern Avenue, Curborough Road, Weston Road, Beacon Street, Anson Avenue, Dimble Lane, Dimbles Hill, Curborough Road, St Chad's Road, Stowe Road, George Lane, Tamworth Street, Birmingham Road, LICHFIELD Bus Station. Journeys omitting Kingfisher Way and George Elliott Close in Uttoxeter operate as above to Bridge Street, then Old Knotty Way, Stafford Road then as above to Lichfield Journeys via Hamstall Ridware operate as above Blithbury, then divert Blithbury Road, Hamstall Ridware, Lichfield Road, Pipe Ridware, Pipe Lane, Hill Ridware then continue as above.
Service operated under contract to Staffordshire County Council
Sundays and Bank Holidays : No Service Effective from 6.9.10 Page 54 UTTOXETER - ABBOTS BROMLEY - LICHFIELD 428 PARAGON TRAVEL
Monday to Saturday
NSD SDO UTTOXETER , Bus Station...... 0745 0745 0835 1035 1235 1520 1710 Uttoxeter, Tesco...... 0837 1037 1237 1522 1712 Uttoxeter, George Elliott Close...... 0841 1041 1241 1526 1716 Uttoxeter, Kingfisher Way...... 0843 1043 1243 1528 1718 Uttoxeter, Westlands Road...... 0845 1045 1245 1530 1720R Willslock, Red Cow...... 0753 0753 0848 1048 1248 1533 .... Kingstone, School...... 0852 1052 1252 1537 .... The Blythe, Inn...... 0855 1055 1255 1540 .... Dapple Heath...... 0859 1059 1259 1544 .... Abbots Bromley, Butter Cross...... 0800 0800 0905 1105 1305B 1550 .... Blithbury, Bull & Spectacles...... 0807 0807 0912 1112 1312 1557 .... Hamstall Ridware...... 0918 1118 ...... Hill Ridware...... 0811 0811 0926 1126 1316 1601 .... Handsacre, Tuppenhurst Lane...... 0814 0814 0929 1129 1319 1604 .... Handsacre, Shropshire Brook Road...... 0817 0817 0932 1132 1322 1607 .... Lichfield, Eastern Avenue...... 0827 0827A 0942 1142 1332 1617 .... Lichfield, Morrisons Store...... …. …. 0947 1147 1337 1622 .... Lichfield, Dimbles Hill...... 0834 0836 0949 1149 1339 1624 .... Lichfield, Netherstowe School...... 0835 0837 0950 1150 1340 1625 .... LICHFIELD , Bus Station...... 0840 0842 0955 1155 1345 1630 ....
Notes : A - Operates via Friary School 0828 B - Operates via Swan Lane by request only NSD - Not Schooldays R - Continues to Abbots Bromley by request of passengers already on the bus only SDO - Schooldays only Effective from 6.9.10 Page 55 LICHFIELD - ABBOTS BROMLEY - UTTOXETER 428 PARAGON TRAVEL
Monday to Saturday
SDO SDO NSD LICHFIELD , Bus Station...... 0920 1040 1250 1525 1527 1730 Lichfield, Netherstowe School...... 0925 1045 1255 1530 1532 1735 Lichfield, Dimbles Hill...... 0926 1046 1256 1531 1533 1736 Lichfield, Morrisons Store...... …. 0928 1048 1258 1533A 1535 1738 Lichfield, Eastern Avenue...... 0933 1053 1303 1540 1540 1743 Handsacre, Shropshire Brook Road...... 0941 1101 1311 1548 1548 1751 Handsacre, Tuppenhurst Lane...... 0946 1106 1316 1553 1553 1756 Hill Ridware...... 0949 1109 1319 1556 1556 1759 Hamstall Ridware...... 1327 1604 1604 1807 Blithbury, Bull & Spectacles...... 0953 1113 1333 1610 1610 1813 Abbots Bromley, Butter Cross...... 0805 1000 1120 1340 1617 1617 1820 Dapple Heath...... 0811 1006 1126 1346 R R .... The Blythe, Inn...... 0815 1010 1130 1350 R R .... Kingstone, School...... 0818 1013 1133 1353 R R .... Willslock, Red Cow...... 0822 1017 1137 1357 1624 1624 1827 Uttoxeter, Westlands Road...... 1020 1140 1400 ...... Uttoxeter, Kingfisher Way...... 1022 1142 1402 ...... Uttoxeter, George Elliott Close...... 1024 1144 1404 ...... Uttoxeter, Tesco…………………………………………………………………. 1028R 1148R 1408R …. …. …. UTTOXETER, Bus Station...... 0830 1030 1150 1410 1632 1632 1835
Notes : A - Operates via Friary School 1539 NSD - Not Schooldays R - Serves by request of passengers already on the bus only SDO - Schooldays only Effective from 6.9.10 Page 56 UTTOXETER - HIXON - GREAT HAYWOOD - STAFFORD 841 ARRIVA MIDLANDS Route : UTTOXETER, Bus Station, Bradley Street, High Street, Cheadle Road, Cross Road, Holly Road, Byrds Lane, Bramshall Road, B5027, Loxley Lane, A518, Station Road, Stowe-by-Chartley, Meadow Glade, Back Lane, High Street, Smithy Lane, Church Lane, A51, Colwich, Little Haywood, Main Road, The Square, Great Haywood, Mill Lane, Tixall, Tixall Road, Weston Road, Lammascote Road, South Walls, Cope Street, Eastgate Street, STAFFORD, Pitcher Bank. Services terminating at Hixon operate as normal to A51 then New Road, Church Road, Back Lane, High Street.
Monday to Saturday
NS NS S UTTOXETER , Bus Station...... …. 0717 0747 …. …. 1047 …. 1247 …. 1447 …. 1647 …. 1847 …. …. Bramshall, Stores...... …. 0725 0755 …. …. 1055 …. 1255 …. 1455 …. 1655 …. 1855 …. …. Hixon, Bank House...... 0710 0740 0810 0910 1010 1110 1210 1310 1410 1510 1610 1710 1810 1910 2110 2310 Tixall, Church...... 0725 0755 0825 0925 1025 1125 1225 1325 1425 1525 1625 1725 1825 1925 2125 2325 STAFFORD, Pitcher Bank...... 0740 0815 0840 0940 1040 1140 1240 1340 1440 1540 1640 1740 1835 1940 2135 2335
NS STAFFORD, Pitcher Bank...... 0630 0850 0950 1050 1150 1250 1350 1450 1550 1650 1750 1850 2040 2240 Tixall, Church...... 0640 0905 1005 1105 1205 1305 1405 1505 1605 1705 1805 1905 2050 2250 Pasturefields...... …. 0919 …. 1119 …. 1319 …. 1519 …. 1719 …. 1919 2104 2304 Hixon, Bank House...... 0655 0922 1020 1122 1220 1322 1420 1522 1620 1722 1820 1922 2107 2307 Bramshall, Stores...... 0709 …. 1034 …. 1234 …. 1434 …. 1634 …. 1834 …. …. …. UTTOXETER , Bus Station...... 0715 …. 1045 …. 1245 …. 1445 …. 1645 …. 1845 …. …. ….
Certain journeys are operated under contract to Staffordshire County Council
Sundays and Bank Holidays: No Service Effective from 4.7.10 Page 57 RAIL SERVICES
Crewe - Blythe Bridge - Uttoxeter - Derby
Telephone Enquiries : Open :
08457 48 49 50 24 hours daily for times and fares Traveline 0871 200 22 33 0700 - 2230 daily (except Christmas Day) East Midlands Trains 08457 12 56 78 0800 - 2000 daily for ticket sales
Addresses for enquiries, comments and complaints :
Passenger Focus East Midlands Trains Freepost (RRRE-ETTC-LEET) Customer Relations PO Box 4257 Freepost (RSAK-GETK-BSJX) Manchester Nottingham M60 3AR NG2 3DQ Tel : 0300 1232350 Tel : 08457 125678 www.passengerfocus.org.uk [email protected] [email protected] www.eastmidlandstrains.co.uk
Page 58 CREWE - BLYTHE BRIDGE - UTTOXETER - DERBY RAIL EAST MIDLANDS TRAINS
Timetable valid from 12 December 2010 until 21 May 2011
Monday to Saturday
NS S NS S CREWE ...... 0607 0658 0707 0807 0907 1007 1107 1207 1307 1407 1507 1607 1707 1807 1907 2045 2045 Stoke...... 0633 0724 0733 0833 0933 1033 1133 1233 1333 1433 1533 1633 1733 1833 1933 2118 2119 Longton...... 0639 0730 0739 0839 0939 1039 1140 1239 1339 1439 1539 1639 1739 1839 1939 2124 2125 Blythe Bridge...... 0645 0737 0745 0845 0945 1045 1146 1245 1345 1445 1545 1645 1745 1845 1945 2129 2131 UTTOXETER...... 0658 0749 0758 0858 0958 1058 1158 1258 1358 1458 1558 1658 1758 1858 1958 2142 2144 Tutbury and Hatton...... 0707 0758 0807 0907 1007 1107 1207 1307 1407 1507 1607 1707 1807 1907 2007 2151 2153 DERBY ...... 0724 0816 0822 0924 1024 1124 1224 1324 1424 1524 1624 1724 1824 1924 2024 2210 2210
S NS NS S DERBY ...... 0640 0640 0740 0840 0940 1040 1140 1240 1340 1440 1540 1640 1740 1740 1840 1940 2040 Tutbury and Hatton...... 0656 0654 0756 0856 0956 1056 1156 1256 1356 1456 1556 1656 1756 1757 1856 1956 2056 UTTOXETER...... 0707 0705 0807 0907 1007 1107 1207 1307 1407 1507 1607 1707 1807 1807 1907 2007 2107 Blythe Bridge...... 0721 0719 0821 0921 1021 1121 1221 1321 1421 1521 1621 1721 1821 1821 1921 2021 2121 Longton...... 0727 0725 0827 0927 1027 1127 1227 1327 1427 1527 1627 1727 1827 1827 1927 2027 2127 Stoke...... 0734 0733 0834 0934 1034 1134 1234 1334 1434 1534 1634 1734 1834 1834 1934 2034 2134 CREWE ...... 0759 0759 0859 0959 1059 1159 1259 1359 1459 1559 1659 1759 1859 1859 1959 2059 2159
Notes : NS - Not Saturday Sunday Timetables S - Saturday only Passengers are advised that there are services on Sundays Due to engineering works these may change at short notice and passengers should telephone National Rail Enquiries on 08457 484950 for further information.
Page 59 School Special Services
These services are operated primarily for schools; they are also available to the general public, but priority is given to entitled schoolchildren. School buses run on SCHOOLDAYS ONLY and are liable to alteration or cancellation at short notice to meet school requirements. Certain journeys are operated under contract to Staffordshire County Council.
Service 82 Wardles Travel 0900 Cheadle, High Street, 0910 Cellarhead, 0912 Werrington, Red Cow, 0915 Ash Bank, 0918 Bucknall, Finney Gardnes, 0930 Hanley City Centre Returns 1440
Service 182 Wardles Travel 0813 Draycott, Mango Tree, 0818 Totmonslow, 0823 Tean, High Street, 0828 Tean, Hollington Road, 0843 Cheadle Schools Returns 1540
Service 183 Warringtons 0750 Winkhill, 0754 Waterhouses, The George, 0804 Cauldon Lowe, Cross Inn, 0810 Windy Arbour, 0815 Whiston Bus Shelter, 0822 Oakamoor, Top Carr Bank, 0825 Oakamoor, Cricketers Arms, 0830 Greendale, 0840 Cheadle Returns 1540
Service 216 Copelands Tours 0740 Grindon, 0748 Onecote, Jervis Arms, 0750 Bottom House, 0755 Winkhill, 0804 Cauldon Lowe, Cross Inn, 0807 Cauldon Lowe, Bangor Terrace, 0815 Whiston, 0825 Oakamoor, Cricketers Arms, 0830 Oakamoor, Greendale Lane, 0840 Cheadle Schools Returns 1540
Page 60 School Special Services (continued)
Service 267 Paragon Travel 0800 Waterhouses, Calton turn, 0810 Mayfield, The Avenue, 0819 Mayfield, Rose & Crown, 0820 Calwich Bank, 0823 Ellastone, Duncombe Arms, 0827 Doveleys Garden Centre, 0829 Rocester, Barrow Hill, 0845 Thomas Alleyne's High School, Uttoxeter Returns 1540
Service 297 JST International 0812 Mayfield, Old Bank, 0820 Mayfield, Rose & Crown, 0823 Calwich Bank, 0825 Ellastone, Duncombe Arms, 0827 Ellastone, Dove Lane, 0832 Rocester, Barrow Hill, 0835 Ryecroft Middle School, Rocester Returns 1550
Service 309 D&G Coaches 0805 Ashbourne Road / Northfield Avenue, Rocester, 0815 Stramshall Church, 0825 Uttoxeter Bus Station, 0832 St Mary's School, 0837 Windsor Park School Returns from Uttoxeter Bus Station 1525
Page 61 Services on Public Holidays
On Bank Holiday Mondays, most bus services will run to the SUNDAY timetable. Buses do not normally run on Christmas Day, Boxing Day or New Years Day. On Christmas Eve and New Years Eve many bus services finish earlier than usual. Some operators may also run Saturday services on Good Friday and between Christmas and New Year. For full details of special arrangements, please contact the appropriate bus operator (see page 3).
Schooldays in Staffordshire 2010 / 2011
Buses shown in the timetable as running on "Schooldays only" will normally run on Mondays to Fridays during the following periods.
1 November to 17 December 4 January 2011 to 18 February 2011 28 February to 8 April 26 April to 27 May 6 June to 27 July
Please note that individual journeys may be cancelled without notice if not required by the school served. Buses serving schools or colleges in other areas may observe different dates.
Page 62
Hospital / Clinic Information
Cheadle Hospital Heath House Clinic Royal Walk, Cheadle ST10 1NS Cheadle Road, Uttoxeter ST14 7BY Tel : (01538) 487500 Tel : (01889) 562555
Buses : Any service to Cheadle town centre Buses : 4, 32, 32A, 406 or 409 (3 minutes walk from High Street) all pass the clinic
Staffordshire General Hospital Cheadle Health Centre Weston Road, Stafford, Staffordshire ST16 3RS Well Street, Cheadle ST10 1EY Tel : (01785) 257731 Tel : (1538) 487570
Buses : 841 from Uttoxeter Buses : 123 passes the Health Centre, 7/7A, 32 and 236 operate along nearby Tean Road
University Hospital of North Staffordshire Queens Hospital Princes Road, Hartshill, Stoke on Trent ST4 7LN Belvedere Road, Burton upon Trent DE13 0RB Tel : (01782) 715444 Tel : (01283) 566333
Buses : 6A, 6B, 32, 32A to Hanley Buses : 1, 1A or 402 to Burton changing to 24 or 41 changing to 3, 3A, 21E or 813
Leek Moorlands Hospital London Road Community Hospital Ashbourne Road, Leek ST13 5BQ London Road, Derby DE1 2QY Tel : (01538) 487234 Tel : (01332) 347141
Buses : 108, 234, 235 or 236 Buses : 1, 1A or 402 to Burton, changing to V1, V2, V3 or X38 to Derby (a further change will be needed in Derby City centre)
Page 63 Concessionary Fares
Staffordshire County Council administers the Staffordshire and Stoke on Trent Concessionary Travel Scheme on behalf of the City of Stoke on Trent and 6 Staffordshire Districts, including Staffordshire Moorlands and Stafford Borough Councils. The scheme provides free bus travel throughout Staffordshire and Stoke on Trent for people aged 60+ or with a disability. Details of the scheme can be obtained from the County Council, but for bus pass issue please contact the Borough Council:
Staffordshire County Council Stafford Borough Council Staffordshire Moorlands District Council Integrated Transport and Planning Unit Law and Administration Moorlands House Development Services Directorate Civic Centre, Riverside Stockwell Street Riverway, Stafford Stafford Leek ST16 3TJ ST16 3AQ ST13 6HQ
Tel : (01785) 276741 Tel : (01785) 619000 Tel : (1538) 483483
A separate scheme is administered by East Staffordshire Borough Council and residents of East Staffordshire should contact the Borough Council offices for further information. Residents of South Derbyshire should contact:
East Staffordshire Borough Council South Derbyshire District Council Town Hall Civic Offices, Civic Way King Edward Place Swadlincote Burton upon Trent Derbyshire DE14 2EB DE11 0AH
Tel : (01283) 505919 Tel : (01283) 221000
Page 64 Community / Voluntary Transport
Passengers unable to use the bus and rail services in this book may benefit from the voluntary and community transport schemes provided within the Cheadle and Uttoxeter area. These services are particularly beneficial to those elderly or mobility impaired passengers who experience difficulty travelling by bus. Fares are similar to those charged on local buses and the services receive a grant from Staffordshire County Council. Further information is available from :
East Staffordshire Mobility Link Abbots Bromley Community Transport Staffordshire Moorlands CVS Elm Lodge 8 Alms Houses Bank House 37 Stapenhill Road Baggots Street 20 St Edward Street Burton upon Trent Abbots Bromley Leek DE15 9AE WS15 3BZ ST13 5DS
Tel : Burton - (01283) 512705 Tel : (01283) 840538 Tel : (01538) 371544 (0900 - 1630) (0800 - 2100 Monday to Friday) (1000 - 1500 Monday, Friday) Tel : Uttoxeter - (01899) 568021 (0900 - 1200)
Ashbourne Community Transport Southern Derbyshire Dales Volunteer Centre Car Scheme Trent Bus Garage Ashbourne Business Centre King Edward Street Dig Street Ashbourne Community Transport Ashbourne Derbyshire Derbyshire DE6 1BW DE6 1GF
Tel : (01335) 300670 Tel : (01335) 344700 (0815 - 1645 Monday to Friday) (1000 - 1300 Monday to Friday)
Page 65 Staffordshire County Council Integrated Transport and Planning Unit
* Provides socially necessary local bus services
* Publishes comprehensive timetable books
* Supports Voluntary Car Schemes and Community Minibus Schemes for those who find difficulty in gaining access to public transport
* Helps fund the provision of new bus shelters, together with District and Parish Councils
* Jointly funds new high quality accessible bus routes
* Supports the development of rail services
* Manages Staffordshire and Stoke on Trent Concessionary Travel Scheme
Page 66 Timetables for Other Areas of Staffordshire
Free booklets containing details of bus services in adjoining areas of Staffordshire are available from Local Libraries, Tourist Information Centres and District Council Offices in Staffordshire, or by post from :
Integrated Transport and Planning Unit Development Services Directorate Staffordshire County Council Riverway Stafford ST16 3TJ Telephone: (01785) 276739 or 276748 Fax: (01785) 276788 E-mail: [email protected]
Please enclose a self addressed envelope and say which area you need a timetable for
If you wish to receive a full set of 12 timetable booklets send a cheque or postal order to the value of £5.00, made payable to 'Staffordshire County Council'
Current timetable booklets for all areas are also available on the County Council website :
www.staffordshire.gov.uk/transport/publictransport/buses
Page 67
APPENDIX E
Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (1) B5030 / The Dove Way / A518
Approach: B5030
Left to The Dove Way Ahead to A518 TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 13 2 0 1 0 16 0 0 97 21 3 9 0 130 0745 - 0800 0 0 15 3 0 0 0 18 0 1 112 27 0 2 0 142 Hourly Total 0 0 28 5 0 1 0 34 0 1 209 48 3 11 0 272 0800 - 0815 0 1 24 3 2 1 0 31 0 2 106 27 0 3 0 138 0815 - 0830 0 0 32 6 0 1 0 39 0 1 117 31 1 8 1 159 0830 - 0845 0 0 30 3 1 2 1 37 0 4 118 35 2 6 2 167 0845 - 0900 0 1 29 1 3 1 0 35 0 5 107 24 1 4 1 142 Hourly Total 0 2 115 13 6 5 1 142 0 12 448 117 4 21 4 606 0900 - 0915 0 0 35 1 1 0 0 37 0 1 125 27 1 8 0 162 0915 - 0930 0 0 31 3 0 1 0 35 0 0 112 19 0 11 1 143 Hourly Total 0 0 66 4 1 1 0 72 0 1 237 46 1 19 1 305
Session Total 0 2 209 22 7 7 1 248 0 14 894 211 8 51 5 1183
1630 - 1645 0 0 41 4 0 2 0 47 0 1 129 22 1 2 0 155 1645 - 1700 0 0 36 3 0 1 0 40 0 0 185 19 0 1 0 205 Hourly Total 0 0 77 7 0 3 0 87 0 1 314 41 1 3 0 360 1700 - 1715 0 0 34 3 0 0 0 37 0 2 186 19 0 3 1 211 1715 - 1730 0 1 31 5 0 1 0 38 0 3 210 21 0 4 0 238 1730 - 1745 1 2 37 5 0 0 0 45 0 2 195 22 1 6 0 226 1745 - 1800 0 1 41 6 0 0 0 48 0 1 186 17 0 9 0 213 Hourly Total 1 4 143 19 0 1 0 168 0 8 777 79 1 22 1 888 1800 - 1815 0 1 29 3 0 0 0 33 0 0 167 14 1 7 1 190 1815 - 1830 0 0 23 1 0 1 0 25 0 0 157 11 0 7 0 175 Hourly Total 0 1 52 4 0 1 0 58 0 0 324 25 1 14 1 365
Session Total 1 5 272 30 0 5 0 313 0 9 1415 145 3 39 2 1613 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (1) B5030 / The Dove Way / A518
Approach: The Dove Way
Left to A518 Right to B5030 TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 22 3 0 2 0 27 0 0 18 3 0 0 1 22 0745 - 0800 0 0 20 6 0 3 1 30 0 0 44 6 0 0 0 50 Hourly Total 0 0 42 9 0 5 1 57 0 0 62 9 0 0 1 72 0800 - 0815 0 0 38 5 1 4 2 50 0 0 42 4 0 0 0 46 0815 - 0830 0 0 34 6 0 4 1 45 0 0 39 1 0 0 0 40 0830 - 0845 0 1 49 7 2 3 1 63 0 0 41 1 0 1 0 43 0845 - 0900 0 0 38 7 0 5 1 51 0 2 33 2 0 0 0 37 Hourly Total 0 1 159 25 3 16 5 209 0 2 155 8 0 1 0 166 0900 - 0915 0 0 41 4 0 3 1 49 0 0 17 3 0 0 0 20 0915 - 0930 0 0 39 3 0 2 0 44 0 0 13 4 0 0 0 17 Hourly Total 0 0 80 7 0 5 1 93 0 0 30 7 0 0 0 37
Session Total 0 1 281 41 3 26 7 359 0 2 247 24 0 1 1 275
1630 - 1645 0 0 38 3 0 2 1 44 0 0 40 4 0 1 0 45 1645 - 1700 0 0 39 6 0 3 0 48 0 1 43 6 0 1 0 51 Hourly Total 0 0 77 9 0 5 1 92 0 1 83 10 0 2 0 96 1700 - 1715 0 1 32 5 0 2 0 40 0 0 49 7 1 1 0 58 1715 - 1730 0 0 31 3 0 1 0 35 0 0 35 4 0 2 0 41 1730 - 1745 0 0 43 4 0 1 2 50 0 0 38 4 0 2 0 44 1745 - 1800 0 0 23 1 0 1 1 26 0 1 40 4 0 1 0 46 Hourly Total 0 1 129 13 0 5 3 151 0 1 162 19 1 6 0 189 1800 - 1815 0 0 21 2 0 1 0 24 0 0 55 3 0 1 0 59 1815 - 1830 0 0 19 1 0 0 0 20 0 0 51 2 0 0 0 53 Hourly Total 0 0 40 3 0 1 0 44 0 0 106 5 0 1 0 112
Session Total 0 1 246 25 0 11 4 287 0 2 351 34 1 9 0 397 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (1) B5030 / The Dove Way / A518
Approach: A518
Ahead to B5030 Right to The Dove Way TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 67 9 0 6 0 82 0 0 29 5 0 3 0 37 0745 - 0800 0 1 71 12 0 5 0 89 0 1 44 1 0 5 0 51 Hourly Total 0 1 138 21 0 11 0 171 0 1 73 6 0 8 0 88 0800 - 0815 0 1 62 7 2 9 0 81 0 0 50 8 0 3 1 62 0815 - 0830 0 0 67 13 0 7 0 87 0 0 54 2 0 1 0 57 0830 - 0845 0 0 91 12 0 10 0 113 0 1 47 5 0 2 0 55 0845 - 0900 0 0 83 9 0 9 0 101 0 1 60 8 0 2 0 71 Hourly Total 0 1 303 41 2 35 0 382 0 2 211 23 0 8 1 245 0900 - 0915 0 0 95 10 0 7 0 112 0 1 53 4 0 3 0 61 0915 - 0930 0 0 88 11 0 7 0 106 0 0 41 4 0 1 0 46 Hourly Total 0 0 183 21 0 14 0 218 0 1 94 8 0 4 0 107
Session Total 0 2 624 83 2 60 0 771 0 4 378 37 0 20 1 440
1630 - 1645 0 2 93 2 0 0 2 99 0 0 32 7 0 3 0 42 1645 - 1700 0 0 117 0 0 5 0 122 0 1 40 8 1 2 0 52 Hourly Total 0 2 210 2 0 5 2 221 0 1 72 15 1 5 0 94 1700 - 1715 0 0 125 4 0 7 0 136 0 2 37 9 1 1 0 50 1715 - 1730 0 1 109 6 0 5 0 121 0 0 48 9 0 2 0 59 1730 - 1745 0 1 103 9 0 7 0 120 0 0 48 6 0 2 0 56 1745 - 1800 0 2 107 4 0 11 0 124 0 0 46 7 0 1 0 54 Hourly Total 0 4 444 23 0 30 0 501 0 2 179 31 1 6 0 219 1800 - 1815 0 0 112 5 0 6 0 123 0 0 30 4 0 2 0 36 1815 - 1830 0 0 96 5 0 7 0 108 0 1 25 4 0 0 0 30 Hourly Total 0 0 208 10 0 13 0 231 0 1 55 8 0 2 0 66
Session Total 0 6 862 35 0 48 2 953 0 4 306 54 2 13 0 379 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (2) A518 / A50 / Ashbourne Road
Approach: A518
Left to A50 (East) Ahead to Ashbourne Road Right to A50 (West) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 50 9 1 6 0 66 0 0 29 9 2 7 0 47 0 0 44 7 0 0 0 51 0745 - 0800 0 0 43 9 0 0 0 52 0 0 34 16 0 3 1 54 0 0 54 7 1 0 0 62 Hourly Total 0 0 93 18 1 6 0 118 0 0 63 25 2 10 1 101 0 0 98 14 1 0 0 113 0800 - 0815 0 0 56 8 0 2 0 66 0 1 41 12 0 5 0 59 0 2 60 14 0 1 0 77 0815 - 0830 0 0 53 9 0 3 0 65 0 1 44 21 1 9 2 78 0 0 63 8 0 1 0 72 0830 - 0845 0 2 67 12 0 5 0 86 0 0 45 17 1 3 4 70 0 4 48 12 1 0 0 65 0845 - 0900 0 1 64 7 0 3 0 75 0 3 47 19 2 2 3 76 0 1 40 5 1 2 0 49 Hourly Total 0 3 240 36 0 13 0 292 0 5 177 69 4 19 9 283 0 7 211 39 2 4 0 2 63 0900 - 0915 0 0 71 8 0 5 0 84 0 0 55 13 1 6 1 76 0 1 41 11 0 0 0 53 0915 - 0930 0 0 53 7 0 9 0 69 0 0 59 8 0 5 1 73 0 0 36 6 0 0 0 42 Hourly Total 0 0 124 15 0 14 0 153 0 0 114 21 1 11 2 149 0 1 77 17 0 0 0 95
Session Total 0 3 457 69 1 33 0 563 0 5 354 115 7 40 12 533 0 8 386 70 3 4 0 471
1630 - 1645 0 1 104 17 1 4 0 127 0 0 43 3 0 0 0 46 0 0 27 6 0 1 0 34 1645 - 1700 0 0 130 18 0 5 0 153 0 0 66 2 0 0 0 68 0 0 30 2 0 0 0 32 Hourly Total 0 1 234 35 1 9 0 280 0 0 109 5 0 0 0 114 0 0 57 8 0 1 0 66 1700 - 1715 0 0 116 15 0 3 0 134 0 0 51 7 0 0 2 60 0 1 43 6 0 1 0 51 1715 - 1730 0 0 156 11 0 5 0 172 0 1 50 4 0 0 0 55 0 3 45 6 0 0 0 54 1730 - 1745 0 1 137 11 0 4 1 154 0 1 65 8 0 2 0 76 0 1 34 5 0 0 0 40 1745 - 1800 0 0 114 9 0 5 0 128 0 0 47 3 0 4 0 54 0 0 50 6 1 2 0 59 Hourly Total 0 1 523 46 0 17 1 588 0 2 213 22 0 6 2 245 0 5 172 23 1 3 0 20 4 1800 - 1815 0 0 94 8 1 3 0 106 0 0 48 2 0 4 2 56 0 1 40 8 0 0 0 49 1815 - 1830 0 0 89 6 0 4 0 99 0 0 59 0 0 3 1 63 0 0 32 5 0 0 0 37 Hourly Total 0 0 183 14 1 7 0 205 0 0 107 2 0 7 3 119 0 1 72 13 0 0 0 86
Session Total 0 2 940 95 2 33 1 1073 0 2 429 29 0 13 5 478 0 6 301 44 1 4 0 356 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (2) A518 / A50 / Ashbourne Road
Approach: A50 (East)
Left to Ashbourne Road Ahead to A50 (West) Right to A518 TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 21 4 0 4 0 29 0 0 44 3 0 6 0 53 0 0 59 6 0 6 0 71 0745 - 0800 0 0 22 1 0 1 0 24 0 2 37 9 0 6 0 54 0 1 65 8 0 4 0 78 Hourly Total 0 0 43 5 0 5 0 53 0 2 81 12 0 12 0 107 0 1 124 14 0 10 0 149 0800 - 0815 0 0 27 3 0 2 0 32 0 0 60 9 0 12 0 81 0 2 67 5 1 8 0 83 0815 - 0830 0 0 38 4 0 1 0 43 0 5 74 12 0 14 0 105 0 0 76 6 0 7 0 89 0830 - 0845 0 0 46 4 0 2 0 52 0 1 76 13 0 13 0 103 0 0 76 8 0 7 0 91 0845 - 0900 0 0 38 5 0 0 0 43 0 4 50 11 0 11 0 76 0 1 85 7 0 8 0 101 Hourly Total 0 0 149 16 0 5 0 170 0 10 260 45 0 50 0 365 0 3 304 26 1 30 0 364 0900 - 0915 0 1 41 6 0 0 0 48 0 2 52 7 0 9 0 70 0 0 85 6 0 10 0 101 0915 - 0930 0 0 29 5 0 2 0 36 0 2 59 12 0 5 0 78 0 0 90 9 0 9 0 108 Hourly Total 0 1 70 11 0 2 0 84 0 4 111 19 0 14 0 148 0 0 175 15 0 19 0 209
Session Total 0 1 262 32 0 12 0 307 0 16 452 76 0 76 0 620 0 4 603 55 1 59 0 722
1630 - 1645 0 1 37 3 0 2 0 43 0 0 68 8 0 3 0 79 0 2 62 5 0 0 0 69 1645 - 1700 0 0 43 10 0 1 0 54 0 0 84 5 0 2 0 91 0 0 77 5 0 5 0 87 Hourly Total 0 1 80 13 0 3 0 97 0 0 152 13 0 5 0 170 0 2 139 10 0 5 0 156 1700 - 1715 0 0 40 7 0 0 0 47 0 2 69 9 0 7 0 87 0 0 77 5 0 5 0 87 1715 - 1730 0 0 33 7 0 0 0 40 0 0 82 9 0 6 0 97 0 0 53 6 0 6 0 65 1730 - 1745 0 1 34 5 0 2 0 42 0 1 70 6 1 2 0 80 0 1 70 8 0 8 0 87 1745 - 1800 0 0 37 4 0 1 0 42 0 1 66 8 0 8 0 83 0 0 72 4 0 8 0 84 Hourly Total 0 1 144 23 0 3 0 171 0 4 287 32 1 23 0 347 0 1 272 23 0 27 0 3 23 1800 - 1815 0 0 26 4 0 0 0 30 0 1 65 6 0 6 0 78 0 1 81 4 0 6 0 92 1815 - 1830 0 0 29 2 0 0 0 31 0 0 59 5 0 4 0 68 0 0 58 5 0 8 0 71 Hourly Total 0 0 55 6 0 0 0 61 0 1 124 11 0 10 0 146 0 1 139 9 0 14 0 163
Session Total 0 2 279 42 0 6 0 329 0 5 563 56 1 38 0 663 0 4 550 42 0 46 0 642 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (2) A518 / A50 / Ashbourne Road
Approach: Ashbourne Road
Left to A50 (West) Ahead to A518 Right to A50 (East) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 34 3 0 1 0 38 0 0 13 5 0 1 0 19 0 0 35 0 0 0 1 36 0745 - 0800 0 0 36 7 0 0 0 43 0 1 19 2 0 0 0 22 0 0 33 2 0 0 0 35 Hourly Total0 0 70 10 0 1 0 81 0 1 32 7 0 1 0 41 0 0 68 2 0 0 1 71 0800 - 0815 0 0 42 7 0 3 2 54 0 0 16 7 0 2 0 25 0 0 30 2 0 0 0 32 0815 - 0830 0 0 37 5 0 2 1 45 0 0 21 6 0 1 0 28 0 0 47 1 0 0 0 48 0830 - 0845 0 0 41 3 0 0 1 45 0 0 27 7 0 1 0 35 0 0 33 3 0 1 0 37 0845 - 0900 0 0 25 0 0 0 0 25 0 0 27 3 0 3 0 33 0 1 32 4 0 0 0 37 Hourly Total 0 0 145 15 0 5 4 169 0 0 91 23 0 7 0 121 0 1 142 10 0 1 0 154 0900 - 0915 0 1 26 2 0 1 0 30 0 0 28 4 0 1 0 33 0 0 37 4 0 1 0 42 0915 - 0930 0 0 19 1 0 0 0 20 0 0 16 2 0 0 0 18 0 0 33 1 0 0 0 34 Hourly Total0 1 45 3 0 1 0 50 0 0 44 6 0 1 0 51 0 0 70 5 0 1 0 76
Session Total 0 1 260 28 0 7 4 300 0 1 167 36 0 9 0 213 0 1 280 17 0 2 1 30 1
1630 - 1645 0 0 23 2 0 0 0 25 0 1 27 1 0 0 2 31 0 0 46 2 0 0 0 48 1645 - 1700 0 0 25 3 0 1 0 29 0 0 33 0 0 2 0 35 0 0 32 2 0 0 0 34 Hourly Total0 0 48 5 0 1 0 54 0 1 60 1 0 2 2 66 0 0 78 4 0 0 0 82 1700 - 1715 0 1 27 4 0 0 0 32 0 0 38 5 0 1 0 44 0 0 43 2 0 1 0 46 1715 - 1730 0 0 32 1 0 0 0 33 0 1 48 2 0 1 0 52 0 1 44 4 0 0 0 49 1730 - 1745 0 0 34 2 0 0 1 37 0 1 45 3 0 0 0 49 0 0 48 2 0 2 0 52 1745 - 1800 0 0 20 0 0 1 0 21 0 2 44 4 0 4 0 54 0 0 35 3 0 0 0 38 Hourly Total 0 1 113 7 0 1 1 123 0 4 175 14 0 6 0 199 0 1 170 11 0 3 0 185 1800 - 1815 0 0 19 3 1 0 0 23 0 0 34 4 0 1 0 39 0 1 42 1 0 0 0 44 1815 - 1830 0 0 20 1 0 0 0 21 0 0 32 2 0 0 0 34 0 0 13 0 0 0 0 13 Hourly Total0 0 39 4 1 0 0 44 0 0 66 6 0 1 0 73 0 1 55 1 0 0 0 57
Session Total 0 1 200 16 1 2 1 221 0 5 301 21 0 9 2 338 0 2 303 16 0 3 0 32 4 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (2) A518 / A50 / Ashbourne Road
Approach: A50 (West)
Left to A518 Ahead to A50 (East) Right to Ashbourne Road TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 26 3 0 3 0 32 0 0 45 5 1 2 3 56 0 0 19 1 0 0 0 20 0745 - 0800 0 0 27 2 0 4 0 33 0 2 50 13 0 3 1 69 0 0 23 2 0 0 0 25 Hourly Total 0 0 53 5 0 7 0 65 0 2 95 18 1 5 4 125 0 0 42 3 0 0 0 45 0800 - 0815 0 0 31 2 1 1 0 35 0 1 73 14 0 3 0 91 0 0 26 6 0 0 0 32 0815 - 0830 0 0 30 5 0 1 0 36 0 3 72 12 0 0 0 87 0 0 21 4 0 1 0 26 0830 - 0845 0 0 32 4 0 2 0 38 0 1 106 17 3 7 0 134 0 1 32 1 0 1 0 35 0845 - 0900 0 0 36 5 0 1 0 42 0 0 93 9 0 2 0 104 0 0 28 1 0 0 0 29 Hourly Total 0 0 129 16 1 5 0 151 0 5 344 52 3 12 0 416 0 1 107 12 0 2 0 12 2 0900 - 0915 0 0 29 4 0 0 0 33 0 1 82 10 0 2 0 95 0 0 22 3 2 1 1 29 0915 - 0930 0 0 26 4 0 0 0 30 0 1 86 7 0 0 0 94 0 0 31 5 0 0 0 36 Hourly Total 0 0 55 8 0 0 0 63 0 2 168 17 0 2 0 189 0 0 53 8 2 1 1 65
Session Total 0 0 237 29 1 12 0 279 0 9 607 87 4 19 4 730 0 1 202 23 2 3 1 232
1630 - 1645 0 0 39 2 1 3 0 45 0 0 115 8 0 4 2 129 0 0 35 2 0 0 0 37 1645 - 1700 0 0 50 4 0 1 0 55 0 1 116 11 0 9 0 137 0 1 31 2 0 1 0 35 Hourly Total 0 0 89 6 1 4 0 100 0 1 231 19 0 13 2 266 0 1 66 4 0 1 0 72 1700 - 1715 0 0 53 4 0 1 0 58 0 0 106 16 0 5 0 127 0 0 32 6 0 0 0 38 1715 - 1730 0 0 50 6 0 0 0 56 0 1 93 15 0 2 0 111 0 0 47 3 0 1 0 51 1730 - 1745 0 1 42 3 0 0 0 46 0 1 120 17 0 2 0 140 0 0 39 3 0 0 0 42 1745 - 1800 0 0 33 4 0 1 0 38 0 0 136 15 0 2 0 153 0 1 44 1 0 0 0 46 Hourly Total 0 1 178 17 0 2 0 198 0 2 455 63 0 11 0 531 0 1 162 13 0 1 0 17 7 1800 - 1815 0 0 37 3 0 1 0 41 0 0 111 8 0 2 0 121 0 0 30 4 0 2 0 36 1815 - 1830 0 0 30 2 0 0 0 32 0 0 83 7 0 1 0 91 0 0 32 1 0 0 0 33 Hourly Total 0 0 67 5 0 1 0 73 0 0 194 15 0 3 0 212 0 0 62 5 0 2 0 69
Session Total 0 1 334 28 1 7 0 371 0 3 880 97 0 27 2 1009 0 2 290 22 0 4 0 318 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (3) A50 / Derby Road
Approach: Northern Arm (Private Road)
Left to A50 (East) Ahead to Derby Road Right to A50 (West) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0800 - 0815 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 0815 - 0830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0830 - 0845 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 3 1 0 0 0 4 0900 - 0915 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0915 - 0930 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
Session Total0 0 5 0 0 0 0 5 0 0 0 0 0 0 0 0 0 0 5 1 0 0 0 6
1630 - 1645 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 1800 - 1815 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1815 - 1830 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
Session Total0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 3 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (3) A50 / Derby Road
Approach: A50 (East)
Left to Derby Road Ahead to A50 (West) Right to Northern Arm TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 27 6 1 3 1 38 0 0 90 7 1 10 0 108 0 0 0 0 0 0 0 0 0745 - 0800 0 0 24 4 1 3 2 34 0 2 85 15 0 8 0 110 0 0 0 0 0 0 0 0 Hourly Total 0 0 51 10 2 6 3 72 0 2 175 22 1 18 0 218 0 0 0 0 0 0 0 0 0800 - 0815 0 0 39 11 0 6 1 57 0 0 96 11 0 14 0 121 0 0 0 0 0 0 0 0 0815 - 0830 0 0 37 5 0 9 1 52 0 3 123 14 1 19 0 160 0 0 0 0 0 0 0 0 0830 - 0845 0 0 51 5 1 4 1 62 0 3 132 17 0 17 0 169 0 0 0 0 0 0 0 0 0845 - 0900 0 0 53 6 0 4 0 63 0 4 114 15 0 11 0 144 0 0 1 0 0 0 0 1 Hourly Total 0 0 180 27 1 23 3 234 0 10 465 57 1 61 0 594 0 0 1 0 0 0 0 1 0900 - 0915 0 0 31 4 0 3 0 38 0 2 105 12 0 15 0 134 0 0 0 0 0 0 0 0 0915 - 0930 0 0 20 2 0 3 0 25 0 4 105 19 0 12 0 140 0 0 0 0 0 0 0 0 Hourly Total0 0 51 6 0 6 0 63 0 6 210 31 0 27 0 274 0 0 0 0 0 0 0 0
Session Total 0 0 282 43 3 35 6 369 0 18 850 110 2 106 0 1086 0 0 1 0 0 0 0 1
1630 - 1645 0 1 39 3 0 3 1 47 0 3 114 11 0 4 0 132 0 0 1 0 0 0 0 1 1645 - 1700 0 0 46 5 0 5 1 57 0 0 130 13 0 5 0 148 0 0 0 0 0 0 0 0 Hourly Total0 1 85 8 0 8 2 104 0 3 244 24 0 9 0 280 0 0 1 0 0 0 0 1 1700 - 1715 0 0 47 4 2 8 1 62 0 0 115 13 0 9 0 137 0 0 1 0 0 0 0 1 1715 - 1730 0 0 47 5 0 6 1 59 0 1 103 16 0 8 0 128 0 0 0 0 0 0 0 0 1730 - 1745 0 0 42 5 1 2 0 50 0 0 112 9 0 9 0 130 0 0 0 0 0 0 0 0 1745 - 1800 0 0 49 4 2 1 0 56 0 1 115 10 0 16 0 142 0 0 0 0 0 0 0 0 Hourly Total 0 0 185 18 5 17 2 227 0 2 445 48 0 42 0 537 0 0 1 0 0 0 0 1 1800 - 1815 0 0 59 2 1 1 2 65 0 1 118 11 0 10 0 140 0 0 0 0 0 0 0 0 1815 - 1830 0 0 30 2 0 0 0 32 0 0 95 7 0 9 0 111 0 0 0 0 0 0 0 0 Hourly Total0 0 89 4 1 1 2 97 0 1 213 18 0 19 0 251 0 0 0 0 0 0 0 0
Session Total 0 1 359 30 6 26 6 428 0 6 902 90 0 70 0 1068 0 0 2 0 0 0 0 2 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (3) A50 / Derby Road
Approach: Derby Road
Left to A50 (West) Ahead to Northern Arm Right to A50 (East) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 33 5 0 5 0 43 0 0 0 0 0 0 0 0 0 0 46 12 2 0 0 60 0745 - 0800 0 0 40 4 0 5 0 49 0 0 0 0 0 0 0 0 0 0 47 12 0 0 1 60 Hourly Total0 0 73 9 0 10 0 92 0 0 0 0 0 0 0 0 0 0 93 24 2 0 1 120 0800 - 0815 0 2 58 6 0 7 1 74 0 0 0 0 0 0 0 0 0 0 38 16 2 1 0 57 0815 - 0830 0 0 64 7 0 2 0 73 0 0 0 0 0 0 0 0 0 0 44 11 1 3 1 60 0830 - 0845 0 0 61 8 0 5 0 74 0 0 0 0 0 0 0 0 0 0 46 7 1 1 3 58 0845 - 0900 0 1 64 8 0 8 0 81 0 0 0 0 0 0 0 0 0 0 44 9 1 0 0 54 Hourly Total 0 3 247 29 0 22 1 302 0 0 0 0 0 0 0 0 0 0 172 43 5 5 4 229 0900 - 0915 0 0 73 6 0 4 0 83 0 0 1 0 0 0 0 1 0 0 39 5 3 8 0 55 0915 - 0930 0 0 67 8 0 3 0 78 0 0 0 0 0 0 0 0 0 1 24 6 1 0 0 32 Hourly Total 0 0 140 14 0 7 0 161 0 0 1 0 0 0 0 1 0 1 63 11 4 8 0 87
Session Total 0 3 460 52 0 39 1 555 0 0 1 0 0 0 0 1 0 1 328 78 11 13 5 436
1630 - 1645 0 0 52 5 0 1 0 58 0 0 0 0 0 0 0 0 0 2 29 6 1 2 2 42 1645 - 1700 0 0 72 7 0 2 0 81 0 0 0 0 0 0 0 0 0 0 36 3 2 2 2 45 Hourly Total0 0 124 12 0 3 0 139 0 0 0 0 0 0 0 0 0 2 65 9 3 4 4 87 1700 - 1715 0 1 73 6 0 4 0 84 0 0 1 0 0 0 0 1 0 0 42 5 2 0 0 49 1715 - 1730 0 0 70 5 0 4 0 79 0 0 0 0 0 0 0 0 0 0 40 4 0 1 0 45 1730 - 1745 0 2 62 7 1 3 0 75 0 0 1 0 0 0 0 1 0 0 47 5 0 2 1 55 1745 - 1800 0 2 60 7 0 3 0 72 0 0 0 0 0 0 0 0 0 0 47 3 1 3 1 55 Hourly Total 0 5 265 25 1 14 0 310 0 0 2 0 0 0 0 2 0 0 176 17 3 6 2 204 1800 - 1815 0 0 50 5 0 1 0 56 0 0 0 0 0 0 0 0 0 0 31 3 0 2 1 37 1815 - 1830 0 0 56 5 0 2 0 63 0 0 0 0 0 0 0 0 0 0 22 2 0 1 0 25 Hourly Total0 0 106 10 0 3 0 119 0 0 0 0 0 0 0 0 0 0 53 5 0 3 1 62
Session Total 0 5 495 47 1 20 0 568 0 0 2 0 0 0 0 2 0 2 294 31 6 13 7 353 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (3) A50 / Derby Road
Approach: A50 (West)
Left to Northern Arm Ahead to A50 (East) Right to Derby Road TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 0 0 0 0 0 0 0 1 82 9 1 8 3 104 0 0 48 6 0 1 0 55 0745 - 0800 0 0 0 0 0 0 0 0 0 1 87 16 0 2 2 108 0 0 42 8 0 2 0 52 Hourly Total 0 0 0 0 0 0 0 0 0 2 169 25 1 10 5 212 0 0 90 14 0 3 0 107 0800 - 0815 0 0 0 0 0 0 0 0 0 1 95 18 1 5 0 120 0 0 62 5 0 0 0 67 0815 - 0830 0 0 0 0 0 0 0 0 0 2 108 15 0 3 0 128 0 1 69 10 0 1 0 81 0830 - 0845 0 0 0 0 0 0 0 0 0 2 126 21 2 7 0 158 0 1 68 8 0 3 0 80 0845 - 0900 0 0 0 0 0 0 0 0 1 2 124 14 1 5 0 147 0 0 71 6 0 2 0 79 Hourly Total 0 0 0 0 0 0 0 0 1 7 453 68 4 20 0 553 0 2 270 29 0 6 0 307 0900 - 0915 0 0 1 0 0 0 0 1 0 0 128 16 0 5 0 149 0 0 64 4 0 0 0 68 0915 - 0930 0 0 0 0 0 0 0 0 0 2 109 8 0 8 0 127 0 0 62 8 0 1 0 71 Hourly Total 0 0 1 0 0 0 0 1 0 2 237 24 0 13 0 276 0 0 126 12 0 1 0 139
Session Total 0 0 1 0 0 0 0 1 1 11 859 117 5 43 5 1041 0 2 486 55 0 10 0 55 3
1630 - 1645 0 0 0 0 0 0 0 0 0 0 194 21 1 8 1 225 0 0 61 5 0 1 0 67 1645 - 1700 0 0 0 0 0 0 0 0 0 1 216 24 0 11 1 253 0 0 53 6 0 2 0 61 Hourly Total 0 0 0 0 0 0 0 0 0 1 410 45 1 19 2 478 0 0 114 11 0 3 0 128 1700 - 1715 0 0 1 0 0 0 0 1 0 1 194 27 1 6 0 229 0 0 79 5 0 3 0 87 1715 - 1730 0 0 1 0 0 0 0 1 0 1 241 25 0 6 0 273 0 1 58 6 0 0 0 65 1730 - 1745 0 0 2 0 0 0 0 2 0 1 225 25 0 7 1 259 0 0 77 4 0 2 0 83 1745 - 1800 0 0 0 0 0 0 0 0 0 0 226 26 0 5 0 257 0 1 56 2 0 2 0 61 Hourly Total 0 0 4 0 0 0 0 4 0 3 886 103 1 24 1 1018 0 2 270 17 0 7 0 296 1800 - 1815 0 0 1 0 0 0 0 1 0 1 194 9 1 3 0 208 0 0 60 8 0 1 0 69 1815 - 1830 0 0 0 0 0 0 0 0 0 0 109 9 0 4 0 122 0 0 71 5 0 2 0 78 Hourly Total 0 0 1 0 0 0 0 1 0 1 303 18 1 7 0 330 0 0 131 13 0 3 0 147
Session Total 0 0 5 0 0 0 0 5 0 5 1599 166 3 50 3 1826 0 2 515 41 0 13 0 57 1 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (4) A518 / Dove Walk / Dove Fields
Approach: A518 (North)
Left to Dove Walk Left to Dove Fields Ahead to A518 (South) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 0 0 0 0 0 0 0 0 11 3 0 1 0 15 0 0 68 9 1 3 1 82 0745 - 0800 0 0 0 0 0 0 0 0 0 0 14 1 0 0 0 15 0 0 54 11 0 4 2 71 Hourly Total0 0 0 0 0 0 0 0 0 0 25 4 0 1 0 30 0 0 77 20 1 7 3 108 0800 - 0815 0 0 0 0 0 0 0 0 0 0 15 3 0 2 0 20 0 1 84 15 1 5 1 107 0815 - 0830 0 0 0 0 0 0 0 0 0 0 14 1 0 0 0 15 0 0 92 12 0 9 1 114 0830 - 0845 0 0 1 0 0 0 0 1 0 1 24 1 0 2 0 28 0 1 90 13 1 5 1 111 0845 - 0900 0 0 0 0 0 0 0 0 0 0 13 0 0 1 0 14 0 0 106 12 0 6 0 124 Hourly Total0 0 1 0 0 0 0 1 0 1 66 5 0 5 0 77 0 2 372 52 2 25 3 456 0900 - 0915 0 0 0 0 0 0 0 0 0 0 8 0 0 1 0 9 0 1 87 9 0 2 0 99 0915 - 0930 0 0 0 0 0 0 0 0 0 0 11 2 0 0 0 13 0 0 68 8 0 3 0 79 Hourly Total0 0 0 0 0 0 0 0 0 0 19 2 0 1 0 22 0 1 155 17 0 5 0 178
Session Total 0 0 1 0 0 0 0 1 0 1 110 11 0 7 0 129 0 3 604 89 3 37 6 742
1630 - 1645 0 0 7 0 0 0 0 7 0 0 8 1 0 1 0 10 0 0 86 7 0 3 1 97 1645 - 1700 0 0 1 0 0 0 0 1 0 0 9 0 0 0 0 9 0 0 88 11 0 7 1 107 Hourly Total0 0 8 0 0 0 0 8 0 0 17 1 0 1 0 19 0 0 174 18 0 10 2 204 1700 - 1715 0 0 8 0 0 0 0 8 0 0 10 0 1 0 0 11 0 0 102 7 1 11 0 121 1715 - 1730 0 0 0 0 0 0 0 0 0 0 8 0 0 0 0 8 0 0 96 12 0 6 1 115 1730 - 1745 0 0 2 0 0 0 0 2 0 0 4 0 0 1 0 5 0 0 111 8 1 3 1 124 1745 - 1800 0 0 1 0 0 0 0 1 0 0 4 1 0 0 0 5 1 2 104 6 2 3 0 118 Hourly Total 0 0 11 0 0 0 0 11 0 0 26 1 1 1 0 29 1 2 413 33 4 23 2 478 1800 - 1815 0 0 2 0 0 0 0 2 0 0 4 0 0 0 0 4 1 0 105 10 0 2 2 120 1815 - 1830 0 0 1 0 0 0 0 1 0 0 4 0 0 0 0 4 1 0 92 7 1 2 0 103 Hourly Total0 0 3 0 0 0 0 3 0 0 8 0 0 0 0 8 2 0 197 17 1 4 2 223
Session Total 0 0 22 0 0 0 0 22 0 0 51 2 1 2 0 56 3 2 784 68 5 37 6 905 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (4) A518 / Dove Walk / Dove Fields
Approach: Dove Walk
Left to Dove Fields Left to A518 (South) Right to A518 (North) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 0745 - 0800 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 2 0 0 0 0 2 Hourly Total0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 0 0 7 0 0 0 0 7 0800 - 0815 0 0 3 0 0 0 0 3 0 0 2 0 0 0 0 2 0 0 5 0 0 0 0 5 0815 - 0830 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 7 0 0 0 0 7 0830 - 0845 0 0 1 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 7 0 0 0 0 7 0845 - 0900 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 8 0 0 0 0 8 Hourly Total0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 0 0 27 0 0 0 0 27 0900 - 0915 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 4 1 0 0 0 5 0915 - 0930 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 0 0 1 0 0 0 0 1 Hourly Total0 0 1 0 0 0 0 1 0 0 6 0 0 0 0 6 0 0 5 1 0 0 0 6
Session Total0 0 6 0 0 0 0 6 0 0 16 0 0 0 0 16 0 0 39 1 0 0 0 40
1630 - 1645 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 2 1 0 0 0 3 1645 - 1700 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 2 0 0 0 0 2 Hourly Total0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 0 0 4 1 0 0 0 5 1700 - 1715 0 0 2 0 0 0 0 2 0 0 1 0 0 0 0 1 0 0 3 0 0 0 0 3 1715 - 1730 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1730 - 1745 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 1745 - 1800 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 Hourly Total0 0 5 0 0 0 0 5 0 0 4 0 0 0 0 4 0 0 5 0 0 0 0 5 1800 - 1815 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 1815 - 1830 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 Hourly Total0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1
Session Total0 0 6 0 0 0 0 6 0 0 8 0 0 0 0 8 0 0 10 1 0 0 0 11 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (4) A518 / Dove Walk / Dove Fields
Approach: Dove Fields
Left to A518 (South) Right to A518 (North) Right to Dove Walk TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 4 1 0 1 0 6 0 0 1 3 0 0 0 4 0 0 0 0 0 0 0 0 0745 - 0800 0 0 6 0 0 0 0 6 0 0 2 1 0 1 0 4 0 0 0 0 0 0 0 0 Hourly Total0 0 10 1 0 1 0 12 0 0 3 4 0 1 0 8 0 0 0 0 0 0 0 0 0800 - 0815 0 0 5 0 1 0 0 6 0 0 8 2 0 3 0 13 0 0 0 0 0 0 0 0 0815 - 0830 0 0 6 0 0 0 0 6 0 0 9 3 0 2 0 14 0 0 0 0 0 0 0 0 0830 - 0845 0 0 5 0 0 2 0 7 0 0 10 2 0 0 0 12 0 0 0 0 0 0 0 0 0845 - 0900 0 0 1 0 0 1 0 2 0 0 17 1 0 1 0 19 0 0 2 0 0 0 0 2 Hourly Total0 0 17 0 1 3 0 21 0 0 44 8 0 6 0 58 0 0 2 0 0 0 0 2 0900 - 0915 0 0 6 1 0 1 0 8 0 0 17 1 0 4 0 22 0 0 0 0 0 0 0 0 0915 - 0930 0 0 4 0 0 0 0 4 0 0 19 0 0 0 0 19 0 0 1 0 0 0 0 1 Hourly Total0 0 10 1 0 1 0 12 0 0 36 1 0 4 0 41 0 0 1 0 0 0 0 1
Session Total0 0 37 2 1 5 0 45 0 0 83 13 0 11 0 107 0 0 3 0 0 0 0 3
1630 - 1645 0 0 17 2 0 1 0 20 0 0 16 0 0 0 0 16 0 0 0 0 0 0 0 0 1645 - 1700 0 0 15 1 0 0 0 16 0 0 16 0 0 0 0 16 0 0 2 0 0 0 0 2 Hourly Total0 0 32 3 0 1 0 36 0 0 32 0 0 0 0 32 0 0 2 0 0 0 0 2 1700 - 1715 0 1 15 1 0 0 0 17 0 0 12 0 0 1 0 13 0 0 1 0 0 0 0 1 1715 - 1730 0 0 21 1 0 0 0 22 0 0 14 0 0 0 0 14 0 0 0 0 0 0 0 0 1730 - 1745 0 0 23 2 0 0 0 25 0 2 13 1 0 0 0 16 0 0 0 0 0 0 0 0 1745 - 1800 0 0 25 0 0 0 0 25 0 0 14 0 0 0 0 14 0 0 1 0 0 0 0 1 Hourly Total0 1 84 4 0 0 0 89 0 2 53 1 0 1 0 57 0 0 2 0 0 0 0 2 1800 - 1815 0 1 15 1 0 0 0 17 0 0 14 0 0 0 0 14 0 0 0 0 0 0 0 0 1815 - 1830 0 0 15 0 0 0 0 15 0 0 11 0 0 0 0 11 0 0 1 0 0 0 0 1 Hourly Total0 1 30 1 0 0 0 32 0 0 25 0 0 0 0 25 0 0 1 0 0 0 0 1
Session Total0 2 146 8 0 1 0 157 0 2 110 1 0 1 0 114 0 0 5 0 0 0 0 5 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (4) A518 / Dove Walk / Dove Fields
Approach: A518 (South)
Ahead to A518 (North) Right to Dove Walk Right to Dove Fields TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 75 14 1 5 0 95 0 0 2 0 0 0 0 2 0 0 17 1 0 0 0 18 0745 - 0800 1 0 83 15 1 3 1 104 0 0 1 0 0 0 0 1 0 0 15 2 0 0 0 17 Hourly Total1 0 158 29 2 8 1 199 0 0 3 0 0 0 0 3 0 0 32 3 0 0 0 35 0800 - 0815 0 0 77 19 1 4 1 102 0 0 2 0 0 0 0 2 0 0 22 2 0 0 0 24 0815 - 0830 0 0 99 15 1 4 1 120 0 0 0 0 0 0 0 0 0 0 18 0 0 0 0 18 0830 - 0845 0 0 85 12 0 7 3 107 0 0 0 0 0 0 0 0 0 0 15 2 0 1 0 18 0845 - 0900 0 0 83 17 2 6 0 108 0 0 1 0 0 0 0 1 0 0 9 1 0 0 0 10 Hourly Total 0 0 344 63 4 21 5 437 0 0 3 0 0 0 0 3 0 0 64 5 0 1 0 70 0900 - 0915 0 0 87 9 3 9 0 108 0 0 1 1 0 0 0 2 0 0 9 1 0 0 0 10 0915 - 0930 0 1 72 14 1 3 0 91 0 0 0 0 0 0 0 0 0 0 11 2 0 0 0 13 Hourly Total 0 1 159 23 4 12 0 199 0 0 1 1 0 0 0 2 0 0 20 3 0 0 0 23
Session Total 1 1 661 115 10 41 6 835 0 0 7 1 0 0 0 8 0 0 116 11 0 1 0 128
1630 - 1645 0 1 65 9 1 3 2 81 0 0 2 0 0 0 0 2 0 0 9 1 0 0 0 10 1645 - 1700 1 2 82 10 3 4 2 104 0 0 9 0 0 0 0 9 0 0 7 1 0 0 0 8 Hourly Total 1 3 147 19 4 7 4 185 0 0 11 0 0 0 0 11 0 0 16 2 0 0 0 18 1700 - 1715 0 0 89 11 1 3 0 104 0 0 6 0 0 0 0 6 0 0 7 1 0 1 0 9 1715 - 1730 0 1 97 10 0 4 0 112 0 0 10 0 0 0 0 10 0 0 10 1 0 0 0 11 1730 - 1745 0 1 91 11 1 6 1 111 0 0 8 0 0 0 0 8 0 0 12 2 0 0 0 14 1745 - 1800 1 0 100 11 1 6 1 120 0 0 2 0 0 0 0 2 0 0 13 1 0 0 0 14 Hourly Total 1 2 377 43 3 19 2 447 0 0 26 0 0 0 0 26 0 0 42 5 0 1 0 48 1800 - 1815 0 0 65 9 0 3 1 78 0 0 2 0 0 0 0 2 0 0 10 1 1 0 0 12 1815 - 1830 0 0 67 5 0 3 0 75 0 0 1 0 0 0 0 1 0 0 8 0 0 0 0 8 Hourly Total0 0 132 14 0 6 1 153 0 0 3 0 0 0 0 3 0 0 18 1 1 0 0 20
Session Total 2 5 656 76 7 32 7 785 0 0 40 0 0 0 0 40 0 0 76 8 1 1 0 86 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (5) The Dove Way / A518 / Roebuck Close
Approach: The Dove Way
Left to A518 (East) Ahead to A518 (South) Right to Roebuck Close TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 3 1 0 0 0 4 0 0 40 5 0 3 0 48 0 0 0 0 0 0 0 0 0745 - 0800 0 0 6 2 0 0 0 8 0 1 55 3 0 5 0 64 0 0 1 0 0 0 0 1 Hourly Total0 0 9 3 0 0 0 12 0 1 95 8 0 8 0 112 0 0 1 0 0 0 0 1 0800 - 0815 0 0 1 1 1 0 0 3 0 0 69 10 0 4 1 84 0 0 1 0 0 0 0 1 0815 - 0830 0 0 5 1 0 0 0 6 0 0 73 8 1 2 0 84 0 0 0 0 0 0 0 0 0830 - 0845 0 0 5 0 0 0 1 6 0 1 73 7 1 3 0 85 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 2 1 0 0 3 0 2 85 6 2 4 0 99 0 0 0 0 0 0 0 0 Hourly Total0 0 11 4 2 0 1 18 0 3 300 31 4 13 1 352 0 0 1 0 0 0 0 1 0900 - 0915 0 0 0 0 1 0 0 1 0 1 88 5 1 3 0 98 0 0 0 0 0 0 0 0 0915 - 0930 0 0 2 0 0 0 0 2 0 0 73 6 0 2 0 81 0 0 0 0 0 0 0 0 Hourly Total0 0 2 0 1 0 0 3 0 1 161 11 1 5 0 179 0 0 0 0 0 0 0 0
Session Total0 0 22 7 3 0 1 33 0 5 556 50 5 26 1 643 0 0 2 0 0 0 0 2
1630 - 1645 0 0 4 0 0 0 0 4 0 1 65 9 0 5 0 80 0 0 0 0 0 0 0 0 1645 - 1700 0 0 4 3 1 0 0 8 0 0 68 10 0 2 0 80 0 0 0 0 0 0 0 0 Hourly Total0 0 8 3 1 0 0 12 0 1 133 19 0 7 0 160 0 0 0 0 0 0 0 0 1700 - 1715 0 0 4 1 0 0 0 5 0 2 69 13 1 2 1 88 0 0 0 0 0 0 0 0 1715 - 1730 0 0 5 0 0 0 0 5 0 1 74 14 0 3 0 92 0 0 0 0 0 0 0 0 1730 - 1745 0 0 2 1 0 0 0 3 0 3 81 10 0 1 0 95 0 0 1 0 0 0 0 1 1745 - 1800 1 0 0 0 0 0 0 1 0 0 86 12 0 2 0 100 0 0 0 0 0 0 0 0 Hourly Total1 0 11 2 0 0 0 14 0 6 310 49 1 8 1 375 0 0 1 0 0 0 0 1 1800 - 1815 0 0 5 0 0 0 0 5 0 1 55 12 1 2 0 71 0 0 0 0 0 0 0 0 1815 - 1830 0 0 2 0 0 0 0 2 0 1 45 4 0 2 0 52 0 0 0 0 0 0 0 0 Hourly Total0 0 7 0 0 0 0 7 0 2 100 16 1 4 0 123 0 0 0 0 0 0 0 0
Session Total1 0 26 5 1 0 0 33 0 9 543 84 2 19 1 658 0 0 1 0 0 0 0 1 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (5) The Dove Way / A518 / Roebuck Close
Approach: A518 (East)
Left to A518 (South) Ahead to Roebuck Close Right to The Dove Way TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 67 10 0 4 1 82 0 0 0 0 0 0 0 0 0 0 5 0 0 0 0 5 0745 - 0800 0 0 59 10 0 4 2 75 0 0 0 0 0 0 0 0 0 0 4 2 1 0 0 7 Hourly Total0 0 126 20 0 8 3 157 0 0 0 0 0 0 0 0 0 0 9 2 1 0 0 12 0800 - 0815 0 1 83 12 1 5 1 103 0 0 0 0 0 0 0 0 0 0 7 2 1 0 0 10 0815 - 0830 0 0 97 9 0 9 1 116 0 0 1 0 0 0 0 1 0 0 1 4 0 0 0 5 0830 - 0845 0 1 94 10 1 7 1 114 0 0 0 0 0 0 0 0 0 0 5 2 0 0 0 7 0845 - 0900 0 0 102 11 0 7 0 120 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 3 Hourly Total 0 2 376 42 2 28 3 453 0 0 1 0 0 0 0 1 0 0 16 8 1 0 0 25 0900 - 0915 1 0 85 8 0 3 0 97 0 0 0 0 0 0 0 0 0 1 3 3 0 0 0 7 0915 - 0930 0 0 74 6 0 3 0 83 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 Hourly Total1 0 159 14 0 6 0 180 0 0 0 0 0 0 0 0 0 1 5 3 0 0 0 9
Session Total 1 2 661 76 2 42 6 790 0 0 1 0 0 0 0 1 0 1 30 13 2 0 0 46
1630 - 1645 0 0 101 8 0 4 1 114 0 0 0 0 0 0 0 0 0 0 4 2 0 0 0 6 1645 - 1700 0 1 102 11 0 7 1 122 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2 Hourly Total0 1 203 19 0 11 2 236 0 0 0 0 0 0 0 0 0 0 5 3 0 0 0 8 1700 - 1715 0 0 110 7 1 10 0 128 0 0 0 0 0 0 0 0 0 0 6 2 0 0 0 8 1715 - 1730 0 0 111 10 0 7 0 128 0 0 0 0 0 0 0 0 0 0 7 1 0 0 1 9 1730 - 1745 1 0 132 9 1 3 1 147 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 1745 - 1800 1 0 129 7 1 3 0 141 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 Hourly Total 2 0 482 33 3 23 1 544 0 0 1 0 0 0 0 1 0 2 15 3 0 0 1 21 1800 - 1815 0 1 132 10 0 2 2 147 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1815 - 1830 2 0 105 9 2 2 0 120 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 Hourly Total2 1 237 19 2 4 2 267 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0
Session Total 4 2 922 71 5 38 5 1047 0 0 3 0 0 0 0 3 0 2 20 6 0 0 1 29 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (5) The Dove Way / A518 / Roebuck Close
Approach: A518 (South)
Left to Roebuck Close Ahead to The Dove Way Right to A518 (East) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 0 0 0 0 0 0 0 0 33 5 0 1 1 40 0 0 91 12 1 5 0 109 0745 - 0800 0 0 0 0 0 0 0 0 0 0 63 10 0 3 1 77 1 0 95 15 1 3 1 116 Hourly Total 0 0 0 0 0 0 0 0 0 0 96 15 0 4 2 117 1 0 186 27 2 8 1 225 0800 - 0815 0 0 0 0 0 0 0 0 0 0 69 7 0 3 2 81 0 0 97 21 0 3 1 122 0815 - 0830 0 0 0 0 0 0 0 0 0 0 74 4 0 5 1 84 0 0 107 13 1 5 1 127 0830 - 0845 0 0 0 0 0 0 0 0 0 1 83 5 1 4 2 96 1 0 95 13 0 7 2 118 0845 - 0900 0 0 0 0 0 0 0 0 0 1 66 10 1 5 0 83 0 0 94 18 1 6 0 119 Hourly Total 0 0 0 0 0 0 0 0 0 2 292 26 2 17 5 344 1 0 393 65 2 21 4 486 0900 - 0915 0 0 0 0 0 0 0 0 0 0 51 4 0 3 1 59 0 0 92 13 2 9 0 116 0915 - 0930 0 0 0 0 0 0 0 0 0 0 50 7 0 2 0 59 0 1 82 15 1 3 0 102 Hourly Total 0 0 0 0 0 0 0 0 0 0 101 11 0 5 1 118 0 1 174 28 3 12 0 218
Session Total 0 0 0 0 0 0 0 0 0 2 489 52 2 26 8 579 2 1 753 120 7 41 5 929
1630 - 1645 0 0 2 0 0 0 0 2 0 1 74 5 1 2 0 83 0 1 72 10 1 3 2 89 1645 - 1700 0 0 0 0 0 0 0 0 0 0 81 11 0 4 0 96 1 2 93 9 2 4 2 113 Hourly Total 0 0 2 0 0 0 0 2 0 1 155 16 1 6 0 179 1 3 165 19 3 7 4 202 1700 - 1715 0 0 1 0 0 0 0 1 0 0 70 9 0 1 1 81 0 0 99 11 1 4 0 115 1715 - 1730 0 0 1 0 0 0 0 1 0 0 60 6 1 3 0 70 0 2 112 11 0 4 0 129 1730 - 1745 0 0 0 0 0 0 0 0 0 0 74 8 0 3 1 86 0 0 105 12 1 6 1 125 1745 - 1800 0 0 0 0 0 0 0 0 0 0 65 6 1 2 1 75 0 0 108 11 1 7 1 128 Hourly Total 0 0 2 0 0 0 0 2 0 0 269 29 2 9 3 312 0 2 424 45 3 21 2 497 1800 - 1815 0 0 0 0 0 0 0 0 0 0 80 5 0 3 1 89 0 0 71 10 0 2 1 84 1815 - 1830 0 0 1 0 0 0 0 1 0 0 76 3 0 2 0 81 0 0 73 6 1 3 0 83 Hourly Total 0 0 1 0 0 0 0 1 0 0 156 8 0 5 1 170 0 0 144 16 1 5 1 167
Session Total 0 0 5 0 0 0 0 5 0 1 580 53 3 20 4 661 1 5 733 80 7 33 7 866 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (5) The Dove Way / A518 / Roebuck Close
Approach: Roebuck Close
Left to The Dove Way Ahead to A518 (East) Right to A518 (South) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0745 - 0800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 Hourly Total0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 1 0 0 0 0 1 0800 - 0815 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0815 - 0830 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0830 - 0845 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0845 - 0900 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0 0 1 0 0 0 0 1 0900 - 0915 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0915 - 0930 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1
Session Total0 0 1 0 0 0 0 1 0 0 2 1 0 0 0 3 0 0 3 0 0 0 0 3
1630 - 1645 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 1645 - 1700 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 Hourly Total0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 3 0 0 0 0 3 1700 - 1715 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1715 - 1730 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1730 - 1745 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1745 - 1800 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hourly Total0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1800 - 1815 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 1815 - 1830 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 Hourly Total0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 0 0 3 0 0 0 0 3
Session Total0 0 1 0 0 0 0 1 0 0 3 0 0 0 0 3 0 0 6 0 0 0 0 6 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (6) A518 / Retail Park / Dove Bank
Approach: A518 (North)
Left to Retail Park Ahead to A518 (South) Right to Dove Bank TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 1 0 0 0 0 1 0 0 94 13 0 7 1 115 0 0 12 2 0 0 0 14 0745 - 0800 0 0 9 0 0 0 0 9 0 1 89 6 0 9 2 107 0 0 17 7 0 0 0 24 Hourly Total 0 0 10 0 0 0 0 10 0 1 183 19 0 16 3 222 0 0 29 9 0 0 0 38 0800 - 0815 0 0 10 2 0 0 0 12 0 0 117 13 1 8 0 139 0 1 25 7 0 1 2 36 0815 - 0830 0 0 8 1 0 0 0 9 0 0 120 9 1 11 0 141 0 0 43 7 0 0 1 51 0830 - 0845 0 0 8 0 0 0 0 8 0 2 120 13 2 10 1 148 0 0 39 4 0 0 0 43 0845 - 0900 0 0 7 0 0 0 0 7 0 2 143 13 2 11 0 171 0 0 37 4 0 0 0 41 Hourly Total 0 0 33 3 0 0 0 36 0 4 500 48 6 40 1 599 0 1 144 22 0 1 3 171 0900 - 0915 0 0 20 3 0 0 0 23 1 1 113 6 1 6 0 128 0 0 41 4 0 0 0 45 0915 - 0930 0 0 11 2 0 0 0 13 0 0 98 8 0 5 0 111 0 0 38 2 0 0 0 40 Hourly Total 0 0 31 5 0 0 0 36 1 1 211 14 1 11 0 239 0 0 79 6 0 0 0 85
Session Total 0 0 74 8 0 0 0 82 1 6 894 81 7 67 4 1060 0 1 252 37 0 1 3 294
1630 - 1645 0 0 13 1 0 0 0 14 0 1 116 14 0 8 1 140 0 0 38 2 0 1 0 41 1645 - 1700 0 0 15 2 0 0 0 17 0 1 125 12 0 8 1 147 0 0 32 7 0 1 0 40 Hourly Total 0 0 28 3 0 0 0 31 0 2 241 26 0 16 2 287 0 0 70 9 0 2 0 81 1700 - 1715 0 0 18 1 0 0 0 19 0 1 126 15 2 11 0 155 0 1 35 4 0 1 1 42 1715 - 1730 0 0 17 0 0 0 0 17 0 0 133 18 0 10 0 161 0 1 35 6 0 0 0 42 1730 - 1745 0 0 12 0 0 0 0 12 1 2 161 17 1 4 1 187 0 1 40 2 0 0 0 43 1745 - 1800 0 0 10 3 0 0 0 13 1 0 179 14 1 5 0 200 0 0 26 2 0 0 0 28 Hourly Total 0 0 57 4 0 0 0 61 2 3 599 64 4 30 1 703 0 3 136 14 0 1 1 155 1800 - 1815 0 0 10 3 0 0 0 13 0 0 159 17 1 4 2 183 0 2 19 2 0 0 0 23 1815 - 1830 0 0 6 1 0 0 0 7 2 0 129 11 2 4 0 148 0 1 17 1 0 0 0 19 Hourly Total 0 0 16 4 0 0 0 20 2 0 288 28 3 8 2 331 0 3 36 3 0 0 0 42
Session Total 0 0 101 11 0 0 0 112 4 5 1128 118 7 54 5 1321 0 6 242 26 0 3 1 278 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (6) A518 / Retail Park / Dove Bank
Approach: Retail Park
Left to A518 (South) Ahead to Dove Bank Right to A518 (North) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 2 0745 - 0800 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 7 0 0 0 0 7 Hourly Total0 0 3 1 0 0 0 4 0 0 0 0 0 0 0 0 0 0 9 0 0 0 0 9 0800 - 0815 0 0 3 0 0 0 0 3 0 0 1 0 0 0 0 1 0 0 5 2 0 0 0 7 0815 - 0830 0 0 5 0 0 0 0 5 0 0 1 0 0 0 0 1 0 0 12 0 0 0 0 12 0830 - 0845 0 0 19 0 0 0 0 19 0 0 3 1 0 0 0 4 0 0 12 1 0 0 0 13 0845 - 0900 0 0 9 1 0 0 0 10 0 0 4 0 0 0 0 4 0 0 19 0 0 0 0 19 Hourly Total0 0 36 1 0 0 0 37 0 0 9 1 0 0 0 10 0 0 48 3 0 0 0 51 0900 - 0915 0 0 12 1 0 0 0 13 0 0 7 0 0 0 0 7 0 0 20 3 0 0 0 23 0915 - 0930 0 0 7 0 0 0 0 7 0 0 6 0 0 0 0 6 0 0 9 2 0 0 0 11 Hourly Total0 0 19 1 0 0 0 20 0 0 13 0 0 0 0 13 0 0 29 5 0 0 0 34
Session Total0 0 58 3 0 0 0 61 0 0 22 1 0 0 0 23 0 0 86 8 0 0 0 94
1630 - 1645 0 0 18 0 0 0 0 18 0 0 12 1 0 0 0 13 0 0 27 0 0 0 0 27 1645 - 1700 0 0 19 0 0 0 0 19 0 0 9 0 0 0 0 9 0 0 22 1 0 0 0 23 Hourly Total0 0 37 0 0 0 0 37 0 0 21 1 0 0 0 22 0 0 49 1 0 0 0 50 1700 - 1715 0 0 15 1 0 0 0 16 0 0 10 0 0 0 0 10 0 0 19 3 0 0 0 22 1715 - 1730 0 0 22 0 0 0 0 22 0 0 5 0 0 0 0 5 0 0 17 1 0 0 0 18 1730 - 1745 0 0 20 0 0 0 0 20 0 0 6 0 0 0 0 6 0 0 15 1 0 0 0 16 1745 - 1800 0 0 20 1 0 0 0 21 0 0 7 0 0 0 0 7 0 0 17 1 0 0 0 18 Hourly Total0 0 77 2 0 0 0 79 0 0 28 0 0 0 0 28 0 0 68 6 0 0 0 74 1800 - 1815 0 0 22 0 0 0 0 22 0 0 9 2 0 0 0 11 0 0 21 1 0 0 0 22 1815 - 1830 0 0 21 0 0 0 0 21 0 0 7 1 0 0 0 8 0 0 18 0 0 0 0 18 Hourly Total0 0 43 0 0 0 0 43 0 0 16 3 0 0 0 19 0 0 39 1 0 0 0 40
Session Total 0 0 157 2 0 0 0 159 0 0 65 4 0 0 0 69 0 0 156 8 0 0 0 164 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (6) A518 / Retail Park / Dove Bank
Approach: A518 (South)
Left to Dove Bank Ahead to A518 (North) Right to Retail Park TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 5 0 0 0 0 5 0 0 108 14 1 5 1 129 0 0 2 1 0 0 0 3 0745 - 0800 0 0 7 0 0 0 0 7 1 0 134 23 1 4 2 165 0 0 4 4 0 0 0 8 Hourly Total 0 0 12 0 0 0 0 12 1 0 242 37 2 9 3 294 0 0 6 5 0 0 0 11 0800 - 0815 0 0 19 1 0 0 0 20 0 0 138 24 0 4 3 169 0 0 14 3 0 0 0 17 0815 - 0830 0 0 21 1 0 0 0 22 0 0 144 15 1 10 2 172 0 0 18 3 0 0 0 21 0830 - 0845 0 0 22 4 0 0 0 26 1 1 131 14 1 11 4 163 0 0 20 1 0 0 0 21 0845 - 0900 0 0 15 4 0 0 0 19 0 1 113 24 2 11 0 151 0 0 15 0 0 0 0 15 Hourly Total 0 0 77 10 0 0 0 87 1 2 526 77 4 36 9 655 0 0 67 7 0 0 0 74 0900 - 0915 0 0 15 1 0 0 0 16 0 0 93 11 2 10 1 117 0 0 17 0 0 0 0 17 0915 - 0930 0 0 11 0 0 0 0 11 0 1 107 19 1 5 0 133 0 0 13 0 0 0 0 13 Hourly Total 0 0 26 1 0 0 0 27 0 1 200 30 3 15 1 250 0 0 30 0 0 0 0 30
Session Total 0 0 115 11 0 0 0 126 2 3 968 144 9 60 13 1199 0 0 103 12 0 0 0 115
1630 - 1645 0 0 25 1 0 0 0 26 0 2 64 12 2 5 2 87 0 0 20 0 0 0 0 20 1645 - 1700 0 0 31 3 0 0 1 35 1 2 97 12 2 8 2 124 0 0 16 0 0 0 0 16 Hourly Total 0 0 56 4 0 0 1 61 1 4 161 24 4 13 4 211 0 0 36 0 0 0 0 36 1700 - 1715 0 0 36 1 0 0 0 37 0 0 101 10 1 5 1 118 0 0 19 2 0 0 0 21 1715 - 1730 0 0 32 4 0 0 0 36 0 2 109 7 1 7 0 126 0 0 23 3 0 0 0 26 1730 - 1745 0 0 41 6 0 0 1 48 0 0 115 14 1 9 2 141 0 0 21 3 0 0 0 24 1745 - 1800 0 0 31 3 0 0 0 34 0 0 122 9 2 9 2 144 0 0 23 1 0 0 0 24 Hourly Total 0 0 140 14 0 0 1 155 0 2 447 40 5 30 5 529 0 0 86 9 0 0 0 95 1800 - 1815 0 0 28 4 0 0 0 32 0 0 96 13 0 5 2 116 0 0 18 1 0 0 0 19 1815 - 1830 0 0 30 0 0 0 0 30 0 0 111 9 1 5 0 126 0 0 8 0 0 0 0 8 Hourly Total 0 0 58 4 0 0 0 62 0 0 207 22 1 10 2 242 0 0 26 1 0 0 0 27
Session Total 0 0 254 22 0 0 2 278 1 6 815 86 10 53 11 982 0 0 148 10 0 0 0 158 Uttoxeter - Manual Traffic Survey, Wednesday 8th June 2011
Produced by Road Data Services Ltd.
Junction: (6) A518 / Retail Park / Dove Bank
Approach: Dove Bank
Left to A518 (North) Ahead to Retail Park Right to A518 (South) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0730 - 0745 0 0 14 3 0 1 0 18 0 0 3 2 0 0 0 5 0 1 18 3 0 1 0 23 0745 - 0800 0 0 17 2 0 2 0 21 0 0 1 2 0 0 0 3 0 0 18 3 0 0 0 21 Hourly Total0 0 31 5 0 3 0 39 0 0 4 4 0 0 0 8 0 1 36 6 0 1 0 44 0800 - 0815 0 0 23 2 0 2 0 27 0 0 10 1 0 0 0 11 0 0 30 4 0 0 2 36 0815 - 0830 0 0 25 2 0 0 0 27 0 0 16 0 0 0 0 16 0 0 26 4 0 0 2 32 0830 - 0845 0 0 35 3 0 0 0 38 0 1 17 3 0 0 0 21 0 1 32 6 0 0 0 39 0845 - 0900 0 0 28 4 0 0 0 32 0 0 15 2 0 0 0 17 0 0 34 5 0 0 0 39 Hourly Total 0 0 111 11 0 2 0 124 0 1 58 6 0 0 0 65 0 1 122 19 0 0 4 146 0900 - 0915 0 0 30 3 0 2 0 35 0 0 15 2 0 0 0 17 0 0 43 5 0 1 2 51 0915 - 0930 0 0 16 1 0 0 0 17 0 0 9 0 0 0 0 9 0 0 42 6 0 0 1 49 Hourly Total0 0 46 4 0 2 0 52 0 0 24 2 0 0 0 26 0 0 85 11 0 1 3 100
Session Total 0 0 188 20 0 7 0 215 0 1 86 12 0 0 0 99 0 2 243 36 0 2 7 290
1630 - 1645 0 0 57 3 0 0 0 60 0 0 23 0 0 0 0 23 0 0 35 6 0 1 1 43 1645 - 1700 0 0 55 7 0 0 0 62 0 0 20 1 0 0 0 21 0 0 35 5 0 1 0 41 Hourly Total 0 0 112 10 0 0 0 122 0 0 43 1 0 0 0 44 0 0 70 11 0 2 1 84 1700 - 1715 0 0 50 7 0 0 0 57 0 0 31 3 0 0 0 34 0 0 39 5 0 1 1 46 1715 - 1730 0 0 47 9 0 0 0 56 0 0 33 0 0 0 0 33 0 0 34 9 0 1 1 45 1730 - 1745 0 0 49 5 0 0 0 54 0 2 23 0 0 0 0 25 0 0 51 3 0 1 2 57 1745 - 1800 0 0 34 7 0 0 0 41 0 0 11 0 0 0 0 11 0 0 41 1 0 0 0 42 Hourly Total 0 0 180 28 0 0 0 208 0 2 98 3 0 0 0 103 0 0 165 18 0 3 4 190 1800 - 1815 0 0 34 1 0 0 0 35 0 0 12 2 0 0 0 14 0 1 43 4 1 0 0 49 1815 - 1830 0 0 21 0 0 0 0 21 0 0 11 1 0 0 0 12 0 0 30 3 0 0 0 33 Hourly Total0 0 55 1 0 0 0 56 0 0 23 3 0 0 0 26 0 1 73 7 1 0 0 82
Session Total 0 0 347 39 0 0 0 386 0 2 164 7 0 0 0 173 0 1 308 36 1 5 5 356 APPENDIX F
TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 06/07/11 Page 1 M-EC Wellington House Ibstock Licence No: 350901
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED VEHICLES
Selected regions and areas: 02 SOUTH EAST BD BEDFORDSHIRE 2 days 03 SOUTH WEST CW CORNWALL 1 days DC DORSET 1 days WL WILTSHIRE 1 days 04 EAST ANGLIA SF SUFFOLK 2 days 06 WEST MIDLANDS SH SHROPSHIRE 1 days WM WEST MIDLANDS 2 days WO WORCESTERSHIRE 2 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 2 days 08 NORTH WEST CH CHESHIRE 1 days LC LANCASHIRE 1 days 09 NORTH CB CUMBRIA 3 days
Filtering Stage 2 selection:
Parameter: Number of dwellings Range: 40 to 138 (units: )
Public Transport Provision: Selection by: Include all surveys
Date Range: 01/01/03 to 21/06/09
Selected survey days: Monday 5 days Tuesday 6 days Wednesday 2 days Thursday 3 days Friday 3 days
Selected survey types: Manual count 19 days Directional ATC Count 0 days
Selected Locations: Suburban Area (PPS6 Out of Centre) 10 Edge of Town 9
Selected Location Sub Categories: Residential Zone 13 Out of Town 1 No Sub Category 5 TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 06/07/11 Page 2 M-EC Wellington House Ibstock Licence No: 350901
LIST OF SITES relevant to selection parameters
1 BD-03-A-01 SEMI DETACHED, LUTON BEDFORDSHIRE NEW BEDFORD ROAD
LUTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 3 1 2 BD-03-A-02 SEMI DETACHED, LUTON BEDFORDSHIRE RIDDY LANE
LUTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 8 2 3 CB-03-A-02 SEMI DETACHED, WORKINGTON CUMBRIA HAWKSHEAD AVENUE
WORKINGTON Edge of Town Residential Zone Total Number of dwellings: 4 0 4 CB-03-A-03 SEMI DETACHED, WORKINGTON CUMBRIA HAWKSHEAD AVENUE
WORKINGTON Edge of Town Residential Zone Total Number of dwellings: 4 0 5 CB-03-A-04 SEMI DETACHED, WORKINGTON CUMBRIA MOORCLOSE ROAD SALTERBACK WORKINGTON Edge of Town No Sub Category Total Number of dwellings: 8 2 6 CH-03-A-06 SEMI-DET./BUNGALOWS,CREWE CHESHIRE CREWE ROAD
CREWE Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 1 2 9 7 CW-03-A-02 SEMI D./DETATCHED, TRURO CORNWALL BOSVEAN GARDENS
TRURO Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 3 8 DC-03-A-01 DETACHED, POOLE DORSET ISAACS CLOSE
POOLE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 1 9 LC-03-A-22 BUNGALOWS, BLACKPOOL LANCASHIRE CLIFTON DRIVE NORTH
BLACKPOOL Edge of Town Residential Zone Total Number of dwellings: 9 8 TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 06/07/11 Page 3 M-EC Wellington House Ibstock Licence No: 350901
LIST OF SITES relevant to selection parameters (Cont.)
10 NY-03-A-01 MIXED HOUSES,NORTHALLERTON NORTH YORKSHIRE GRAMMAR SCHOOL LANE
NORTHALLERTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 2 11 NY-03-A-05 HOUSES AND FLATS, RIPON NORTH YORKSHIRE BOROUGHBRIDGE ROAD
RIPON Edge of Town No Sub Category Total Number of dwellings: 7 1 12 SF-03-A-01 SEMI DETACHED, IPSWICH SUFFOLK A1156 FELIXSTOWE ROAD RACECOURSE IPSWICH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 7 13 SF-03-A-03 MIXED HOUSES, BURY ST EDMDS SUFFOLK BARTON HILL FORNHAM ST MARTIN BURY ST EDMUNDS Edge of Town Out of Town Total Number of dwellings: 1 0 1 14 SH-03-A-04 TERRACED, SHREWSBURY SHROPSHIRE ST MICHAEL'S STREET
SHREWSBURY Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 1 0 8 15 WL-03-A-01 SEMI D./TERRACED W. BASSETT WILTSHIRE MAPLE DRIVE
WOOTTON BASSETT Edge of Town Residential Zone Total Number of dwellings: 9 9 16 WM-03-A-01 TERRACED, COVENTRY WEST MIDLANDS FOLESHILL ROAD FOLESHILL COVENTRY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 9 17 WM-03-A-03 MIXED HOUSING, COVENTRY WEST MIDLANDS BASELEY WAY ROWLEYS GREEN COVENTRY Edge of Town Residential Zone Total Number of dwellings: 8 4 18 WO-03-A-02 SEMI DETACHED, REDDITCH WORCESTERSHIRE MEADOWHILL ROAD
REDDITCH Edge of Town No Sub Category Total Number of dwellings: 4 8 TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 06/07/11 Page 4 M-EC Wellington House Ibstock Licence No: 350901
LIST OF SITES relevant to selection parameters (Cont.)
19 WO-03-A-03 DETACHED, KIDDERMINSTER WORCESTERSHIRE BLAKEBROOK BLAKEBROOK KIDDERMINSTER Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 3 8 TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 06/07/11 Page 5 M-EC Wellington House Ibstock Licence No: 350901
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 19 83 0.068 19 83 0.293 19 83 0.361 08:00 - 09:00 19 83 0.169 19 83 0.405 19 83 0.574 09:00 - 10:00 19 83 0.201 19 83 0.248 19 83 0.449 10:00 - 11:00 19 83 0.172 19 83 0.207 19 83 0.379 11:00 - 12:00 19 83 0.201 19 83 0.195 19 83 0.396 12:00 - 13:00 19 83 0.225 19 83 0.186 19 83 0.411 13:00 - 14:00 19 83 0.204 19 83 0.200 19 83 0.404 14:00 - 15:00 19 83 0.205 19 83 0.208 19 83 0.413 15:00 - 16:00 19 83 0.301 19 83 0.241 19 83 0.542 16:00 - 17:00 19 83 0.354 19 83 0.207 19 83 0.561 17:00 - 18:00 19 83 0.379 19 83 0.231 19 83 0.610 18:00 - 19:00 19 83 0.296 19 83 0.217 19 83 0.513 19:00 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 2.775 2.838 5.613
Parameter summary
Trip rate parameter range selected: 40 - 138 (units: ) Survey date date range: 01/01/03 - 21/06/09 Number of weekdays (Monday-Friday): 19 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0 TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 30/06/11 Page 1 M-EC Wellington House Ibstock Licence No: 350901
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 02 - EMPLOYMENT Category : A - OFFICE VEHICLES
Selected regions and areas: 03 SOUTH WEST CW CORNWALL 1 days 09 NORTH DH DURHAM 1 days TV TEES VALLEY 1 days
Filtering Stage 2 selection:
Parameter: Gross floor area Range: 3372 to 4850 (units: sqm)
Public Transport Provision: Selection by: Include all surveys
Date Range: 01/01/03 to 05/11/10
Selected survey days: Monday 1 days Friday 2 days
Selected survey types: Manual count 3 days Directional ATC Count 0 days
Selected Locations: Edge of Town Centre 1 Suburban Area (PPS6 Out of Centre) 1 Edge of Town 1
Selected Location Sub Categories: Commercial Zone 1 Residential Zone 1 Built-Up Zone 1 TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 30/06/11 Page 2 M-EC Wellington House Ibstock Licence No: 350901
LIST OF SITES relevant to selection parameters
1 CW-02-A-02 INLAND REVENUE, ST AUSTELL CORNWALL TRINITY STREET
ST AUSTELL Edge of Town Centre Built-Up Zone Total Gross floor area: 4 8 5 0 sqm 2 DH-02-A-01 RPMI OFFICES, DARLINGTON DURHAM BRINKBURN ROAD
DARLINGTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 3 3 7 2 sqm 3 TV-02-A-02 BUILDING SOCIETY, DARLINGTON TEES VALLEY LINGFIELD WAY MORTON PARK DARLINGTON Edge of Town Commercial Zone Total Gross floor area: 3 5 0 0 sqm TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 30/06/11 Page 3 M-EC Wellington House Ibstock Licence No: 350901
TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 3 3907 0.290 3 3907 0.060 3 3907 0.350 07:30 - 08:00 3 3907 0.537 3 3907 0.060 3 3907 0.597 08:00 - 08:30 3 3907 0.853 3 3907 0.162 3 3907 1.015 08:30 - 09:00 3 3907 0.921 3 3907 0.094 3 3907 1.015 09:00 - 09:30 3 3907 0.469 3 3907 0.154 3 3907 0.623 09:30 - 10:00 3 3907 0.171 3 3907 0.094 3 3907 0.265 10:00 - 10:30 3 3907 0.085 3 3907 0.051 3 3907 0.136 10:30 - 11:00 3 3907 0.085 3 3907 0.077 3 3907 0.162 11:00 - 11:30 3 3907 0.213 3 3907 0.136 3 3907 0.349 11:30 - 12:00 3 3907 0.145 3 3907 0.094 3 3907 0.239 12:00 - 12:30 3 3907 0.136 3 3907 0.435 3 3907 0.571 12:30 - 13:00 3 3907 0.239 3 3907 0.290 3 3907 0.529 13:00 - 13:30 3 3907 0.299 3 3907 0.435 3 3907 0.734 13:30 - 14:00 3 3907 0.247 3 3907 0.239 3 3907 0.486 14:00 - 14:30 3 3907 0.179 3 3907 0.222 3 3907 0.401 14:30 - 15:00 3 3907 0.102 3 3907 0.179 3 3907 0.281 15:00 - 15:30 3 3907 0.068 3 3907 0.205 3 3907 0.273 15:30 - 16:00 3 3907 0.273 3 3907 0.205 3 3907 0.478 16:00 - 16:30 3 3907 0.102 3 3907 0.529 3 3907 0.631 16:30 - 17:00 3 3907 0.196 3 3907 0.512 3 3907 0.708 17:00 - 17:30 3 3907 0.239 3 3907 0.921 3 3907 1.160 17:30 - 18:00 3 3907 0.111 3 3907 0.307 3 3907 0.418 18:00 - 18:30 3 3907 0.043 3 3907 0.154 3 3907 0.197 18:30 - 19:00 3 3907 0.009 3 3907 0.162 3 3907 0.171 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 6.012 5.777 1 1.789 TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 30/06/11 Page 4 M-EC Wellington House Ibstock Licence No: 350901
Parameter summary
Trip rate parameter range selected: 3372 - 4850 (units: sqm) Survey date date range: 01/01/03 - 05/11/10 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 1 TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 06/07/11 Page 1 M-EC Wellington House Ibstock Licence No: 350901
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 02 - EMPLOYMENT Category : D - INDUSTRIAL ESTATE VEHICLES
Selected regions and areas: 03 SOUTH WEST BR BRISTOL CITY 2 days CW CORNWALL 1 days WL WILTSHIRE 1 days 04 EAST ANGLIA SF SUFFOLK 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days 09 NORTH CB CUMBRIA 1 days NB NORTHUMBERLAND 1 days
Filtering Stage 2 selection:
Parameter: Gross floor area Range: 5347 to 17500 (units: sqm)
Public Transport Provision: Selection by: Include all surveys
Date Range: 01/01/03 to 16/12/09
Selected survey days: Monday 2 days Tuesday 2 days Thursday 3 days Friday 1 days
Selected survey types: Manual count 8 days Directional ATC Count 0 days
Selected Locations: Suburban Area (PPS6 Out of Centre) 4 Edge of Town 4
Selected Location Sub Categories: Industrial Zone 6 Residential Zone 1 No Sub Category 1 TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 06/07/11 Page 2 M-EC Wellington House Ibstock Licence No: 350901
LIST OF SITES relevant to selection parameters
1 BR-02-D-02 INDUSTRIAL ESTATE, BRISTOL BRISTOL CITY NOVERS HILL BEDMINSTER BRISTOL Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 6 0 0 0 sqm 2 BR-02-D-03 INDUSTRIAL ESTATE, BRISTOL BRISTOL CITY CROFTS END ROAD SPEEDWELL BRISTOL Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 6 0 0 0 sqm 3 CB-02-D-03 INDUSTRIAL ESTATE, BRAMPTON CUMBRIA CARLISLE ROAD
BRAMPTON Edge of Town No Sub Category Total Gross floor area: 1 3 7 0 0 sqm 4 CW-02-D-02 INDUSTRIAL ESTATE, CAMBORNE CORNWALL DRUIDS ROAD
CAMBORNE Edge of Town Industrial Zone Total Gross floor area: 6 5 1 5 sqm 5 LN-02-D-01 INDUSTRIAL ESTATE, GRANTHAM LINCOLNSHIRE BELTON LANE
GRANTHAM Suburban Area (PPS6 Out of Centre) Residential Zone Total Gross floor area: 5 3 4 7 sqm 6 NB-02-D-01 INDUSTRIAL ESTATE, HEXHAM NORTHUMBERLAND A695
HEXHAM Edge of Town Industrial Zone Total Gross floor area: 1 0 5 2 5 sqm 7 SF-02-D-01 INDUSTRIAL ESTATE, IPSWICH SUFFOLK RAPIER STREET STOKE IPSWICH Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 1 7 5 0 0 sqm 8 WL-02-D-01 IND. ESTATE, WOOTTON BASSETT WILTSHIRE MARLBOROUGH ROAD
WOOTTON BASSETT Edge of Town Industrial Zone Total Gross floor area: 7 0 5 0 sqm TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 06/07/11 Page 3 M-EC Wellington House Ibstock Licence No: 350901
TRIP RATE for Land Use 02 - EMPLOYMENT/D - INDUSTRIAL ESTATE VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 8 9080 0.114 8 9080 0.095 8 9080 0.209 07:30 - 08:00 8 9080 0.322 8 9080 0.146 8 9080 0.468 08:00 - 08:30 8 9080 0.403 8 9080 0.165 8 9080 0.568 08:30 - 09:00 8 9080 0.377 8 9080 0.190 8 9080 0.567 09:00 - 09:30 8 9080 0.260 8 9080 0.198 8 9080 0.458 09:30 - 10:00 8 9080 0.211 8 9080 0.207 8 9080 0.418 10:00 - 10:30 8 9080 0.263 8 9080 0.249 8 9080 0.512 10:30 - 11:00 8 9080 0.257 8 9080 0.266 8 9080 0.523 11:00 - 11:30 8 9080 0.290 8 9080 0.289 8 9080 0.579 11:30 - 12:00 8 9080 0.273 8 9080 0.277 8 9080 0.550 12:00 - 12:30 8 9080 0.245 8 9080 0.326 8 9080 0.571 12:30 - 13:00 8 9080 0.244 8 9080 0.263 8 9080 0.507 13:00 - 13:30 8 9080 0.268 8 9080 0.270 8 9080 0.538 13:30 - 14:00 8 9080 0.304 8 9080 0.255 8 9080 0.559 14:00 - 14:30 8 9080 0.253 8 9080 0.256 8 9080 0.509 14:30 - 15:00 8 9080 0.222 8 9080 0.246 8 9080 0.468 15:00 - 15:30 8 9080 0.222 8 9080 0.244 8 9080 0.466 15:30 - 16:00 8 9080 0.231 8 9080 0.229 8 9080 0.460 16:00 - 16:30 8 9080 0.222 8 9080 0.306 8 9080 0.528 16:30 - 17:00 8 9080 0.195 8 9080 0.284 8 9080 0.479 17:00 - 17:30 8 9080 0.131 8 9080 0.427 8 9080 0.558 17:30 - 18:00 8 9080 0.080 8 9080 0.234 8 9080 0.314 18:00 - 18:30 8 9080 0.051 8 9080 0.105 8 9080 0.156 18:30 - 19:00 8 9080 0.023 8 9080 0.045 8 9080 0.068 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 5.461 5.572 1 1.033 TRICS 2011(b)v6.8.1 270611 B14.55 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Wednesday 06/07/11 Page 4 M-EC Wellington House Ibstock Licence No: 350901
Parameter summary
Trip rate parameter range selected: 5347 - 17500 (units: sqm) Survey date date range: 01/01/03 - 16/12/09 Number of weekdays (Monday-Friday): 8 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0 APPENDIX G
2001 census - UK travel flows (ward) ONS Crown Copyright Reserved [from Nomis on 6 July 2011] area of residence 41UCGU : Town (2003 CAS ward) date 2001 area of workplace : local T203:1 (Total : T203:25 (Car - authority: district / unitary All people ) driver : All people Column Total 2,948 1,800 % to Each Destination East Staffordshire 1,967 942 52.3 Stafford 179 173 9.6 Staffordshire Moorlands 152 128 7.1 Stoke-on-Trent 116 104 5.8 South Derbyshire 75 66 3.7 Derby 61 52 2.9 Cannock Chase 54 51 2.8 Derbyshire Dales 63 51 2.8 Lichfield 49 40 2.2 Newcastle-under-Lyme 37 31 1.7 Birmingham 30 24 1.3 Nottingham 27 24 1.3 Cheshire East 16 16 0.9 North West Leicestershire 17 14 0.8 Coventry 9 9 0.5 Tamworth 12 9 0.5 Sandwell 6 6 0.3 South Staffordshire 6 6 0.3 Wolverhampton 6 6 0.3 Amber Valley 3 3 0.2 Ashfield 3 3 0.2 Blaby 3 3 0.2 Broxtowe 6 3 0.2 Cardiff 3 3 0.2 Daventry 3 3 0.2 Elmbridge 3 3 0.2 Luton 3 3 0.2 Manchester 6 3 0.2 Mansfield 3 3 0.2 Northampton 3 3 0.2 Rotherham 3 3 0.2 Stratford-on-Avon 3 3 0.2 Telford and Wrekin 6 3 0.2 Walsall 3 3 0.2 Warwick 3 3 0.2
APPENDIX H
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 A50-B518 rdbt AM.vai" (drive-on-the-left ) at 13:17:14 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - A518 ARM C - A50 West ARM D - Access Road
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 10.00 I 12.00 I 20.00 I 25.00 I 78.00 I 48.0 I 0.704 I 55.088 I I ARM B I 5.50 I 10.00 I 30.00 I 30.00 I 78.00 I 46.0 I 0.585 I 41.438 I I ARM C I 5.00 I 7.00 I 20.00 I 30.00 I 78.00 I 49.0 I 0.492 I 31.269 I I ARM D I 4.00 I 5.00 I 15.00 I 30.00 I 78.00 I 38.0 I 0.437 I 24.083 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 10.36 I 15.54 I 10.36 I I ARM B I 15.00 I 45.00 I 75.00 I 6.64 I 9.96 I 6.64 I I ARM C I 15.00 I 45.00 I 75.00 I 10.75 I 16.13 I 10.75 I I ARM D I 15.00 I 45.00 I 75.00 I 0.09 I 0.13 I 0.09 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.282 I 0.717 I 0.001 I I I I 0.0 I 234.0 I 594.0 I 1.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.431 I 0.000 I 0.569 I 0.000 I I I I 229.0 I 0.0 I 302.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.643 I 0.357 I 0.000 I 0.000 I I I I 553.0 I 307.0 I 0.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.429 I 0.000 I 0.571 I 0.000 I I I I 3.0 I 0.0 I 4.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 10.36 47.36 0.219 0.0 0.3 4.1 0.03 I I ARM B 6.64 33.30 0.199 0.0 0.2 3.7 0.04 I I ARM C 10.75 27.01 0.398 0.0 0.7 9.6 0.06 I I ARM D 0.09 15.97 0.005 0.0 0.0 0.1 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 12.37 46.82 0.264 0.3 0.4 5.3 0.03 I I ARM B 7.93 32.44 0.244 0.2 0.3 4.8 0.04 I I ARM C 12.84 26.74 0.480 0.7 0.9 13.4 0.07 I I ARM D 0.10 14.80 0.007 0.0 0.0 0.1 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 15.15 46.09 0.329 0.4 0.5 7.2 0.03 I I ARM B 9.71 31.27 0.310 0.3 0.4 6.6 0.05 I I ARM C 15.72 26.36 0.596 0.9 1.5 21.1 0.09 I I ARM D 0.13 13.21 0.010 0.0 0.0 0.1 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 15.15 46.08 0.329 0.5 0.5 7.3 0.03 I I ARM B 9.71 31.26 0.310 0.4 0.4 6.7 0.05 I I ARM C 15.72 26.36 0.596 1.5 1.5 21.9 0.09 I I ARM D 0.13 13.20 0.010 0.0 0.0 0.1 0.08 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 12.37 46.80 0.264 0.5 0.4 5.5 0.03 I I ARM B 7.93 32.44 0.244 0.4 0.3 4.9 0.04 I I ARM C 12.84 26.73 0.480 1.5 0.9 14.4 0.07 I I ARM D 0.10 14.78 0.007 0.0 0.0 0.1 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 10.36 47.34 0.219 0.4 0.3 4.3 0.03 I I ARM B 6.64 33.29 0.199 0.3 0.2 3.8 0.04 I I ARM C 10.75 27.01 0.398 0.9 0.7 10.2 0.06 I I ARM D 0.09 15.94 0.005 0.0 0.0 0.1 0.06 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.3 08.15 0.4 08.30 0.5 08.45 0.5 09.00 0.4 09.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.2 08.15 0.3 08.30 0.4 08.45 0.4 09.00 0.3 09.15 0.2
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.7 * 08.15 0.9 * 08.30 1.5 * 08.45 1.5 * 09.00 0.9 * 09.15 0.7 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1136.7 I 757.8 I 33.8 I 0.03 I 33.8 I 0.03 I I B I 728.1 I 485.4 I 30.5 I 0.04 I 30.5 I 0.04 I I C I 1179.2 I 786.2 I 90.6 I 0.08 I 90.6 I 0.08 I I D I 9.6 I 6.4 I 0.7 I 0.07 I 0.7 I 0.07 I ------I ALL I 3053.7 I 2035.8 I 155.5 I 0.05 I 155.5 I 0.05 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 13:17:20 on 05/07/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 A50-B518 rdbt PM.vai" (drive-on-the-left ) at 13:23:45 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - A518 ARM C - A50 West ARM D - Access Road
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 10.00 I 12.00 I 20.00 I 25.00 I 78.00 I 48.0 I 0.704 I 55.088 I I ARM B I 5.50 I 10.00 I 30.00 I 30.00 I 78.00 I 46.0 I 0.585 I 41.438 I I ARM C I 5.00 I 7.00 I 20.00 I 30.00 I 78.00 I 49.0 I 0.492 I 31.269 I I ARM D I 4.00 I 5.00 I 15.00 I 30.00 I 78.00 I 38.0 I 0.437 I 24.083 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 9.56 I 14.34 I 9.56 I I ARM B I 15.00 I 45.00 I 75.00 I 6.45 I 9.67 I 6.45 I I ARM C I 15.00 I 45.00 I 75.00 I 16.48 I 24.71 I 16.48 I I ARM D I 15.00 I 45.00 I 75.00 I 0.03 I 0.04 I 0.03 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.297 I 0.702 I 0.001 I I I I 0.0 I 227.0 I 537.0 I 1.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.395 I 0.000 I 0.601 I 0.004 I I I I 204.0 I 0.0 I 310.0 I 2.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.772 I 0.225 I 0.000 I 0.003 I I I I 1018.0 I 296.0 I 0.0 I 4.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.500 I 0.000 I 0.500 I 0.000 I I I I 1.0 I 0.0 I 1.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 9.56 47.48 0.201 0.0 0.3 3.7 0.03 I I ARM B 6.45 33.74 0.191 0.0 0.2 3.5 0.04 I I ARM C 16.48 27.16 0.607 0.0 1.5 21.7 0.09 I I ARM D 0.03 13.65 0.002 0.0 0.0 0.0 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 11.42 46.97 0.243 0.3 0.3 4.8 0.03 I I ARM B 7.70 32.97 0.234 0.2 0.3 4.5 0.04 I I ARM C 19.67 26.91 0.731 1.5 2.6 37.2 0.14 I I ARM D 0.03 12.03 0.002 0.0 0.0 0.0 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 13.98 46.32 0.302 0.3 0.4 6.4 0.03 I I ARM B 9.43 31.91 0.296 0.3 0.4 6.2 0.04 I I ARM C 24.09 26.56 0.907 2.6 7.9 98.4 0.32 I I ARM D 0.04 9.93 0.004 0.0 0.0 0.1 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 13.98 46.27 0.302 0.4 0.4 6.5 0.03 I I ARM B 9.43 31.91 0.296 0.4 0.4 6.3 0.04 I I ARM C 24.09 26.56 0.907 7.9 8.6 125.2 0.38 I I ARM D 0.04 9.79 0.004 0.0 0.0 0.1 0.10 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 11.42 46.90 0.243 0.4 0.3 4.9 0.03 I I ARM B 7.70 32.96 0.234 0.4 0.3 4.6 0.04 I I ARM C 19.67 26.90 0.731 8.6 2.8 48.2 0.15 I I ARM D 0.03 11.83 0.003 0.0 0.0 0.0 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 9.56 47.45 0.202 0.3 0.3 3.8 0.03 I I ARM B 6.45 33.73 0.191 0.3 0.2 3.6 0.04 I I ARM C 16.48 27.15 0.607 2.8 1.6 24.5 0.10 I I ARM D 0.03 13.57 0.002 0.0 0.0 0.0 0.07 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.3 17.30 0.4 17.45 0.4 18.00 0.3 18.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.2 17.15 0.3 17.30 0.4 17.45 0.4 18.00 0.3 18.15 0.2
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.5 ** 17.15 2.6 *** 17.30 7.9 ******** 17.45 8.6 ********* 18.00 2.8 *** 18.15 1.6 **
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1049.0 I 699.3 I 30.1 I 0.03 I 30.1 I 0.03 I I B I 707.5 I 471.7 I 28.7 I 0.04 I 28.7 I 0.04 I I C I 1807.3 I 1204.8 I 355.2 I 0.20 I 355.2 I 0.20 I I D I 2.7 I 1.8 I 0.2 I 0.09 I 0.2 I 0.09 I ------I ALL I 3566.5 I 2377.7 I 414.2 I 0.12 I 414.2 I 0.12 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 13:23:51 on 05/07/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 A50-B5030 rdbt AM.vai" (drive-on-the-left ) at 12:10:29 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - B5030 ARM C - A50 West ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 8.00 I 8.00 I 14.00 I 70.00 I 56.00 I 47.0 I 0.692 I 39.428 I I ARM B I 5.00 I 6.00 I 24.00 I 30.00 I 56.00 I 42.0 I 0.579 I 28.953 I I ARM C I 7.00 I 8.00 I 11.00 I 30.00 I 56.00 I 57.0 I 0.643 I 36.223 I I ARM D I 7.00 I 10.00 I 25.00 I 20.00 I 56.00 I 54.0 I 0.709 I 42.441 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 11.24 I 16.86 I 11.24 I I ARM B I 15.00 I 45.00 I 75.00 I 5.55 I 8.33 I 5.55 I I ARM C I 15.00 I 45.00 I 75.00 I 8.61 I 12.92 I 8.61 I I ARM D I 15.00 I 45.00 I 75.00 I 10.48 I 15.71 I 10.48 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.189 I 0.406 I 0.405 I I I I 0.0 I 170.0 I 365.0 I 364.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.347 I 0.000 I 0.381 I 0.273 I I I I 154.0 I 0.0 I 169.0 I 121.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.604 I 0.177 I 0.000 I 0.219 I I I I 416.0 I 122.0 I 0.0 I 151.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.348 I 0.338 I 0.314 I 0.000 I I I I 292.0 I 283.0 I 263.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 11.24 30.08 0.374 0.0 0.6 8.7 0.05 I I ARM B 5.55 19.17 0.290 0.0 0.4 5.9 0.07 I I ARM C 8.61 27.81 0.310 0.0 0.4 6.6 0.05 I I ARM D 10.48 32.47 0.323 0.0 0.5 7.0 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 13.42 28.95 0.464 0.6 0.9 12.6 0.06 I I ARM B 6.63 17.76 0.373 0.4 0.6 8.6 0.09 I I ARM C 10.28 26.81 0.384 0.4 0.6 9.1 0.06 I I ARM D 12.51 31.27 0.400 0.5 0.7 9.8 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 16.43 27.40 0.600 0.9 1.5 21.3 0.09 I I ARM B 8.12 15.85 0.512 0.6 1.0 14.9 0.13 I I ARM C 12.60 25.44 0.495 0.6 1.0 14.2 0.08 I I ARM D 15.32 29.64 0.517 0.7 1.1 15.5 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 16.43 27.39 0.600 1.5 1.5 22.3 0.09 I I ARM B 8.12 15.82 0.513 1.0 1.0 15.6 0.13 I I ARM C 12.60 25.42 0.496 1.0 1.0 14.6 0.08 I I ARM D 15.32 29.62 0.517 1.1 1.1 16.0 0.07 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 13.42 28.93 0.464 1.5 0.9 13.4 0.06 I I ARM B 6.63 17.73 0.374 1.0 0.6 9.3 0.09 I I ARM C 10.28 26.77 0.384 1.0 0.6 9.6 0.06 I I ARM D 12.51 31.24 0.400 1.1 0.7 10.3 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 11.24 30.06 0.374 0.9 0.6 9.2 0.05 I I ARM B 5.55 19.13 0.290 0.6 0.4 6.3 0.07 I I ARM C 8.61 27.78 0.310 0.6 0.5 6.9 0.05 I I ARM D 10.48 32.44 0.323 0.7 0.5 7.3 0.05 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.9 * 08.30 1.5 * 08.45 1.5 * 09.00 0.9 * 09.15 0.6 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.4 08.15 0.6 * 08.30 1.0 * 08.45 1.0 * 09.00 0.6 * 09.15 0.4
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.4 08.15 0.6 * 08.30 1.0 * 08.45 1.0 * 09.00 0.6 * 09.15 0.5
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.5 08.15 0.7 * 08.30 1.1 * 08.45 1.1 * 09.00 0.7 * 09.15 0.5
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1232.7 I 821.8 I 87.5 I 0.07 I 87.5 I 0.07 I I B I 608.8 I 405.9 I 60.6 I 0.10 I 60.6 I 0.10 I I C I 944.8 I 629.8 I 61.0 I 0.06 I 61.0 I 0.06 I I D I 1149.1 I 766.0 I 65.8 I 0.06 I 65.8 I 0.06 I ------I ALL I 3935.4 I 2623.6 I 274.8 I 0.07 I 274.8 I 0.07 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 12:10:36 on 05/07/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 A50-B5030 rdbt PM.vai" (drive-on-the-left ) at 12:17:01 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - B5030 ARM C - A50 West ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 8.00 I 8.00 I 14.00 I 70.00 I 56.00 I 47.0 I 0.692 I 39.428 I I ARM B I 5.00 I 6.00 I 24.00 I 30.00 I 56.00 I 42.0 I 0.579 I 28.953 I I ARM C I 7.00 I 8.00 I 11.00 I 30.00 I 56.00 I 57.0 I 0.643 I 36.223 I I ARM D I 7.00 I 10.00 I 25.00 I 20.00 I 56.00 I 54.0 I 0.709 I 42.441 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 10.51 I 15.77 I 10.51 I I ARM B I 15.00 I 45.00 I 75.00 I 6.34 I 9.51 I 6.34 I I ARM C I 15.00 I 45.00 I 75.00 I 11.34 I 17.01 I 11.34 I I ARM D I 15.00 I 45.00 I 75.00 I 12.96 I 19.44 I 12.96 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.203 I 0.413 I 0.384 I I I I 0.0 I 171.0 I 347.0 I 323.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.365 I 0.000 I 0.243 I 0.393 I I I I 185.0 I 0.0 I 123.0 I 199.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.587 I 0.195 I 0.000 I 0.218 I I I I 532.0 I 177.0 I 0.0 I 198.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.567 I 0.236 I 0.197 I 0.000 I I I I 588.0 I 245.0 I 204.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 10.51 30.45 0.345 0.0 0.5 7.7 0.05 I I ARM B 6.34 20.02 0.317 0.0 0.5 6.7 0.07 I I ARM C 11.34 27.27 0.416 0.0 0.7 10.3 0.06 I I ARM D 12.96 30.70 0.422 0.0 0.7 10.6 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 12.55 29.39 0.427 0.5 0.7 10.9 0.06 I I ARM B 7.57 18.78 0.403 0.5 0.7 9.8 0.09 I I ARM C 13.54 26.15 0.518 0.7 1.1 15.5 0.08 I I ARM D 15.48 29.14 0.531 0.7 1.1 16.4 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 15.37 27.95 0.550 0.7 1.2 17.6 0.08 I I ARM B 9.27 17.10 0.542 0.7 1.2 16.7 0.13 I I ARM C 16.58 24.64 0.673 1.1 2.0 28.6 0.12 I I ARM D 18.96 27.04 0.701 1.1 2.3 32.3 0.12 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 15.37 27.92 0.551 1.2 1.2 18.2 0.08 I I ARM B 9.27 17.07 0.543 1.2 1.2 17.6 0.13 I I ARM C 16.58 24.62 0.674 2.0 2.0 30.4 0.12 I I ARM D 18.96 27.00 0.702 2.3 2.3 34.6 0.12 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 12.55 29.34 0.428 1.2 0.8 11.6 0.06 I I ARM B 7.57 18.75 0.404 1.2 0.7 10.6 0.09 I I ARM C 13.54 26.12 0.518 2.0 1.1 16.9 0.08 I I ARM D 15.48 29.08 0.532 2.3 1.1 17.8 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 10.51 30.41 0.346 0.8 0.5 8.1 0.05 I I ARM B 6.34 19.99 0.317 0.7 0.5 7.2 0.07 I I ARM C 11.34 27.24 0.416 1.1 0.7 11.0 0.06 I I ARM D 12.96 30.64 0.423 1.1 0.7 11.3 0.06 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.5 * 17.15 0.7 * 17.30 1.2 * 17.45 1.2 * 18.00 0.8 * 18.15 0.5 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.5 17.15 0.7 * 17.30 1.2 * 17.45 1.2 * 18.00 0.7 * 18.15 0.5
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.7 * 17.15 1.1 * 17.30 2.0 ** 17.45 2.0 ** 18.00 1.1 * 18.15 0.7 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.7 * 17.15 1.1 * 17.30 2.3 ** 17.45 2.3 ** 18.00 1.1 * 18.15 0.7 *
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1153.2 I 768.8 I 74.1 I 0.06 I 74.1 I 0.06 I I B I 695.2 I 463.5 I 68.5 I 0.10 I 68.5 I 0.10 I I C I 1243.7 I 829.1 I 112.7 I 0.09 I 112.7 I 0.09 I I D I 1421.9 I 948.0 I 123.1 I 0.09 I 123.1 I 0.09 I ------I ALL I 4514.0 I 3009.4 I 378.3 I 0.08 I 378.4 I 0.08 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 12:17:07 on 05/07/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 A518-B5030 Spath rdbt AM.vai" (drive-on-the-left ) at 11:59:07 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: A518/B5030 Spath Rdbt LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 The Dove Way ARM B - A518 ARM C - B5030
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 8.00 I 30.00 I 35.00 I 58.00 I 54.0 I 0.593 I 32.218 I I ARM B I 5.00 I 6.00 I 15.00 I 45.00 I 58.00 I 53.0 I 0.549 I 27.864 I I ARM C I 4.50 I 8.00 I 30.00 I 40.00 I 58.00 I 57.0 I 0.600 I 33.131 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 4.69 I 7.03 I 4.69 I I ARM B I 15.00 I 45.00 I 75.00 I 7.84 I 11.76 I 7.84 I I ARM C I 15.00 I 45.00 I 75.00 I 9.35 I 14.03 I 9.35 I ------
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ------I 07.45 - 09.15 I I I I I I I ARM A I 0.000 I 0.557 I 0.443 I I I I 0.0 I 209.0 I 166.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM B I 0.391 I 0.000 I 0.609 I I I I 245.0 I 0.0 I 382.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM C I 0.190 I 0.810 I 0.000 I I I I 142.0 I 606.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 4.69 24.82 0.189 0.0 0.2 3.4 0.05 I I ARM B 7.84 24.20 0.324 0.0 0.5 7.0 0.06 I I ARM C 9.35 28.29 0.331 0.0 0.5 7.2 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 5.60 23.93 0.234 0.2 0.3 4.5 0.05 I I ARM B 9.36 23.97 0.390 0.5 0.6 9.4 0.07 I I ARM C 11.16 27.93 0.400 0.5 0.7 9.7 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 6.86 22.73 0.302 0.3 0.4 6.3 0.06 I I ARM B 11.46 23.67 0.484 0.6 0.9 13.6 0.08 I I ARM C 13.67 27.43 0.498 0.7 1.0 14.4 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 6.86 22.72 0.302 0.4 0.4 6.5 0.06 I I ARM B 11.46 23.66 0.484 0.9 0.9 14.0 0.08 I I ARM C 13.67 27.43 0.499 1.0 1.0 14.8 0.07 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 5.60 23.92 0.234 0.4 0.3 4.7 0.05 I I ARM B 9.36 23.97 0.390 0.9 0.6 9.9 0.07 I I ARM C 11.16 27.92 0.400 1.0 0.7 10.3 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 4.69 24.79 0.189 0.3 0.2 3.6 0.05 I I ARM B 7.84 24.19 0.324 0.6 0.5 7.4 0.06 I I ARM C 9.35 28.28 0.331 0.7 0.5 7.6 0.05 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.2 08.15 0.3 08.30 0.4 08.45 0.4 09.00 0.3 09.15 0.2
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.5 08.15 0.6 * 08.30 0.9 * 08.45 0.9 * 09.00 0.6 * 09.15 0.5
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.5 08.15 0.7 * 08.30 1.0 * 08.45 1.0 * 09.00 0.7 * 09.15 0.5
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 514.2 I 342.8 I 28.9 I 0.06 I 28.9 I 0.06 I I B I 859.7 I 573.2 I 61.2 I 0.07 I 61.2 I 0.07 I I C I 1025.7 I 683.8 I 64.0 I 0.06 I 64.0 I 0.06 I ------I ALL I 2399.6 I 1599.7 I 154.1 I 0.06 I 154.1 I 0.06 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:59:14 on 05/07/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 A518-B5030 Spath rdbt PM.vai" (drive-on-the-left ) at 12:04:04 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: A518/B5030 Spath Rdbt LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 The Dove Way ARM B - A518 ARM C - B5030
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 8.00 I 30.00 I 35.00 I 58.00 I 54.0 I 0.593 I 32.218 I I ARM B I 5.00 I 6.00 I 15.00 I 45.00 I 58.00 I 53.0 I 0.549 I 27.864 I I ARM C I 4.50 I 8.00 I 30.00 I 40.00 I 58.00 I 57.0 I 0.600 I 33.131 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 4.25 I 6.38 I 4.25 I I ARM B I 15.00 I 45.00 I 75.00 I 9.00 I 13.50 I 9.00 I I ARM C I 15.00 I 45.00 I 75.00 I 13.20 I 19.80 I 13.20 I ------
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ------I 16.45 - 18.15 I I I I I I I ARM A I 0.000 I 0.444 I 0.556 I I I I 0.0 I 151.0 I 189.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM B I 0.304 I 0.000 I 0.696 I I I I 219.0 I 0.0 I 501.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM C I 0.159 I 0.841 I 0.000 I I I I 168.0 I 888.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 4.25 22.74 0.187 0.0 0.2 3.4 0.05 I I ARM B 9.00 24.04 0.374 0.0 0.6 8.7 0.07 I I ARM C 13.20 28.48 0.463 0.0 0.9 12.5 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 5.07 21.45 0.237 0.2 0.3 4.6 0.06 I I ARM B 10.75 23.78 0.452 0.6 0.8 12.0 0.08 I I ARM C 15.76 28.16 0.560 0.9 1.3 18.3 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 6.22 19.70 0.315 0.3 0.5 6.7 0.07 I I ARM B 13.16 23.44 0.562 0.8 1.3 18.3 0.10 I I ARM C 19.30 27.72 0.696 1.3 2.2 31.9 0.12 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 6.22 19.67 0.316 0.5 0.5 6.9 0.07 I I ARM B 13.16 23.43 0.562 1.3 1.3 19.0 0.10 I I ARM C 19.30 27.71 0.697 2.2 2.3 33.8 0.12 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 5.07 21.40 0.237 0.5 0.3 4.8 0.06 I I ARM B 10.75 23.78 0.452 1.3 0.8 12.8 0.08 I I ARM C 15.76 28.15 0.560 2.3 1.3 20.0 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 4.25 22.70 0.187 0.3 0.2 3.5 0.05 I I ARM B 9.00 24.03 0.375 0.8 0.6 9.2 0.07 I I ARM C 13.20 28.47 0.464 1.3 0.9 13.4 0.07 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.2 17.15 0.3 17.30 0.5 17.45 0.5 18.00 0.3 18.15 0.2
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.6 * 17.15 0.8 * 17.30 1.3 * 17.45 1.3 * 18.00 0.8 * 18.15 0.6 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.9 * 17.15 1.3 * 17.30 2.2 ** 17.45 2.3 ** 18.00 1.3 * 18.15 0.9 *
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 466.2 I 310.8 I 29.8 I 0.06 I 29.8 I 0.06 I I B I 987.3 I 658.2 I 80.0 I 0.08 I 80.1 I 0.08 I I C I 1448.0 I 965.3 I 129.9 I 0.09 I 129.9 I 0.09 I ------I ALL I 2901.5 I 1934.3 I 239.7 I 0.08 I 239.8 I 0.08 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 12:04:10 on 05/07/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 Derby Rd-Dove Walk Mini rdbt AM.vai" (drive-on-the-left ) at 11:25:23 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Dove Walk ARM B - Dove Fields ARM C - Derby Rd SW ARM D - Derby Rd NE
MINI-ROUNDABOUT GEOMETRIC DATA ------
LIGHTING CONDITIONS : NORMAL
ROAD SURFACE CONDITION: NORMAL
------I ARM I V (m) I E (m) I Lm(M) I Vm(M) I A (M) I K (M) I G (%) I SLOPE I INTERCEPT I I I I I I I I I I I (PCU/MIN) I ------I ARM A I 2.00 I 4.00 I 10.00 I 2.00 I 8.00 I 2.50 I 0.00 I 0.515 I 14.021 I I ARM B I 4.00 I 5.00 I 5.00 I 4.00 I 11.50 I 3.50 I 0.00 I 0.585 I 14.549 I I ARM C I 2.50 I 3.50 I 15.00 I 2.50 I 16.50 I 13.00 I 0.00 I 0.538 I 14.583 I I ARM D I 3.50 I 4.40 I 2.00 I 3.50 I 10.00 I 2.50 I 0.00 I 0.548 I 15.607 I ------
V = approach half-width Lm = effective flare length A = distance between arms E = entry width Vm = minimum approach half-width K = entry corner kerb line G = gradient over 50m
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
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TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 0.49 I 0.73 I 0.49 I I ARM B I 15.00 I 45.00 I 75.00 I 1.01 I 1.52 I 1.01 I I ARM C I 15.00 I 45.00 I 75.00 I 6.38 I 9.56 I 6.38 I I ARM D I 15.00 I 45.00 I 75.00 I 6.68 I 10.01 I 6.68 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.103 I 0.205 I 0.692 I I I I 0.0 I 4.0 I 8.0 I 27.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.025 I 0.000 I 0.259 I 0.716 I I I I 2.0 I 0.0 I 21.0 I 58.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.006 I 0.137 I 0.000 I 0.857 I I I I 3.0 I 70.0 I 0.0 I 437.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.002 I 0.144 I 0.854 I 0.000 I I I I 1.0 I 77.0 I 456.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 0.49 8.90 0.055 0.0 0.1 0.8 0.12 I I ARM B 1.01 9.67 0.105 0.0 0.1 1.7 0.12 I I ARM C 6.38 12.68 0.503 0.0 1.0 14.0 0.16 I I ARM D 6.68 13.68 0.488 0.0 0.9 13.3 0.14 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 0.58 8.13 0.072 0.1 0.1 1.1 0.13 I I ARM B 1.21 8.96 0.135 0.1 0.2 2.3 0.13 I I ARM C 7.61 12.56 0.606 1.0 1.5 21.2 0.20 I I ARM D 7.97 13.58 0.587 0.9 1.4 19.8 0.18 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 0.71 7.11 0.100 0.1 0.1 1.6 0.16 I I ARM B 1.48 8.02 0.185 0.2 0.2 3.3 0.15 I I ARM C 9.32 12.40 0.752 1.5 2.8 38.1 0.31 I I ARM D 9.76 13.44 0.726 1.4 2.5 34.4 0.26 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 0.71 7.07 0.101 0.1 0.1 1.7 0.16 I I ARM B 1.48 7.98 0.186 0.2 0.2 3.4 0.15 I I ARM C 9.32 12.40 0.752 2.8 2.9 43.0 0.32 I I ARM D 9.76 13.44 0.726 2.5 2.6 38.2 0.27 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 0.58 8.07 0.072 0.1 0.1 1.2 0.13 I I ARM B 1.21 8.90 0.136 0.2 0.2 2.4 0.13 I I ARM C 7.61 12.56 0.606 2.9 1.6 25.5 0.21 I I ARM D 7.97 13.57 0.587 2.6 1.5 23.3 0.18 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 0.49 8.84 0.055 0.1 0.1 0.9 0.12 I I ARM B 1.01 9.62 0.105 0.2 0.1 1.8 0.12 I I ARM C 6.38 12.67 0.503 1.6 1.0 16.2 0.16 I I ARM D 6.68 13.67 0.488 1.5 1.0 15.2 0.14 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.1 08.15 0.1 08.30 0.1 08.45 0.1 09.00 0.1 09.15 0.1
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.1 08.15 0.2 08.30 0.2 08.45 0.2 09.00 0.2 09.15 0.1
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 1.0 * 08.15 1.5 * 08.30 2.8 *** 08.45 2.9 *** 09.00 1.6 ** 09.15 1.0 *
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QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.9 * 08.15 1.4 * 08.30 2.5 ** 08.45 2.6 *** 09.00 1.5 * 09.15 1.0 *
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 53.5 I 35.7 I 7.3 I 0.14 I 7.3 I 0.14 I I B I 111.1 I 74.0 I 14.9 I 0.13 I 14.9 I 0.13 I I C I 699.3 I 466.2 I 158.0 I 0.23 I 158.1 I 0.23 I I D I 732.2 I 488.2 I 144.1 I 0.20 I 144.2 I 0.20 I ------I ALL I 1596.1 I 1064.1 I 324.3 I 0.20 I 324.4 I 0.20 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:25:31 on 05/07/2011]
------
TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2011 Derby Rd-Dove Walk Mini rdbt PM.vao - Page 1
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 Derby Rd-Dove Walk Mini rdbt PM.vai" (drive-on-the-left ) at 11:28:50 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Dove Walk ARM B - Dove Fields ARM C - Derby Rd SW ARM D - Derby Rd NE
MINI-ROUNDABOUT GEOMETRIC DATA ------
LIGHTING CONDITIONS : NORMAL
ROAD SURFACE CONDITION: NORMAL
------I ARM I V (m) I E (m) I Lm(M) I Vm(M) I A (M) I K (M) I G (%) I SLOPE I INTERCEPT I I I I I I I I I I I (PCU/MIN) I ------I ARM A I 2.00 I 4.00 I 10.00 I 2.00 I 8.00 I 2.50 I 0.00 I 0.515 I 14.021 I I ARM B I 4.00 I 5.00 I 5.00 I 4.00 I 11.50 I 3.50 I 0.00 I 0.585 I 14.549 I I ARM C I 2.50 I 3.50 I 15.00 I 2.50 I 16.50 I 13.00 I 0.00 I 0.538 I 14.583 I I ARM D I 3.50 I 4.40 I 2.00 I 3.50 I 10.00 I 2.50 I 0.00 I 0.548 I 15.607 I ------
V = approach half-width Lm = effective flare length A = distance between arms E = entry width Vm = minimum approach half-width K = entry corner kerb line G = gradient over 50m
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
------
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TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 0.17 I 0.26 I 0.17 I I ARM B I 15.00 I 45.00 I 75.00 I 1.85 I 2.78 I 1.85 I I ARM C I 15.00 I 45.00 I 75.00 I 6.51 I 9.77 I 6.51 I I ARM D I 15.00 I 45.00 I 75.00 I 6.47 I 9.71 I 6.47 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.357 I 0.286 I 0.357 I I I I 0.0 I 5.0 I 4.0 I 5.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.014 I 0.000 I 0.601 I 0.385 I I I I 2.0 I 0.0 I 89.0 I 57.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.050 I 0.092 I 0.000 I 0.858 I I I I 26.0 I 48.0 I 0.0 I 447.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.021 I 0.056 I 0.923 I 0.000 I I I I 11.0 I 29.0 I 478.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 0.17 9.21 0.019 0.0 0.0 0.3 0.11 I I ARM B 1.85 9.70 0.191 0.0 0.2 3.4 0.13 I I ARM C 6.51 12.83 0.508 0.0 1.0 14.3 0.16 I I ARM D 6.47 13.67 0.474 0.0 0.9 12.6 0.14 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 0.21 8.49 0.025 0.0 0.0 0.4 0.12 I I ARM B 2.21 8.99 0.246 0.2 0.3 4.7 0.15 I I ARM C 7.78 12.74 0.610 1.0 1.5 21.5 0.20 I I ARM D 7.73 13.57 0.570 0.9 1.3 18.5 0.17 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 0.26 7.56 0.034 0.0 0.0 0.5 0.14 I I ARM B 2.71 8.06 0.336 0.3 0.5 7.2 0.19 I I ARM C 9.52 12.63 0.754 1.5 2.8 38.6 0.30 I I ARM D 9.47 13.43 0.705 1.3 2.3 31.4 0.24 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 0.26 7.52 0.034 0.0 0.0 0.5 0.14 I I ARM B 2.71 8.02 0.337 0.5 0.5 7.5 0.19 I I ARM C 9.52 12.63 0.754 2.8 2.9 43.6 0.32 I I ARM D 9.47 13.43 0.705 2.3 2.3 34.6 0.25 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 0.21 8.44 0.025 0.0 0.0 0.4 0.12 I I ARM B 2.21 8.94 0.247 0.5 0.3 5.2 0.15 I I ARM C 7.78 12.74 0.610 2.9 1.6 26.0 0.21 I I ARM D 7.73 13.56 0.570 2.3 1.4 21.6 0.18 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 0.17 9.16 0.019 0.0 0.0 0.3 0.11 I I ARM B 1.85 9.65 0.192 0.3 0.2 3.7 0.13 I I ARM C 6.51 12.83 0.508 1.6 1.1 16.5 0.16 I I ARM D 6.47 13.67 0.474 1.4 0.9 14.3 0.14 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.2 17.15 0.3 17.30 0.5 17.45 0.5 * 18.00 0.3 18.15 0.2
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.0 * 17.15 1.5 ** 17.30 2.8 *** 17.45 2.9 *** 18.00 1.6 ** 18.15 1.1 *
------
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QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.9 * 17.15 1.3 * 17.30 2.3 ** 17.45 2.3 ** 18.00 1.4 * 18.15 0.9 *
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 19.2 I 12.8 I 2.4 I 0.12 I 2.4 I 0.12 I I B I 202.9 I 135.3 I 31.6 I 0.16 I 31.6 I 0.16 I I C I 714.4 I 476.3 I 160.5 I 0.22 I 160.5 I 0.22 I I D I 710.3 I 473.5 I 133.0 I 0.19 I 133.0 I 0.19 I ------I ALL I 1646.8 I 1097.9 I 327.5 I 0.20 I 327.5 I 0.20 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:28:56 on 05/07/2011]
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TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2011 Dove Bank-Town Meadows rdbt AM.vao - Page 1
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 Dove Bank-Town Meadows rdbt AM.vai" (drive-on-the-left ) at 14:00:28 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Retail Access ARM B - Town Meadows Way ARM C - Dove Bank ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 5.00 I 5.00 I 20.00 I 40.00 I 30.0 I 0.581 I 23.279 I I ARM B I 5.00 I 7.00 I 23.00 I 25.00 I 40.00 I 60.0 I 0.634 I 30.025 I I ARM C I 3.00 I 5.00 I 30.00 I 45.00 I 40.00 I 56.0 I 0.547 I 21.994 I I ARM D I 7.00 I 7.00 I 0.00 I 15.00 I 40.00 I 64.0 I 0.628 I 30.603 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 1.23 I 1.84 I 1.23 I I ARM B I 15.00 I 45.00 I 75.00 I 10.20 I 15.30 I 10.20 I I ARM C I 15.00 I 45.00 I 75.00 I 4.19 I 6.28 I 4.19 I I ARM D I 15.00 I 45.00 I 75.00 I 10.07 I 15.11 I 10.07 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.378 I 0.102 I 0.520 I I I I 0.0 I 37.0 I 10.0 I 51.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.091 I 0.000 I 0.107 I 0.803 I I I I 74.0 I 0.0 I 87.0 I 655.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.194 I 0.436 I 0.000 I 0.370 I I I I 65.0 I 146.0 I 0.0 I 124.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.045 I 0.743 I 0.212 I 0.000 I I I I 36.0 I 599.0 I 171.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 1.23 14.54 0.084 0.0 0.1 1.3 0.08 I I ARM B 10.20 25.47 0.401 0.0 0.7 9.7 0.07 I I ARM C 4.19 14.69 0.285 0.0 0.4 5.7 0.09 I I ARM D 10.07 25.60 0.394 0.0 0.6 9.4 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 1.46 13.23 0.111 0.1 0.1 1.8 0.08 I I ARM B 12.18 25.10 0.485 0.7 0.9 13.7 0.08 I I ARM C 5.00 13.64 0.367 0.4 0.6 8.3 0.12 I I ARM D 12.03 25.15 0.478 0.6 0.9 13.3 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 1.79 11.46 0.156 0.1 0.2 2.7 0.10 I I ARM B 14.92 24.61 0.606 0.9 1.5 21.8 0.10 I I ARM C 6.12 12.22 0.501 0.6 1.0 14.1 0.16 I I ARM D 14.73 24.56 0.600 0.9 1.5 21.3 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 1.79 11.43 0.157 0.2 0.2 2.8 0.10 I I ARM B 14.92 24.61 0.606 1.5 1.5 22.8 0.10 I I ARM C 6.12 12.20 0.502 1.0 1.0 14.9 0.16 I I ARM D 14.73 24.55 0.600 1.5 1.5 22.3 0.10 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 1.46 13.19 0.111 0.2 0.1 1.9 0.09 I I ARM B 12.18 25.09 0.485 1.5 1.0 14.7 0.08 I I ARM C 5.00 13.61 0.367 1.0 0.6 9.1 0.12 I I ARM D 12.03 25.13 0.479 1.5 0.9 14.3 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 1.23 14.49 0.085 0.1 0.1 1.4 0.08 I I ARM B 10.20 25.45 0.401 1.0 0.7 10.3 0.07 I I ARM C 4.19 14.65 0.286 0.6 0.4 6.2 0.10 I I ARM D 10.07 25.58 0.394 0.9 0.7 10.0 0.06 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.1 08.15 0.1 08.30 0.2 08.45 0.2 09.00 0.1 09.15 0.1
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.7 * 08.15 0.9 * 08.30 1.5 ** 08.45 1.5 ** 09.00 1.0 * 09.15 0.7 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.4 08.15 0.6 * 08.30 1.0 * 08.45 1.0 * 09.00 0.6 * 09.15 0.4
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.9 * 08.30 1.5 * 08.45 1.5 * 09.00 0.9 * 09.15 0.7 *
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 134.4 I 89.6 I 12.0 I 0.09 I 12.0 I 0.09 I I B I 1118.9 I 745.9 I 93.0 I 0.08 I 93.0 I 0.08 I I C I 459.4 I 306.2 I 58.4 I 0.13 I 58.4 I 0.13 I I D I 1105.2 I 736.8 I 90.6 I 0.08 I 90.6 I 0.08 I ------I ALL I 2817.8 I 1878.6 I 254.0 I 0.09 I 254.0 I 0.09 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 14:00:33 on 05/07/2011]
------
TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2011 Dove Bank-Town Meadows rdbt PM.vao - Page 1
------
______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 Dove Bank-Town Meadows rdbt PM.vai" (drive-on-the-left ) at 14:10:47 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Retail Access ARM B - Town Meadows Way ARM C - Dove Bank ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 5.00 I 5.00 I 20.00 I 40.00 I 30.0 I 0.581 I 23.279 I I ARM B I 5.00 I 7.00 I 23.00 I 25.00 I 40.00 I 60.0 I 0.634 I 30.025 I I ARM C I 3.00 I 5.00 I 30.00 I 45.00 I 40.00 I 56.0 I 0.547 I 21.994 I I ARM D I 7.00 I 7.00 I 0.00 I 15.00 I 40.00 I 64.0 I 0.628 I 30.603 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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------
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 2.26 I 3.39 I 2.26 I I ARM B I 15.00 I 45.00 I 75.00 I 9.74 I 14.61 I 9.74 I I ARM C I 15.00 I 45.00 I 75.00 I 6.26 I 9.39 I 6.26 I I ARM D I 15.00 I 45.00 I 75.00 I 11.49 I 17.23 I 11.49 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.436 I 0.155 I 0.409 I I I I 0.0 I 79.0 I 28.0 I 74.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.122 I 0.000 I 0.199 I 0.679 I I I I 95.0 I 0.0 I 155.0 I 529.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.206 I 0.379 I 0.000 I 0.415 I I I I 103.0 I 190.0 I 0.0 I 208.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.066 I 0.765 I 0.169 I 0.000 I I I I 61.0 I 703.0 I 155.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 2.26 13.59 0.167 0.0 0.2 2.9 0.09 I I ARM B 9.74 25.27 0.385 0.0 0.6 9.1 0.06 I I ARM C 6.26 15.24 0.411 0.0 0.7 9.9 0.11 I I ARM D 11.49 24.79 0.463 0.0 0.9 12.4 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 2.70 12.09 0.223 0.2 0.3 4.2 0.11 I I ARM B 11.63 24.87 0.468 0.6 0.9 12.7 0.08 I I ARM C 7.48 14.31 0.523 0.7 1.1 15.4 0.15 I I ARM D 13.72 24.19 0.567 0.9 1.3 18.7 0.09 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 3.31 10.09 0.328 0.3 0.5 7.0 0.15 I I ARM B 14.24 24.33 0.585 0.9 1.4 20.1 0.10 I I ARM C 9.16 13.03 0.703 1.1 2.2 30.8 0.25 I I ARM D 16.80 23.40 0.718 1.3 2.5 34.6 0.15 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 3.31 10.03 0.330 0.5 0.5 7.3 0.15 I I ARM B 14.24 24.32 0.586 1.4 1.4 21.0 0.10 I I ARM C 9.16 13.02 0.704 2.2 2.3 34.2 0.26 I I ARM D 16.80 23.37 0.719 2.5 2.5 37.4 0.15 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 2.70 12.01 0.225 0.5 0.3 4.5 0.11 I I ARM B 11.63 24.85 0.468 1.4 0.9 13.7 0.08 I I ARM C 7.48 14.28 0.524 2.3 1.1 17.8 0.15 I I ARM D 13.72 24.15 0.568 2.5 1.3 20.9 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 2.26 13.52 0.167 0.3 0.2 3.1 0.09 I I ARM B 9.74 25.25 0.386 0.9 0.6 9.7 0.06 I I ARM C 6.26 15.21 0.412 1.1 0.7 11.0 0.11 I I ARM D 11.49 24.76 0.464 1.3 0.9 13.5 0.08 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.2 17.15 0.3 17.30 0.5 17.45 0.5 18.00 0.3 18.15 0.2
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.6 * 17.15 0.9 * 17.30 1.4 * 17.45 1.4 * 18.00 0.9 * 18.15 0.6 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.7 * 17.15 1.1 * 17.30 2.2 ** 17.45 2.3 ** 18.00 1.1 * 18.15 0.7 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.9 * 17.15 1.3 * 17.30 2.5 ** 17.45 2.5 *** 18.00 1.3 * 18.15 0.9 *
------
TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2011 Dove Bank-Town Meadows rdbt PM.vao - Page 4
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 248.2 I 165.5 I 28.9 I 0.12 I 28.9 I 0.12 I I B I 1068.2 I 712.1 I 86.3 I 0.08 I 86.3 I 0.08 I I C I 687.0 I 458.0 I 119.2 I 0.17 I 119.2 I 0.17 I I D I 1260.1 I 840.1 I 137.5 I 0.11 I 137.5 I 0.11 I ------I ALL I 3263.5 I 2175.7 I 371.9 I 0.11 I 371.9 I 0.11 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 14:10:52 on 05/07/2011]
------
TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2011 Dove Way-Derby Rd rdbt AM.vao - Page 1
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 Dove Way-Derby Rd rdbt AM.vai" (drive-on-the-left ) at 13:46:31 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 Derby Road ARM B - A518 South ARM C - Access Road ARM D - The Dove Way
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 3.00 I 7.00 I 15.00 I 30.00 I 38.00 I 57.0 I 0.571 I 24.033 I I ARM B I 3.50 I 7.00 I 0.00 I 10.00 I 38.00 I 70.0 I 0.594 I 28.715 I I ARM C I 2.50 I 5.00 I 10.00 I 25.00 I 38.00 I 40.0 I 0.528 I 19.149 I I ARM D I 5.50 I 10.00 I 20.00 I 25.00 I 38.00 I 56.0 I 0.735 I 37.690 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2011 Dove Way-Derby Rd rdbt AM.vao - Page 2
------
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 5.99 I 8.98 I 5.99 I I ARM B I 15.00 I 45.00 I 75.00 I 10.38 I 15.56 I 10.38 I I ARM C I 15.00 I 45.00 I 75.00 I 0.04 I 0.06 I 0.04 I I ARM D I 15.00 I 45.00 I 75.00 I 4.64 I 6.96 I 4.64 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.946 I 0.002 I 0.052 I I I I 0.0 I 453.0 I 1.0 I 25.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.586 I 0.000 I 0.000 I 0.414 I I I I 486.0 I 0.0 I 0.0 I 344.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.667 I 0.333 I 0.000 I 0.000 I I I I 2.0 I 1.0 I 0.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.049 I 0.949 I 0.003 I 0.000 I I I I 18.0 I 352.0 I 1.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 5.99 19.33 0.310 0.0 0.4 6.5 0.07 I I ARM B 10.38 25.90 0.401 0.0 0.7 9.7 0.06 I I ARM C 0.04 11.79 0.003 0.0 0.0 0.0 0.09 I I ARM D 4.64 29.79 0.156 0.0 0.2 2.7 0.04 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 7.15 18.83 0.380 0.4 0.6 8.9 0.09 I I ARM B 12.39 25.87 0.479 0.7 0.9 13.3 0.07 I I ARM C 0.04 10.68 0.004 0.0 0.0 0.1 0.09 I I ARM D 5.54 28.91 0.192 0.2 0.2 3.5 0.04 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 8.76 18.16 0.482 0.6 0.9 13.3 0.11 I I ARM B 15.17 25.81 0.588 0.9 1.4 20.4 0.09 I I ARM C 0.05 9.18 0.006 0.0 0.0 0.1 0.11 I I ARM D 6.78 27.71 0.245 0.2 0.3 4.8 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 8.76 18.15 0.482 0.9 0.9 13.8 0.11 I I ARM B 15.17 25.81 0.588 1.4 1.4 21.2 0.09 I I ARM C 0.05 9.16 0.006 0.0 0.0 0.1 0.11 I I ARM D 6.78 27.70 0.245 0.3 0.3 4.8 0.05 I I I ------
------
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------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 7.15 18.83 0.380 0.9 0.6 9.5 0.09 I I ARM B 12.39 25.86 0.479 1.4 0.9 14.3 0.07 I I ARM C 0.04 10.65 0.004 0.0 0.0 0.1 0.09 I I ARM D 5.54 28.89 0.192 0.3 0.2 3.6 0.04 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 5.99 19.32 0.310 0.6 0.5 6.9 0.08 I I ARM B 10.38 25.90 0.401 0.9 0.7 10.3 0.06 I I ARM C 0.04 11.76 0.003 0.0 0.0 0.0 0.09 I I ARM D 4.64 29.77 0.156 0.2 0.2 2.8 0.04 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.4 08.15 0.6 * 08.30 0.9 * 08.45 0.9 * 09.00 0.6 * 09.15 0.5
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.7 * 08.15 0.9 * 08.30 1.4 * 08.45 1.4 * 09.00 0.9 * 09.15 0.7 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.2 08.15 0.2 08.30 0.3 08.45 0.3 09.00 0.2 09.15 0.2
------
TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2011 Dove Way-Derby Rd rdbt AM.vao - Page 4
------
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 656.8 I 437.9 I 59.0 I 0.09 I 59.0 I 0.09 I I B I 1138.1 I 758.7 I 89.2 I 0.08 I 89.2 I 0.08 I I C I 4.1 I 2.7 I 0.4 I 0.10 I 0.4 I 0.10 I I D I 508.7 I 339.1 I 22.3 I 0.04 I 22.3 I 0.04 I ------I ALL I 2307.7 I 1538.5 I 170.9 I 0.07 I 170.9 I 0.07 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 13:46:38 on 05/07/2011]
------
TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2011 Dove Way-Derby Rd rdbt PM.vao - Page 1
------
______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2011 Dove Way-Derby Rd rdbt PM.vai" (drive-on-the-left ) at 13:51:31 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 Derby Road ARM B - A518 South ARM C - Access Road ARM D - The Dove Way
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 3.00 I 7.00 I 15.00 I 30.00 I 38.00 I 57.0 I 0.571 I 24.033 I I ARM B I 3.50 I 7.00 I 0.00 I 10.00 I 38.00 I 70.0 I 0.594 I 28.715 I I ARM C I 2.50 I 5.00 I 10.00 I 25.00 I 38.00 I 40.0 I 0.528 I 19.149 I I ARM D I 5.50 I 10.00 I 20.00 I 25.00 I 38.00 I 56.0 I 0.735 I 37.690 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2011 Dove Way-Derby Rd rdbt PM.vao - Page 2
------
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 7.07 I 10.61 I 7.07 I I ARM B I 15.00 I 45.00 I 75.00 I 10.14 I 15.21 I 10.14 I I ARM C I 15.00 I 45.00 I 75.00 I 0.03 I 0.04 I 0.03 I I ARM D I 15.00 I 45.00 I 75.00 I 4.88 I 7.31 I 4.88 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.961 I 0.002 I 0.037 I I I I 0.0 I 544.0 I 1.0 I 21.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.613 I 0.000 I 0.002 I 0.385 I I I I 497.0 I 0.0 I 2.0 I 312.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 1.000 I 0.000 I 0.000 I 0.000 I I I I 2.0 I 0.0 I 0.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.036 I 0.962 I 0.003 I 0.000 I I I I 14.0 I 375.0 I 1.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 7.07 19.17 0.369 0.0 0.6 8.4 0.08 I I ARM B 10.14 25.93 0.391 0.0 0.6 9.3 0.06 I I ARM C 0.03 11.95 0.002 0.0 0.0 0.0 0.08 I I ARM D 4.88 29.70 0.164 0.0 0.2 2.9 0.04 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 8.45 18.65 0.453 0.6 0.8 11.9 0.10 I I ARM B 12.11 25.90 0.467 0.6 0.9 12.8 0.07 I I ARM C 0.03 10.88 0.003 0.0 0.0 0.0 0.09 I I ARM D 5.82 28.80 0.202 0.2 0.3 3.7 0.04 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 10.35 17.93 0.577 0.8 1.3 19.2 0.13 I I ARM B 14.83 25.86 0.573 0.9 1.3 19.2 0.09 I I ARM C 0.04 9.42 0.004 0.0 0.0 0.1 0.11 I I ARM D 7.13 27.58 0.259 0.3 0.3 5.1 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 10.35 17.93 0.577 1.3 1.4 20.2 0.13 I I ARM B 14.83 25.85 0.573 1.3 1.3 20.0 0.09 I I ARM C 0.04 9.40 0.004 0.0 0.0 0.1 0.11 I I ARM D 7.13 27.56 0.259 0.3 0.3 5.2 0.05 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 8.45 18.64 0.453 1.4 0.8 13.0 0.10 I I ARM B 12.11 25.90 0.467 1.3 0.9 13.6 0.07 I I ARM C 0.03 10.85 0.003 0.0 0.0 0.0 0.09 I I ARM D 5.82 28.78 0.202 0.3 0.3 3.9 0.04 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 7.07 19.16 0.369 0.8 0.6 9.1 0.08 I I ARM B 10.14 25.93 0.391 0.9 0.6 9.9 0.06 I I ARM C 0.03 11.92 0.002 0.0 0.0 0.0 0.08 I I ARM D 4.88 29.67 0.164 0.3 0.2 3.0 0.04 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.6 * 17.15 0.8 * 17.30 1.3 * 17.45 1.4 * 18.00 0.8 * 18.15 0.6 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.6 * 17.15 0.9 * 17.30 1.3 * 17.45 1.3 * 18.00 0.9 * 18.15 0.6 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.2 17.15 0.3 17.30 0.3 17.45 0.3 18.00 0.3 18.15 0.2
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 776.1 I 517.4 I 81.9 I 0.11 I 81.9 I 0.11 I I B I 1112.1 I 741.4 I 84.8 I 0.08 I 84.8 I 0.08 I I C I 2.7 I 1.8 I 0.3 I 0.10 I 0.3 I 0.10 I I D I 534.8 I 356.5 I 23.8 I 0.04 I 23.8 I 0.04 I ------I ALL I 2425.7 I 1617.1 I 190.8 I 0.08 I 190.8 I 0.08 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 13:51:39 on 05/07/2011] APPENDIX I
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 A50-B518 rdbt AM.vai" (drive-on-the-left ) at 13:18:49 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - A518 ARM C - A50 West ARM D - Access Road
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 10.00 I 12.00 I 20.00 I 25.00 I 78.00 I 48.0 I 0.704 I 55.088 I I ARM B I 5.50 I 10.00 I 30.00 I 30.00 I 78.00 I 46.0 I 0.585 I 41.438 I I ARM C I 5.00 I 7.00 I 20.00 I 30.00 I 78.00 I 49.0 I 0.492 I 31.269 I I ARM D I 4.00 I 5.00 I 15.00 I 30.00 I 78.00 I 38.0 I 0.437 I 24.083 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 11.99 I 17.98 I 11.99 I I ARM B I 15.00 I 45.00 I 75.00 I 7.68 I 11.51 I 7.68 I I ARM C I 15.00 I 45.00 I 75.00 I 12.44 I 18.66 I 12.44 I I ARM D I 15.00 I 45.00 I 75.00 I 0.10 I 0.15 I 0.10 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.283 I 0.716 I 0.001 I I I I 0.0 I 271.0 I 687.0 I 1.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.432 I 0.000 I 0.568 I 0.000 I I I I 265.0 I 0.0 I 349.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.643 I 0.357 I 0.000 I 0.000 I I I I 640.0 I 355.0 I 0.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.375 I 0.000 I 0.625 I 0.000 I I I I 3.0 I 0.0 I 5.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 11.99 46.93 0.255 0.0 0.3 5.1 0.03 I I ARM B 7.68 32.61 0.235 0.0 0.3 4.5 0.04 I I ARM C 12.44 26.79 0.464 0.0 0.9 12.5 0.07 I I ARM D 0.10 15.04 0.007 0.0 0.0 0.1 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 14.31 46.31 0.309 0.3 0.4 6.6 0.03 I I ARM B 9.16 31.62 0.290 0.3 0.4 6.0 0.04 I I ARM C 14.85 26.47 0.561 0.9 1.3 18.4 0.09 I I ARM D 0.12 13.69 0.009 0.0 0.0 0.1 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 17.53 45.47 0.386 0.4 0.6 9.3 0.04 I I ARM B 11.22 30.26 0.371 0.4 0.6 8.6 0.05 I I ARM C 18.19 26.03 0.699 1.3 2.3 32.1 0.13 I I ARM D 0.15 11.86 0.012 0.0 0.0 0.2 0.09 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 17.53 45.45 0.386 0.6 0.6 9.4 0.04 I I ARM B 11.22 30.26 0.371 0.6 0.6 8.8 0.05 I I ARM C 18.19 26.03 0.699 2.3 2.3 34.1 0.13 I I ARM D 0.15 11.83 0.012 0.0 0.0 0.2 0.09 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 14.31 46.28 0.309 0.6 0.4 6.8 0.03 I I ARM B 9.16 31.61 0.290 0.6 0.4 6.2 0.04 I I ARM C 14.85 26.47 0.561 2.3 1.3 20.2 0.09 I I ARM D 0.12 13.65 0.009 0.0 0.0 0.1 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 11.99 46.91 0.256 0.4 0.3 5.2 0.03 I I ARM B 7.68 32.60 0.235 0.4 0.3 4.7 0.04 I I ARM C 12.44 26.79 0.464 1.3 0.9 13.5 0.07 I I ARM D 0.10 15.00 0.007 0.0 0.0 0.1 0.07 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.3 08.15 0.4 08.30 0.6 * 08.45 0.6 * 09.00 0.4 09.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.3 08.15 0.4 08.30 0.6 * 08.45 0.6 * 09.00 0.4 09.15 0.3
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.9 * 08.15 1.3 * 08.30 2.3 ** 08.45 2.3 ** 09.00 1.3 * 09.15 0.9 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1315.0 I 876.7 I 42.4 I 0.03 I 42.4 I 0.03 I I B I 841.9 I 561.3 I 38.9 I 0.05 I 38.9 I 0.05 I I C I 1364.4 I 909.6 I 130.6 I 0.10 I 130.7 I 0.10 I I D I 11.0 I 7.3 I 0.8 I 0.08 I 0.8 I 0.08 I ------I ALL I 3532.2 I 2354.8 I 212.8 I 0.06 I 212.8 I 0.06 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 13:18:58 on 05/07/2011]
------
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 A50-B518 rdbt PM.vai" (drive-on-the-left ) at 13:34:21 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - A518 ARM C - A50 West ARM D - Access Road
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 10.00 I 12.00 I 20.00 I 25.00 I 78.00 I 48.0 I 0.704 I 55.088 I I ARM B I 5.50 I 10.00 I 30.00 I 30.00 I 78.00 I 46.0 I 0.585 I 41.438 I I ARM C I 5.00 I 7.00 I 20.00 I 30.00 I 78.00 I 49.0 I 0.492 I 31.269 I I ARM D I 4.00 I 5.00 I 15.00 I 30.00 I 78.00 I 38.0 I 0.437 I 24.083 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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------
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 11.13 I 16.69 I 11.13 I I ARM B I 15.00 I 45.00 I 75.00 I 7.50 I 11.25 I 7.50 I I ARM C I 15.00 I 45.00 I 75.00 I 19.16 I 28.74 I 19.16 I I ARM D I 15.00 I 45.00 I 75.00 I 0.03 I 0.04 I 0.03 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.297 I 0.702 I 0.001 I I I I 0.0 I 264.0 I 625.0 I 1.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.395 I 0.000 I 0.602 I 0.003 I I I I 237.0 I 0.0 I 361.0 I 2.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.772 I 0.224 I 0.000 I 0.003 I I I I 1184.0 I 344.0 I 0.0 I 5.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.500 I 0.000 I 0.500 I 0.000 I I I I 1.0 I 0.0 I 1.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 11.13 47.07 0.236 0.0 0.3 4.6 0.03 I I ARM B 7.50 33.09 0.227 0.0 0.3 4.3 0.04 I I ARM C 19.16 26.95 0.711 0.0 2.4 33.4 0.12 I I ARM D 0.03 12.33 0.002 0.0 0.0 0.0 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 13.28 46.49 0.286 0.3 0.4 5.9 0.03 I I ARM B 8.96 32.20 0.278 0.3 0.4 5.7 0.04 I I ARM C 22.88 26.66 0.858 2.4 5.5 72.0 0.24 I I ARM D 0.03 10.48 0.003 0.0 0.0 0.0 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 16.27 45.99 0.354 0.4 0.5 8.1 0.03 I I ARM B 10.97 30.97 0.354 0.4 0.5 8.1 0.05 I I ARM C 28.02 26.27 1.067 5.5 38.6 349.5 1.03 I I ARM D 0.04 8.76 0.004 0.0 0.0 0.1 0.11 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 16.27 45.94 0.354 0.5 0.5 8.2 0.03 I I ARM B 10.97 30.96 0.354 0.5 0.5 8.2 0.05 I I ARM C 28.02 26.27 1.067 38.6 66.4 788.9 2.14 I I ARM D 0.04 8.61 0.004 0.0 0.0 0.1 0.12 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 13.28 45.92 0.289 0.5 0.4 6.2 0.03 I I ARM B 8.96 32.19 0.278 0.5 0.4 5.9 0.04 I I ARM C 22.88 26.66 0.858 66.4 15.7 615.6 1.63 I I ARM D 0.03 8.91 0.003 0.0 0.0 0.1 0.11 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 11.13 46.91 0.237 0.4 0.3 4.7 0.03 I I ARM B 7.50 33.08 0.227 0.4 0.3 4.5 0.04 I I ARM C 19.16 26.95 0.711 15.7 2.5 53.9 0.16 I I ARM D 0.03 11.87 0.002 0.0 0.0 0.0 0.08 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.4 17.30 0.5 * 17.45 0.5 * 18.00 0.4 18.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.4 17.30 0.5 * 17.45 0.5 * 18.00 0.4 18.15 0.3
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 2.4 ** 17.15 5.5 ***** 17.30 38.6 *************************************** 17.45 66.4 ****************************************************************** 18.00 15.7 **************** 18.15 2.5 ***
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1220.4 I 813.6 I 37.7 I 0.03 I 37.7 I 0.03 I I B I 822.7 I 548.5 I 36.6 I 0.04 I 36.6 I 0.04 I I C I 2102.1 I 1401.4 I 1913.3 I 0.91 I 1913.4 I 0.91 I I D I 2.7 I 1.8 I 0.3 I 0.10 I 0.3 I 0.10 I ------I ALL I 4147.9 I 2765.3 I 1987.9 I 0.48 I 1988.0 I 0.48 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 13:34:29 on 05/07/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 A50-B5030 rdbt AM.vai" (drive-on-the-left ) at 12:13:14 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - B5030 ARM C - A50 West ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 8.00 I 8.00 I 14.00 I 70.00 I 56.00 I 47.0 I 0.692 I 39.428 I I ARM B I 5.00 I 6.00 I 24.00 I 30.00 I 56.00 I 42.0 I 0.579 I 28.953 I I ARM C I 7.00 I 8.00 I 11.00 I 30.00 I 56.00 I 57.0 I 0.643 I 36.223 I I ARM D I 7.00 I 10.00 I 25.00 I 20.00 I 56.00 I 54.0 I 0.709 I 42.441 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 13.00 I 19.50 I 13.00 I I ARM B I 15.00 I 45.00 I 75.00 I 6.41 I 9.62 I 6.41 I I ARM C I 15.00 I 45.00 I 75.00 I 9.96 I 14.94 I 9.96 I I ARM D I 15.00 I 45.00 I 75.00 I 12.11 I 18.17 I 12.11 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.189 I 0.406 I 0.405 I I I I 0.0 I 197.0 I 422.0 I 421.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.347 I 0.000 I 0.380 I 0.273 I I I I 178.0 I 0.0 I 195.0 I 140.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.604 I 0.177 I 0.000 I 0.220 I I I I 481.0 I 141.0 I 0.0 I 175.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.349 I 0.337 I 0.314 I 0.000 I I I I 338.0 I 327.0 I 304.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 13.00 29.19 0.445 0.0 0.8 11.6 0.06 I I ARM B 6.41 18.05 0.355 0.0 0.5 7.9 0.09 I I ARM C 9.96 27.02 0.369 0.0 0.6 8.5 0.06 I I ARM D 12.11 31.53 0.384 0.0 0.6 9.1 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 15.52 27.88 0.557 0.8 1.2 18.1 0.08 I I ARM B 7.66 16.43 0.466 0.5 0.9 12.5 0.11 I I ARM C 11.90 25.85 0.460 0.6 0.8 12.4 0.07 I I ARM D 14.46 30.13 0.480 0.6 0.9 13.4 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 19.01 26.10 0.728 1.2 2.6 36.5 0.14 I I ARM B 9.38 14.24 0.659 0.9 1.9 25.9 0.20 I I ARM C 14.57 24.29 0.600 0.8 1.5 21.2 0.10 I I ARM D 17.71 28.26 0.627 0.9 1.7 23.8 0.09 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 19.01 26.07 0.729 2.6 2.6 39.4 0.14 I I ARM B 9.38 14.19 0.661 1.9 1.9 28.3 0.21 I I ARM C 14.57 24.24 0.601 1.5 1.5 22.3 0.10 I I ARM D 17.71 28.22 0.628 1.7 1.7 25.0 0.10 I I I ------
------
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------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 15.52 27.84 0.558 2.6 1.3 19.9 0.08 I I ARM B 7.66 16.36 0.468 1.9 0.9 14.0 0.12 I I ARM C 11.90 25.79 0.461 1.5 0.9 13.3 0.07 I I ARM D 14.46 30.08 0.481 1.7 0.9 14.4 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 13.00 29.15 0.446 1.3 0.8 12.5 0.06 I I ARM B 6.41 18.00 0.356 0.9 0.6 8.6 0.09 I I ARM C 9.96 26.97 0.369 0.9 0.6 9.0 0.06 I I ARM D 12.11 31.48 0.385 0.9 0.6 9.6 0.05 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.8 * 08.15 1.2 * 08.30 2.6 *** 08.45 2.6 *** 09.00 1.3 * 09.15 0.8 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.5 * 08.15 0.9 * 08.30 1.9 ** 08.45 1.9 ** 09.00 0.9 * 09.15 0.6 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.8 * 08.30 1.5 * 08.45 1.5 * 09.00 0.9 * 09.15 0.6 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.9 * 08.30 1.7 ** 08.45 1.7 ** 09.00 0.9 * 09.15 0.6 *
------
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------
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1426.1 I 950.7 I 137.9 I 0.10 I 137.9 I 0.10 I I B I 703.4 I 469.0 I 97.3 I 0.14 I 97.3 I 0.14 I I C I 1092.9 I 728.6 I 86.8 I 0.08 I 86.8 I 0.08 I I D I 1328.7 I 885.8 I 95.3 I 0.07 I 95.3 I 0.07 I ------I ALL I 4551.0 I 3034.0 I 417.3 I 0.09 I 417.3 I 0.09 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 12:13:23 on 05/07/2011]
------
TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2021 A50-B5030 rdbt PM.vao - Page 1
------
______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 A50-B5030 rdbt PM.vai" (drive-on-the-left ) at 12:19:06 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - B5030 ARM C - A50 West ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 8.00 I 8.00 I 14.00 I 70.00 I 56.00 I 47.0 I 0.692 I 39.428 I I ARM B I 5.00 I 6.00 I 24.00 I 30.00 I 56.00 I 42.0 I 0.579 I 28.953 I I ARM C I 7.00 I 8.00 I 11.00 I 30.00 I 56.00 I 57.0 I 0.643 I 36.223 I I ARM D I 7.00 I 10.00 I 25.00 I 20.00 I 56.00 I 54.0 I 0.709 I 42.441 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2021 A50-B5030 rdbt PM.vao - Page 2
------
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 12.24 I 18.36 I 12.24 I I ARM B I 15.00 I 45.00 I 75.00 I 7.36 I 11.04 I 7.36 I I ARM C I 15.00 I 45.00 I 75.00 I 13.18 I 19.76 I 13.18 I I ARM D I 15.00 I 45.00 I 75.00 I 15.07 I 22.61 I 15.07 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.203 I 0.413 I 0.384 I I I I 0.0 I 199.0 I 404.0 I 376.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.365 I 0.000 I 0.243 I 0.392 I I I I 215.0 I 0.0 I 143.0 I 231.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.586 I 0.195 I 0.000 I 0.218 I I I I 618.0 I 206.0 I 0.0 I 230.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.567 I 0.236 I 0.197 I 0.000 I I I I 684.0 I 285.0 I 237.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 12.24 29.57 0.414 0.0 0.7 10.3 0.06 I I ARM B 7.36 18.99 0.388 0.0 0.6 9.1 0.09 I I ARM C 13.18 26.35 0.500 0.0 1.0 14.3 0.08 I I ARM D 15.07 29.42 0.512 0.0 1.0 15.1 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 14.61 28.34 0.516 0.7 1.1 15.4 0.07 I I ARM B 8.79 17.55 0.501 0.6 1.0 14.3 0.11 I I ARM C 15.73 25.06 0.628 1.0 1.7 23.8 0.11 I I ARM D 18.00 27.62 0.652 1.0 1.8 26.3 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 17.90 26.74 0.669 1.1 2.0 28.3 0.11 I I ARM B 10.77 15.62 0.689 1.0 2.1 29.6 0.20 I I ARM C 19.27 23.32 0.826 1.7 4.4 58.3 0.23 I I ARM D 22.05 25.24 0.873 1.8 6.0 77.3 0.27 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 17.90 26.64 0.672 2.0 2.0 30.1 0.11 I I ARM B 10.77 15.56 0.692 2.1 2.2 32.5 0.21 I I ARM C 19.27 23.27 0.828 4.4 4.6 67.6 0.25 I I ARM D 22.05 25.13 0.877 6.0 6.6 95.3 0.31 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 14.61 28.20 0.518 2.0 1.1 16.8 0.07 I I ARM B 8.79 17.47 0.503 2.2 1.0 16.2 0.12 I I ARM C 15.73 24.99 0.630 4.6 1.7 27.9 0.11 I I ARM D 18.00 27.47 0.655 6.6 1.9 32.2 0.11 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 12.24 29.52 0.415 1.1 0.7 10.9 0.06 I I ARM B 7.36 18.94 0.389 1.0 0.6 9.9 0.09 I I ARM C 13.18 26.30 0.501 1.7 1.0 15.7 0.08 I I ARM D 15.07 29.34 0.514 1.9 1.1 16.5 0.07 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.7 * 17.15 1.1 * 17.30 2.0 ** 17.45 2.0 ** 18.00 1.1 * 18.15 0.7 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.6 * 17.15 1.0 * 17.30 2.1 ** 17.45 2.2 ** 18.00 1.0 * 18.15 0.6 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.0 * 17.15 1.7 ** 17.30 4.4 **** 17.45 4.6 ***** 18.00 1.7 ** 18.15 1.0 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.0 * 17.15 1.8 ** 17.30 6.0 ****** 17.45 6.6 ******* 18.00 1.9 ** 18.15 1.1 *
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1342.4 I 894.9 I 111.8 I 0.08 I 111.8 I 0.08 I I B I 807.6 I 538.4 I 111.6 I 0.14 I 111.6 I 0.14 I I C I 1445.3 I 963.5 I 207.7 I 0.14 I 207.7 I 0.14 I I D I 1653.7 I 1102.5 I 262.7 I 0.16 I 262.7 I 0.16 I ------I ALL I 5249.0 I 3499.3 I 693.7 I 0.13 I 693.8 I 0.13 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 12:19:11 on 05/07/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 A518-B5030 Spath rdbt AM.vai" (drive-on-the-left ) at 12:01:18 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: A518/B5030 Spath Rdbt LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 The Dove Way ARM B - A518 ARM C - B5030
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 8.00 I 30.00 I 35.00 I 58.00 I 54.0 I 0.593 I 32.218 I I ARM B I 5.00 I 6.00 I 15.00 I 45.00 I 58.00 I 53.0 I 0.549 I 27.864 I I ARM C I 4.50 I 8.00 I 30.00 I 40.00 I 58.00 I 57.0 I 0.600 I 33.131 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 5.43 I 8.14 I 5.43 I I ARM B I 15.00 I 45.00 I 75.00 I 9.06 I 13.59 I 9.06 I I ARM C I 15.00 I 45.00 I 75.00 I 10.81 I 16.22 I 10.81 I ------
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ------I 07.45 - 09.15 I I I I I I I ARM A I 0.000 I 0.558 I 0.442 I I I I 0.0 I 242.0 I 192.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM B I 0.390 I 0.000 I 0.610 I I I I 283.0 I 0.0 I 442.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM C I 0.190 I 0.810 I 0.000 I I I I 164.0 I 701.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 5.43 24.12 0.225 0.0 0.3 4.2 0.05 I I ARM B 9.06 24.02 0.377 0.0 0.6 8.8 0.07 I I ARM C 10.81 28.00 0.386 0.0 0.6 9.1 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 6.48 23.10 0.280 0.3 0.4 5.7 0.06 I I ARM B 10.82 23.76 0.455 0.6 0.8 12.1 0.08 I I ARM C 12.91 27.59 0.468 0.6 0.9 12.8 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 7.93 21.71 0.365 0.4 0.6 8.4 0.07 I I ARM B 13.25 23.41 0.566 0.8 1.3 18.6 0.10 I I ARM C 15.81 27.02 0.585 0.9 1.4 20.2 0.09 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 7.93 21.69 0.366 0.6 0.6 8.6 0.07 I I ARM B 13.25 23.40 0.566 1.3 1.3 19.4 0.10 I I ARM C 15.81 27.01 0.585 1.4 1.4 21.0 0.09 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 6.48 23.07 0.281 0.6 0.4 6.0 0.06 I I ARM B 10.82 23.75 0.456 1.3 0.8 13.0 0.08 I I ARM C 12.91 27.58 0.468 1.4 0.9 13.7 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 5.43 24.09 0.225 0.4 0.3 4.4 0.05 I I ARM B 9.06 24.01 0.377 0.8 0.6 9.4 0.07 I I ARM C 10.81 27.99 0.386 0.9 0.6 9.7 0.06 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.3 08.15 0.4 08.30 0.6 * 08.45 0.6 * 09.00 0.4 09.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.8 * 08.30 1.3 * 08.45 1.3 * 09.00 0.8 * 09.15 0.6 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.9 * 08.30 1.4 * 08.45 1.4 * 09.00 0.9 * 09.15 0.6 *
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 595.1 I 396.7 I 37.4 I 0.06 I 37.4 I 0.06 I I B I 994.1 I 662.8 I 81.3 I 0.08 I 81.3 I 0.08 I I C I 1186.1 I 790.7 I 86.4 I 0.07 I 86.5 I 0.07 I ------I ALL I 2775.3 I 1850.2 I 205.2 I 0.07 I 205.2 I 0.07 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 12:01:23 on 05/07/2011]
------
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 A518-B5030 Spath rdbt PM.vai" (drive-on-the-left ) at 12:05:37 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: A518/B5030 Spath Rdbt LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 The Dove Way ARM B - A518 ARM C - B5030
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 8.00 I 30.00 I 35.00 I 58.00 I 54.0 I 0.593 I 32.218 I I ARM B I 5.00 I 6.00 I 15.00 I 45.00 I 58.00 I 53.0 I 0.549 I 27.864 I I ARM C I 4.50 I 8.00 I 30.00 I 40.00 I 58.00 I 57.0 I 0.600 I 33.131 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 4.95 I 7.42 I 4.95 I I ARM B I 15.00 I 45.00 I 75.00 I 10.48 I 15.71 I 10.48 I I ARM C I 15.00 I 45.00 I 75.00 I 15.35 I 23.03 I 15.35 I ------
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ------I 16.45 - 18.15 I I I I I I I ARM A I 0.000 I 0.444 I 0.556 I I I I 0.0 I 176.0 I 220.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM B I 0.304 I 0.000 I 0.696 I I I I 255.0 I 0.0 I 583.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM C I 0.159 I 0.841 I 0.000 I I I I 195.0 I 1033.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 4.95 21.68 0.228 0.0 0.3 4.3 0.06 I I ARM B 10.48 23.83 0.440 0.0 0.8 11.3 0.07 I I ARM C 15.35 28.21 0.544 0.0 1.2 17.0 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 5.91 20.17 0.293 0.3 0.4 6.1 0.07 I I ARM B 12.51 23.53 0.532 0.8 1.1 16.3 0.09 I I ARM C 18.33 27.84 0.658 1.2 1.9 27.2 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 7.24 18.18 0.398 0.4 0.7 9.6 0.09 I I ARM B 15.32 23.13 0.662 1.1 1.9 27.3 0.13 I I ARM C 22.45 27.33 0.821 1.9 4.3 58.2 0.19 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 7.24 18.10 0.400 0.7 0.7 9.9 0.09 I I ARM B 15.32 23.12 0.663 1.9 1.9 28.9 0.13 I I ARM C 22.45 27.32 0.822 4.3 4.4 65.8 0.20 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 5.91 20.07 0.295 0.7 0.4 6.4 0.07 I I ARM B 12.51 23.52 0.532 1.9 1.1 17.9 0.09 I I ARM C 18.33 27.82 0.659 4.4 2.0 31.4 0.11 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 4.95 21.61 0.229 0.4 0.3 4.6 0.06 I I ARM B 10.48 23.82 0.440 1.1 0.8 12.2 0.08 I I ARM C 15.35 28.20 0.544 2.0 1.2 18.7 0.08 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.4 17.30 0.7 * 17.45 0.7 * 18.00 0.4 18.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.8 * 17.15 1.1 * 17.30 1.9 ** 17.45 1.9 ** 18.00 1.1 * 18.15 0.8 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.2 * 17.15 1.9 ** 17.30 4.3 **** 17.45 4.4 **** 18.00 2.0 ** 18.15 1.2 *
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 543.0 I 362.0 I 40.8 I 0.08 I 40.8 I 0.08 I I B I 1149.1 I 766.0 I 114.0 I 0.10 I 114.0 I 0.10 I I C I 1683.8 I 1122.6 I 218.3 I 0.13 I 218.3 I 0.13 I ------I ALL I 3375.9 I 2250.6 I 373.1 I 0.11 I 373.1 I 0.11 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 12:05:43 on 05/07/2011]
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TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2021 Derby Rd-Dove Walk Mini rdbt AM.vao - Page 1
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 Derby Rd-Dove Walk Mini rdbt AM.vai" (drive-on-the-left ) at 11:31:46 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Dove Walk ARM B - Dove Fields ARM C - Derby Rd SW ARM D - Derby Rd NE
MINI-ROUNDABOUT GEOMETRIC DATA ------
LIGHTING CONDITIONS : NORMAL
ROAD SURFACE CONDITION: NORMAL
------I ARM I V (m) I E (m) I Lm(M) I Vm(M) I A (M) I K (M) I G (%) I SLOPE I INTERCEPT I I I I I I I I I I I (PCU/MIN) I ------I ARM A I 2.00 I 4.00 I 10.00 I 2.00 I 8.00 I 2.50 I 0.00 I 0.515 I 14.021 I I ARM B I 4.00 I 5.00 I 5.00 I 4.00 I 11.50 I 3.50 I 0.00 I 0.585 I 14.549 I I ARM C I 2.50 I 3.50 I 15.00 I 2.50 I 16.50 I 13.00 I 0.00 I 0.538 I 14.583 I I ARM D I 3.50 I 4.40 I 2.00 I 3.50 I 10.00 I 2.50 I 0.00 I 0.548 I 15.607 I ------
V = approach half-width Lm = effective flare length A = distance between arms E = entry width Vm = minimum approach half-width K = entry corner kerb line G = gradient over 50m
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
------
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TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 0.56 I 0.84 I 0.56 I I ARM B I 15.00 I 45.00 I 75.00 I 1.16 I 1.74 I 1.16 I I ARM C I 15.00 I 45.00 I 75.00 I 7.36 I 11.04 I 7.36 I I ARM D I 15.00 I 45.00 I 75.00 I 7.71 I 11.57 I 7.71 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.111 I 0.200 I 0.689 I I I I 0.0 I 5.0 I 9.0 I 31.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.022 I 0.000 I 0.258 I 0.720 I I I I 2.0 I 0.0 I 24.0 I 67.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.005 I 0.138 I 0.000 I 0.857 I I I I 3.0 I 81.0 I 0.0 I 505.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.002 I 0.144 I 0.854 I 0.000 I I I I 1.0 I 89.0 I 527.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 0.56 8.31 0.068 0.0 0.1 1.0 0.13 I I ARM B 1.16 9.13 0.127 0.0 0.1 2.1 0.13 I I ARM C 7.36 12.59 0.585 0.0 1.4 19.0 0.19 I I ARM D 7.71 13.61 0.567 0.0 1.3 17.9 0.17 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 0.67 7.42 0.091 0.1 0.1 1.4 0.15 I I ARM B 1.39 8.31 0.167 0.1 0.2 2.9 0.14 I I ARM C 8.79 12.46 0.706 1.4 2.3 31.5 0.26 I I ARM D 9.21 13.49 0.683 1.3 2.1 28.8 0.23 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 0.82 6.29 0.131 0.1 0.1 2.2 0.18 I I ARM B 1.70 7.26 0.234 0.2 0.3 4.4 0.18 I I ARM C 10.77 12.28 0.877 2.3 5.6 69.6 0.52 I I ARM D 11.28 13.35 0.845 2.1 4.7 59.9 0.42 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 0.82 6.20 0.133 0.1 0.2 2.3 0.19 I I ARM B 1.70 7.18 0.237 0.3 0.3 4.6 0.18 I I ARM C 10.77 12.27 0.877 5.6 6.2 89.1 0.61 I I ARM D 11.28 13.33 0.846 4.7 5.0 73.0 0.47 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 0.67 7.28 0.092 0.2 0.1 1.6 0.15 I I ARM B 1.39 8.19 0.170 0.3 0.2 3.2 0.15 I I ARM C 8.79 12.45 0.706 6.2 2.5 43.8 0.31 I I ARM D 9.21 13.47 0.684 5.0 2.3 37.7 0.26 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 0.56 8.22 0.068 0.1 0.1 1.1 0.13 I I ARM B 1.16 9.05 0.128 0.2 0.1 2.3 0.13 I I ARM C 7.36 12.58 0.585 2.5 1.5 23.2 0.20 I I ARM D 7.71 13.59 0.567 2.3 1.3 21.3 0.17 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.1 08.15 0.1 08.30 0.1 08.45 0.2 09.00 0.1 09.15 0.1
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.1 08.15 0.2 08.30 0.3 08.45 0.3 09.00 0.2 09.15 0.1
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 1.4 * 08.15 2.3 ** 08.30 5.6 ****** 08.45 6.2 ****** 09.00 2.5 *** 09.15 1.5 *
------
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QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 1.3 * 08.15 2.1 ** 08.30 4.7 ***** 08.45 5.0 ***** 09.00 2.3 ** 09.15 1.3 *
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 61.7 I 41.1 I 9.6 I 0.16 I 9.6 I 0.16 I I B I 127.5 I 85.0 I 19.4 I 0.15 I 19.4 I 0.15 I I C I 807.6 I 538.4 I 276.2 I 0.34 I 276.3 I 0.34 I I D I 846.0 I 564.0 I 238.6 I 0.28 I 238.7 I 0.28 I ------I ALL I 1842.9 I 1228.6 I 543.8 I 0.30 I 544.0 I 0.30 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:31:52 on 05/07/2011]
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TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2021 Derby Rd-Dove Walk Mini rdbt PM.vao - Page 1
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 Derby Rd-Dove Walk Mini rdbt PM.vai" (drive-on-the-left ) at 11:49:17 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Dove Walk ARM B - Dove Fields ARM C - Derby Rd SW ARM D - Derby Rd NE
MINI-ROUNDABOUT GEOMETRIC DATA ------
LIGHTING CONDITIONS : NORMAL
ROAD SURFACE CONDITION: NORMAL
------I ARM I V (m) I E (m) I Lm(M) I Vm(M) I A (M) I K (M) I G (%) I SLOPE I INTERCEPT I I I I I I I I I I I (PCU/MIN) I ------I ARM A I 2.00 I 4.00 I 10.00 I 2.00 I 8.00 I 2.50 I 0.00 I 0.515 I 14.021 I I ARM B I 4.00 I 5.00 I 5.00 I 4.00 I 11.50 I 3.50 I 0.00 I 0.585 I 14.549 I I ARM C I 2.50 I 3.50 I 15.00 I 2.50 I 16.50 I 13.00 I 0.00 I 0.538 I 14.583 I I ARM D I 3.50 I 4.40 I 2.00 I 3.50 I 10.00 I 2.50 I 0.00 I 0.548 I 15.607 I ------
V = approach half-width Lm = effective flare length A = distance between arms E = entry width Vm = minimum approach half-width K = entry corner kerb line G = gradient over 50m
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
------
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TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 0.21 I 0.32 I 0.21 I I ARM B I 15.00 I 45.00 I 75.00 I 2.15 I 3.23 I 2.15 I I ARM C I 15.00 I 45.00 I 75.00 I 7.57 I 11.36 I 7.57 I I ARM D I 15.00 I 45.00 I 75.00 I 7.54 I 11.31 I 7.54 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.353 I 0.294 I 0.353 I I I I 0.0 I 6.0 I 5.0 I 6.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.012 I 0.000 I 0.605 I 0.384 I I I I 2.0 I 0.0 I 104.0 I 66.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.050 I 0.092 I 0.000 I 0.858 I I I I 30.0 I 56.0 I 0.0 I 520.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.022 I 0.056 I 0.922 I 0.000 I I I I 13.0 I 34.0 I 556.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 0.21 8.63 0.025 0.0 0.0 0.4 0.12 I I ARM B 2.15 9.13 0.236 0.0 0.3 4.4 0.14 I I ARM C 7.57 12.76 0.593 0.0 1.4 19.7 0.19 I I ARM D 7.54 13.59 0.554 0.0 1.2 17.1 0.16 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 0.25 7.81 0.033 0.0 0.0 0.5 0.13 I I ARM B 2.57 8.31 0.309 0.3 0.4 6.4 0.17 I I ARM C 9.05 12.67 0.714 1.4 2.4 32.7 0.27 I I ARM D 9.00 13.47 0.668 1.2 1.9 27.1 0.22 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 0.31 6.75 0.046 0.0 0.0 0.7 0.16 I I ARM B 3.14 7.25 0.434 0.4 0.7 10.6 0.24 I I ARM C 11.08 12.53 0.884 2.4 5.9 72.6 0.53 I I ARM D 11.02 13.33 0.827 1.9 4.2 54.6 0.38 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 0.31 6.68 0.047 0.0 0.0 0.7 0.16 I I ARM B 3.14 7.18 0.438 0.7 0.8 11.4 0.25 I I ARM C 11.08 12.53 0.884 5.9 6.5 93.8 0.63 I I ARM D 11.02 13.31 0.828 4.2 4.5 65.3 0.43 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 0.25 7.69 0.033 0.0 0.0 0.5 0.13 I I ARM B 2.57 8.19 0.313 0.8 0.5 7.3 0.18 I I ARM C 9.05 12.66 0.715 6.5 2.7 46.0 0.32 I I ARM D 9.00 13.45 0.669 4.5 2.1 34.7 0.24 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 0.21 8.56 0.025 0.0 0.0 0.4 0.12 I I ARM B 2.15 9.05 0.237 0.5 0.3 4.9 0.15 I I ARM C 7.57 12.76 0.594 2.7 1.5 24.1 0.20 I I ARM D 7.54 13.58 0.555 2.1 1.3 20.2 0.17 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.4 17.30 0.7 * 17.45 0.8 * 18.00 0.5 18.15 0.3
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.4 * 17.15 2.4 ** 17.30 5.9 ****** 17.45 6.5 ******* 18.00 2.7 *** 18.15 1.5 **
------
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QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.2 * 17.15 1.9 ** 17.30 4.2 **** 17.45 4.5 **** 18.00 2.1 ** 18.15 1.3 *
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 23.3 I 15.5 I 3.2 I 0.14 I 3.2 I 0.14 I I B I 235.8 I 157.2 I 44.9 I 0.19 I 44.9 I 0.19 I I C I 831.0 I 554.0 I 288.9 I 0.35 I 289.0 I 0.35 I I D I 826.8 I 551.2 I 219.1 I 0.26 I 219.1 I 0.27 I ------I ALL I 1917.0 I 1278.0 I 556.1 I 0.29 I 556.3 I 0.29 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:49:22 on 05/07/2011]
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TRL TRL VIEWER 3.0 AC t:\M-EC Job Book\20111\capacity assessments\2021 Dove Bank-Town Meadows rdbt AM.vao - Page 1
------
______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 Dove Bank-Town Meadows rdbt AM.vai" (drive-on-the-left ) at 14:03:38 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Retail Access ARM B - Town Meadows Way ARM C - Dove Bank ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 5.00 I 5.00 I 20.00 I 40.00 I 30.0 I 0.581 I 23.279 I I ARM B I 5.00 I 7.00 I 23.00 I 25.00 I 40.00 I 60.0 I 0.634 I 30.025 I I ARM C I 3.00 I 5.00 I 30.00 I 45.00 I 40.00 I 56.0 I 0.547 I 21.994 I I ARM D I 7.00 I 7.00 I 0.00 I 15.00 I 40.00 I 64.0 I 0.628 I 30.603 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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------
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 1.42 I 2.14 I 1.42 I I ARM B I 15.00 I 45.00 I 75.00 I 11.81 I 17.72 I 11.81 I I ARM C I 15.00 I 45.00 I 75.00 I 4.84 I 7.26 I 4.84 I I ARM D I 15.00 I 45.00 I 75.00 I 11.66 I 17.49 I 11.66 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.377 I 0.105 I 0.518 I I I I 0.0 I 43.0 I 12.0 I 59.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.091 I 0.000 I 0.107 I 0.802 I I I I 86.0 I 0.0 I 101.0 I 758.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.194 I 0.437 I 0.000 I 0.370 I I I I 75.0 I 169.0 I 0.0 I 143.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.045 I 0.743 I 0.212 I 0.000 I I I I 42.0 I 693.0 I 198.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 1.42 13.50 0.106 0.0 0.1 1.7 0.08 I I ARM B 11.81 25.18 0.469 0.0 0.9 12.7 0.07 I I ARM C 4.84 13.85 0.349 0.0 0.5 7.7 0.11 I I ARM D 11.66 25.25 0.462 0.0 0.9 12.4 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 1.70 11.99 0.142 0.1 0.2 2.4 0.10 I I ARM B 14.11 24.76 0.570 0.9 1.3 19.0 0.09 I I ARM C 5.78 12.64 0.457 0.5 0.8 11.9 0.14 I I ARM D 13.93 24.74 0.563 0.9 1.3 18.5 0.09 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 2.08 9.95 0.209 0.2 0.3 3.8 0.13 I I ARM B 17.28 24.19 0.714 1.3 2.4 34.1 0.14 I I ARM C 7.07 11.01 0.643 0.8 1.7 23.9 0.25 I I ARM D 17.06 24.06 0.709 1.3 2.4 33.3 0.14 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 2.08 9.90 0.210 0.3 0.3 4.0 0.13 I I ARM B 17.28 24.18 0.714 2.4 2.5 36.7 0.14 I I ARM C 7.07 10.97 0.645 1.7 1.8 26.3 0.26 I I ARM D 17.06 24.03 0.710 2.4 2.4 35.8 0.14 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 1.70 11.91 0.143 0.3 0.2 2.6 0.10 I I ARM B 14.11 24.74 0.570 2.5 1.3 21.0 0.10 I I ARM C 5.78 12.59 0.459 1.8 0.9 13.6 0.15 I I ARM D 13.93 24.70 0.564 2.4 1.3 20.5 0.09 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 1.42 13.44 0.106 0.2 0.1 1.8 0.08 I I ARM B 11.81 25.16 0.470 1.3 0.9 13.8 0.08 I I ARM C 4.84 13.81 0.350 0.9 0.5 8.5 0.11 I I ARM D 11.66 25.22 0.462 1.3 0.9 13.4 0.07 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.1 08.15 0.2 08.30 0.3 08.45 0.3 09.00 0.2 09.15 0.1
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.9 * 08.15 1.3 * 08.30 2.4 ** 08.45 2.5 ** 09.00 1.3 * 09.15 0.9 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.5 * 08.15 0.8 * 08.30 1.7 ** 08.45 1.8 ** 09.00 0.9 * 09.15 0.5 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.9 * 08.15 1.3 * 08.30 2.4 ** 08.45 2.4 ** 09.00 1.3 * 09.15 0.9 *
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 156.3 I 104.2 I 16.3 I 0.10 I 16.3 I 0.10 I I B I 1295.8 I 863.9 I 137.2 I 0.11 I 137.3 I 0.11 I I C I 530.7 I 353.8 I 91.8 I 0.17 I 91.9 I 0.17 I I D I 1279.3 I 852.9 I 133.8 I 0.10 I 133.8 I 0.10 I ------I ALL I 3262.1 I 2174.7 I 379.2 I 0.12 I 379.3 I 0.12 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 14:05:20 on 05/07/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 Dove Bank-Town Meadows rdbt PM.vai" (drive-on-the-left ) at 14:12:40 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Retail Access ARM B - Town Meadows Way ARM C - Dove Bank ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 5.00 I 5.00 I 20.00 I 40.00 I 30.0 I 0.581 I 23.279 I I ARM B I 5.00 I 7.00 I 23.00 I 25.00 I 40.00 I 60.0 I 0.634 I 30.025 I I ARM C I 3.00 I 5.00 I 30.00 I 45.00 I 40.00 I 56.0 I 0.547 I 21.994 I I ARM D I 7.00 I 7.00 I 0.00 I 15.00 I 40.00 I 64.0 I 0.628 I 30.603 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 2.64 I 3.96 I 2.64 I I ARM B I 15.00 I 45.00 I 75.00 I 11.31 I 16.97 I 11.31 I I ARM C I 15.00 I 45.00 I 75.00 I 7.29 I 10.93 I 7.29 I I ARM D I 15.00 I 45.00 I 75.00 I 13.36 I 20.04 I 13.36 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.436 I 0.156 I 0.408 I I I I 0.0 I 92.0 I 33.0 I 86.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.122 I 0.000 I 0.199 I 0.680 I I I I 110.0 I 0.0 I 180.0 I 615.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.206 I 0.379 I 0.000 I 0.415 I I I I 120.0 I 221.0 I 0.0 I 242.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.066 I 0.765 I 0.168 I 0.000 I I I I 71.0 I 818.0 I 180.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 2.64 12.36 0.213 0.0 0.3 3.9 0.10 I I ARM B 11.31 24.94 0.454 0.0 0.8 11.9 0.07 I I ARM C 7.29 14.48 0.503 0.0 1.0 14.1 0.14 I I ARM D 13.36 24.31 0.550 0.0 1.2 17.3 0.09 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 3.15 10.63 0.296 0.3 0.4 6.0 0.13 I I ARM B 13.51 24.48 0.552 0.8 1.2 17.7 0.09 I I ARM C 8.70 13.39 0.650 1.0 1.8 25.1 0.21 I I ARM D 15.96 23.61 0.676 1.2 2.0 28.9 0.13 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 3.86 8.41 0.459 0.4 0.8 11.7 0.22 I I ARM B 16.54 23.87 0.693 1.2 2.2 31.1 0.13 I I ARM C 10.66 11.92 0.894 1.8 6.2 73.8 0.56 I I ARM D 19.54 22.76 0.859 2.0 5.4 70.0 0.27 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 3.86 8.25 0.468 0.8 0.9 12.8 0.23 I I ARM B 16.54 23.84 0.694 2.2 2.2 33.3 0.14 I I ARM C 10.66 11.89 0.896 6.2 7.1 100.5 0.71 I I ARM D 19.54 22.67 0.862 5.4 5.8 84.5 0.31 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 3.15 10.38 0.303 0.9 0.4 6.9 0.14 I I ARM B 13.51 24.43 0.553 2.2 1.3 19.5 0.09 I I ARM C 8.70 13.34 0.652 7.1 2.0 35.4 0.25 I I ARM D 15.96 23.46 0.680 5.8 2.2 35.9 0.14 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 2.64 12.26 0.215 0.4 0.3 4.3 0.10 I I ARM B 11.31 24.92 0.454 1.3 0.8 12.9 0.07 I I ARM C 7.29 14.44 0.505 2.0 1.0 16.4 0.14 I I ARM D 13.36 24.25 0.551 2.2 1.2 19.4 0.09 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.4 17.30 0.8 * 17.45 0.9 * 18.00 0.4 18.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.8 * 17.15 1.2 * 17.30 2.2 ** 17.45 2.2 ** 18.00 1.3 * 18.15 0.8 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.0 * 17.15 1.8 ** 17.30 6.2 ****** 17.45 7.1 ******* 18.00 2.0 ** 18.15 1.0 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.2 * 17.15 2.0 ** 17.30 5.4 ***** 17.45 5.8 ****** 18.00 2.2 ** 18.15 1.2 *
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 289.3 I 192.9 I 45.6 I 0.16 I 45.6 I 0.16 I I B I 1240.9 I 827.3 I 126.5 I 0.10 I 126.5 I 0.10 I I C I 799.4 I 532.9 I 265.3 I 0.33 I 265.3 I 0.33 I I D I 1465.8 I 977.2 I 256.1 I 0.17 I 256.1 I 0.17 I ------I ALL I 3795.5 I 2530.3 I 693.4 I 0.18 I 693.5 I 0.18 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 14:12:45 on 05/07/2011]
------
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------
______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 Dove Way-Derby Rd rdbt AM.vai" (drive-on-the-left ) at 13:48:09 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 Derby Road ARM B - A518 South ARM C - Access Road ARM D - The Dove Way
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 3.00 I 7.00 I 15.00 I 30.00 I 38.00 I 57.0 I 0.571 I 24.033 I I ARM B I 3.50 I 7.00 I 0.00 I 10.00 I 38.00 I 70.0 I 0.594 I 28.715 I I ARM C I 2.50 I 5.00 I 10.00 I 25.00 I 38.00 I 40.0 I 0.528 I 19.149 I I ARM D I 5.50 I 10.00 I 20.00 I 25.00 I 38.00 I 56.0 I 0.735 I 37.690 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 6.93 I 10.39 I 6.93 I I ARM B I 15.00 I 45.00 I 75.00 I 12.00 I 18.00 I 12.00 I I ARM C I 15.00 I 45.00 I 75.00 I 0.04 I 0.06 I 0.04 I I ARM D I 15.00 I 45.00 I 75.00 I 5.36 I 8.04 I 5.36 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.946 I 0.002 I 0.052 I I I I 0.0 I 524.0 I 1.0 I 29.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.585 I 0.000 I 0.000 I 0.415 I I I I 562.0 I 0.0 I 0.0 I 398.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.667 I 0.333 I 0.000 I 0.000 I I I I 2.0 I 1.0 I 0.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.049 I 0.949 I 0.002 I 0.000 I I I I 21.0 I 407.0 I 1.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 6.93 18.94 0.366 0.0 0.6 8.3 0.08 I I ARM B 12.00 25.88 0.464 0.0 0.9 12.4 0.07 I I ARM C 0.04 10.91 0.003 0.0 0.0 0.1 0.09 I I ARM D 5.36 29.10 0.184 0.0 0.2 3.3 0.04 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 8.27 18.37 0.450 0.6 0.8 11.8 0.10 I I ARM B 14.33 25.83 0.555 0.9 1.2 17.9 0.09 I I ARM C 0.04 9.63 0.005 0.0 0.0 0.1 0.10 I I ARM D 6.40 28.08 0.228 0.2 0.3 4.4 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 10.13 17.59 0.576 0.8 1.3 19.1 0.13 I I ARM B 17.55 25.77 0.681 1.2 2.1 29.7 0.12 I I ARM C 0.05 7.90 0.007 0.0 0.0 0.1 0.13 I I ARM D 7.84 26.70 0.294 0.3 0.4 6.1 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 10.13 17.58 0.576 1.3 1.3 20.1 0.13 I I ARM B 17.55 25.77 0.681 2.1 2.1 31.5 0.12 I I ARM C 0.05 7.87 0.007 0.0 0.0 0.1 0.13 I I ARM D 7.84 26.68 0.294 0.4 0.4 6.2 0.05 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 8.27 18.36 0.450 1.3 0.8 12.9 0.10 I I ARM B 14.33 25.83 0.555 2.1 1.3 19.6 0.09 I I ARM C 0.04 9.59 0.005 0.0 0.0 0.1 0.10 I I ARM D 6.40 28.04 0.228 0.4 0.3 4.5 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 6.93 18.93 0.366 0.8 0.6 8.9 0.08 I I ARM B 12.00 25.87 0.464 1.3 0.9 13.4 0.07 I I ARM C 0.04 10.87 0.003 0.0 0.0 0.1 0.09 I I ARM D 5.36 29.06 0.185 0.3 0.2 3.4 0.04 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.8 * 08.30 1.3 * 08.45 1.3 * 09.00 0.8 * 09.15 0.6 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.9 * 08.15 1.2 * 08.30 2.1 ** 08.45 2.1 ** 09.00 1.3 * 09.15 0.9 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.2 08.15 0.3 08.30 0.4 08.45 0.4 09.00 0.3 09.15 0.2
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 759.7 I 506.4 I 81.1 I 0.11 I 81.1 I 0.11 I I B I 1316.4 I 877.6 I 124.6 I 0.09 I 124.7 I 0.09 I I C I 4.1 I 2.7 I 0.5 I 0.11 I 0.5 I 0.11 I I D I 588.2 I 392.2 I 28.0 I 0.05 I 28.0 I 0.05 I ------I ALL I 2668.4 I 1778.9 I 234.2 I 0.09 I 234.2 I 0.09 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 13:48:14 on 05/07/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 Dove Way-Derby Rd rdbt PM.vai" (drive-on-the-left ) at 13:53:19 on Tuesday, 5 July 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 Derby Road ARM B - A518 South ARM C - Access Road ARM D - The Dove Way
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 3.00 I 7.00 I 15.00 I 30.00 I 38.00 I 57.0 I 0.571 I 24.033 I I ARM B I 3.50 I 7.00 I 0.00 I 10.00 I 38.00 I 70.0 I 0.594 I 28.715 I I ARM C I 2.50 I 5.00 I 10.00 I 25.00 I 38.00 I 40.0 I 0.528 I 19.149 I I ARM D I 5.50 I 10.00 I 20.00 I 25.00 I 38.00 I 56.0 I 0.735 I 37.690 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 8.23 I 12.34 I 8.23 I I ARM B I 15.00 I 45.00 I 75.00 I 11.79 I 17.68 I 11.79 I I ARM C I 15.00 I 45.00 I 75.00 I 0.03 I 0.04 I 0.03 I I ARM D I 15.00 I 45.00 I 75.00 I 5.66 I 8.49 I 5.66 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.962 I 0.002 I 0.036 I I I I 0.0 I 633.0 I 1.0 I 24.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.613 I 0.000 I 0.002 I 0.385 I I I I 578.0 I 0.0 I 2.0 I 363.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 1.000 I 0.000 I 0.000 I 0.000 I I I I 2.0 I 0.0 I 0.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.035 I 0.962 I 0.002 I 0.000 I I I I 16.0 I 436.0 I 1.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 8.23 18.74 0.439 0.0 0.8 11.2 0.09 I I ARM B 11.79 25.91 0.455 0.0 0.8 12.0 0.07 I I ARM C 0.03 11.07 0.002 0.0 0.0 0.0 0.09 I I ARM D 5.66 28.96 0.196 0.0 0.2 3.6 0.04 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 9.82 18.13 0.542 0.8 1.2 16.8 0.12 I I ARM B 14.08 25.87 0.544 0.8 1.2 17.2 0.08 I I ARM C 0.03 9.82 0.003 0.0 0.0 0.0 0.10 I I ARM D 6.76 27.91 0.242 0.2 0.3 4.7 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 12.03 17.29 0.696 1.2 2.2 30.7 0.19 I I ARM B 17.24 25.82 0.668 1.2 2.0 28.1 0.12 I I ARM C 0.04 8.13 0.004 0.0 0.0 0.1 0.12 I I ARM D 8.28 26.50 0.313 0.3 0.5 6.7 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 12.03 17.29 0.696 2.2 2.2 33.4 0.19 I I ARM B 17.24 25.82 0.668 2.0 2.0 29.7 0.12 I I ARM C 0.04 8.10 0.005 0.0 0.0 0.1 0.12 I I ARM D 8.28 26.48 0.313 0.5 0.5 6.8 0.05 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 9.82 18.12 0.542 2.2 1.2 18.9 0.12 I I ARM B 14.08 25.87 0.544 2.0 1.2 18.8 0.09 I I ARM C 0.03 9.78 0.003 0.0 0.0 0.0 0.10 I I ARM D 6.76 27.88 0.243 0.5 0.3 4.9 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 8.23 18.73 0.439 1.2 0.8 12.3 0.10 I I ARM B 11.79 25.91 0.455 1.2 0.8 12.9 0.07 I I ARM C 0.03 11.03 0.002 0.0 0.0 0.0 0.09 I I ARM D 5.66 28.93 0.196 0.3 0.2 3.7 0.04 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.8 * 17.15 1.2 * 17.30 2.2 ** 17.45 2.2 ** 18.00 1.2 * 18.15 0.8 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.8 * 17.15 1.2 * 17.30 2.0 ** 17.45 2.0 ** 18.00 1.2 * 18.15 0.8 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.2 17.15 0.3 17.30 0.5 17.45 0.5 18.00 0.3 18.15 0.2
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 902.3 I 601.5 I 123.2 I 0.14 I 123.3 I 0.14 I I B I 1293.1 I 862.0 I 118.7 I 0.09 I 118.7 I 0.09 I I C I 2.7 I 1.8 I 0.3 I 0.11 I 0.3 I 0.11 I I D I 621.2 I 414.1 I 30.4 I 0.05 I 30.4 I 0.05 I ------I ALL I 2819.2 I 1879.5 I 272.6 I 0.10 I 272.6 I 0.10 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 13:53:25 on 05/07/2011] APPENDIX J
------
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV A50-A518 rdbt AM.vai" (drive-on-the-left ) at 11:41:59 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - A518 ARM C - A50 West ARM D - Access Road
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 10.00 I 12.00 I 20.00 I 25.00 I 78.00 I 48.0 I 0.704 I 55.088 I I ARM B I 5.50 I 10.00 I 30.00 I 30.00 I 78.00 I 46.0 I 0.585 I 41.438 I I ARM C I 5.00 I 7.00 I 20.00 I 30.00 I 78.00 I 49.0 I 0.492 I 31.269 I I ARM D I 4.00 I 5.00 I 15.00 I 30.00 I 78.00 I 38.0 I 0.437 I 24.083 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 13.06 I 19.59 I 13.06 I I ARM B I 15.00 I 45.00 I 75.00 I 8.14 I 12.21 I 8.14 I I ARM C I 15.00 I 45.00 I 75.00 I 12.44 I 18.66 I 12.44 I I ARM D I 15.00 I 45.00 I 75.00 I 0.10 I 0.15 I 0.10 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.342 I 0.657 I 0.001 I I I I 0.0 I 357.0 I 687.0 I 1.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.464 I 0.000 I 0.536 I 0.000 I I I I 302.0 I 0.0 I 349.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.643 I 0.357 I 0.000 I 0.000 I I I I 640.0 I 355.0 I 0.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.375 I 0.000 I 0.625 I 0.000 I I I I 3.0 I 0.0 I 5.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 13.06 46.93 0.278 0.0 0.4 5.7 0.03 I I ARM B 8.14 32.61 0.250 0.0 0.3 4.9 0.04 I I ARM C 12.44 26.57 0.468 0.0 0.9 12.7 0.07 I I ARM D 0.10 14.84 0.007 0.0 0.0 0.1 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 15.60 46.31 0.337 0.4 0.5 7.5 0.03 I I ARM B 9.72 31.62 0.307 0.3 0.4 6.5 0.05 I I ARM C 14.85 26.20 0.567 0.9 1.3 18.8 0.09 I I ARM D 0.12 13.45 0.009 0.0 0.0 0.1 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 19.10 45.47 0.420 0.5 0.7 10.7 0.04 I I ARM B 11.90 30.26 0.393 0.4 0.6 9.5 0.05 I I ARM C 18.19 25.70 0.708 1.3 2.4 33.3 0.13 I I ARM D 0.15 11.57 0.013 0.0 0.0 0.2 0.09 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 19.10 45.45 0.420 0.7 0.7 10.8 0.04 I I ARM B 11.90 30.26 0.393 0.6 0.6 9.7 0.05 I I ARM C 18.19 25.70 0.708 2.4 2.4 35.6 0.13 I I ARM D 0.15 11.54 0.013 0.0 0.0 0.2 0.09 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 15.60 46.28 0.337 0.7 0.5 7.7 0.03 I I ARM B 9.72 31.61 0.307 0.6 0.4 6.8 0.05 I I ARM C 14.85 26.20 0.567 2.4 1.3 20.7 0.09 I I ARM D 0.12 13.40 0.009 0.0 0.0 0.1 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 13.06 46.91 0.278 0.5 0.4 5.9 0.03 I I ARM B 8.14 32.60 0.250 0.4 0.3 5.1 0.04 I I ARM C 12.44 26.56 0.468 1.3 0.9 13.7 0.07 I I ARM D 0.10 14.80 0.007 0.0 0.0 0.1 0.07 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.4 08.15 0.5 * 08.30 0.7 * 08.45 0.7 * 09.00 0.5 * 09.15 0.4
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.3 08.15 0.4 08.30 0.6 * 08.45 0.6 * 09.00 0.4 09.15 0.3
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.9 * 08.15 1.3 * 08.30 2.4 ** 08.45 2.4 ** 09.00 1.3 * 09.15 0.9 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1432.9 I 955.3 I 48.3 I 0.03 I 48.3 I 0.03 I I B I 892.7 I 595.1 I 42.5 I 0.05 I 42.5 I 0.05 I I C I 1364.4 I 909.6 I 134.7 I 0.10 I 134.7 I 0.10 I I D I 11.0 I 7.3 I 0.9 I 0.08 I 0.9 I 0.08 I ------I ALL I 3700.9 I 2467.3 I 226.4 I 0.06 I 226.4 I 0.06 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:42:06 on 05/08/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV A50-B5030 rdbt AM.vai" (drive-on-the-left ) at 11:46:04 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - B5030 ARM C - A50 West ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 8.00 I 8.00 I 14.00 I 70.00 I 56.00 I 47.0 I 0.692 I 39.428 I I ARM B I 5.00 I 6.00 I 24.00 I 30.00 I 56.00 I 42.0 I 0.579 I 28.953 I I ARM C I 7.00 I 8.00 I 11.00 I 30.00 I 56.00 I 57.0 I 0.643 I 36.223 I I ARM D I 7.00 I 10.00 I 25.00 I 20.00 I 56.00 I 54.0 I 0.709 I 42.441 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 13.00 I 19.50 I 13.00 I I ARM B I 15.00 I 45.00 I 75.00 I 6.41 I 9.62 I 6.41 I I ARM C I 15.00 I 45.00 I 75.00 I 10.19 I 15.28 I 10.19 I I ARM D I 15.00 I 45.00 I 75.00 I 12.29 I 18.43 I 12.29 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.189 I 0.406 I 0.405 I I I I 0.0 I 197.0 I 422.0 I 421.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.347 I 0.000 I 0.380 I 0.273 I I I I 178.0 I 0.0 I 195.0 I 140.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.590 I 0.173 I 0.000 I 0.237 I I I I 481.0 I 141.0 I 0.0 I 193.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.344 I 0.333 I 0.323 I 0.000 I I I I 338.0 I 327.0 I 318.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 13.00 29.07 0.447 0.0 0.8 11.7 0.06 I I ARM B 6.41 17.95 0.357 0.0 0.6 8.0 0.09 I I ARM C 10.19 27.02 0.377 0.0 0.6 8.8 0.06 I I ARM D 12.29 31.53 0.390 0.0 0.6 9.3 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 15.52 27.73 0.560 0.8 1.3 18.3 0.08 I I ARM B 7.66 16.31 0.470 0.6 0.9 12.6 0.12 I I ARM C 12.16 25.85 0.471 0.6 0.9 12.9 0.07 I I ARM D 14.67 30.13 0.487 0.6 0.9 13.8 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 19.01 25.92 0.733 1.3 2.7 37.3 0.14 I I ARM B 9.38 14.09 0.666 0.9 1.9 26.6 0.21 I I ARM C 14.90 24.29 0.613 0.9 1.6 22.4 0.11 I I ARM D 17.97 28.26 0.636 0.9 1.7 24.7 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 19.01 25.90 0.734 2.7 2.7 40.4 0.14 I I ARM B 9.38 14.04 0.668 1.9 2.0 29.2 0.21 I I ARM C 14.90 24.24 0.615 1.6 1.6 23.6 0.11 I I ARM D 17.97 28.22 0.637 1.7 1.7 25.9 0.10 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 15.52 27.69 0.561 2.7 1.3 20.2 0.08 I I ARM B 7.66 16.24 0.472 2.0 0.9 14.2 0.12 I I ARM C 12.16 25.78 0.472 1.6 0.9 13.9 0.07 I I ARM D 14.67 30.08 0.488 1.7 1.0 14.8 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 13.00 29.03 0.448 1.3 0.8 12.6 0.06 I I ARM B 6.41 17.90 0.358 0.9 0.6 8.7 0.09 I I ARM C 10.19 26.97 0.378 0.9 0.6 9.4 0.06 I I ARM D 12.29 31.48 0.390 1.0 0.6 9.8 0.05 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.8 * 08.15 1.3 * 08.30 2.7 *** 08.45 2.7 *** 09.00 1.3 * 09.15 0.8 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.9 * 08.30 1.9 ** 08.45 2.0 ** 09.00 0.9 * 09.15 0.6 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.9 * 08.30 1.6 ** 08.45 1.6 ** 09.00 0.9 * 09.15 0.6 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.9 * 08.30 1.7 ** 08.45 1.7 ** 09.00 1.0 * 09.15 0.6 *
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1426.1 I 950.7 I 140.3 I 0.10 I 140.3 I 0.10 I I B I 703.4 I 469.0 I 99.4 I 0.14 I 99.4 I 0.14 I I C I 1117.5 I 745.0 I 90.9 I 0.08 I 90.9 I 0.08 I I D I 1347.9 I 898.6 I 98.4 I 0.07 I 98.4 I 0.07 I ------I ALL I 4594.9 I 3063.3 I 429.0 I 0.09 I 429.1 I 0.09 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:46:21 on 05/08/2011]
------
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------
______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV Dove Way-Derby Rd rdbt AM.vai" (drive-on-the-left ) at 11:53:38 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 Derby Road ARM B - A518 South ARM C - Access Road ARM D - The Dove Way
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 3.00 I 7.00 I 15.00 I 30.00 I 38.00 I 57.0 I 0.571 I 24.033 I I ARM B I 3.50 I 7.00 I 0.00 I 10.00 I 38.00 I 70.0 I 0.594 I 28.715 I I ARM C I 2.50 I 5.00 I 10.00 I 25.00 I 38.00 I 40.0 I 0.528 I 19.149 I I ARM D I 5.50 I 10.00 I 20.00 I 25.00 I 38.00 I 56.0 I 0.735 I 37.690 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 8.00 I 12.00 I 8.00 I I ARM B I 15.00 I 45.00 I 75.00 I 12.79 I 19.18 I 12.79 I I ARM C I 15.00 I 45.00 I 75.00 I 0.04 I 0.06 I 0.04 I I ARM D I 15.00 I 45.00 I 75.00 I 6.16 I 9.24 I 6.16 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.819 I 0.002 I 0.180 I I I I 0.0 I 524.0 I 1.0 I 115.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.549 I 0.000 I 0.000 I 0.451 I I I I 562.0 I 0.0 I 0.0 I 461.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.667 I 0.333 I 0.000 I 0.000 I I I I 2.0 I 1.0 I 0.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.118 I 0.880 I 0.002 I 0.000 I I I I 58.0 I 434.0 I 1.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 8.00 18.75 0.427 0.0 0.7 10.6 0.09 I I ARM B 12.79 25.24 0.507 0.0 1.0 14.7 0.08 I I ARM C 0.04 9.94 0.004 0.0 0.0 0.1 0.10 I I ARM D 6.16 29.10 0.212 0.0 0.3 3.9 0.04 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 9.55 18.14 0.527 0.7 1.1 15.9 0.12 I I ARM B 15.27 25.07 0.609 1.0 1.5 22.1 0.10 I I ARM C 0.04 8.46 0.005 0.0 0.0 0.1 0.12 I I ARM D 7.36 28.08 0.262 0.3 0.4 5.2 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 11.70 17.30 0.676 1.1 2.0 28.4 0.17 I I ARM B 18.70 24.84 0.753 1.5 2.9 40.8 0.16 I I ARM C 0.05 6.48 0.008 0.0 0.0 0.1 0.16 I I ARM D 9.01 26.71 0.337 0.4 0.5 7.5 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 11.70 17.30 0.676 2.0 2.1 30.6 0.18 I I ARM B 18.70 24.83 0.753 2.9 3.0 44.4 0.16 I I ARM C 0.05 6.43 0.009 0.0 0.0 0.1 0.16 I I ARM D 9.01 26.68 0.338 0.5 0.5 7.6 0.06 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 9.55 18.13 0.527 2.1 1.1 17.7 0.12 I I ARM B 15.27 25.06 0.609 3.0 1.6 24.9 0.10 I I ARM C 0.04 8.39 0.005 0.0 0.0 0.1 0.12 I I ARM D 7.36 28.03 0.263 0.5 0.4 5.4 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 8.00 18.73 0.427 1.1 0.8 11.6 0.09 I I ARM B 12.79 25.23 0.507 1.6 1.0 16.1 0.08 I I ARM C 0.04 9.88 0.004 0.0 0.0 0.1 0.10 I I ARM D 6.16 29.06 0.212 0.4 0.3 4.1 0.04 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.7 * 08.15 1.1 * 08.30 2.0 ** 08.45 2.1 ** 09.00 1.1 * 09.15 0.8 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 1.0 * 08.15 1.5 ** 08.30 2.9 *** 08.45 3.0 *** 09.00 1.6 ** 09.15 1.0 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.3 08.15 0.4 08.30 0.5 * 08.45 0.5 * 09.00 0.4 09.15 0.3
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 877.6 I 585.1 I 114.8 I 0.13 I 114.8 I 0.13 I I B I 1402.7 I 935.2 I 163.0 I 0.12 I 163.0 I 0.12 I I C I 4.1 I 2.7 I 0.5 I 0.13 I 0.5 I 0.13 I I D I 676.0 I 450.7 I 33.8 I 0.05 I 33.8 I 0.05 I ------I ALL I 2960.4 I 1973.6 I 312.2 I 0.11 I 312.2 I 0.11 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
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[Printed at 11:53:44 on 05/08/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV Derby Rd-Dove Walk Mini rdbt AM.vai" (drive-on-the-left ) at 11:51:15 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Dove Walk ARM B - Dove Fields ARM C - Derby Rd SW ARM D - Derby Rd NE
MINI-ROUNDABOUT GEOMETRIC DATA ------
LIGHTING CONDITIONS : NORMAL
ROAD SURFACE CONDITION: NORMAL
------I ARM I V (m) I E (m) I Lm(M) I Vm(M) I A (M) I K (M) I G (%) I SLOPE I INTERCEPT I I I I I I I I I I I (PCU/MIN) I ------I ARM A I 2.00 I 4.00 I 10.00 I 2.00 I 8.00 I 2.50 I 0.00 I 0.515 I 14.021 I I ARM B I 4.00 I 5.00 I 5.00 I 4.00 I 11.50 I 3.50 I 0.00 I 0.585 I 14.549 I I ARM C I 2.50 I 3.50 I 15.00 I 2.50 I 16.50 I 13.00 I 0.00 I 0.538 I 14.583 I I ARM D I 3.50 I 4.40 I 2.00 I 3.50 I 10.00 I 2.50 I 0.00 I 0.548 I 15.607 I ------
V = approach half-width Lm = effective flare length A = distance between arms E = entry width Vm = minimum approach half-width K = entry corner kerb line G = gradient over 50m
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
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TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 0.56 I 0.84 I 0.56 I I ARM B I 15.00 I 45.00 I 75.00 I 1.16 I 1.74 I 1.16 I I ARM C I 15.00 I 45.00 I 75.00 I 7.82 I 11.74 I 7.82 I I ARM D I 15.00 I 45.00 I 75.00 I 8.79 I 13.18 I 8.79 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.111 I 0.200 I 0.689 I I I I 0.0 I 5.0 I 9.0 I 31.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.022 I 0.000 I 0.258 I 0.720 I I I I 2.0 I 0.0 I 24.0 I 67.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.005 I 0.129 I 0.000 I 0.866 I I I I 3.0 I 81.0 I 0.0 I 542.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.001 I 0.127 I 0.872 I 0.000 I I I I 1.0 I 89.0 I 613.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 0.56 7.77 0.072 0.0 0.1 1.1 0.14 I I ARM B 1.16 8.52 0.136 0.0 0.2 2.3 0.14 I I ARM C 7.82 12.59 0.621 0.0 1.6 21.9 0.20 I I ARM D 8.79 13.61 0.646 0.0 1.8 24.2 0.20 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 0.67 6.78 0.099 0.1 0.1 1.6 0.16 I I ARM B 1.39 7.58 0.183 0.2 0.2 3.2 0.16 I I ARM C 9.34 12.46 0.750 1.6 2.8 38.0 0.31 I I ARM D 10.49 13.49 0.778 1.8 3.2 43.5 0.31 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 0.82 5.66 0.145 0.1 0.2 2.4 0.21 I I ARM B 1.70 6.51 0.261 0.2 0.3 5.0 0.21 I I ARM C 11.44 12.28 0.932 2.8 8.2 94.9 0.69 I I ARM D 12.85 13.35 0.962 3.2 10.6 117.8 0.76 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 0.82 5.48 0.150 0.2 0.2 2.6 0.21 I I ARM B 1.70 6.35 0.268 0.3 0.4 5.4 0.21 I I ARM C 11.44 12.27 0.932 8.2 9.7 135.5 0.91 I I ARM D 12.85 13.34 0.964 10.6 13.5 182.3 1.11 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 0.67 6.37 0.105 0.2 0.1 1.9 0.18 I I ARM B 1.39 7.20 0.193 0.4 0.2 3.8 0.17 I I ARM C 9.34 12.45 0.750 9.7 3.3 62.5 0.42 I I ARM D 10.49 13.45 0.780 13.5 3.9 84.4 0.51 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 0.56 7.63 0.074 0.1 0.1 1.2 0.14 I I ARM B 1.16 8.38 0.139 0.2 0.2 2.5 0.14 I I ARM C 7.82 12.58 0.622 3.3 1.7 27.4 0.22 I I ARM D 8.79 13.59 0.647 3.9 1.9 30.9 0.22 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.1 08.15 0.1 08.30 0.2 08.45 0.2 09.00 0.1 09.15 0.1
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.2 08.15 0.2 08.30 0.3 08.45 0.4 09.00 0.2 09.15 0.2
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 1.6 ** 08.15 2.8 *** 08.30 8.2 ******** 08.45 9.7 ********** 09.00 3.3 *** 09.15 1.7 **
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QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 1.8 ** 08.15 3.2 *** 08.30 10.6 *********** 08.45 13.5 ************* 09.00 3.9 **** 09.15 1.9 **
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 61.7 I 41.1 I 10.8 I 0.18 I 10.8 I 0.18 I I B I 127.5 I 85.0 I 22.1 I 0.17 I 22.1 I 0.17 I I C I 858.4 I 572.3 I 380.3 I 0.44 I 380.4 I 0.44 I I D I 964.0 I 642.6 I 483.0 I 0.50 I 483.2 I 0.50 I ------I ALL I 2011.6 I 1341.0 I 896.2 I 0.45 I 896.5 I 0.45 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
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[Printed at 11:51:22 on 05/08/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV A518-B5030 Spath rdbt AM.vai" (drive-on-the-left ) at 11:48:35 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: A518/B5030 Spath Rdbt LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 The Dove Way ARM B - A518 ARM C - B5030
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 8.00 I 30.00 I 35.00 I 58.00 I 54.0 I 0.593 I 32.218 I I ARM B I 5.00 I 6.00 I 15.00 I 45.00 I 58.00 I 53.0 I 0.549 I 27.864 I I ARM C I 4.50 I 8.00 I 30.00 I 40.00 I 58.00 I 57.0 I 0.600 I 33.131 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 5.66 I 8.49 I 5.66 I I ARM B I 15.00 I 45.00 I 75.00 I 9.29 I 13.93 I 9.29 I I ARM C I 15.00 I 45.00 I 75.00 I 10.93 I 16.39 I 10.93 I ------
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ------I 07.45 - 09.15 I I I I I I I ARM A I 0.000 I 0.565 I 0.435 I I I I 0.0 I 256.0 I 197.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM B I 0.405 I 0.000 I 0.595 I I I I 301.0 I 0.0 I 442.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM C I 0.198 I 0.802 I 0.000 I I I I 173.0 I 701.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 5.66 24.12 0.235 0.0 0.3 4.5 0.05 I I ARM B 9.29 23.98 0.387 0.0 0.6 9.1 0.07 I I ARM C 10.93 27.87 0.392 0.0 0.6 9.4 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 6.76 23.10 0.293 0.3 0.4 6.1 0.06 I I ARM B 11.09 23.72 0.468 0.6 0.9 12.7 0.08 I I ARM C 13.05 27.42 0.476 0.6 0.9 13.2 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 8.28 21.71 0.381 0.4 0.6 9.0 0.07 I I ARM B 13.58 23.36 0.582 0.9 1.4 19.8 0.10 I I ARM C 15.98 26.82 0.596 0.9 1.5 21.0 0.09 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 8.28 21.69 0.382 0.6 0.6 9.2 0.07 I I ARM B 13.58 23.35 0.582 1.4 1.4 20.6 0.10 I I ARM C 15.98 26.81 0.596 1.5 1.5 21.9 0.09 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 6.76 23.07 0.293 0.6 0.4 6.4 0.06 I I ARM B 11.09 23.71 0.468 1.4 0.9 13.7 0.08 I I ARM C 13.05 27.41 0.476 1.5 0.9 14.1 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 5.66 24.09 0.235 0.4 0.3 4.7 0.05 I I ARM B 9.29 23.98 0.387 0.9 0.6 9.8 0.07 I I ARM C 10.93 27.86 0.392 0.9 0.6 9.9 0.06 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.3 08.15 0.4 08.30 0.6 * 08.45 0.6 * 09.00 0.4 09.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.9 * 08.30 1.4 * 08.45 1.4 * 09.00 0.9 * 09.15 0.6 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.9 * 08.30 1.5 * 08.45 1.5 * 09.00 0.9 * 09.15 0.6 *
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 621.2 I 414.1 I 39.8 I 0.06 I 39.8 I 0.06 I I B I 1018.8 I 679.2 I 85.7 I 0.08 I 85.8 I 0.08 I I C I 1198.4 I 799.0 I 89.5 I 0.07 I 89.5 I 0.07 I ------I ALL I 2838.4 I 1892.3 I 215.1 I 0.08 I 215.1 I 0.08 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:48:43 on 05/08/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 +DEV Dove Bank-Town Meadows rdbt AM.vai" (drive-on-the-left ) at 11:56:46 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Retail Access ARM B - Town Meadows Way ARM C - Dove Bank ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 5.00 I 5.00 I 20.00 I 40.00 I 30.0 I 0.581 I 23.279 I I ARM B I 5.00 I 7.00 I 23.00 I 25.00 I 40.00 I 60.0 I 0.634 I 30.025 I I ARM C I 3.00 I 5.00 I 30.00 I 45.00 I 40.00 I 56.0 I 0.547 I 21.994 I I ARM D I 7.00 I 7.00 I 0.00 I 15.00 I 40.00 I 64.0 I 0.628 I 30.603 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 1.42 I 2.14 I 1.42 I I ARM B I 15.00 I 45.00 I 75.00 I 12.60 I 18.90 I 12.60 I I ARM C I 15.00 I 45.00 I 75.00 I 4.84 I 7.26 I 4.84 I I ARM D I 15.00 I 45.00 I 75.00 I 12.00 I 18.00 I 12.00 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.377 I 0.105 I 0.518 I I I I 0.0 I 43.0 I 12.0 I 59.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.085 I 0.000 I 0.100 I 0.814 I I I I 86.0 I 0.0 I 101.0 I 821.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.194 I 0.437 I 0.000 I 0.370 I I I I 75.0 I 169.0 I 0.0 I 143.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.044 I 0.750 I 0.206 I 0.000 I I I I 42.0 I 720.0 I 198.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 1.42 13.31 0.107 0.0 0.1 1.7 0.08 I I ARM B 12.60 25.18 0.500 0.0 1.0 14.3 0.08 I I ARM C 4.84 13.43 0.360 0.0 0.6 8.0 0.12 I I ARM D 12.00 25.25 0.475 0.0 0.9 13.0 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 1.70 11.75 0.145 0.1 0.2 2.5 0.10 I I ARM B 15.05 24.76 0.608 1.0 1.5 22.0 0.10 I I ARM C 5.78 12.13 0.476 0.6 0.9 12.8 0.16 I I ARM D 14.33 24.74 0.579 0.9 1.4 19.7 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 2.08 9.68 0.215 0.2 0.3 4.0 0.13 I I ARM B 18.43 24.19 0.762 1.5 3.1 42.4 0.17 I I ARM C 7.07 10.39 0.681 0.9 2.0 27.5 0.29 I I ARM D 17.55 24.07 0.729 1.4 2.6 36.5 0.15 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 2.08 9.62 0.217 0.3 0.3 4.1 0.13 I I ARM B 18.43 24.18 0.762 3.1 3.1 46.5 0.17 I I ARM C 7.07 10.34 0.684 2.0 2.1 31.0 0.30 I I ARM D 17.55 24.03 0.730 2.6 2.7 39.5 0.15 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 1.70 11.66 0.146 0.3 0.2 2.6 0.10 I I ARM B 15.05 24.74 0.608 3.1 1.6 24.8 0.11 I I ARM C 5.78 12.06 0.479 2.1 0.9 14.9 0.16 I I ARM D 14.33 24.69 0.580 2.7 1.4 22.0 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 1.42 13.24 0.108 0.2 0.1 1.9 0.08 I I ARM B 12.60 25.16 0.501 1.6 1.0 15.7 0.08 I I ARM C 4.84 13.37 0.362 0.9 0.6 8.9 0.12 I I ARM D 12.00 25.22 0.476 1.4 0.9 14.1 0.08 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.1 08.15 0.2 08.30 0.3 08.45 0.3 09.00 0.2 09.15 0.1
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 1.0 * 08.15 1.5 ** 08.30 3.1 *** 08.45 3.1 *** 09.00 1.6 ** 09.15 1.0 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.6 * 08.15 0.9 * 08.30 2.0 ** 08.45 2.1 ** 09.00 0.9 * 09.15 0.6 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.9 * 08.15 1.4 * 08.30 2.6 *** 08.45 2.7 *** 09.00 1.4 * 09.15 0.9 *
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 156.3 I 104.2 I 16.8 I 0.11 I 16.8 I 0.11 I I B I 1382.2 I 921.5 I 165.8 I 0.12 I 165.8 I 0.12 I I C I 530.7 I 353.8 I 103.2 I 0.19 I 103.2 I 0.19 I I D I 1316.4 I 877.6 I 144.8 I 0.11 I 144.8 I 0.11 I ------I ALL I 3385.5 I 2257.0 I 430.5 I 0.13 I 430.5 I 0.13 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:56:52 on 05/08/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV A50-A518 rdbt PM.vai" (drive-on-the-left ) at 11:43:00 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - A518 ARM C - A50 West ARM D - Access Road
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 10.00 I 12.00 I 20.00 I 25.00 I 78.00 I 48.0 I 0.704 I 55.088 I I ARM B I 5.50 I 10.00 I 30.00 I 30.00 I 78.00 I 46.0 I 0.585 I 41.438 I I ARM C I 5.00 I 7.00 I 20.00 I 30.00 I 78.00 I 49.0 I 0.492 I 31.269 I I ARM D I 4.00 I 5.00 I 15.00 I 30.00 I 78.00 I 38.0 I 0.437 I 24.083 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 11.51 I 17.27 I 11.51 I I ARM B I 15.00 I 45.00 I 75.00 I 8.35 I 12.53 I 8.35 I I ARM C I 15.00 I 45.00 I 75.00 I 19.16 I 28.74 I 19.16 I I ARM D I 15.00 I 45.00 I 75.00 I 0.03 I 0.04 I 0.03 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.320 I 0.679 I 0.001 I I I I 0.0 I 295.0 I 625.0 I 1.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.457 I 0.000 I 0.540 I 0.003 I I I I 305.0 I 0.0 I 361.0 I 2.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.772 I 0.224 I 0.000 I 0.003 I I I I 1184.0 I 344.0 I 0.0 I 5.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.500 I 0.000 I 0.500 I 0.000 I I I I 1.0 I 0.0 I 1.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 11.51 47.07 0.245 0.0 0.3 4.8 0.03 I I ARM B 8.35 33.09 0.252 0.0 0.3 5.0 0.04 I I ARM C 19.16 26.54 0.722 0.0 2.5 35.0 0.13 I I ARM D 0.03 11.96 0.002 0.0 0.0 0.0 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 13.75 46.49 0.296 0.3 0.4 6.2 0.03 I I ARM B 9.97 32.20 0.310 0.3 0.4 6.6 0.04 I I ARM C 22.88 26.16 0.875 2.5 6.1 79.4 0.27 I I ARM D 0.03 10.05 0.003 0.0 0.0 0.0 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 16.84 46.07 0.365 0.4 0.6 8.5 0.03 I I ARM B 12.21 30.97 0.394 0.4 0.6 9.5 0.05 I I ARM C 28.02 25.66 1.092 6.1 46.6 411.1 1.21 I I ARM D 0.04 8.43 0.004 0.0 0.0 0.1 0.12 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 16.84 46.02 0.366 0.6 0.6 8.6 0.03 I I ARM B 12.21 30.96 0.394 0.6 0.6 9.7 0.05 I I ARM C 28.02 25.65 1.092 46.6 83.0 972.6 2.65 I I ARM D 0.04 8.31 0.004 0.0 0.0 0.1 0.12 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 13.75 45.99 0.299 0.6 0.4 6.5 0.03 I I ARM B 9.97 32.19 0.310 0.6 0.5 6.9 0.05 I I ARM C 22.88 26.16 0.875 83.0 38.5 910.7 2.39 I I ARM D 0.03 8.65 0.003 0.0 0.0 0.1 0.12 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 11.51 46.67 0.247 0.4 0.3 5.0 0.03 I I ARM B 8.35 33.08 0.252 0.5 0.3 5.1 0.04 I I ARM C 19.16 26.53 0.722 38.5 2.7 138.1 0.31 I I ARM D 0.03 10.85 0.002 0.0 0.0 0.0 0.09 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.4 17.30 0.6 * 17.45 0.6 * 18.00 0.4 18.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.4 17.30 0.6 * 17.45 0.6 * 18.00 0.5 18.15 0.3
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 2.5 *** 17.15 6.1 ****** 17.30 46.6 *********************************************** 17.45 83.0 *********************************************************************************** 18.00 38.5 ************************************** 18.15 2.7 ***
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1262.9 I 841.9 I 39.6 I 0.03 I 39.6 I 0.03 I I B I 916.0 I 610.6 I 42.8 I 0.05 I 42.9 I 0.05 I I C I 2102.1 I 1401.4 I 2546.9 I 1.21 I 2547.0 I 1.21 I I D I 2.7 I 1.8 I 0.3 I 0.11 I 0.3 I 0.11 I ------I ALL I 4283.7 I 2855.8 I 2629.6 I 0.61 I 2629.8 I 0.61 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:43:06 on 05/08/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV A50-B5030 rdbt PM.vai" (drive-on-the-left ) at 11:47:25 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A50 East ARM B - B5030 ARM C - A50 West ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 8.00 I 8.00 I 14.00 I 70.00 I 56.00 I 47.0 I 0.692 I 39.428 I I ARM B I 5.00 I 6.00 I 24.00 I 30.00 I 56.00 I 42.0 I 0.579 I 28.953 I I ARM C I 7.00 I 8.00 I 11.00 I 30.00 I 56.00 I 57.0 I 0.643 I 36.223 I I ARM D I 7.00 I 10.00 I 25.00 I 20.00 I 56.00 I 54.0 I 0.709 I 42.441 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 12.24 I 18.36 I 12.24 I I ARM B I 15.00 I 45.00 I 75.00 I 7.36 I 11.04 I 7.36 I I ARM C I 15.00 I 45.00 I 75.00 I 13.26 I 19.89 I 13.26 I I ARM D I 15.00 I 45.00 I 75.00 I 15.34 I 23.01 I 15.34 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.203 I 0.413 I 0.384 I I I I 0.0 I 199.0 I 404.0 I 376.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.365 I 0.000 I 0.243 I 0.392 I I I I 215.0 I 0.0 I 143.0 I 231.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.582 I 0.194 I 0.000 I 0.223 I I I I 618.0 I 206.0 I 0.0 I 237.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.557 I 0.232 I 0.210 I 0.000 I I I I 684.0 I 285.0 I 258.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 12.24 29.39 0.416 0.0 0.7 10.4 0.06 I I ARM B 7.36 18.84 0.391 0.0 0.6 9.2 0.09 I I ARM C 13.26 26.35 0.503 0.0 1.0 14.5 0.08 I I ARM D 15.34 29.43 0.521 0.0 1.1 15.6 0.07 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 14.61 28.13 0.520 0.7 1.1 15.6 0.07 I I ARM B 8.79 17.37 0.506 0.6 1.0 14.6 0.12 I I ARM C 15.84 25.06 0.632 1.0 1.7 24.2 0.11 I I ARM D 18.31 27.62 0.663 1.1 1.9 27.6 0.11 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 17.90 26.49 0.676 1.1 2.0 29.0 0.11 I I ARM B 10.77 15.41 0.699 1.0 2.2 30.7 0.21 I I ARM C 19.40 23.32 0.832 1.7 4.5 60.1 0.23 I I ARM D 22.43 25.25 0.888 1.9 6.8 85.0 0.29 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 17.90 26.38 0.678 2.0 2.1 31.0 0.12 I I ARM B 10.77 15.34 0.702 2.2 2.3 34.0 0.22 I I ARM C 19.40 23.27 0.834 4.5 4.8 70.0 0.26 I I ARM D 22.43 25.13 0.893 6.8 7.5 107.7 0.35 I I I ------
------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 14.61 27.97 0.523 2.1 1.1 17.1 0.08 I I ARM B 8.79 17.28 0.509 2.3 1.1 16.6 0.12 I I ARM C 15.84 24.98 0.634 4.8 1.8 28.5 0.11 I I ARM D 18.31 27.46 0.667 7.5 2.0 34.5 0.12 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 12.24 29.34 0.417 1.1 0.7 11.0 0.06 I I ARM B 7.36 18.79 0.392 1.1 0.7 10.0 0.09 I I ARM C 13.26 26.30 0.504 1.8 1.0 15.9 0.08 I I ARM D 15.34 29.34 0.523 2.0 1.1 17.1 0.07 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.7 * 17.15 1.1 * 17.30 2.0 ** 17.45 2.1 ** 18.00 1.1 * 18.15 0.7 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.6 * 17.15 1.0 * 17.30 2.2 ** 17.45 2.3 ** 18.00 1.1 * 18.15 0.7 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.0 * 17.15 1.7 ** 17.30 4.5 ***** 17.45 4.8 ***** 18.00 1.8 ** 18.15 1.0 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.1 * 17.15 1.9 ** 17.30 6.8 ******* 17.45 7.5 ******* 18.00 2.0 ** 18.15 1.1 *
------
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 1342.4 I 894.9 I 114.2 I 0.09 I 114.2 I 0.09 I I B I 807.6 I 538.4 I 115.1 I 0.14 I 115.2 I 0.14 I I C I 1454.9 I 969.9 I 213.2 I 0.15 I 213.2 I 0.15 I I D I 1682.5 I 1121.7 I 287.5 I 0.17 I 287.6 I 0.17 I ------I ALL I 5287.4 I 3524.9 I 730.1 I 0.14 I 730.1 I 0.14 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:47:31 on 05/08/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV Dove Way-Derby Rd rdbt PM.vai" (drive-on-the-left ) at 11:54:45 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 Derby Road ARM B - A518 South ARM C - Access Road ARM D - The Dove Way
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 3.00 I 7.00 I 15.00 I 30.00 I 38.00 I 57.0 I 0.571 I 24.033 I I ARM B I 3.50 I 7.00 I 0.00 I 10.00 I 38.00 I 70.0 I 0.594 I 28.715 I I ARM C I 2.50 I 5.00 I 10.00 I 25.00 I 38.00 I 40.0 I 0.528 I 19.149 I I ARM D I 5.50 I 10.00 I 20.00 I 25.00 I 38.00 I 56.0 I 0.735 I 37.690 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
------
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 8.61 I 12.92 I 8.61 I I ARM B I 15.00 I 45.00 I 75.00 I 12.05 I 18.08 I 12.05 I I ARM C I 15.00 I 45.00 I 75.00 I 0.03 I 0.04 I 0.03 I I ARM D I 15.00 I 45.00 I 75.00 I 7.11 I 10.67 I 7.11 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.919 I 0.001 I 0.080 I I I I 0.0 I 633.0 I 1.0 I 55.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.600 I 0.000 I 0.002 I 0.398 I I I I 578.0 I 0.0 I 2.0 I 384.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 1.000 I 0.000 I 0.000 I 0.000 I I I I 2.0 I 0.0 I 0.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.148 I 0.851 I 0.002 I 0.000 I I I I 84.0 I 484.0 I 1.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 8.61 18.40 0.468 0.0 0.9 12.5 0.10 I I ARM B 12.05 25.68 0.469 0.0 0.9 12.7 0.07 I I ARM C 0.03 10.73 0.002 0.0 0.0 0.0 0.09 I I ARM D 7.11 28.96 0.246 0.0 0.3 4.8 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 10.28 17.72 0.580 0.9 1.4 19.5 0.13 I I ARM B 14.39 25.60 0.562 0.9 1.3 18.4 0.09 I I ARM C 0.03 9.41 0.003 0.0 0.0 0.0 0.11 I I ARM D 8.49 27.92 0.304 0.3 0.4 6.4 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 12.60 16.79 0.750 1.4 2.8 38.8 0.23 I I ARM B 17.62 25.49 0.691 1.3 2.2 31.0 0.13 I I ARM C 0.04 7.63 0.005 0.0 0.0 0.1 0.13 I I ARM D 10.40 26.50 0.392 0.4 0.6 9.4 0.06 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 12.60 16.79 0.750 2.8 2.9 43.2 0.24 I I ARM B 17.62 25.49 0.691 2.2 2.2 33.0 0.13 I I ARM C 0.04 7.60 0.005 0.0 0.0 0.1 0.13 I I ARM D 10.40 26.48 0.393 0.6 0.6 9.7 0.06 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 10.28 17.71 0.581 2.9 1.4 22.4 0.14 I I ARM B 14.39 25.59 0.562 2.2 1.3 20.3 0.09 I I ARM C 0.03 9.36 0.003 0.0 0.0 0.0 0.11 I I ARM D 8.49 27.88 0.305 0.6 0.4 6.7 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 8.61 18.38 0.468 1.4 0.9 13.9 0.10 I I ARM B 12.05 25.68 0.469 1.3 0.9 13.7 0.07 I I ARM C 0.03 10.68 0.002 0.0 0.0 0.0 0.09 I I ARM D 7.11 28.93 0.246 0.4 0.3 5.0 0.05 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.9 * 17.15 1.4 * 17.30 2.8 *** 17.45 2.9 *** 18.00 1.4 * 18.15 0.9 *
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.9 * 17.15 1.3 * 17.30 2.2 ** 17.45 2.2 ** 18.00 1.3 * 18.15 0.9 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.4 17.30 0.6 * 17.45 0.6 * 18.00 0.4 18.15 0.3
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 944.8 I 629.8 I 150.3 I 0.16 I 150.3 I 0.16 I I B I 1321.8 I 881.2 I 129.2 I 0.10 I 129.2 I 0.10 I I C I 2.7 I 1.8 I 0.3 I 0.11 I 0.3 I 0.11 I I D I 780.2 I 520.1 I 42.0 I 0.05 I 42.0 I 0.05 I ------I ALL I 3049.6 I 2033.0 I 321.8 I 0.11 I 321.8 I 0.11 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:54:51 on 05/08/2011]
------
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV Derby Rd-Dove Walk Mini rdbt PM.vai" (drive-on-the-left ) at 11:52:20 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Dove Walk ARM B - Dove Fields ARM C - Derby Rd SW ARM D - Derby Rd NE
MINI-ROUNDABOUT GEOMETRIC DATA ------
LIGHTING CONDITIONS : NORMAL
ROAD SURFACE CONDITION: NORMAL
------I ARM I V (m) I E (m) I Lm(M) I Vm(M) I A (M) I K (M) I G (%) I SLOPE I INTERCEPT I I I I I I I I I I I (PCU/MIN) I ------I ARM A I 2.00 I 4.00 I 10.00 I 2.00 I 8.00 I 2.50 I 0.00 I 0.515 I 14.021 I I ARM B I 4.00 I 5.00 I 5.00 I 4.00 I 11.50 I 3.50 I 0.00 I 0.585 I 14.549 I I ARM C I 2.50 I 3.50 I 15.00 I 2.50 I 16.50 I 13.00 I 0.00 I 0.538 I 14.583 I I ARM D I 3.50 I 4.40 I 2.00 I 3.50 I 10.00 I 2.50 I 0.00 I 0.548 I 15.607 I ------
V = approach half-width Lm = effective flare length A = distance between arms E = entry width Vm = minimum approach half-width K = entry corner kerb line G = gradient over 50m
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
------
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TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 0.21 I 0.32 I 0.21 I I ARM B I 15.00 I 45.00 I 75.00 I 2.15 I 3.23 I 2.15 I I ARM C I 15.00 I 45.00 I 75.00 I 8.43 I 12.64 I 8.43 I I ARM D I 15.00 I 45.00 I 75.00 I 7.93 I 11.89 I 7.93 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.353 I 0.294 I 0.353 I I I I 0.0 I 6.0 I 5.0 I 6.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.012 I 0.000 I 0.605 I 0.384 I I I I 2.0 I 0.0 I 104.0 I 66.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.045 I 0.083 I 0.000 I 0.872 I I I I 30.0 I 56.0 I 0.0 I 588.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.021 I 0.054 I 0.926 I 0.000 I I I I 13.0 I 34.0 I 587.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 0.21 8.44 0.025 0.0 0.0 0.4 0.12 I I ARM B 2.15 8.91 0.241 0.0 0.3 4.5 0.15 I I ARM C 8.43 12.76 0.660 0.0 1.9 25.4 0.22 I I ARM D 7.93 13.59 0.583 0.0 1.4 19.0 0.17 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 0.25 7.58 0.033 0.0 0.0 0.5 0.14 I I ARM B 2.57 8.04 0.319 0.3 0.5 6.7 0.18 I I ARM C 10.06 12.67 0.794 1.9 3.5 46.6 0.35 I I ARM D 9.46 13.48 0.702 1.4 2.2 31.2 0.24 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 0.31 6.51 0.048 0.0 0.0 0.7 0.16 I I ARM B 3.14 6.95 0.452 0.5 0.8 11.3 0.26 I I ARM C 12.32 12.54 0.983 3.5 12.1 130.9 0.90 I I ARM D 11.59 13.35 0.868 2.2 5.4 67.7 0.46 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 0.31 6.40 0.049 0.0 0.1 0.8 0.16 I I ARM B 3.14 6.86 0.459 0.8 0.8 12.3 0.27 I I ARM C 12.32 12.53 0.983 12.1 16.2 214.6 1.36 I I ARM D 11.59 13.33 0.870 5.4 5.9 85.2 0.54 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 0.25 7.40 0.034 0.1 0.0 0.6 0.14 I I ARM B 2.57 7.89 0.326 0.8 0.5 7.7 0.19 I I ARM C 10.06 12.66 0.795 16.2 4.4 106.5 0.69 I I ARM D 9.46 13.41 0.705 5.9 2.5 42.8 0.28 I I I ------I TIME DEMAND CAPACITY DEMAND/ CROSSING START END DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY USE QUEUE QUEUE (VEH.MIN/ PER ARRIVING I I (RFC) PER MIN (VEHS) (VEHS) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 0.21 8.34 0.025 0.0 0.0 0.4 0.12 I I ARM B 2.15 8.82 0.244 0.5 0.3 5.1 0.15 I I ARM C 8.43 12.76 0.660 4.4 2.0 33.5 0.25 I I ARM D 7.93 13.57 0.584 2.5 1.4 22.9 0.18 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.1 18.00 0.0 18.15 0.0
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.5 17.30 0.8 * 17.45 0.8 * 18.00 0.5 18.15 0.3
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.9 ** 17.15 3.5 *** 17.30 12.1 ************ 17.45 16.2 **************** 18.00 4.4 **** 18.15 2.0 **
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QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.4 * 17.15 2.2 ** 17.30 5.4 ***** 17.45 5.9 ****** 18.00 2.5 *** 18.15 1.4 *
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 23.3 I 15.5 I 3.3 I 0.14 I 3.3 I 0.14 I I B I 235.8 I 157.2 I 47.6 I 0.20 I 47.6 I 0.20 I I C I 924.2 I 616.1 I 557.4 I 0.60 I 557.6 I 0.60 I I D I 869.3 I 579.6 I 268.9 I 0.31 I 269.0 I 0.31 I ------I ALL I 2052.7 I 1368.5 I 877.3 I 0.43 I 877.5 I 0.43 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:52:25 on 05/08/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV A518-B5030 Spath rdbt PM.vai" (drive-on-the-left ) at 11:49:28 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: A518/B5030 Spath Rdbt LOCATION: DATE: 04/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - A518 The Dove Way ARM B - A518 ARM C - B5030
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 8.00 I 30.00 I 35.00 I 58.00 I 54.0 I 0.593 I 32.218 I I ARM B I 5.00 I 6.00 I 15.00 I 45.00 I 58.00 I 53.0 I 0.549 I 27.864 I I ARM C I 4.50 I 8.00 I 30.00 I 40.00 I 58.00 I 57.0 I 0.600 I 33.131 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 5.34 I 8.01 I 5.34 I I ARM B I 15.00 I 45.00 I 75.00 I 10.56 I 15.84 I 10.56 I I ARM C I 15.00 I 45.00 I 75.00 I 15.40 I 23.10 I 15.40 I ------
DEMAND SET TITLE: A518/B5030 Spath Rdbt ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ------I 16.45 - 18.15 I I I I I I I ARM A I 0.000 I 0.461 I 0.539 I I I I 0.0 I 197.0 I 230.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM B I 0.310 I 0.000 I 0.690 I I I I 262.0 I 0.0 I 583.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I ARM C I 0.162 I 0.838 I 0.000 I I I I 199.0 I 1033.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 5.34 21.68 0.246 0.0 0.3 4.8 0.06 I I ARM B 10.56 23.76 0.445 0.0 0.8 11.5 0.08 I I ARM C 15.40 28.16 0.547 0.0 1.2 17.2 0.08 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 6.37 20.17 0.316 0.3 0.5 6.7 0.07 I I ARM B 12.61 23.45 0.538 0.8 1.1 16.7 0.09 I I ARM C 18.39 27.77 0.662 1.2 1.9 27.6 0.11 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 7.81 18.18 0.429 0.5 0.7 10.8 0.10 I I ARM B 15.45 23.03 0.671 1.1 2.0 28.3 0.13 I I ARM C 22.52 27.25 0.826 1.9 4.4 59.8 0.20 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 7.81 18.10 0.431 0.7 0.8 11.2 0.10 I I ARM B 15.45 23.02 0.671 2.0 2.0 30.0 0.13 I I ARM C 22.52 27.24 0.827 4.4 4.6 67.9 0.21 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 6.37 20.07 0.318 0.8 0.5 7.2 0.07 I I ARM B 12.61 23.44 0.538 2.0 1.2 18.4 0.09 I I ARM C 18.39 27.76 0.662 4.6 2.0 32.0 0.11 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 5.34 21.61 0.247 0.5 0.3 5.0 0.06 I I ARM B 10.56 23.75 0.445 1.2 0.8 12.4 0.08 I I ARM C 15.40 28.15 0.547 2.0 1.2 18.9 0.08 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.5 17.30 0.7 * 17.45 0.8 * 18.00 0.5 18.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.8 * 17.15 1.1 * 17.30 2.0 ** 17.45 2.0 ** 18.00 1.2 * 18.15 0.8 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.2 * 17.15 1.9 ** 17.30 4.4 **** 17.45 4.6 ***** 18.00 2.0 ** 18.15 1.2 *
QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 585.5 I 390.3 I 45.8 I 0.08 I 45.8 I 0.08 I I B I 1158.7 I 772.4 I 117.4 I 0.10 I 117.4 I 0.10 I I C I 1689.3 I 1126.2 I 223.4 I 0.13 I 223.4 I 0.13 I ------I ALL I 3433.5 I 2289.0 I 386.6 I 0.11 I 386.7 I 0.11 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:49:34 on 05/08/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV Dove Bank-Town Meadows rdbt PM.vai" (drive-on-the-left ) at 11:55:45 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 05/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Retail Access ARM B - Town Meadows Way ARM C - Dove Bank ARM D - A518
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 4.00 I 5.00 I 5.00 I 20.00 I 40.00 I 30.0 I 0.581 I 23.279 I I ARM B I 5.00 I 7.00 I 23.00 I 25.00 I 40.00 I 60.0 I 0.634 I 30.025 I I ARM C I 3.00 I 5.00 I 30.00 I 45.00 I 40.00 I 56.0 I 0.547 I 21.994 I I ARM D I 7.00 I 7.00 I 0.00 I 15.00 I 40.00 I 64.0 I 0.628 I 30.603 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 2.64 I 3.96 I 2.64 I I ARM B I 15.00 I 45.00 I 75.00 I 11.60 I 17.40 I 11.60 I I ARM C I 15.00 I 45.00 I 75.00 I 7.29 I 10.93 I 7.29 I I ARM D I 15.00 I 45.00 I 75.00 I 13.99 I 20.98 I 13.99 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.436 I 0.156 I 0.408 I I I I 0.0 I 92.0 I 33.0 I 86.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.119 I 0.000 I 0.194 I 0.688 I I I I 110.0 I 0.0 I 180.0 I 638.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.206 I 0.379 I 0.000 I 0.415 I I I I 120.0 I 221.0 I 0.0 I 242.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.063 I 0.776 I 0.161 I 0.000 I I I I 71.0 I 868.0 I 180.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 2.64 12.00 0.220 0.0 0.3 4.0 0.11 I I ARM B 11.60 24.94 0.465 0.0 0.9 12.5 0.07 I I ARM C 7.29 14.32 0.509 0.0 1.0 14.4 0.14 I I ARM D 13.99 24.31 0.575 0.0 1.3 19.1 0.10 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 3.15 10.20 0.309 0.3 0.4 6.4 0.14 I I ARM B 13.85 24.48 0.566 0.9 1.3 18.7 0.09 I I ARM C 8.70 13.20 0.659 1.0 1.9 26.0 0.22 I I ARM D 16.70 23.61 0.707 1.3 2.3 33.1 0.14 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 3.86 7.93 0.487 0.4 0.9 12.9 0.24 I I ARM B 16.96 23.88 0.711 1.3 2.4 33.6 0.14 I I ARM C 10.66 11.70 0.911 1.9 6.9 80.6 0.62 I I ARM D 20.46 22.77 0.898 2.3 7.2 89.5 0.34 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 3.86 7.73 0.499 0.9 1.0 14.4 0.26 I I ARM B 16.96 23.84 0.712 2.4 2.4 36.1 0.15 I I ARM C 10.66 11.66 0.914 6.9 8.1 114.1 0.82 I I ARM D 20.46 22.67 0.902 7.2 8.1 115.7 0.42 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 3.15 9.86 0.319 1.0 0.5 7.5 0.15 I I ARM B 13.85 24.42 0.567 2.4 1.3 20.8 0.10 I I ARM C 8.70 13.15 0.662 8.1 2.0 38.7 0.27 I I ARM D 16.70 23.44 0.713 8.1 2.6 44.1 0.17 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 2.64 11.88 0.222 0.5 0.3 4.4 0.11 I I ARM B 11.60 24.91 0.466 1.3 0.9 13.6 0.08 I I ARM C 7.29 14.28 0.510 2.0 1.1 16.8 0.15 I I ARM D 13.99 24.25 0.577 2.6 1.4 21.6 0.10 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.4 17.30 0.9 * 17.45 1.0 * 18.00 0.5 18.15 0.3
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.9 * 17.15 1.3 * 17.30 2.4 ** 17.45 2.4 ** 18.00 1.3 * 18.15 0.9 *
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.0 * 17.15 1.9 ** 17.30 6.9 ******* 17.45 8.1 ******** 18.00 2.0 ** 18.15 1.1 *
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 1.3 * 17.15 2.3 ** 17.30 7.2 ******* 17.45 8.1 ******** 18.00 2.6 *** 18.15 1.4 *
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 289.3 I 192.9 I 49.6 I 0.17 I 49.6 I 0.17 I I B I 1272.5 I 848.3 I 135.2 I 0.11 I 135.2 I 0.11 I I C I 799.4 I 532.9 I 290.5 I 0.36 I 290.5 I 0.36 I I D I 1534.4 I 1022.9 I 323.2 I 0.21 I 323.2 I 0.21 I ------I ALL I 3895.6 I 2597.1 I 798.5 I 0.20 I 798.6 I 0.20 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:55:51 on 05/08/2011] APPENDIX K
FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 06401406Road: A 518 Grid Reference: 409490 333760 District Council: East Staffordshire Time: 0750 Wednesday 11-January-2006 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: TOWN MEADOWS WAY R'ABOUT UTTOXETER J/W DOVE BANK The accident occured at a roundabout on the A518, at its junction with the A518 controlled by a give way or uncontrolled. There was a pelican/puffin/toucan within 50 metres..
Special conditions and hazards: None Vehicle 1 Car, travelling from N to S was going ahead other on the main carriageway. The vehicle was entering main road and collided with vehicle 2. The female driver aged 36 lived in ST3 had regularly travelled through the site before. Vehicle 2 Pedal Cycle, travelling from W to E 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 35 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male rider aged 35 suffered a slight injury. Contributory Factors Vehicle 1 Junction restart Vehicle 1 Failed to look properly
Acc. Ref. No: 06401962Road: A 522 Grid Reference: 408660 334330 District Council: East Staffordshire Time: 1845 Monday 16-January-2006 Lighting: Darkness: street lights present and lit Weather: Raining without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: NEW RD J/W HOLLY RD UTTOXETER The accident occured at a T or staggered junction on the A522, a single carriageway at its junction with the Unclassified539 controlled by a give way or uncontrolled. There was a pelican/puffin/toucan within 50 metres..
Special conditions and hazards: None Vehicle 1 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 2. The female driver aged 35 lived in ST6 . Vehicle 2 Car, travelling from SW to NE was starting on the main carriageway. The vehicle was entering main road and collided with vehicle 1. The male driver aged 22 lived in ST14. Casualty 1 (Vehicle 1) A male vehicle or pillion passenger age unknown suffered a slight injury. Contributory Factors Vehicle 2 Disobeyed Give Way or Stop sign or markings Vehicle 1 Other
Acc. Ref. No: 06402580Road: A 50 Grid Reference: 407930 334670 District Council: East Staffordshire Time: 0745 Monday 16-January-2006 Lighting: Daylight:street lights present Weather: Raining without high winds Speed limit: 70 Severity: SLIGHT Road surface Wet/Damp Location: A50 W/B J/W A522 NEW ROAD UTTOXETER The accident occured at a T or staggered junction on the A50, a dual carriageway at its junction with the A522 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Goods 7.5 tonnes mgw and over, travelling from E to NW was changing lane to right on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 2. The male driver aged 55 lived in DN3 had regularly travelled through the site before. Vehicle 2 Goods 7.5 tonnes mgw and over, travelling from E 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 49 lived in LE11 had regularly travelled through the site before. Vehicle 3 Car, travelling from E 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 female driver aged 25 lived in NG7 had regularly travelled through the site before. Vehicle 4 Car, travelling from S to NW was turning left on the main carriageway. The vehicle was entering main road. The untraced driver of an unknown age . Casualty 1 (Vehicle 3) A female driver aged 25 suffered a slight injury. Contributory Factors Vehicle 4 Failed to look properly Vehicle 2 Sudden braking Vehicle 1 Slippery road (due to weather) Vehicle 1 Swerved Vehicle 4 Careless/Reckless/In a hurry
Registered to: Staffordshire County Council 1 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 06402998Road: A 50 Grid Reference: 408660 334730 District Council: East Staffordshire Time: 2207 Monday 23-January-2006 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: A50 R/BOUT ASBOURNE RD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the B5030 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2. The male driver of an unknown age . Vehicle 2 Pedal Cycle, travelling from S to N 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 18 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male rider aged 18 suffered a slight injury.
Acc. Ref. No: 06404773Road: A 50 Grid Reference: 408710 334720 District Council: East Staffordshire Time: 1235 Sunday 12-February-2006 Lighting: Daylight:street lights present Weather: Raining without high winds Speed limit: 50 Severity: SLIGHT Road surface Wet/Damp Location: A50 J/W ASHBOURNE ROAD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled. There was a pelican/puffin/toucan within 50 metres..
Special conditions and hazards: None Vehicle 1 Car, travelling from E to W was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and skidded and collided with vehicle 2. The male driver aged 34 lived in NN16. Vehicle 2 Car, travelling from E to W was stopping on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The female driver aged 41 lived in LE7 . Casualty 1 (Vehicle 2) A male vehicle or pillion passenger aged 14 suffered a slight injury. Contributory Factors Vehicle 1 Sudden braking Vehicle 1 Slippery road (due to weather)
Acc. Ref. No: 06407069Road: A 50 Grid Reference: 409950 334470 District Council: East Staffordshire Time: 1750 Friday 03-March-2006 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: A50 E/B J/W DERBY ROAD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from NW to E 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 59 lived in CA14 had occasionally travelled through the site before. Vehicle 2 Car, travelling from NW to E was stopping on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The female driver aged 41 lived in WA9 had occasionally travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 41 suffered a slight injury. Casualty 2 (Vehicle 2) A male vehicle or pillion passenger aged 49 suffered a slight injury. Contributory Factors Vehicle 1 Following too close Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Careless/Reckless/In a hurry
Registered to: Staffordshire County Council 2 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 06408642Road: A Grid Reference: 408660 334710 District Council: East Staffordshire Time: 1229 Saturday 18-March-2006 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 60 Severity: SLIGHT Road surface Dry Location: A50 W/B J/W ASHBOURNE RD UTTOXETER
Special conditions and hazards: None Vehicle 1 Car, travelling from E to N 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 25 lived in N4 . Vehicle 2 Motor Cycle over 50 cc and up to 125cc, travelling from E to W 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 35 lived in PR1 . Casualty 1 (Vehicle 2) A male rider aged 35 suffered a slight injury. Contributory Factors Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Poor turn or manoevre
Acc. Ref. No: 06410836Road: D 530 Grid Reference: 409140 333560 District Council: East Staffordshire Time: 1500 Monday 10-April-2006 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: HIGH ST UTTOXETER APPROX 65MTRS S/W J/W SMITHFIELD RD The accident occured on the D530, There was a zebra crossing within 50 metres..
Special conditions and hazards: Other object in carriageway Vehicle 1 Car, travelling from N to S was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction. The male driver aged 22 lived in LE51 had not travelled through the site before. Casualty 1 (Vehicle 1) A female vehicle or pillion passenger aged 18 suffered a slight injury. Contributory Factors Vehicle 1 Disobeyed automatic traffic signal Vehicle 1 Failed to look properly Vehicle 1 Traffic calming (eg speed cushions etc.)
Acc. Ref. No: 06416800Road: D 544 Grid Reference: 408940 334470 District Council: East Staffordshire Time: 1350 Monday 12-June-2006 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: OS 7 PARK ST UTTOXETER APPROX 5MTRS SE J/W JOHNSON RD. The accident occured at a T or staggered junction on the D544, a single carriageway at its junction with the Unclassified544 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from SE to SW was turning left on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and skidded. The female driver aged 19 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A female driver aged 19 suffered a slight injury. Contributory Factors Vehicle 1 Loss of control
Registered to: Staffordshire County Council 3 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 06417292Road: A 522 Grid Reference: 409360 333600 District Council: East Staffordshire Time: 1530 Tuesday 20-June-2006 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SILVER ST J/W CHURCH ST UTTOXETER The accident occured at a T or staggered junction on the A522, a single carriageway at its junction with the Unclassified530 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 male driver aged 20 lived in ST14. Vehicle 2 Car, travelling from NW to N was waiting to turn left on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The male driver aged 50 lived in ST10. Casualty 1 (Vehicle 2) A male driver aged 50 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed
Acc. Ref. No: 06419853Road: A 518 Grid Reference: 408680 334800 District Council: East Staffordshire Time: 1400 Tuesday 18-July-2006 Lighting: Daylight: no street lighting Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: ASHBOURNE RD 50MTS N/TH R/BOUT J/W A50 UTTOXETER The accident occured on the A518, a single carriageway .
Special conditions and hazards: None Vehicle 1 Pedal Cycle, travelling from S to N was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction. The male driver aged 66 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male rider aged 66 suffered a slight injury. Contributory Factors Vehicle 1 Disability or illness, mental or physical
Acc. Ref. No: 06421591Road: A 50 Grid Reference: 408680 334740 District Council: East Staffordshire Time: 1935 Tuesday 01-August-2006 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: A50 EASTBOUND R/ABOUT J/W ASHBOURNE RD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was entering roundabout. The male driver aged 39 lived in ST7 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A female pedestrian aged 14 suffered a slight injury crossing from driver's offside2. Contributory Factors Casualty 1 Failed to look properly Casualty 1 Failed to judge vehicles path or speed
Registered to: Staffordshire County Council 4 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 06424352Road: A 50 Grid Reference: 408650 334730 District Council: East Staffordshire Time: 0640 Saturday 02-September-2006 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 60 Severity: SLIGHT Road surface Dry Location: A50 UTTOXETER BY PASS R/BOUT J/W ASHBOURNE RD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was entering roundabout and skidded. The male driver aged 30. Casualty 1 (Vehicle 1) A male driver aged 30 suffered a slight injury. Contributory Factors Vehicle 1 Disobeyed Give Way or Stop sign or markings Vehicle 1 Exceeding speed limit Vehicle 1 Travelling too fast for conditions Vehicle 1 Junction overshoot Vehicle 1 Impaired by alcohol
Acc. Ref. No: 06425125Road: D 544 Grid Reference: 409050 334280 District Council: East Staffordshire Time: 1650 Saturday 16-September-2006 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: PARK ST UTTOXETER APPROX 30 MTRS N/W SLADEFIELDS The accident occured on the D544, a single carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from S to N was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction. The male driver of an unknown age had regularly travelled through the site before. Vehicle 2 Car, travelling from S to N was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction. The female driver of an unknown age . Casualty 1 (Vehicle 1) A female pedestrian age unknown suffered a slight injury9.
Acc. Ref. No: 06428178Road: A 522 Grid Reference: 409410 333730 District Council: East Staffordshire Time: 1526 Thursday 19-October-2006 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SERIOUS Road surface Dry Location: DOVE BANK UTTOXETER O/S 35 The accident occured on the A522, a single carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction. The female driver aged 51 lived in DE65 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male pedestrian aged 14 suffered a serious injury crossing from driver's nearside4. Contributory Factors Casualty 1 Failed to look properly
Registered to: Staffordshire County Council 5 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 06029677Road: A 50 Grid Reference: 408590 334720 District Council: East Staffordshire Time: 0650 Monday 06-November-2006 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Wet/Damp Location: A50 E/B APPROACHING J/W ASHBOURNE RD The accident occured on the A50, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was overtaking a moving vehicle on the offside on the main carriageway. The vehicle was not at, or within 20M of a junction and skidded and collided with vehicle 2. The male driver aged 22 lived in ST3 had regularly travelled through the site before. Vehicle 2 Car, travelling from W to E 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 29 lived in ST3 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male vehicle or pillion passenger aged 25 suffered a slight injury. Contributory Factors Vehicle 1 Careless/Reckless/In a hurry Vehicle 1 Following too close
Acc. Ref. No: 07001363Road: A 522 Grid Reference: 408650 334330 District Council: East Staffordshire Time: 1705 Monday 08-January-2007 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: NEW RD UTTOXETER J/W HOLLY RD The accident occured at a crossroads on the A522, a single carriageway at its junction with the Unclassified539 controlled by a give way or uncontrolled. There was a pelican/puffin/toucan within 50 metres..
Special conditions and hazards: None Vehicle 1 Car, travelling from E to W was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 2. The female driver aged 22 lived in ST14. Vehicle 2 Car, travelling from S to N was starting on the main carriageway. The vehicle was entering main road and collided with vehicle 1. The male driver aged 41 lived in ST6 . Casualty 1 (Vehicle 2) A male driver aged 41 suffered a slight injury. Contributory Factors Vehicle 2 Junction restart Vehicle 2 Failed to judge other persons path or speed
Acc. Ref. No: 07003369Road: A 522 Grid Reference: 409360 333600 District Council: East Staffordshire Time: 1830 Monday 22-January-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SILVER ST UTTOXETER J/W CHURCH ST The accident occured at a T or staggered junction on the A522, a single carriageway at its junction with the A522 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from NW to S 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 33 lived in ST14 had regularly travelled through the site before. Vehicle 2 Car, travelling from NW to N was waiting to turn left on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The female driver aged 25 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 25 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Careless/Reckless/In a hurry
Registered to: Staffordshire County Council 6 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 07006680Road: A 50 Grid Reference: 410040 334450 District Council: East Staffordshire Time: 1015 Thursday 08-March-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: A50 E/B 20 MTS EAST OF DERBY ROAD UTTOXETER The accident occured on the A50, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Goods 7.5 tonnes mgw and over, travelling from SW to E was changing lane to left on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 2. The male driver aged 56 lived in WS15 had regularly travelled through the site before. Vehicle 2 Car, travelling from SW to E was overtaking on the nearside on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The female driver aged 19 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 19 suffered a slight injury. Contributory Factors Vehicle 2 Illegal turn or direction of travel Vehicle 1 Failed to look properly Vehicle 2 Failed to judge other persons path or speed Vehicle 2 Poor turn or manoevre
Acc. Ref. No: 07007329Road: C 110 Grid Reference: 408620 334990 District Council: East Staffordshire Time: 1558 Thursday 08-March-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SERIOUS Road surface Dry Location: ASHBOURNE RD O/S FOUR WINDS STRAMSHALL The accident occured on the C110, a single carriageway .
Special conditions and hazards: None Vehicle 1 Bus or coach, travelling from E to N was going ahead on a right bend on the main carriageway. The vehicle was not at, or within 20M of a junction. The male driver aged 59 lived in ST4 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A female vehicle or pillion passenger aged 15 suffered a serious injury. Contributory Factors Casualty 1 Other
Acc. Ref. No: 07006758Road: A 518 Grid Reference: 408780 335160 District Council: East Staffordshire Time: 2148 Sunday 11-March-2007 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: ASHBOURNE RD R'ABOUT UTTOXETER J/W THE DOVE WAY The accident occured at a roundabout on the A518, at its junction with the B5030 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from NE to SW was going ahead other on the main carriageway. The vehicle was entering roundabout and overturned. The male driver aged 57 lived in ST10. Casualty 1 (Vehicle 1) A male driver aged 57 suffered a slight injury. Contributory Factors Vehicle 1 Junction overshoot Vehicle 1 Exceeding speed limit
Registered to: Staffordshire County Council 7 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 07008641Road: D 530 Grid Reference: 409360 333590 District Council: East Staffordshire Time: 2140 Saturday 31-March-2007 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: CHURCH ST J/W SILVER ST UTTOXETER The accident occured at a T or staggered junction on the D530, a single carriageway at its junction with the A522 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to S was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle 2. The male driver aged 19 lived in DE4 had not travelled through the site before. Vehicle 2 Car, travelling from S to N was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and skidded and collided with vehicle 1. The male driver aged 26 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 26 suffered a slight injury. Contributory Factors Vehicle 1 Poor turn or manoevre Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed
Acc. Ref. No: 07008793Road: B 5030 Grid Reference: 409030 334730 District Council: East Staffordshire Time: 1755 Saturday 31-March-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: A50 APPROX 325 MTS EAST R/BOUT J/W ASHBOURNE UTTOXETER The accident occured on the B5030, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E 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 42 lived in ST10. Vehicle 2 Goods over 3.5 tonnes and under 7.5 tonnes mgw, travelling from W to E 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 40 lived in ST6 . Casualty 1 (Vehicle 2) A male vehicle or pillion passenger aged 25 suffered a slight injury. Casualty 2 (Vehicle 1) A male driver aged 42 suffered a slight injury. Contributory Factors Vehicle 1 Following too close
Acc. Ref. No: 07011420Road: A 522 Grid Reference: 409350 333600 District Council: East Staffordshire Time: 2205 Wednesday 02-May-2007 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SILVER ST APPROX 17MTRS E Y/W CHURCH ST UTTOXETER The accident occured at a T or staggered junction on the A522, at its junction with the A522 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from S to W was going ahead on a left bend on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and skidded and overturned. The male driver aged 17 lived in ST14. Casualty 1 (Vehicle 1) A male driver aged 17 suffered a slight injury. Contributory Factors Vehicle 1 Swerved Vehicle 1 Distraction in vehicle
Registered to: Staffordshire County Council 8 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 07015361Road: A 50 Grid Reference: 407930 334680 District Council: East Staffordshire Time: 1235 Saturday 16-June-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: A50 E/B OPPOSITE A522 NEW RD UTTOXETER The accident occured on the A50, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction and skidded and collided with vehicle 2. The female driver aged 71 lived in PR4 . Vehicle 2 Car, travelling from W to E 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 male driver aged 32 lived in GL1 . Vehicle 3 Car, travelling from W to E 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 male driver aged 61 lived in LN3 . Casualty 1 (Vehicle 1) A female driver aged 71 suffered a slight injury. Casualty 2 (Vehicle 2) A male driver aged 32 suffered a slight injury. Casualty 3 (Vehicle 2) A female vehicle or pillion passenger aged 30 suffered a slight injury. Contributory Factors Vehicle 1 Following too close Vehicle 1 Sudden braking
Acc. Ref. No: 07016988Road: A 50 Grid Reference: 408530 334710 District Council: East Staffordshire Time: 1350 Tuesday 03-July-2007 Lighting: Daylight:street lights present Weather: Raining without high winds Speed limit: 40 Severity: SLIGHT Road surface Wet/Damp Location: A50 EAST BOUND APPROX 150 MTRS W J/W A518 UTTOXETER The accident occured on the A50, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Motorcycle over 500cc, travelling from W to E was stopping on the main carriageway. The vehicle was not at, or within 20M of a junction and skidded. The male driver aged 44 lived in N93 . Casualty 1 (Vehicle 1) A female vehicle or pillion passenger aged 43 suffered a slight injury. Contributory Factors Vehicle 1 Slippery road (due to weather)
Acc. Ref. No: 07017930Road: A 522 Grid Reference: 408780 334240 District Council: East Staffordshire Time: 1812 Saturday 07-July-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SERIOUS Road surface Dry Location: CHEADLE RD UTTOXETER O/S HEATH HOUSE The accident occured on the A522, 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. The male driver aged 70 lived in ST14. Casualty 1 (Vehicle 1) A male driver aged 70 suffered a serious injury. Contributory Factors Vehicle 1 Illness or disability, mental or physical Vehicle 1 Loss of control
Registered to: Staffordshire County Council 9 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 07019038Road: A 522 Grid Reference: 407930 334660 District Council: East Staffordshire Time: 0940 Thursday 19-July-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: NEW RD J/W A50 UTTOXETER The accident occured at a T or staggered junction on the A522, a slip road at its junction with the A50 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from SE to NW was going ahead but held up on the main carriageway. The vehicle was entering from slip road and collided with vehicle 2. The male driver aged 35 lived in ST5 had regularly travelled through the site before. Vehicle 2 Car, travelling from SE to NW was going ahead other on the main carriageway. The vehicle was entering from slip road and collided with vehicle 1. The male driver aged 41 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female vehicle or pillion passenger aged 39 suffered a slight injury. Contributory Factors Vehicle 1 Junction restart Vehicle 1 Failed to look properly
Acc. Ref. No: 07020940Road: A 50 Grid Reference: 407920 334670 District Council: East Staffordshire Time: 1840 Sunday 12-August-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 60 Severity: SLIGHT Road surface Dry Location: A50 W/B J/W NEW RD UTTOXETER The accident occured at a T or staggered junction on the A50, a dual carriageway at its junction with the A522 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from E to W was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 2. The female driver aged 47 lived in NN3 had occasionally travelled through the site before. Vehicle 2 Car, travelling from E to W 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 67 lived in CW12 had occasionally travelled through the site before. Vehicle 3 Car, travelling from E to W on the main carriageway. The vehicle was mid junction - on roundabout or main road. The untraced driver of an unknown age . Casualty 1 (Vehicle 2) A male driver aged 67 suffered a slight injury. Contributory Factors Vehicle 1 Travelling too fast for conditions Vehicle 1 Failed to judge other persons path or speed Vehicle 2 Sudden braking Vehicle 1 Careless/Reckless/In a hurry Vehicle 1 Dazzling sun
Acc. Ref. No: 07023384Road: A 50 Grid Reference: 408660 334700 District Council: East Staffordshire Time: 1900 Sunday 09-September-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: A50 R'BOUT UTTOXETER J/W ASHBOURNE RD The accident occured at a roundabout on the A50, at its junction with the B5030 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to W was going ahead other on the main carriageway. The vehicle was leaving roundabout and skidded. The male driver aged 20 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male driver aged 20 suffered a slight injury. Casualty 2 (Vehicle 1) A male vehicle or pillion passenger aged 20 suffered a slight injury. Contributory Factors Vehicle 1 Inexperience with type of vehicle Vehicle 1 Loss of control Vehicle 1 Travelling too fast for conditions
Registered to: Staffordshire County Council 10 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 07024112Road: A 518 Grid Reference: 408670 334790 District Council: East Staffordshire Time: 1700 Tuesday 18-September-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: AHSBOURNE RD APPROX 45MTRS J/W A50 UTTOXETER The accident occured on the A518, a single carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from E to N 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 22 lived in RG41. Vehicle 2 Goods 7.5 tonnes mgw and over, travelling from E to N 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 of an unknown age lived in ST14. Casualty 1 (Vehicle 1) A female driver aged 22 suffered a slight injury. Casualty 2 (Vehicle 1) A female vehicle or pillion passenger aged 20 suffered a slight injury. Contributory Factors Vehicle 1 Following too close
Acc. Ref. No: 07025946Road: A 50 Grid Reference: 408360 334690 District Council: East Staffordshire Time: 0730 Wednesday 10-October-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Wet/Damp Location: A50 UTTOXETER APPROX 290 MTRS WEST J/W B5030 The accident occured on the A50, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E 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 57 lived in BL9 . Vehicle 2 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The male driver aged 33 lived in PL11. Casualty 1 (Vehicle 1) A male driver aged 57 suffered a slight injury. Contributory Factors Vehicle 1 Failed to signal/Misleading signal Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Loss of control Vehicle 1 Aggressive driving Vehicle 1 Careless/Reckless/In a hurry
Acc. Ref. No: 07026863Road: A 50 Grid Reference: 410000 334420 District Council: East Staffordshire Time: 0750 Sunday 21-October-2007 Lighting: Daylight:street lights present Weather: Fog or mist Speed limit: 70 Severity: SLIGHT Road surface Wet/Damp Location: A50 BYPASS R/B J/W DERBY RD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Other motor vehicle, travelling from SE to NW was going ahead on a left bend on the main carriageway. The vehicle was mid junction - on roundabout or main road. The male driver aged 59 lived in NG34. Casualty 1 (Vehicle 1) A male driver aged 59 suffered a slight injury. Contributory Factors Vehicle 1 Loss of control Vehicle 1 Exceeding speed limit
Registered to: Staffordshire County Council 11 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 07028619Road: A 522 Grid Reference: 409370 333670 District Council: East Staffordshire Time: 1250 Tuesday 13-November-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: DOVE BANK UTTOXETER APPROX 15MTS N/TH BACK LANE The accident occured at a T or staggered junction on the A522, 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 NE to S was going ahead on a left bend on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and skidded and collided with vehicle 2. The female driver aged 28 lived in ST14. Vehicle 2 Car, travelling from S to NE was going ahead on a right bend on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit and collided with vehicle 1. The male driver aged 81 lived in DE13. Casualty 1 (Vehicle 1) A female driver aged 28 suffered a slight injury. Casualty 2 (Vehicle 2) A male driver aged 81 suffered a slight injury. Contributory Factors Vehicle 1 Exceeding speed limit Vehicle 1 Loss of control
Acc. Ref. No: 07029041Road: A 518 Grid Reference: 408690 334750 District Council: East Staffordshire Time: 1430 Thursday 15-November-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: ASHBOURNE RD R/B J/W A50 UTTOXETER The accident occured at a roundabout on the A518, at its junction with the A50 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from N to S was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 2. The male driver of an unknown age had occasionally travelled through the site before. Vehicle 2 Car, travelling from N to S was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 1. The male driver aged 47 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female vehicle or pillion passenger age unknown suffered a slight injury. Contributory Factors Vehicle 1 Following too close
Acc. Ref. No: 07028802Road: A 522 Grid Reference: 408270 334470 District Council: East Staffordshire Time: 1730 Thursday 15-November-2007 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: NEW RD UTTOXETER J/W GRANGE RD The accident occured at a T or staggered junction on the A522, a single carriageway at its junction with the Unclassified541 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E 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 of an unknown age had regularly travelled through the site before. Vehicle 2 Car, travelling from W to S was turning right on the main carriageway. The vehicle was leaving main road and collided with vehicle 1. The female driver aged 34 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 34 suffered a slight injury. Casualty 2 (Vehicle 2) A male vehicle or pillion passenger aged 39 suffered a slight injury. Casualty 3 (Vehicle 2) A female vehicle or pillion passenger aged 11 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Careless/Reckless/In a hurry
Registered to: Staffordshire County Council 12 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 07029985Road: A 522 Grid Reference: 407950 334640 District Council: East Staffordshire Time: 0400 Sunday 25-November-2007 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 70 Severity: FATAL Road surface Wet/Damp Location: NEW RD J/W A50 WESTBOUND UTTOXETER The accident occured at a slip road on the A522, a slip road at its junction with the A50 controlled by a give way or uncontrolled..
Special conditions and hazards: Road works Vehicle 1 Car, travelling from E to S was changing lane to left on the main carriageway. The vehicle was leaving main road and collided with vehicle 2. The male driver aged 49 lived in ST3 had regularly travelled through the site before. Vehicle 2 Goods 7.5 tonnes mgw and over, on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The male driver of an unknown age . Casualty 1 (Vehicle 1) A male driver aged 49 suffered a fatal injury. Contributory Factors Vehicle 1 Temporary road layout (eg contraflow) Vehicle 1 Fatigue
Acc. Ref. No: 07031300Road: A 522 Grid Reference: 409360 333600 District Council: East Staffordshire Time: 1030 Monday 10-December-2007 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SILVER ST J/W CHURCH ST UTTOXETER The accident occured at a T or staggered junction on the A522, a single carriageway at its junction with the Unclassified530 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 male driver of an unknown age lived in ST14. Vehicle 2 Car, travelling from NW to N was waiting to turn left 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 ST10. Casualty 1 (Vehicle 2) A female driver aged 47 suffered a slight injury. Contributory Factors Vehicle 1 Dazzling sun
Acc. Ref. No: 08003125Road: A 518 Grid Reference: 409500 333850 District Council: East Staffordshire Time: 1845 Tuesday 29-January-2008 Lighting: Darkness: street lights present and lit Weather: Raining without high winds Speed limit: 40 Severity: SERIOUS Road surface Wet/Damp Location: TOWN MEADOWS WAY J/W THE DOVE WAY UTTOXETER The accident occured at a roundabout on the A518, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: Permanent road signing defective or obscured Vehicle 1 Other motor vehicle, travelling from S to NE 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 45 lived in ST10 had regularly travelled through the site before. Vehicle 2 Motorcycle 50cc and under, travelling from N to S was going ahead other on the main carriageway. The vehicle was entering roundabout and collided with vehicle 1. The male driver aged 17 lived in ST14. Casualty 1 (Vehicle 2) A male rider aged 17 suffered a serious injury. Contributory Factors Vehicle 2 Deposit on road (eg oil, mud, chippings) Vehicle 2 Inadequate/Masked signs or road markings Vehicle 1 Failed to signal/Misleading signal Vehicle 2 Failed to look properly Vehicle 2 Failed to judge other persons path or speed Vehicle 2 Inexperienced or learner driver/rider
Registered to: Staffordshire County Council 13 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 08004832Road: A 522 Grid Reference: 408420 334420 District Council: East Staffordshire Time: 1510 Saturday 23-February-2008 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: NEW RD UTTOXETER J/W APPLEWOOD CLOSE The accident occured at a T or staggered junction on the A522, a single carriageway at its junction with the Unclassified541 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from S to E was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle 2. The male driver aged 19 lived in DE6 had occasionally travelled through the site before. Vehicle 2 Car, travelling from E to W 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 38 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 38 suffered a slight injury. Contributory Factors Vehicle 1 Disobeyed Give Way or Stop sign or markings Vehicle 1 Failed to signal/Misleading signal Vehicle 1 Stationary or parked vehicle
Acc. Ref. No: 08007440Road: B 5030 Grid Reference: 408700 334370 District Council: East Staffordshire Time: 1610 Friday 28-March-2008 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: ASHBOURNE ROAD J/W JOHNSON ROAD UTTOXETER The accident occured at a T or staggered junction on the B5030, a single carriageway at its junction with the Unclassified544 controlled by a give way or uncontrolled. There was a pelican/puffin/toucan within 50 metres..
Special conditions and hazards: None Vehicle 1 Car, travelling from SE to N was overtaking a static vehicle on the offside on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 2. The male driver aged 45. Vehicle 2 Car, travelling from SE to NE was waiting to turn right on the main carriageway. The vehicle was leaving main road and collided with vehicle 1. The female driver aged 50 lived in ST14 had regularly travelled through the site before. Vehicle 3 Car, travelling from SE to N was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach. The male driver aged 23 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 50 suffered a slight injury. Contributory Factors Vehicle 1 Exceeding speed limit Vehicle 1 Travelling too fast for conditions Vehicle 1 Vehicle in course of crime
Acc. Ref. No: 08007514Road: A 50 Grid Reference: 408460 334710 District Council: East Staffordshire Time: 0700 Wednesday 02-April-2008 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: A50 E/B 200 MTS WEST OF ASHBOURNE RD UTTOXETER The accident occured on the A50, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction and skidded and overturned. The male driver aged 24 lived in ST15 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male driver aged 24 suffered a slight injury. Contributory Factors Vehicle 1 Impaired by alcohol Vehicle 1 Sudden braking Vehicle 1 Swerved
Registered to: Staffordshire County Council 14 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 08011266Road: C 351 Grid Reference: 409090 333620 District Council: East Staffordshire Time: 1333 Tuesday 06-May-2008 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: SMITHFIELD RD UTTOXETER 85 MTRS EAST J/W SHORT ST The accident occured on the C351, a single carriageway There was a zebra crossing within 50 metres..
Special conditions and hazards: None Vehicle 1 Motorcycle 50cc and under, travelling from W to E was stopping on the main carriageway. The vehicle was not at, or within 20M of a junction. The female driver aged 22 lived in ST14. Casualty 1 (Vehicle 1) A female rider aged 22 suffered a slight injury. Contributory Factors Vehicle 1 Sudden braking Vehicle 1 Inexperienced or learner driver/rider
Acc. Ref. No: 08009828Road: A 522 Grid Reference: 407910 334590 District Council: East Staffordshire Time: 2000 Wednesday 07-May-2008 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: UTTOXETER RD. APPROX.9MTS.WEST R/B J/W NEW RD. UTTOXETER. The accident occured at a roundabout on the A522, at its junction with the A522 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 untraced driver of an unknown age . 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 19 lived in ST10 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 19 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly
Acc. Ref. No: 08014022Road: D 544 Grid Reference: 408760 334410 District Council: East Staffordshire Time: 2030 Wednesday 30-July-2008 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: HOWITT CRES J/W JOHNSON ROAD UTTOXETER The accident occured at a T or staggered junction on the D544, a single carriageway at its junction with the Unclassified544 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from SW to N was reversing on the main carriageway. The vehicle was leaving main road and collided with vehicle 2. The male driver of an unknown age lived in ST14 had regularly travelled through the site before. Vehicle 2 Pedal Cycle, travelling from S to N was going ahead other on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit and collided with vehicle 1. The male driver aged 14 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male rider aged 14 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 2 Cyclist entering road from pavement Vehicle 2 Failed to look properly
Registered to: Staffordshire County Council 15 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 08014302Road: A 522 Grid Reference: 408660 334340 District Council: East Staffordshire Time: 2145 Thursday 14-August-2008 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: NEW RD.J/W HOLOLY RD.UTTOXETER. The accident occured at a T or staggered junction on the A522, a single carriageway at its junction with the Unclassified539 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 leaving main road and collided with vehicle 2. The male driver aged 49 lived in ST10 had regularly travelled through the site before. Vehicle 2 Motorcycle 50cc and under, 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 ST14 had occasionally travelled through the site before. Casualty 1 (Vehicle 2) A male rider aged 17 suffered a slight injury.
Acc. Ref. No: 08014250Road: A 50 Grid Reference: 408650 334720 District Council: East Staffordshire Time: 1045 Thursday 14-August-2008 Lighting: Daylight: no street lighting Weather: Fine without high winds Speed limit: 60 Severity: SLIGHT Road surface Dry Location: A50 BYPASS R/B J/W ASHBOURNE RD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E 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 2. The female driver aged 34 lived in CH6 had occasionally travelled through the site before. Vehicle 2 Car, travelling from W to E 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 27 lived in MK12 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A female driver aged 34 suffered a slight injury.
Acc. Ref. No: 08015232Road: C 351 Grid Reference: 409120 333630 District Council: East Staffordshire Time: 1845 Tuesday 09-September-2008 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: SMITHFIELD RD J/W HIGH ST UTTOXETER The accident occured at a T or staggered junction on the C351, a single carriageway at its junction with the Unclassified530 controlled by a give way or uncontrolled. There was a zebra crossing within 50 metres..
Special conditions and hazards: None Vehicle 1 Car, travelling from N to W was going ahead on a right bend on the main carriageway. The vehicle was mid junction - on roundabout or main road and skidded. The female driver aged 20 lived in ST14. Casualty 1 (Vehicle 1) A female vehicle or pillion passenger aged 17 suffered a slight injury. Contributory Factors Vehicle 1 Stolen vehicle Vehicle 1 Careless/Reckless/In a hurry Vehicle 1 Loss of control Vehicle 1 Impaired by alcohol
Registered to: Staffordshire County Council 16 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 08015471Road: A 522 Grid Reference: 409310 333630 District Council: East Staffordshire Time: 1335 Wednesday 17-September-2008 Lighting: Daylight:street lights present Weather: Raining without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: SILVER ST J/W BACK LANE UTTOXETER The accident occured at a T or staggered junction on the A522, a single carriageway at its junction with the Unclassified0 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 W to SE was going ahead on a right bend on the main carriageway. The vehicle was mid junction - on roundabout or main road and skidded and collided with vehicle 2. The male driver aged 26 lived in DE72. Vehicle 2 Car, travelling from NW to SE was going ahead but held up on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The female driver aged 18 lived in ST10 had regularly travelled through the site before. Vehicle 3 Car, travelling from NW to SE was going ahead but held up on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit and collided with vehicle 2. The female driver of an unknown age lived in ST10. Casualty 1 (Vehicle 2) A female driver aged 18 suffered a slight injury. Contributory Factors Vehicle 1 Careless/Reckless/In a hurry Vehicle 1 Inexperience with type of vehicle Vehicle 1 Failed to judge other persons path or speed
Acc. Ref. No: 08015796Road: D 544 Grid Reference: 409080 334180 District Council: East Staffordshire Time: 0900 Wednesday 24-September-2008 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: PARK ST 20MTS N/TH J/W CROFT GROVE UTTOXETER The accident occured at a T or staggered junction on the D544, a single carriageway at its junction with the Unclassified546 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Other motor vehicle, travelling from S to N was going ahead other on the main carriageway. The vehicle was leaving roundabout. The male driver aged 68 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male pedestrian aged 13 suffered a slight injury9. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Passing too close to cyclist, horse rider or pedestrian
Acc. Ref. No: 08015773Road: A 518 Grid Reference: 409700 333960 District Council: East Staffordshire Time: 0936 Saturday 27-September-2008 Lighting: Daylight:street lights present Weather: Fog or mist Speed limit: 30 Severity: SLIGHT Road surface Dry Location: DERBY RD UTTOXETER J/W ENT TO ANGUS MCKINNON The accident occured at a private drive on the A518, 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 NW to SW was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle 2. The male driver aged 40 lived in st5 had regularly travelled through the site before. Vehicle 2 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 mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 30 lived in st14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male rider aged 30 suffered a slight injury. Contributory Factors Vehicle 1 Poor turn or manoevre Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Rain, sleet, snow, or fog
Registered to: Staffordshire County Council 17 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 08016809Road: A 50 Grid Reference: 408700 334750 District Council: East Staffordshire Time: 1140 Sunday 26-October-2008 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: A50 R/B J/W ASHBOURNE RD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 2. The female driver aged 42 lived in ST3 had regularly travelled through the site before. Vehicle 2 Car, travelling from W to S was turning right on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 48 lived in TF3 had occasionally travelled through the site before. Casualty 1 (Vehicle 1) A male vehicle or pillion passenger aged 38 suffered a slight injury. Casualty 2 (Vehicle 2) A male vehicle or pillion passenger aged 16 suffered a slight injury. Casualty 3 (Vehicle 2) A female vehicle or pillion passenger aged 14 suffered a slight injury. Contributory Factors Vehicle 2 Failed to signal/Misleading signal Vehicle 2 Failed to look properly Vehicle 2 Poor turn or manoevre
Acc. Ref. No: 08017442Road: A 522 Grid Reference: 408630 334350 District Council: East Staffordshire Time: 2217 Thursday 13-November-2008 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: NEW RD.UTTOXETER NR. HOLLY RD. The accident occured on the A522, 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 19 lived in ST14 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 not at, or within 20M of a junction and collided with vehicle 1. The female driver aged 21 lived in DE28 had occasionally travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 21 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed
Acc. Ref. No: 08017421Road: A 518 Grid Reference: 409530 333850 District Council: East Staffordshire Time: 1600 Friday 14-November-2008 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: DERBY ROAD APPROX 18MTS EAST OF TOWN MEADOWS WAY UTTOXETER The accident occured at a roundabout on the A518, a single carriageway at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from S to NE was turning right on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit and collided with vehicle 2. The male driver aged 18 lived in DE21. Vehicle 2 Car, travelling from S to NE was going ahead but held up on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit and collided with vehicle 1. The male driver aged 23 lived in ST14 had occasionally travelled through the site before. Vehicle 3 Car, travelling from S to NE was going ahead but held up on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit and collided with vehicle 2. The male driver aged 41 lived in ST10 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female vehicle or pillion passenger aged 19 suffered a slight injury. Casualty 2 (Vehicle 3) A female vehicle or pillion passenger aged 40 suffered a slight injury. Casualty 3 (Vehicle 3) A male driver aged 41 suffered a slight injury. Casualty 4 (Vehicle 2) A male driver aged 23 suffered a slight injury. Contributory Factors Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Inexperienced or learner driver/rider Vehicle 1 Following too close
Registered to: Staffordshire County Council 18 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 08017560Road: A 50 Grid Reference: 408650 334730 District Council: East Staffordshire Time: 1707 Monday 17-November-2008 Lighting: Darkness: street lights present and lit Weather: Raining without high winds Speed limit: 70 Severity: SERIOUS Road surface Wet/Damp Location: A50 EASTBOUND APPTOX 5MTS WEST J/W A518 ASHBOURNE ROAD R'BOUT The accident occured at a roundabout on the A50, a dual carriageway at its junction with the A50 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was stopping on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and skidded and collided with vehicle 2. The male driver aged 76 lived in ST14 had regularly travelled through the site before. Vehicle 2 Goods 3.5 tonnes mgw and under, travelling from W to E was going ahead but held up on the main carriageway. The vehicle was entering roundabout and collided with vehicle 1. The male driver aged 34 lived in ST3 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male vehicle or pillion passenger aged 32 suffered a slight injury. Casualty 2 (Vehicle 1) A male driver aged 76 suffered a serious injury. Casualty 3 (Vehicle 2) A male driver aged 34 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Careless/Reckless/In a hurry
Acc. Ref. No: 080X0098Road: A 50 Grid Reference: 408720 334740 District Council: East Staffordshire Time: 1100 Thursday 18-December-2008 Lighting: Daylight: no street lighting Weather: Fog or mist Speed limit: 40 Severity: SLIGHT Road surface Wet/Damp Location: A50 BYPASS R/B J/W ASHBOURNE RD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was leaving roundabout and collided with vehicle 2. The female driver aged 27 lived in DE14. Vehicle 2 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was leaving roundabout and collided with vehicle 1. The female driver aged 20 lived in M9 . Casualty 1 (Vehicle 2) A female driver aged 20 suffered a slight injury. Contributory Factors Vehicle 1 Poor turn or manoevre
Acc. Ref. No: 09000435Road: D 544 Grid Reference: 408780 334640 District Council: East Staffordshire Time: 0941 Wednesday 07-January-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: PARK AVE APPROX 15MTS WEST J/W PARK AVE (CUL DE SAC) UTTOXETER The accident occured at a T or staggered junction on the D544, a single carriageway at its junction with the Unclassified544 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Bus or coach, travelling from NW to SE was starting on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach. The male driver aged 44 lived in DE13 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A female vehicle or pillion passenger aged 86 suffered a slight injury. Contributory Factors Casualty 1 Other
Registered to: Staffordshire County Council 19 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 09002045Road: D 544 Grid Reference: 409080 334230 District Council: East Staffordshire Time: 0815 Friday 20-February-2009 Lighting: Daylight: street lighting unknown Weather: Fine without high winds Speed limit: 30 Severity: SERIOUS Road surface Dry Location: PARK ST.UTTOXETER NEAR NO.79. The accident occured on the D544, a single carriageway .
Special conditions and hazards: None Vehicle 1 Motor Cycle over 125 cc and up to 500cc, 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 42 lived in ST14. Casualty 1 (Vehicle 1) A male rider aged 42 suffered a serious injury. Contributory Factors Vehicle 1 Loss of control
Acc. Ref. No: 09001877Road: A 50 Grid Reference: 407980 334660 District Council: East Staffordshire Time: 0955 Sunday 01-March-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: A50 WESTBOUND EXIT SLIP TO A522 NEW RD UTTOXETER The accident occured at a slip road on the A50, a slip road at its junction with the A522 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 E to S was stopping on the main carriageway. The vehicle was leaving main road and skidded. The male driver aged 22 lived in ST14 had occasionally travelled through the site before. Casualty 1 (Vehicle 1) A male vehicle or pillion passenger aged 21 suffered a slight injury. Casualty 2 (Vehicle 1) A male driver aged 22 suffered a slight injury. Contributory Factors Vehicle 1 Junction overshoot Vehicle 1 Poor turn or manoevre Vehicle 1 Sudden braking Vehicle 1 Swerved Vehicle 1 Loss of control
Acc. Ref. No: 09002512Road: A 50 Grid Reference: 409970 334480 District Council: East Staffordshire Time: 0947 Tuesday 03-March-2009 Lighting: Daylight: street lighting unknown Weather: Unknown Speed limit: 60 Severity: SLIGHT Road surface Dry Location: A50 J/W DERBY ROAD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from SW to E was turning right on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 2. The untraced driver of an unknown age . Vehicle 2 Car, travelling from SW to E was turning right on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 39 lived in NG9 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 39 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Careless/Reckless/In a hurry
Registered to: Staffordshire County Council 20 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 09002733Road: A 50 Grid Reference: 408360 334700 District Council: East Staffordshire Time: 0747 Tuesday 31-March-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: A50 E/B APPROX 300MTS WEST OF ASHBOURNE ROAD UTTOXETER The accident occured on the A50, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E 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 49 lived in M33 . Vehicle 2 Goods 7.5 tonnes mgw and over, travelling from W to E was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The male driver aged 35 lived in NG31. Casualty 1 (Vehicle 1) A female driver aged 49 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Distraction in vehicle Vehicle 1 Dazzling sun
Acc. Ref. No: 09005050Road: A 518 Grid Reference: 408740 335160 District Council: East Staffordshire Time: 1230 Saturday 02-May-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: ASHBOURNE RD R/B J/W UTTOXETER RD UTTOXETER The accident occured at a roundabout on the A518, at its junction with the B5030 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Motorcycle over 500cc, travelling from SW to NE was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road and skidded. The male driver of an unknown age lived in WS2 . Casualty 1 (Vehicle 1) A male rider age unknown suffered a slight injury. Contributory Factors Vehicle 1 Loss of control
Acc. Ref. No: 09003888Road: A 518 Grid Reference: 409530 333840 District Council: East Staffordshire Time: 1620 Wednesday 13-May-2009 Lighting: Daylight: street lighting unknown Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: DERBY RD APPROX 20MTS EAST R/B J/W THE DOVE WAY UTTOXETER The accident occured at a roundabout on the A518, a single carriageway at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from NE to S was going ahead other on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and skidded and collided with vehicle 2. The female driver aged 27 lived in SY1 . Vehicle 2 Motor Cycle over 125 cc and up to 500cc, travelling from NE to S was waiting to turn left on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The female driver aged 36 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female rider aged 36 suffered a slight injury. Contributory Factors Vehicle 1 Inexperience with type of vehicle Vehicle 1 Loss of control
Registered to: Staffordshire County Council 21 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 09004075Road: A 522 Grid Reference: 408840 334180 District Council: East Staffordshire Time: 1545 Friday 22-May-2009 Lighting: Daylight:street lights present Weather: Raining without high winds Speed limit: 30 Severity: SLIGHT Road surface Wet/Damp Location: CHEADLE RD.NR.FIRE STATION UTTOXETER. The accident occured on the A522, a single carriageway .
Special conditions and hazards: Road works 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 skidded and collided with vehicle 2. The male driver aged 27. 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 male driver aged 38 lived in DE14 had not travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 38 suffered a slight injury. Casualty 2 (Vehicle 2) A male vehicle or pillion passenger aged 28 suffered a slight injury. Contributory Factors Vehicle 1 Following too close Vehicle 1 Failed to look properly Vehicle 1 Careless/Reckless/In a hurry
Acc. Ref. No: 09005023Road: A 50 Grid Reference: 408910 334720 District Council: East Staffordshire Time: 1000 Wednesday 24-June-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: A50 W/B AT MARKER POST 113/2 UTTOXETER The accident occured on the A50, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from E to W was stopping on the main carriageway. The vehicle was not at, or within 20M of a junction and skidded and collided with vehicle 2. The female driver aged 21 lived in ST14. Vehicle 2 Car, travelling from E to W 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 46 lived in PE10. Vehicle 3 Car, travelling from E to W was stopping on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 2. The female driver aged 27 lived in NG4 . Casualty 1 (Vehicle 1) A female driver aged 21 suffered a slight injury. Casualty 2 (Vehicle 1) A female vehicle or pillion passenger aged 1 suffered a slight injury. Casualty 3 (Vehicle 3) A female vehicle or pillion passenger aged 27 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Careless/Reckless/In a hurry
Acc. Ref. No: 09005218Road: A 518 Grid Reference: 409400 334240 District Council: East Staffordshire Time: 1610 Thursday 02-July-2009 Lighting: Daylight: no street lighting Weather: Fine without high winds Speed limit: 60 Severity: FATAL Road surface Dry Location: THE DOVE WAY APPROX 400MTS NORTH OF DERBY ROAD UTTOXETER The accident occured on the A518, a single carriageway .
Special conditions and hazards: None Vehicle 1 Motorcycle over 500cc, travelling from SE to NW was overtaking on the nearside on the main carriageway. The vehicle was not at, or within 20M of a junction and skidded. The male driver aged 20 lived in ST3 . Vehicle 2 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. The male driver aged 65 lived in ST14. Vehicle 3 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. The male driver aged 65 lived in DE6 . Vehicle 4 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 42 had occasionally travelled through the site before. Casualty 1 (Vehicle 1) A male rider aged 20 suffered a fatal injury. Contributory Factors Vehicle 1 Careless/Reckless/In a hurry Vehicle 1 Inexperienced or learner driver/rider
Registered to: Staffordshire County Council 22 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 09005352Road: A 518 Grid Reference: 408690 334760 District Council: East Staffordshire Time: 0910 Thursday 09-July-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 60 Severity: SLIGHT Road surface Dry Location: ASHBOURNE RD.J/W A50 UTTOXETER. The accident occured at a roundabout on the A518, a single carriageway at its junction with the A50 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from N to S 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 39 lived in DE74. Vehicle 2 Car, travelling from N to W 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 female driver aged 18 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male vehicle or pillion passenger aged 17 suffered a slight injury. Contributory Factors Vehicle 1 Following too close Vehicle 1 Failed to judge other persons path or speed
Acc. Ref. No: 09005507Road: A 522 Grid Reference: 409370 333680 District Council: East Staffordshire Time: 0750 Monday 13-July-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: DOVE BANK UTTOXETER J/W ENT. TO THOMAS ALLEYNE HIGH SCHOOL. The accident occured at a private drive on the A522, 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 NE to NW was turning right on the main carriageway. The vehicle was leaving main road and collided with vehicle 2. The female driver aged 38 lived in ST14 had regularly travelled through the site before. Vehicle 2 Pedal Cycle, travelling from W 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 30. Casualty 1 (Vehicle 2) A male rider aged 30 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 2 Failed to look properly Vehicle 1 Careless/Reckless/In a hurry Vehicle 2 Careless/Reckless/In a hurry
Acc. Ref. No: 09005802Road: A 518 Grid Reference: 408680 334810 District Council: East Staffordshire Time: 1445 Sunday 26-July-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Wet/Damp Location: ASHBORNE ROAD APPROX 50MTS NORTH OF A50 SPATH UTTOXETER The accident occured at a private drive on the A518, 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 S to N was stopping on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 2. The male driver aged 18 lived in ST14 had regularly travelled through the site before. Vehicle 2 Car, travelling from S to S was performing a U-turn on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The male driver aged 26 lived in L1 . Casualty 1 (Vehicle 2) A male driver aged 26 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 2 Poor turn or manoevre
Registered to: Staffordshire County Council 23 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 09006286Road: A 522 Grid Reference: 408040 334550 District Council: East Staffordshire Time: 1045 Sunday 16-August-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: NEW ROAD O/S ENT TO SHELL FILLING STATION UTTOXETER The accident occured at a private drive on the A522, 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 N to NW was turning right on the main carriageway. The vehicle was entering main road and collided with vehicle 2. The male driver aged 22 lived in ST14 had regularly travelled through the site before. Vehicle 2 Motorcycle over 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 45 lived in ST4 had occasionally travelled through the site before. Casualty 1 (Vehicle 2) A female vehicle or pillion passenger aged 28 suffered a slight injury. Casualty 2 (Vehicle 2) A male rider aged 45 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed
Acc. Ref. No: 09007303Road: A 50 Grid Reference: 410020 334430 District Council: East Staffordshire Time: 0915 Monday 28-September-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: A50 R/B AT DERBY RD.UTTOXETER J/W A50 BYPASS. The accident occured at a roundabout on the A50, a dual carriageway at its junction with the A50 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 E to SW was turning left on the main carriageway. The vehicle was leaving roundabout and collided with vehicle 2. The male driver aged 52 lived in LE4 had regularly travelled through the site before. Vehicle 2 Goods 7.5 tonnes mgw and over, travelling from E 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 DE12 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male vehicle or pillion passenger age unknown suffered a slight injury. Contributory Factors Vehicle 1 Poor turn or manoevre Vehicle 1 Failed to signal/Misleading signal Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Careless/Reckless/In a hurry
Acc. Ref. No: 09008002Road: A 50 Grid Reference: 410020 334460 District Council: East Staffordshire Time: 1430 Wednesday 07-October-2009 Lighting: Darkness: street lights present but unlit Weather: Fine without high winds Speed limit: 60 Severity: SLIGHT Road surface Dry Location: A50 BYPASS R/B J/W DERBY RD. UTTOXETER. The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from NW to E was going ahead on a left bend on the main carriageway. The vehicle was leaving roundabout and collided with vehicle 2. The male driver aged 48 lived in M28 . Vehicle 2 Other motor vehicle, travelling from NW to E was going ahead on a left bend on the main carriageway. The vehicle was leaving roundabout and collided with vehicle 1. The male driver of an unknown age lived in LE15. Casualty 1 (Vehicle 1) A male driver aged 48 suffered a slight injury.
Registered to: Staffordshire County Council 24 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 09009287Road: A 518 Grid Reference: 408690 334760 District Council: East Staffordshire Time: 0820 Wednesday 09-December-2009 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Frost/Ice Location: ASHBOURNE ROAD J/W A50 UTTOXETER The accident occured at a roundabout on the A518, a single carriageway at its junction with the A50 controlled by a give way or uncontrolled. There was a pelican/puffin/toucan within 50 metres..
Special conditions and hazards: None Vehicle 1 Car, travelling from N to S was starting on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 2. The male driver aged 21 lived in ST14 had regularly travelled through the site before. Vehicle 2 Car, travelling from N to S 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 DE6 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 32 suffered a slight injury. Contributory Factors Vehicle 2 Junction restart Vehicle 1 Junction restart Vehicle 1 Failed to look properly
Acc. Ref. No: 10000876Road: B 5030 Grid Reference: 408720 334330 District Council: East Staffordshire Time: 0645 Wednesday 03-February-2010 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Frost/Ice Location: ASHBOURNE ROAD J/W CHEADLE ROAD UTTOXETER The accident occured at a roundabout on the B5030, a single carriageway at its junction with the A522 controlled by a give way or uncontrolled. There was a pelican/puffin/toucan 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 46 lived in ST14 had regularly travelled through the site before. Vehicle 2 Pedal Cycle, travelling from NW to SE was turning right on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The female driver aged 70 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A female rider aged 70 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly
Acc. Ref. No: 10001217Road: A 50 Grid Reference: 408630 334730 District Council: East Staffordshire Time: 2140 Tuesday 16-February-2010 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Frost/Ice Location: A50 E/B APPROX 25MTS W OF ASHBOURNE ROAD UTTOXETER The accident occured on the A50, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Goods 3.5 tonnes mgw and under, travelling from W to E was going ahead other on the main carriageway. The vehicle was not at, or within 20M of a junction and skidded and collided with vehicle 2. The female driver aged 44 lived in ST10 had regularly travelled through the site before. Vehicle 2 Car, travelling from W to E 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 male driver aged 52 lived in ST10 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 52 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly
Registered to: Staffordshire County Council 25 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 10001198Road: A 50 Grid Reference: 408140 334660 District Council: East Staffordshire Time: 2114 Tuesday 16-February-2010 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 70 Severity: SERIOUS Road surface Dry Location: A50 WESTBOUND UTTOXETER APPROX 160MTS EAST NEW RD R'BT EXIT The accident occured on the A50, a dual carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from E to W 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 50 lived in ST3 . Vehicle 2 Goods over 3.5 tonnes and under 7.5 tonnes mgw, on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The female driver aged 31 lived in ST6 . Vehicle 3 Car, travelling from E to W was overtaking a static 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 male driver aged 36 lived in ST3 . Casualty 1 (Vehicle 1) A male driver aged 50 suffered a serious injury. Contributory Factors Vehicle 1 Animal or object in carriageway Vehicle 1 Failed to look properly
Acc. Ref. No: 10001949Road: D Grid Reference: 409340 333650 District Council: East Staffordshire Time: 1355 Tuesday 09-March-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: BACK LANE UTTOXETER BETWEEN SILVER ST AND CHURCH ST The accident occured on an unclassified road, .
Special conditions and hazards: None Vehicle 1 Car, travelling from SW to NE was overtaking a static vehicle on the offside on the main carriageway. The vehicle was not at, or within 20M of a junction. The female driver aged 18 lived in ST10 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male pedestrian aged 17 suffered a slight injury9. Contributory Factors Casualty 1 Failed to look properly Vehicle 1 Inexperienced or learner driver/rider
Acc. Ref. No: 10001885Road: A 50 Grid Reference: 409950 334440 District Council: East Staffordshire Time: 0950 Sunday 21-March-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: A50 W/B J/W DERBY ROAD UTTOXETER The accident occured at a roundabout on the A50, a dual carriageway at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from SW to E was turning right on the main carriageway. The vehicle was entering roundabout. The female driver aged 40. Vehicle 2 Motorcycle over 500cc, travelling from E to NW was going ahead on a right bend on the main carriageway. The vehicle was leaving roundabout. The female driver aged 44 lived in DE65. Casualty 1 (Vehicle 2) A female rider aged 44 suffered a slight injury. Contributory Factors Vehicle 2 Failed to look properly Vehicle 2 Failed to judge other persons path or speed Vehicle 2 Loss of control Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed
Registered to: Staffordshire County Council 26 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 10002238Road: A 522 Grid Reference: 409010 333990 District Council: East Staffordshire Time: 1635 Saturday 03-April-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: CHEADLE RD UTTOXETER O/S NUMBER 20 The accident occured on the A522, a single carriageway .
Special conditions and hazards: None Vehicle 1 Car, travelling from NW to SE was going ahead on a left bend on the main carriageway. The vehicle was not at, or within 20M of a junction and skidded and collided with vehicle 2. The male driver aged 21 lived in ST14 had regularly travelled through the site before. Vehicle 2 Car, travelling from NW to SE on the main carriageway. The vehicle was not at, or within 20M of a junction and collided with vehicle 1. The female driver aged 68 lived in DE13 had occasionally travelled through the site before. Casualty 1 (Vehicle 1) A male driver aged 21 suffered a slight injury. Contributory Factors Vehicle 1 Exceeding speed limit Vehicle 1 Loss of control Vehicle 1 Sudden braking Vehicle 1 Careless/Reckless/In a hurry
Acc. Ref. No: 10002651Road: A 522 Grid Reference: 409120 333650 District Council: East Staffordshire Time: 1600 Wednesday 21-April-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: HIIGH ST J/W BRADLEY ST UTTOXETER The accident occured at a T or staggered junction on the A522, a single carriageway at its junction with the Unclassified530 controlled by a give way or uncontrolled. There was a pelican/puffin/toucan within 50 metres..
Special conditions and hazards: None Vehicle 1 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 2. The male driver aged 29 lived in PN7 . Vehicle 2 Car, travelling from SE to NW was going ahead but held up on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 64 lived in ST10 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 64 suffered a slight injury. Contributory Factors Vehicle 1 Following too close Vehicle 1 Travelling too fast for conditions
Acc. Ref. No: 10003051Road: D 530 Grid Reference: 409130 333620 District Council: East Staffordshire Time: 1640 Saturday 08-May-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: HIGH ST UTTOXETER APPROX 10 MTRS STH J/W SMITHFIELD RD The accident occured at a T or staggered junction on the D530, at its junction with the C351 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Motor Cycle over 50 cc and up to 125cc, travelling from NW to SE was going ahead other on the main carriageway. The vehicle cleared junction or waiting/parked at junction exit. The male driver aged 22 lived in ST14 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male rider aged 22 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly
Registered to: Staffordshire County Council 27 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 10003013Road: A 50 Grid Reference: 407930 334660 District Council: East Staffordshire Time: 1640 Monday 10-May-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: A50 W/B ENT.SLIP TO A50 FROM R/B JN.A522 CHEADLE RD. UTTOXETER. The accident occured at a T or staggered junction on the A50, a slip road at its junction with the A50 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from SE to W 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 ST3 had regularly travelled through the site before. Vehicle 2 Car, travelling from SE to W 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 53 lived in ST5 had regularly travelled through the site before. Casualty 1 (Vehicle 2) A male driver aged 53 suffered a slight injury. Contributory Factors Vehicle 1 Failed to judge other persons path or speed Vehicle 1 Failed to look properly
Acc. Ref. No: 10004217Road: D 544 Grid Reference: 408983 334430 District Council: East Staffordshire Time: 1650 Thursday 01-July-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 30 Severity: SLIGHT Road surface Dry Location: PARK ST.NEAR NO.123 UTTOXETER. The accident occured on the D544, a single carriageway .
Special conditions and hazards: None Vehicle 1 Pedal Cycle, 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 13 lived in ST14 had occasionally travelled through the site before. Vehicle 2 Car, travelling from NW to SE 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 male driver aged 22 lived in ST10 had occasionally travelled through the site before. Casualty 1 (Vehicle 1) A male rider aged 13 suffered a slight injury. Contributory Factors Vehicle 1 Swerved Vehicle 1 Failed to signal/Misleading signal Vehicle 1 Failed to look properly
Acc. Ref. No: 10004729Road: A 50 Grid Reference: 408137 334658 District Council: East Staffordshire Time: 2125 Friday 23-July-2010 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 70 Severity: SLIGHT Road surface Dry Location: A50 W/BOUND UTTOXETER J/W A50 SLIP 150 MTRS EAST OF A522 R'BOUT The accident occured at a slip road on the A50, a dual carriageway at its junction with the A50 controlled by a give way or uncontrolled..
Special conditions and hazards: Other object in carriageway Vehicle 1 Goods 7.5 tonnes mgw and over, travelling from E to W 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 25 lived in TF9 had regularly travelled through the site before. Vehicle 2 Goods 7.5 tonnes mgw and over, travelling from E to W was going ahead but held up on the main carriageway. The vehicle was mid junction - on roundabout or main road and collided with vehicle 1. The male driver aged 73 lived in WA1 had regularly travelled through the site before. Casualty 1 (Vehicle 1) A male driver aged 25 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Stationary or parked vehicle Vehicle 2 Other
Registered to: Staffordshire County Council 28 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 10004947Road: A 518 Grid Reference: 408693 334761 District Council: East Staffordshire Time: 2000 Sunday 01-August-2010 Lighting: Daylight: street lighting unknown Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: ASHBOURNE RD APPROX 5MTS N'TH J/W UTTOXETER BY PASS The accident occured at a roundabout on the A518, a single carriageway at its junction with the A50 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from N to S was starting 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 CV10. Vehicle 2 Car, travelling from N to E 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 21 lived in IP32. Casualty 1 (Vehicle 2) A female driver aged 21 suffered a slight injury. Casualty 2 (Vehicle 2) A male vehicle or pillion passenger aged 26 suffered a slight injury. Contributory Factors Vehicle 1 Failed to look properly Vehicle 1 Failed to judge other persons path or speed
Acc. Ref. No: 10005376Road: A 522 Grid Reference: 407932 334664 District Council: East Staffordshire Time: 1445 Sunday 22-August-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 60 Severity: SLIGHT Road surface Dry Location: A522 UTTOXETER 5 MTRS S/E OF J/W W/B A50 SLIPROAD The accident occured at a T or staggered junction on the A522, a slip road at its junction with the A50 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from SE to W 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 of an unknown age lived in ST10. Vehicle 2 Car, travelling from SE to W was waiting to turn left on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 1. The male driver aged 42 lived in ST10 had occasionally travelled through the site before. Casualty 1 (Vehicle 2) A female vehicle or pillion passenger aged 39 suffered a slight injury. Casualty 2 (Vehicle 2) A male vehicle or pillion passenger aged 9 suffered a slight injury. Casualty 3 (Vehicle 2) A female vehicle or pillion passenger aged 7 suffered a slight injury. Casualty 4 (Vehicle 2) A male driver aged 42 suffered a slight injury.
Acc. Ref. No: 10005580Road: A 50 Grid Reference: 408643 334732 District Council: East Staffordshire Time: 1729 Monday 23-August-2010 Lighting: Daylight: no street lighting Weather: Raining without high winds Speed limit: 70 Severity: SLIGHT Road surface Wet/Damp Location: A50 EASTBOUND WITHIN 20MTS R'BT J/W ASHBOURNE RD UTTOXETER The accident occured at a roundabout on the A50, a dual carriageway at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was stopping on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 2. The male driver of an unknown age lived in DE23. Vehicle 2 Goods 3.5 tonnes mgw and under, travelling from W to E 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 29 lived in NG4 . Casualty 1 (Vehicle 2) A male driver aged 29 suffered a slight injury. Contributory Factors Vehicle 1 Failed to judge other persons path or speed
Registered to: Staffordshire County Council 29 FULL LISTING Run on: 07/ 04/2011
AccsMap - Accident Analysis System
Accidents between dates01/01/2006 and 31/12/2010 (60) months Selection: Notes: Selected using Manual Selection
Acc. Ref. No: 10006508Road: A 50 Grid Reference: 408702 334750 District Council: East Staffordshire Time: 0135 Sunday 24-October-2010 Lighting: Darkness: street lights present and lit Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: A50 EASTBOUND R'BT J/W ASHBOURNE RD UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was going ahead other on the main carriageway. The vehicle was mid junction - on roundabout or main road. The male driver aged 27 lived in LE2 . Casualty 1 (Vehicle 1) A male driver aged 27 suffered a slight injury. Contributory Factors Vehicle 1 Impaired by alcohol
Acc. Ref. No: 10006673Road: A 50 Grid Reference: 408653 334736 District Council: East Staffordshire Time: 1114 Thursday 28-October-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Dry Location: A50 UTTOXETER 5 MTRS WEST J/W ASHBOURNE RD R'BOUT The accident occured at a roundabout on the A50, a dual carriageway at its junction with the A50 controlled by a give way or uncontrolled. There was a central reservation within 50 metres..
Special conditions and hazards: None Vehicle 1 Goods 7.5 tonnes mgw and over, travelling from W to E 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 36 had not travelled through the site before. Vehicle 2 Car, travelling from W to E 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 51 lived in GU17 had not travelled through the site before. Casualty 1 (Vehicle 2) A female vehicle or pillion passenger aged 46 suffered a slight injury. Casualty 2 (Vehicle 2) A male driver aged 51 suffered a slight injury. Contributory Factors Vehicle 1 Loss of control
Acc. Ref. No: 10007060Road: A 50 Grid Reference: 408652 334734 District Council: East Staffordshire Time: 0935 Sunday 14-November-2010 Lighting: Daylight:street lights present Weather: Fine without high winds Speed limit: 40 Severity: SLIGHT Road surface Wet/Damp Location: A50 E/B R/B J/W ASHBOURNE RD. UTTOXETER The accident occured at a roundabout on the A50, at its junction with the A518 controlled by a give way or uncontrolled. There was a pelican/puffin/toucan within 50 metres..
Special conditions and hazards: None Vehicle 1 Car, travelling from W to E was stopping on the main carriageway. The vehicle was approaching junction or waiting/parked at junction approach and collided with vehicle 2. The female driver aged 53 lived in PR4 had regularly travelled through the site before. Vehicle 2 Car, travelling from W to E 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 30 lived in DE23 had occasionally travelled through the site before. Casualty 1 (Vehicle 2) A female driver aged 30 suffered a slight injury. Contributory Factors Vehicle 1 Failed to judge other persons path or speed
Registered to: Staffordshire County Council 30 APPENDIX L
APPENDIX M
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV Access AM.vai" (drive-on-the-left ) at 11:39:07 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 06/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Eastern Access ARM B - A518 South ARM C - Western Access ARM D - A518 North
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 3.65 I 8.60 I 30.00 I 19.00 I 40.00 I 40.0 I 0.692 I 33.495 I I ARM B I 3.65 I 8.70 I 30.00 I 20.00 I 40.00 I 45.0 I 0.684 I 33.185 I I ARM C I 3.65 I 6.00 I 20.00 I 26.80 I 40.00 I 38.0 I 0.617 I 26.642 I I ARM D I 3.75 I 7.50 I 30.00 I 27.30 I 40.00 I 45.0 I 0.664 I 31.199 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 07.45 AND ENDS 09.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 0.75 I 1.13 I 0.75 I I ARM B I 15.00 I 45.00 I 75.00 I 7.20 I 10.80 I 7.20 I I ARM C I 15.00 I 45.00 I 75.00 I 0.29 I 0.43 I 0.29 I I ARM D I 15.00 I 45.00 I 75.00 I 5.43 I 8.14 I 5.43 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 07.45 - 09.15 I I I I I I I I ARM A I 0.000 I 0.733 I 0.000 I 0.267 I I I I 0.0 I 44.0 I 0.0 I 16.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.245 I 0.000 I 0.014 I 0.741 I I I I 141.0 I 0.0 I 8.0 I 427.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.000 I 0.870 I 0.000 I 0.130 I I I I 0.0 I 20.0 I 0.0 I 3.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.060 I 0.938 I 0.002 I 0.000 I I I I 26.0 I 407.0 I 1.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I ARM A 0.75 26.76 0.028 0.0 0.0 0.4 0.04 I I ARM B 7.20 30.02 0.240 0.0 0.3 4.6 0.04 I I ARM C 0.29 19.73 0.015 0.0 0.0 0.2 0.05 I I ARM D 5.43 27.03 0.201 0.0 0.3 3.7 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I ARM A 0.90 26.03 0.034 0.0 0.0 0.5 0.04 I I ARM B 8.60 29.99 0.287 0.3 0.4 5.9 0.05 I I ARM C 0.34 18.85 0.018 0.0 0.0 0.3 0.05 I I ARM D 6.48 26.77 0.242 0.3 0.3 4.7 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I ARM A 1.10 25.04 0.044 0.0 0.0 0.7 0.04 I I ARM B 10.53 29.96 0.352 0.4 0.5 8.0 0.05 I I ARM C 0.42 17.64 0.024 0.0 0.0 0.4 0.06 I I ARM D 7.93 26.41 0.300 0.3 0.4 6.3 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I ARM A 1.10 25.03 0.044 0.0 0.0 0.7 0.04 I I ARM B 10.53 29.96 0.352 0.5 0.5 8.1 0.05 I I ARM C 0.42 17.63 0.024 0.0 0.0 0.4 0.06 I I ARM D 7.93 26.41 0.300 0.4 0.4 6.4 0.05 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I ARM A 0.90 26.02 0.034 0.0 0.0 0.5 0.04 I I ARM B 8.60 29.99 0.287 0.5 0.4 6.1 0.05 I I ARM C 0.34 18.84 0.018 0.0 0.0 0.3 0.05 I I ARM D 6.48 26.76 0.242 0.4 0.3 4.9 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I ARM A 0.75 26.74 0.028 0.0 0.0 0.4 0.04 I I ARM B 7.20 30.02 0.240 0.4 0.3 4.8 0.04 I I ARM C 0.29 19.71 0.015 0.0 0.0 0.2 0.05 I I ARM D 5.43 27.02 0.201 0.3 0.3 3.8 0.05 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.3 08.15 0.4 08.30 0.5 * 08.45 0.5 * 09.00 0.4 09.15 0.3
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
08.00 0.3 08.15 0.3 08.30 0.4 08.45 0.4 09.00 0.3 09.15 0.3
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 82.3 I 54.8 I 3.3 I 0.04 I 3.3 I 0.04 I I B I 789.8 I 526.5 I 37.6 I 0.05 I 37.6 I 0.05 I I C I 31.5 I 21.0 I 1.7 I 0.05 I 1.7 I 0.05 I I D I 595.1 I 396.7 I 29.8 I 0.05 I 29.8 I 0.05 I ------I ALL I 1498.7 I 999.2 I 72.4 I 0.05 I 72.4 I 0.05 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
======end of file ======
[Printed at 11:39:14 on 05/08/2011]
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______A R C A D Y 6 ______
ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY
Analysis Program: Release 2.0 (MAR 2005)
(c) Copyright TRL Limited, 2004
Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______
For sales and distribution information, program advice and maintenance, contact:
TRL Limited Tel: +44 (0) 1344 770018 Crowthorne House Fax: +44 (0) 1344 770864 Nine Mile Ride Email: [email protected] Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK
------THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION ------
Run with file:- "t:\M-EC Job Book\20111\capacity assessments\2021 + DEV Access PM.vai" (drive-on-the-left ) at 11:40:26 on Friday, 5 August 2011
FILE PROPERTIES ***************
RUN TITLE: The Dove Way LOCATION: DATE: 06/07/2011 CLIENT: ENUMERATOR: trose [TIMROSE] JOB NUMBER: 20111 STATUS: DESCRIPTION:
INPUT DATA ********** ARM A - Eastern Access ARM B - A518 South ARM C - Western Access ARM D - A518 North
GEOMETRIC DATA ------
------I ARM I V (M) I E (M) I L (M) I R (M) I D (M) I PHI (DEG) I SLOPE I INTERCEPT (PCU/MIN) I ------I ARM A I 3.65 I 8.60 I 30.00 I 19.00 I 40.00 I 40.0 I 0.692 I 33.495 I I ARM B I 3.65 I 8.70 I 30.00 I 20.00 I 40.00 I 45.0 I 0.684 I 33.185 I I ARM C I 3.65 I 6.00 I 20.00 I 26.80 I 40.00 I 38.0 I 0.617 I 26.642 I I ARM D I 3.75 I 7.50 I 30.00 I 27.30 I 40.00 I 45.0 I 0.664 I 31.199 I ------
V = approach half-width L = effective flare length D = inscribed circle diameter E = entry width R = entry radius PHI = entry angle
TRAFFIC DEMAND DATA ------
(Only sets included in the current run are shown)
------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I I D I 100 I ------
TIME PERIOD BEGINS 16.45 AND ENDS 18.15
LENGTH OF TIME PERIOD - 90 MINUTES. LENGTH OF TIME SEGMENT - 15 MINUTES.
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DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA
DEMAND SET TITLE: The Dove Way ------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED IFALLING I PEAK I OF PEAK I PEAK I ------I ARM A I 15.00 I 45.00 I 75.00 I 1.67 I 2.51 I 1.67 I I ARM B I 15.00 I 45.00 I 75.00 I 6.20 I 9.30 I 6.20 I I ARM C I 15.00 I 45.00 I 75.00 I 0.16 I 0.24 I 0.16 I I ARM D I 15.00 I 45.00 I 75.00 I 5.79 I 8.68 I 5.79 I ------
DEMAND SET TITLE: The Dove Way ------I I TURNING PROPORTIONS I I I TURNING COUNTS (VEH/HR) I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I ------I 16.45 - 18.15 I I I I I I I I ARM A I 0.000 I 0.784 I 0.000 I 0.216 I I I I 0.0 I 105.0 I 0.0 I 29.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.069 I 0.000 I 0.036 I 0.895 I I I I 34.0 I 0.0 I 18.0 I 444.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.000 I 0.846 I 0.000 I 0.154 I I I I 0.0 I 11.0 I 0.0 I 2.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM D I 0.017 I 0.976 I 0.006 I 0.000 I I I I 8.0 I 452.0 I 3.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I ------
QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------
------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I ARM A 1.67 26.42 0.063 0.0 0.1 1.0 0.04 I I ARM B 6.20 29.89 0.207 0.0 0.3 3.8 0.04 I I ARM C 0.16 20.31 0.008 0.0 0.0 0.1 0.05 I I ARM D 5.79 27.99 0.207 0.0 0.3 3.8 0.04 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I ARM A 2.00 25.64 0.078 0.1 0.1 1.3 0.04 I I ARM B 7.40 29.84 0.248 0.3 0.3 4.9 0.04 I I ARM C 0.19 19.55 0.010 0.0 0.0 0.1 0.05 I I ARM D 6.91 27.92 0.248 0.3 0.3 4.9 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I ARM A 2.45 24.56 0.100 0.1 0.1 1.6 0.05 I I ARM B 9.07 29.77 0.305 0.3 0.4 6.4 0.05 I I ARM C 0.24 18.51 0.013 0.0 0.0 0.2 0.05 I I ARM D 8.46 27.82 0.304 0.3 0.4 6.4 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I ARM A 2.45 24.55 0.100 0.1 0.1 1.7 0.05 I I ARM B 9.07 29.77 0.305 0.4 0.4 6.5 0.05 I I ARM C 0.24 18.50 0.013 0.0 0.0 0.2 0.05 I I ARM D 8.46 27.82 0.304 0.4 0.4 6.5 0.05 I I I ------
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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.45-18.00 I I ARM A 2.00 25.63 0.078 0.1 0.1 1.3 0.04 I I ARM B 7.40 29.84 0.248 0.4 0.3 5.0 0.04 I I ARM C 0.19 19.55 0.010 0.0 0.0 0.2 0.05 I I ARM D 6.91 27.92 0.248 0.4 0.3 5.0 0.05 I I I ------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 18.00-18.15 I I ARM A 1.67 26.40 0.063 0.1 0.1 1.0 0.04 I I ARM B 6.20 29.89 0.207 0.3 0.3 4.0 0.04 I I ARM C 0.16 20.30 0.008 0.0 0.0 0.1 0.05 I I ARM D 5.79 27.99 0.207 0.3 0.3 4.0 0.05 I I I ------
QUEUE AT ARM A ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.1 17.15 0.1 17.30 0.1 17.45 0.1 18.00 0.1 18.15 0.1
QUEUE AT ARM B ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.3 17.30 0.4 17.45 0.4 18.00 0.3 18.15 0.3
QUEUE AT ARM C ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.0 17.15 0.0 17.30 0.0 17.45 0.0 18.00 0.0 18.15 0.0
QUEUE AT ARM D ------
TIME SEGMENT NO. OF ENDING VEHICLES IN QUEUE
17.00 0.3 17.15 0.3 17.30 0.4 17.45 0.4 18.00 0.3 18.15 0.3
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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------
------I ARM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I A I 183.7 I 122.5 I 7.9 I 0.04 I 7.9 I 0.04 I I B I 680.1 I 453.4 I 30.7 I 0.05 I 30.7 I 0.05 I I C I 17.8 I 11.9 I 0.9 I 0.05 I 0.9 I 0.05 I I D I 634.9 I 423.2 I 30.7 I 0.05 I 30.7 I 0.05 I ------I ALL I 1516.6 I 1011.0 I 70.2 I 0.05 I 70.2 I 0.05 I ------
* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD. * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD. * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.
END OF JOB
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