WYG Transport
Beckermet Estates Ltd
Beckermet Industrial Estate
Transport Assessment
WYG Report No. A091236 St James Gate Newcastle upon Tyne NE1 4AD Date: October 2016
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REPORT CONTROL
Document: Transport Assessment
Project: Beckermet Industrial Estate
Client: Beckermet Estates Ltd
Job Number: A091236
File Origin: -
Document Checking:
Primary Author A Stubbs Initialled: AS
Contributor D Groves Initialled: DG
Review By N Bunn Initialled: NB
Issue Date Status Checked for Issue
1 10.10.16 Draft to team NB
2 20.10.16 Final for Planning NB
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Contents
1 INTRODUCTION ...... 1 2 EXISTING SITUATION ...... 2 3 PROPOSED DEVELOPMENT ...... 6 4 ACCESSIBILITY ...... 7 5 TRIP GENERATION AND ASSIGNMENT ...... 9 6 FUTURE YEAR FLOWS ...... 12 7 TRAFFIC IMPACTS ...... 13 8 HIGHWAY SAFETY...... 15 9 SUMMARY ...... 17
Appendices
APPENDIX A FIGURES
APPENDIX B CLIENT SUPPLIED DATA
APPENDIX C TRICS DATA
APPENDIX D SURVEY DATA
APPENDIX E CENSUS DATA
APPENDIX F ACCIDENT DATA
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1 INTRODUCTION
1.1 WYG have been engaged by Beckermet Estates Ltd to produce this Transport Assessment in support of an outline planning application for the development of a 20,000sqft (1858sqm) B8 storage unit and the re-grading and landscaping of a slag bank at Beckermet Industrial Estate, near Haile, Cumbria.
1.2 This report follows discussions with Highways England (HE) and a subsequent scoping report was issued to HE on 20 th July 2016. WYG received a scoping response on 26 th August 2016 and the minor comments raised have been incorporated within the TA.
1.3 This report was produced having due regard for the advice contained in:
• National Planning Policy Framework (NPPF), published by the Department for Communities & Local Government (DCLG) in March 2012. • The DfT’s Manual for Streets (MfS) and Manual for Streets 2 (MfS 2), March 2007 and September 2010 respectively. • Department for Transport (DfT) Circular 02/2013 The Strategic Road Network and the Delivery of Sustainable Development • The Strategic Road Network – Planning for the Future by Highways England, September 2015 • DCLG published Planning Practice Guidance – Travel Plans, transport assessments and statements in decision-taking.
1.4 This Transport Assessment has been prepared solely in connection with the proposed development. Whilst every reasonable effort has been made to ensure its accuracy, use of the information contained in the report by a third party for any other purpose is entirely at their own risk.
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2 EXISTING SITUATION
2.1 The application site is located to the north of the A595(T) on the site of the former Haile mine, with access gained via an existing priority junction onto the A595(T). The site is bounded to the north and east by fields and is located some 520m west of the village of Haile. A site location plan is shown in Figure 1 at Appendix A.
Local Transportation Networks
2.2 The proposed site is situated at Beckermet Industrial Estate and has a site access road which forms a priority controlled junction with the A595. The site access road is a single carriageway lane with a width ranging from between 4 and 6m. The road has no footway on either side.
2.3 The A595 is a rural Trunk Road and is part of the Strategic Road Network and is the responsibility of Highways England. It is a single carriageway road with an approximate carriageway width of 6.9m running in a general south-east to north-west direction. The A595 has grass verges on both sides of the carriageway. There are no footways or street lighting and the National Speed Limit applies.
2.4 Some 700m north of the proposed development site, the A595 forms a t-junction with the B5345 which is a 5m wide un-lit single carriageway road leading north-west towards the village of St. Bees with a turn-off south towards Beckermet.
2.5 Further north, the A595 connects to a 4-arm roundabout south east of Egremont and is the southern terminus of the Egremont Bypass. Vale View is the western arm which is a single carriageway road into Egremont town centre. Vale View is street-lit with a typical carriageway width of 5.5m with 1.8m footway on either side for its entirety. Waiting is restricted on both sides of the road some 90m from the roundabout with allocated residential parking on the eastern side. Vale View is subject to a 30mph speed limit.
2.6 South of the development site, the A595(T) Yeorton Brow forms a 5-arm roundabout with Mill Lane, Hardgates Road and the Sellafield site access road. Mill Lane is an un-lit single carriageway road running in a general east to west direction with a typical width of 5.4m and is a popular connection route into the village of Beckermet. Mill Lane is subject to the National Speed Limit.
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2.7 The 5-arm Blackbeck roundabout also provides an access route heading north-west to the village of Haile, a village located to the east of the proposed development site via Hardgates Road. Hardgates Road is an unlit single carriageway road with a narrow width of 2.5m and is subject to National Speed Limit.
2.8 The Sellafield access road is an un-lit single carriageway road with a width of 8.5m and is subject to National Speed Limit.
2.9 South of Blackbeck Roundabout the A595(T) continues to Clader Bridge, and further south to Gosforth, Holmrook and provides access to Millom and Barrow-in-Furness. South of Calder Bridge the A595 is not part of the Strategic Road Network and is a County Principal Road, with Cumbria County Council being the responsible authority.
2.10 The A595 is the main access to Sellafield from the north and from the south. As a result traffic flows are high and there is congestion during the start and end of the working day at Sellafield.
Traffic Surveys
2.11 Traffic turning counts were undertaken in 2015 at the following junctions on Thursday 23 rd April 2015. Surveyed traffic flows during the busiest hour at each junction have been converted in to Passenger Car Units (PCUs), and they are presented at Figures 3 and 4 at Appendix A:
• A595(T) Yeorton Brow/ Beckermet Industrial Estate Priority Junction • A595(T) Yeorton Brow Blackbeck Roundabout
2.12 The busiest hours were identified as 06:00-07:00 for the AM peak and 15:00-16:00 for the PM peak and this coincides with the core working hours of the Sellafield site.
2.13 The video recording of the survey showed there were no problems for traffic turning left in (18 vehicles) and left out (6 vehicles) of the site access road in the AM Peak. The morning peak hour for the access road is 06:15-07:15 which for the most part, corresponds with the peak hour for the A595 (06:00-07:00).
2.14 The early evening peak hour for the access road was 15:30-16:30 which broadly corresponds with the peak hour of 15:00-16:00 for the A595. The 8 vehicles which turned right into the
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development had to wait for approximately 20 seconds for a gap in the southbound A595 traffic flow and typically there were 2 vehicles queued behind the right turning vehicle. There were no vehicles turning right out of the access in the morning peak hour.
2.15 The video recording of the survey showed there were no problems for traffic turning left out (12 vehicles) of the site access road in the early evening peak hour. Likewise for the 8 right turners into the site from the A595 which managed to find gaps in the traffic with no queuing or delays. There were 23 right turners from the site access priority junction to the A595 north in the PM peak who either found gaps in the traffic within a short delay or slow moving northbound drivers allowed them to join the main road. The average delay on the access road was approximately 26 seconds.
Importation of Materials to Site
2.16 G&AM Lawson, the site operators, hold a contract with Sellafield for the removal of soils and aggregates from the Sellafield, which are and transported to Beckermet Industrial Estate where they are treated, crushed and graded prior to export as commercial fill to destinations around West Cumbria such as Whitehaven Golf Course. Beckermet Industrial Estate holds a waste permit which allows 75,000T of waste to be treated on site per year.
2.17 G&AM Lawson have provided weighbridge data from 2015, which showed that 32,995 tons of material was imported from Sellafield and treated at the industrial estate during the year. Typically 6 or 7 HGVs per day currently arrive and depart the site each day which will not increase (client supplied information, attached in Appendix B).
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Extant Planning Permissions
2.18 CCC has identified a number of committed developments within the vicinity of the site which are listed as follows:
• 4/14/9008/0F2 Low Level Waste Repository, Shore Road, Drigg
• 4/16/2078/0F1 Haig Colliery Mining Museum, Solway Road, Kells, Whitehaven
• NuGen Development, Moorside
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3 PROPOSED DEVELOPMENT
3.1 The development proposal comprises a 20,000sqft (1858sqm) B8 steel storage unit and the re- grading and landscaping of a slag bank at Beckermet Industrial Estate, Haile, Cumbria.
3.2 Vehicular access to the proposed site will be provided in the form of the existing unnamed road into Beckermet Industrial Estate and the 3-arm priority controlled junction onto the A595 Yeorton Brow.
3.3 The proposed B8 unit is intended to be used to store machinery and equipment used on the Sellafield Main site. The site is likely to employ up to 5 members of staff.
3.4 The slag bank from the former iron ore mine is to be re-graded and landscaped which will involve the importation of approximately 20,000 cubic metres of soils and fill materials. It is intended to use the material imported from Sellafield for the re-grading works.
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4 ACCESSIBILITY
4.1 NPPF replaces a number of national policy documents, including Planning Policy Guidance note 13 (PPG 13). At bullet 11 of paragraph 17 NPPF explains planning “should make the fullest possible use of public transport, walking and cycling” and at paragraph 10 it guides “plans and decisions need to take local circumstances into account, so they respond to the different opportunities for achieving sustainable development in different areas”.
Walking
4.2 There are no facilities within a reasonable 1.9km walking distance of the site.
Cycling
4.3 WYG have analysed cycling for all purposes as the main mode of travel, from home, by interrogating data collected through the 2010 NTS to calculate the average and 85 th percentile distances travelled by bike. The NTS data is available on request. The analysis revealed the average distance people cycle is 4.5km and the 85 th percentile distance is 7.2km. Accessibility on bike to and from the proposed development for facilities and amenities within these distances has been assessed.
4.4 The National Cycle Route (NCN 72) can be reached within a 3.7km cycle ride from the centre of the application site via on-road cycling to the A595 priority junction with the B5345. The A595 can be used to reach local destinations within a cycling distance of 7.2km. Beckermet can be reached within a 10 minute cycle ride with the Sellafield site accessible within a 25 minute cycle ride. Egremont and its surrounds can be reached within a 35 minute cycle ride with Thornhill, and Haile within a 16 minute cycle ride. Calder Bridge is located within a 20 minute cycle ride of the development site. Local cycle connections to several local destinations are shown at Figure 2 in Appendix A.
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Public Transport
4.5 The nearest bus stops to the proposed development are on the A595 to the south west of the site. Both Bus stops are approximately 1.9km from the centre of the application site, which can be reached via the verge of the A595 and are beyond a reasonable walking distance.
4.6 The southbound bus stop has a flagpole but no timetable information. The northbound stop is a directly opposite the southbound stop, and there is no physical infrastructure.
4.7 The stops are served by the 87 service which is essentially a Sellafield works bus with 2 services per day as summarised in Table 4.1 below.
Table 4.1: Bus Routes Accessible from the A595
Route Route Monday to Saturday Sunday No. Description Friday Cockermouth to Sellafield Yottenfews Cockermouth Main Street, Moor Post Office, Bridgefoot, Clifton Hotel, Workington Bus 1 Service Station, Mooclose Shops, 06:57 outgoing Mossbay, Harrington Church And hail and ride Stagecoach Road, Distington Church Road, for the return No Service No Service 87 Whitehaven Duke Street, journey from Meadow Road/Uldale Road, between 16:05 Mirehouse Shops, West and 16:20. Cumberland Hospital, Cleator Moor The Square, Egremont Main Street, Thornhill junction, Sellfield Yottenfews Car Park.
Conclusion
4.8 The rural location of the site means that it is not accessible for walking or for using public transport. The site is reasonably accessible by bike with access to a number of local destinations such as; Beckermet, Thornhill, Sellafield, Egremont, Haile and Calder Bridge.
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5 TRIP GENERATION AND ASSIGNMENT
Industrial Storage Unit
5.1 The TRICS database has been used to derive suitable vehicle trip generation rates for the proposed development based on Gross Internal Area (GIA), of 20,000sqft (1858sqm). Trip rates for the weekday AM and PM peaks have been derived as set out below. The TRICS output report is shown in Appendix C.
5.2 The B8 storage unit will be used for storage purposes and the following criteria were applied to the TRICS category “Warehousing (Commercial)”:
• Sites in London, Republic of Ireland or Northern Ireland were excluded. • All locations were excluded except for “Edge of Town”. • The floor area range was adjusted to 800-3000sqm. • Only weekday surveys were included. • Only the most recent surveys were included for each site.
5.3 Table 5.1 below shows the vehicle trip rates and generated traffic flows for the proposed 1394sqm B8 storage unit during the busiest hours. The TRICS data shows the peak hours for a typical storage unit for warehousing are from 08:00 to 09:00 in the morning and from 16:30 to 17:30 in the early evening respectively.
Table 5.1: B8 Warehousing (Commercial) 1858sqm TRICS Rates & Generated Trips Arrivals Departures Total Time Period Trip Rate Trips Trip Rate Trips Trips Vehicles Weekday AM Peak Hour 0.367 7 0.219 4 11 08:30-09:30 Weekday PM Peak Hour 0.209 4 0.358 7 11 16:30-17:30 Trip rate is per 100sqm gross floor area
5.4 The peak traffic hours from our survey dated Thursday 23 rd April 2015 for the A595 are from 06:00 to 07:00 and 15:00 to 16:00 respectively, copy attached in Appendix D. The TRICS data shows the trip generation at these peak survey times is less therefore the trip rates from the
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TRICS peak hours has been used within the assessment. The surveyed traffic flows are shown in Figure 3 and 4 at Appendix A.
5.5 Census 2011 Journey to Work data has been used to assign development generated traffic flows to the local road network. The site is located in the Copeland 16UEO ward and therefore the home to work distribution for employees working within Copeland 16UEO has been used, Table A at Appendix E refers.
5.6 The Census distribution shows 80% of traffic generated by the storage unit will turn left into the site from the A595 North and the remaining 20% will turn right in to the site from the A595 South. The trip distribution is illustrated in Figure 5 which derives the generated trips shown in Figure 6 and 7 at Appendix A respectively.
Slag Bank Regrading
5.7 The material to be used for the proposed re-grading works will be the imported material from the Sellafield Main site which is already delivered to site for processing and will involve the approximately 20,000 m3 of soils and fill materials.
5.8 The future remediation programme is expected to take 1 year but may take longer depending on weather conditions. The following calculation is based on the density of topsoil which will generate the highest number of vehicle trips, concrete and other similar higher density materials will generate fewer lorry trips to transport the material.
5.9 Assuming a 1 year programme, the traffic movements associated with the slag bank regrading can be calculated as follows:
20,000m 3 of fill material per year / 50 weeks = 400m3 per week
Assuming that the density of the fill materials are the same as topsoil at 1.7T/m3
Then 400m3 = 680T of fill material per week
Assuming a 20T payload for each lorry then
680T/ 20T payload = 34 lorries per week
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Assuming a 5-day working week then
34 lorries per week / 5 days = 6.8 lorries per day, that is, on average between 6 to 7 lorries per day.
5.10 The proposed scheme will not increase the level of fill extraction from the Sellafield site and there will be no change in the 6 to 7 HGV movements a day which currently transport fill from Sellafield to the site.
5.11 Of the 6 or 7 lorry loads per day, 1 or 2 of these loads will occasionally export fill to commercial customers.
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6 FUTURE YEAR FLOWS
6.1 Traffic flows surveyed in 2015 have been projected to 2026 by applying factors extracted from the DfT’s TEMPRO v6.2 program. The program has calculated future flows using the definitive NTEM v6.2 database and the current NTM AF09 dataset in line with WebTAG Unit 3.15.2 Use of TEMPRO Data. Copeland (16UEO) has been selected as the defined area. Local TEMPRO growth factors have been calculated for both the Weekday AM Peak and PM Peak to factor up 2015 surveyed flows. The area type selected was “Rural” and the road type selected was “Principal”.
6.2 Table 6.1 below summarises the growth factors to be applied to 2015 flows.
Table 6.1: TEMPRO Growth Factors, Beckermet
Time Period Growth AM Peak PM Peak 2015 to 2026 1.1302 1.1404
6.2.1 The TEMPRO growth factors have been applied to the 2015 surveyed flows to provide 2026 No Development flows as shown in Figure 8 and Figure 9 at Appendix A. The development generated traffic shown in Figure 6 and 7 have been added to the 2026 No Development flows from Figure 8 and Figure 9 to provide 2026 With Development flows as shown in Figure 10 and 11 at Appendix A.
Committed Development Flows
6.2.2 The potential traffic impacts of the Low Level Waste Repository and Haig Mining Museum listed in Chapter 2 are low and are expected to have a negligible effect on the operating conditions of the A595.
6.2.3 The Nu-Gen proposal is for a new nuclear power station next to the Sellafield site and is a National Infrastructure scheme. Traffic impacts and mitigation measures on the A595 in the vicinity of the proposed development at Beckermet Industrial Estate is not publically available.
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7 TRAFFIC IMPACTS
7.1 The ability of the local road network to accommodate the additional traffic flows generated by the proposed development has been assessed. A qualitative assessment of the operating conditions of the A595/ Beckermet Industrial Estate priority junction has been undertaken for the AM and PM peak hours in the surveyed year of 2015 and in the future year of 2026 with and without the development in place.
Existing Conditions
7.2 The analysis of the surveyed video footage of the A595/ Industrial Estate priority junction in 2015 identified intervals where vehicles queued back to the priority junction from the Egremont roundabout to the north and Blackbeck roundabout to the south. During the AM peak hour at 06:55-07:01, vehicles formed a slow moving queue past the site access junction travelling south towards the A595/Blackbeck roundabout. This brief 6 minute period was the only instance in the morning peak where queues reached back to the priority junction.
7.3 In the 2015 PM peak from 15:35-15:45, northbound vehicles formed a slow moving queue of traffic travelling at around 10 to 20 mph, which extended past the site access junction at 15:49 for a 5 minute period, at 16:01 for 20 minutes and 16:30 for 4 minutes respectively. During these periods, drivers on the main road often allowed traffic from the industrial estate access to join the A595.
7.4 In summary, on the A595 there were periods when traffic is congested for a relatively short period in the AM, but longer in the PM. In the PM, the congestion showed a slow moving queue and this has the effect of reducing gaps for side road traffic, however drivers on the A595 allow traffic from to enter from the side road so that delay on the side road are not excessive.
Future Conditions
7.5 The proposed programme will not generate any additional HGV traffic to what is currently on site. There will be a small number of staff working at the storage unit which is expected to generate up to 11 vehicle trips in each peak as shown in Chapter 5. In the AM, the distribution of the additional 11 vehicle trips will be split 9 vehicles to/from the north and 2 vehicles
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to/from the south which equates to 2 additional vehicles turning in or out of the junction every 10 minutes. There will not be an increase in the number of vehicle movements as the process will utilise the existing lorry movements to bring material to site. The traffic impacts at the A595/ Industrial Estate priority junction are therefore negligible.
7.6 With regard to NPPF para 32, the development does not have a residual cumulative impact which is severe and no mitigation measures are required.
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8 HIGHWAY SAFETY
8.1 Road Traffic Accident data for the most recent 5 year period available was obtained on 20 th May 2016 from Cumbria Police. The assessment period covers the local road network from 31/12/2010 to 31/12/2015. Appendix F refers.
A595 / Proposed Site Access Junction
8.2 There were two reported accidents at or within 200m of the site access junction and the details are summarised in Table 8.1 below.
Table 8.1: Accident Summary: A595 / Proposed Site Access Junction
Ref No Location Lighting Rd Surface Severity Casualties
12C0847 NB A595 Daylight Dry Slight 1 Driver, 2 Blackbeck/ Passengers proposed site access junction A car travelled northbound on the A595 and stopped and waited for a gap, four following cars collided with the rear of the car in front. Factors: Following too close
14C0554 NB A595 Daylight Dry Serious 2 Drivers Yeorton Brow, Thornhill A car northbound on the A595 failed to stop as a car in front waited to turn right into a layby. The car swerved right to avoid the car and pulled into the path of an oncoming vehicle. Factors: Failed to look properly and swerved.
8.3 The primary cause of both accidents was likely to be driver error with a failure to look properly, swerving and following too close being the likely contributory factors.
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Summary
8.4 The A595 carries a large amount of daily traffic and the number of accidents reported on this section of the network during the assessment period is relatively low. Of the accidents that did occur, driver errors were the primary causation factors. None of the accidents can be attributed to highway design.
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9 SUMMARY
9.1 It is proposed to construct a 20,000sqft (1858sqm) steel B8 storage unit at Beckermet Industrial Estate to store tools and machinery for the Sellafield site and to regrade an existing slag bank from the former Haile mine.
9.2 Beckermet Industrial Estate is a rural location. There are no facilities within a 1.9km walk and it is a 1.9km walk to the nearest bus stop which is served by one route between Sellafield and Cockermouth.. Cycling is a popular mode of travel to Sellafield and there are local destinations within an accessible 7.2km cycle ride such as Beckermet, Egremont, Sellafield, Thornhill, and Calder Bridge.
9.3 The site is accessed from an existing priority junction of the A595 Yeorton Brow which is a Trunk Road. The access is a private road serving only the Beckermet Industrial Estate. Traffic surveys were carried out in April 2015. Traffic flows on the A595 are heavily influenced by Sellafield and there is congestion in the AM and PM peak periods.
9.4 The impact of the proposed development has been assessed at the A595/ Beckermet Industrial Estate priority controlled junction. This shows that under free flow conditions there are minimal queues and delays. The proposed remediation programme will not increase the number of lorry movements at the junction and the addition of the development traffic (ie employees on site) is expected to add 1pcu through the junction every 10 minutes in each peak which is not considered to be severe.
9.5 When the junction is affected by congestion, drivers on the A595 often allow traffic from the Industrial Estate Road to join the A595 and so even in congested conditions junction delays are not high.
9.6 There were two reported accidents on the local road network in close proximity to the site access junction during the most recent 5 year period with both a result of driver/rider error, which cannot be attributed to inadequate highway design.
9.7 In conclusion the proposals do not result in a severe residual impact, as set out in NPPF, and it is considered that there are no highway reasons why development of the site should be prevented.
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APPENDIX A - FIGURES
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N
Beckermet Industrial Estate, Beckermet Figure 1 Site Location Plan Key Proposed Development N National Cycle Route
NCN 72 Development Site
Beckermet Industrial Estate, Cumbria Figure 2 Local Cycle Network 13 Egremont 15 33 720 14 167
33 37 199 467 1 5
A595
Proposed Development Site Access
Haile
1219 5
13 235
252 1 18 1389 0 6
252 8
0 126 7 1 1251 0 0 A5345 2 1 346 46 16
2 139 0 0 0 Mill Lane 115 Beckermet 1
121
Beckermet Industrial Estate Figure 2 2015 AM Peak Surveyed Flows (06:00-07:00) 29 Egremont 30 13 520 24 166
14 40 356 881 6 11
A595
Proposed Development Site Access
Haile
378 28
42 8
1259 104 1 381 23 12
1366 8
7 303 11 42 47 0 1 A5345 6 0 0 0 1
55 605 1 3 18 Mill Lane 715 Beckermet 65
0
Beckermet Industrial Estate Figure 3 2015 PM Peak Surveyed Flows (15:00-16:00) Egremont 69% 5%
5% 69%
A595
Proposed Development Site Access
Haile
73%
8%
73% 8% 81%
81% 19%
20%
20%
A5345
Mill Lane 20% Beckermet
Beckermet Industrial Estate Figure 4 Journey to Work Staff Distribution Arrivals 7
Departures 4 Egremont 5 0
0 3
A595
Proposed Development Site Access
Haile
5
1
3 0 6
3 1
1
1
A5345
Mill Lane 1 Beckermet
Beckermet Industrial Estate Figure 5 Staff AM Peak Development Generated Traffic Flows Arrivals 4
Departures 7 Egremont 3 0
0 5
A595
Proposed Development Site Access
Haile
3
0
5 1 3
6 1
1
1
A5345
Mill Lane 1 Beckermet
Beckermet Industrial Estate Figure 6 Staff PM Peak Development Generated Traffic Flows TEMPRO 1.13
15 Egremont 17 37 814 16 189
37 42 225 528 1 6
A595
Proposed Development Site Access
Haile
1378 6
15 266
285 1 18 1570 0 6
285 8 0 142 8 1 1414
A5345 0 0 2 1 391 51.99 18
2 157 0 0
0 Mill Lane 130 Beckermet 1 137
Beckermet Industrial Estate Figure 8 2026 AM Peak No Development Flows TEMPRO 1.14
33 Egremont 34 15 593 27 189
16 46 406 1005 7 13
A595
Proposed Development Site Access
Haile
431 32
48 9
1436 119 1 434 23 12
1558 8 8 346 13 48 54
A5345 0 1 7 0 0 0 1
63 690 1 3
21 Mill Lane 815 Beckermet 74 0
Beckermet Industrial Estate Figure 9 2026 PM Peak No Development Flows TEMPRO 1.13
15 Egremont 17 37 814 16 189
37 42 225 528 1 6
A595
Proposed Development Site Access
Haile
1378 11
15 266
285 4 18 1576 0 9
285 8 0 142 8 1 1415
A5345 0 0 2 1 391 52 18
2 157 0 0
0 Mill Lane 130 Beckermet 3 137
Beckermet Industrial Estate Figure 10 2026 AM Peak With Development Flows TEMPRO 1.14
33 Egremont 34 15 596 27 190
16 46 406 1010 7 13
A595
Proposed Development Site Access
Haile
434 32
48 9
1441 119 4 434 29 13
1558 9 8 347 13 48 54
A5345 0 1 7 0 0 0 1
63 690 1 3
21 Mill Lane 816 Beckermet 74 0
Beckermet Industrial Estate Figure 11 2026 PM Peak With Development Flows
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APPENDIX B - CLIENT SUPPLIED DATA
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ECB Waste recycling facility and new building Volumes
2015 Quarter 1 4040tons Quarter 2 1480tons Quarter 3 10660tons Quarter 4 16815 tons Total 32995 tons 20t Lorry 1649 loads Say 50 weeks 33 per week or average 4-5 per day
We are sure our current permit limit is more than adequate. Limit is 75000 tons per year .So max is average 15 20t loads per day.Last year only 4-5 average per day
Pretty much all of this from Sellafield
Tends to be small scale but quarter 3 and 4 quite high due to two specific new sites being built
Sellafield Sites now playing with levels to reduce surplus off site
Moor side will retain all surplus on site
The building would also store machinery or parts required on Sellafield site, the would be held until needed. There's no room on Sellafield for these items
MT
andrew.stubbs
To: Mark Thomson Subject: RE: Beckermet Industrial Estate
From: Mark Thomson [ mailto:[email protected] ] Sent: 26 August 2016 13:39 To: andrew.stubbs Cc: [email protected] ; nick.bunn Subject: Re: Beckermet Industrial Estate
Andrew It will not take 1.5 years to transport the imported material Material will be imported to the recycling yard at current levels The material needed to make up the shortfall will be used as and when appropriate during the overall construction program So there will be no additional vehicle movements Only empty wagons leaving site rather than full ones because the job will use the materials rather than selling them on Hope this helps Mark
Sent from my iPhone
From: Mark Thomson [ mailto:[email protected] ] Sent: 21 May 2016 09:37 To: andrew.stubbs Cc: [email protected] ; nick.bunn Subject: RE: Beckermet Industrial Estate
Andrew Say max 6 wagons per day @9m3 per wagon so 54m3 per day – 270m3/week – 1080m3/month – 12960m3/year. Shortfall is 20,000m3 so if reliant on 100% Sellafield then 1.5 years. We have stockpiles on site that will vary between now and when the job starts which we are not considering currently. (circa 5,000m3 currentlty) We have told Haile Parish Council that we will hope to finish in 1 year but with weather we should allow 2 years. Hope this helps Mark
WYG 2 St James Gate, Newcastle Upon Tyne, NE1 4AD Tel: +44 191 255 7329 Fax: +44 191 255 7301
www.wyg.com
1
WYG Transport
APPENDIX C – TRICS
WYG Transport part of the WYG Group creative minds safe hands
Beckermet Industrial Estate, Beckermet - Transport Assessment October 2016
20
TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 1 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
Calculation Reference: AUDIT-705112-160517-0531 TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 02 - EMPLOYMENT Category : F - WAREHOUSING (COMMERCIAL) VEHICLES
Selected regions and areas: 04 EAST ANGLIA SF SUFFOLK 1 days 09 NORTH CB CUMBRIA 1 days 10 WALES BG BRIDGEND 1 days 11 SCOTLAND ML MIDLOTHIAN 1 days
This section displays the number of survey days per TRICS® sub-region in the selected set
Filtering Stage 2 selection:
This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.
Parameter: Gross floor area Actual Range: 750 to 4700 (units: sqm) Range Selected by User: 387 to 5000 (units: sqm)
Public Transport Provision: Selection by: Include all surveys
Date Range: 01/01/08 to 18/09/15
This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.
Selected survey days: Monday 1 days Tuesday 1 days Wednesday 1 days Friday 1 days
This data displays the number of selected surveys by day of the week.
Selected survey types: Manual count 4 days Directional ATC Count 0 days
This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.
Selected Locations: Edge of Town 4
This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.
Selected Location Sub Categories: Industrial Zone 4
This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 2 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
Filtering Stage 3 selection:
Use Class: B 8 4 days
This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.
Population within 1 mile: 1,000 or Less 1 days 5,001 to 10,000 3 days
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles: 5,001 to 25,000 2 days 75,001 to 100,000 2 days
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles: 1.1 to 1.5 4 days
This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.
Travel Plan: No 4 days
This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 3 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
LIST OF SITES relevant to selection parameters
1 BG-02-F-01 LOGISTICS COMPANY BRIDGEND PARC CRESCENT WATERTON IND. EST. BRIDGEND Edge of Town Industrial Zone Total Gross floor area: 3 0 5 0 sqm Survey date: MONDAY 13/10/14 Survey Type: MANUAL 2 CB-02-F-01 DOMINO'S PIZZA CUMBRIA COWPER ROAD GILWILLY IND. ESTATE PENRITH Edge of Town Industrial Zone Total Gross floor area: 2 9 5 0 sqm Survey date: TUESDAY 10/06/14 Survey Type: MANUAL 3 ML-02-F-01 WINDOWS MIDLOTHIAN UNIT 53 MAYFIELD IND. ESTATE DALKEITH Edge of Town Industrial Zone Total Gross floor area: 7 5 0 sqm Survey date: WEDNESDAY 04/05/11 Survey Type: MANUAL 4 SF-02-F-03 ROAD HAULAGE SUFFOLK CENTRAL AVENUE WARREN HEATH IPSWICH Edge of Town Industrial Zone Total Gross floor area: 4 7 0 0 sqm Survey date: FRIDAY 18/09/15 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 4 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL) 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 00:30 - 01:00 01:00 - 01:30 01:30 - 02:00 02:00 - 02:30 02:30 - 03:00 03:00 - 03:30 03:30 - 04:00 04:00 - 04:30 04:30 - 05:00 05:00 - 05:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 05:30 - 06:00 1 2950 0.102 1 2950 0.000 1 2950 0.102 06:00 - 06:30 1 2950 0.034 1 2950 0.000 1 2950 0.034 06:30 - 07:00 1 2950 0.102 1 2950 0.034 1 2950 0.136 07:00 - 07:30 3 3567 0.140 3 3567 0.093 3 3567 0.233 07:30 - 08:00 4 2863 0.131 4 2863 0.096 4 2863 0.227 08:00 - 08:30 4 2863 0.114 4 2863 0.114 4 2863 0.228 08:30 - 09:00 4 2863 0.253 4 2863 0.105 4 2863 0.358 09:00 - 09:30 4 2863 0.131 4 2863 0.087 4 2863 0.218 09:30 - 10:00 4 2863 0.087 4 2863 0.114 4 2863 0.201 10:00 - 10:30 4 2863 0.140 4 2863 0.166 4 2863 0.306 10:30 - 11:00 4 2863 0.087 4 2863 0.070 4 2863 0.157 11:00 - 11:30 4 2863 0.131 4 2863 0.140 4 2863 0.271 11:30 - 12:00 4 2863 0.070 4 2863 0.079 4 2863 0.149 12:00 - 12:30 4 2863 0.114 4 2863 0.044 4 2863 0.158 12:30 - 13:00 4 2863 0.096 4 2863 0.087 4 2863 0.183 13:00 - 13:30 4 2863 0.131 4 2863 0.148 4 2863 0.279 13:30 - 14:00 4 2863 0.114 4 2863 0.070 4 2863 0.184 14:00 - 14:30 4 2863 0.096 4 2863 0.079 4 2863 0.175 14:30 - 15:00 4 2863 0.105 4 2863 0.096 4 2863 0.201 15:00 - 15:30 4 2863 0.114 4 2863 0.114 4 2863 0.228 15:30 - 16:00 4 2863 0.087 4 2863 0.201 4 2863 0.288 16:00 - 16:30 4 2863 0.122 4 2863 0.114 4 2863 0.236 16:30 - 17:00 4 2863 0.087 4 2863 0.227 4 2863 0.314 17:00 - 17:30 4 2863 0.122 4 2863 0.131 4 2863 0.253 17:30 - 18:00 4 2863 0.026 4 2863 0.157 4 2863 0.183 18:00 - 18:30 4 2863 0.070 4 2863 0.079 4 2863 0.149 18:30 - 19:00 4 2863 0.070 4 2863 0.070 4 2863 0.140 19:00 - 19:30 1 2950 0.169 1 2950 0.102 1 2950 0.271 19:30 - 20:00 1 2950 0.034 1 2950 0.102 1 2950 0.136 20:00 - 20:30 1 2950 0.034 1 2950 0.034 1 2950 0.068 20:30 - 21:00 1 2950 0.068 1 2950 0.102 1 2950 0.170 21:00 - 21:30 21:30 - 22:00 22:00 - 22:30 22:30 - 23:00 23:00 - 23:30 23:30 - 24:00 Total Rates: 3.181 3.055 6.236
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 5 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
Parameter summary
Trip rate parameter range selected: 750 - 4700 (units: sqm) Survey date date range: 01/01/08 - 18/09/15 Number of weekdays (Monday-Friday): 4 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 6 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL) TAXIS 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 00:30 - 01:00 01:00 - 01:30 01:30 - 02:00 02:00 - 02:30 02:30 - 03:00 03:00 - 03:30 03:30 - 04:00 04:00 - 04:30 04:30 - 05:00 05:00 - 05:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 05:30 - 06:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 06:00 - 06:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 06:30 - 07:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 07:00 - 07:30 3 3567 0.000 3 3567 0.000 3 3567 0.000 07:30 - 08:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 08:00 - 08:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 08:30 - 09:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 09:00 - 09:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 09:30 - 10:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 10:00 - 10:30 4 2863 0.009 4 2863 0.009 4 2863 0.018 10:30 - 11:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 11:00 - 11:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 11:30 - 12:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 12:00 - 12:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 12:30 - 13:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 13:00 - 13:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 13:30 - 14:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 14:00 - 14:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 14:30 - 15:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 15:00 - 15:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 15:30 - 16:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 16:00 - 16:30 4 2863 0.009 4 2863 0.009 4 2863 0.018 16:30 - 17:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 17:00 - 17:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 17:30 - 18:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 18:00 - 18:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 18:30 - 19:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 19:00 - 19:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 19:30 - 20:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 20:00 - 20:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 20:30 - 21:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 21:00 - 21:30 21:30 - 22:00 22:00 - 22:30 22:30 - 23:00 23:00 - 23:30 23:30 - 24:00 Total Rates: 0.018 0.018 0.036
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 7 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
Parameter summary
Trip rate parameter range selected: 750 - 4700 (units: sqm) Survey date date range: 01/01/08 - 18/09/15 Number of weekdays (Monday-Friday): 4 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 8 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL) OGVS 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 00:30 - 01:00 01:00 - 01:30 01:30 - 02:00 02:00 - 02:30 02:30 - 03:00 03:00 - 03:30 03:30 - 04:00 04:00 - 04:30 04:30 - 05:00 05:00 - 05:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 05:30 - 06:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 06:00 - 06:30 1 2950 0.034 1 2950 0.000 1 2950 0.034 06:30 - 07:00 1 2950 0.034 1 2950 0.000 1 2950 0.034 07:00 - 07:30 3 3567 0.037 3 3567 0.084 3 3567 0.121 07:30 - 08:00 4 2863 0.035 4 2863 0.070 4 2863 0.105 08:00 - 08:30 4 2863 0.061 4 2863 0.061 4 2863 0.122 08:30 - 09:00 4 2863 0.087 4 2863 0.061 4 2863 0.148 09:00 - 09:30 4 2863 0.052 4 2863 0.052 4 2863 0.104 09:30 - 10:00 4 2863 0.052 4 2863 0.052 4 2863 0.104 10:00 - 10:30 4 2863 0.061 4 2863 0.061 4 2863 0.122 10:30 - 11:00 4 2863 0.044 4 2863 0.052 4 2863 0.096 11:00 - 11:30 4 2863 0.131 4 2863 0.105 4 2863 0.236 11:30 - 12:00 4 2863 0.035 4 2863 0.070 4 2863 0.105 12:00 - 12:30 4 2863 0.052 4 2863 0.017 4 2863 0.069 12:30 - 13:00 4 2863 0.087 4 2863 0.044 4 2863 0.131 13:00 - 13:30 4 2863 0.079 4 2863 0.079 4 2863 0.158 13:30 - 14:00 4 2863 0.087 4 2863 0.035 4 2863 0.122 14:00 - 14:30 4 2863 0.061 4 2863 0.035 4 2863 0.096 14:30 - 15:00 4 2863 0.079 4 2863 0.026 4 2863 0.105 15:00 - 15:30 4 2863 0.096 4 2863 0.052 4 2863 0.148 15:30 - 16:00 4 2863 0.061 4 2863 0.079 4 2863 0.140 16:00 - 16:30 4 2863 0.096 4 2863 0.061 4 2863 0.157 16:30 - 17:00 4 2863 0.052 4 2863 0.017 4 2863 0.069 17:00 - 17:30 4 2863 0.035 4 2863 0.035 4 2863 0.070 17:30 - 18:00 4 2863 0.000 4 2863 0.070 4 2863 0.070 18:00 - 18:30 4 2863 0.009 4 2863 0.035 4 2863 0.044 18:30 - 19:00 4 2863 0.035 4 2863 0.044 4 2863 0.079 19:00 - 19:30 1 2950 0.000 1 2950 0.102 1 2950 0.102 19:30 - 20:00 1 2950 0.000 1 2950 0.102 1 2950 0.102 20:00 - 20:30 1 2950 0.000 1 2950 0.034 1 2950 0.034 20:30 - 21:00 1 2950 0.000 1 2950 0.068 1 2950 0.068 21:00 - 21:30 21:30 - 22:00 22:00 - 22:30 22:30 - 23:00 23:00 - 23:30 23:30 - 24:00 Total Rates: 1.492 1.603 3.095
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 9 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
Parameter summary
Trip rate parameter range selected: 750 - 4700 (units: sqm) Survey date date range: 01/01/08 - 18/09/15 Number of weekdays (Monday-Friday): 4 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 10 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL) PSVS 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 00:30 - 01:00 01:00 - 01:30 01:30 - 02:00 02:00 - 02:30 02:30 - 03:00 03:00 - 03:30 03:30 - 04:00 04:00 - 04:30 04:30 - 05:00 05:00 - 05:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 05:30 - 06:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 06:00 - 06:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 06:30 - 07:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 07:00 - 07:30 3 3567 0.000 3 3567 0.000 3 3567 0.000 07:30 - 08:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 08:00 - 08:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 08:30 - 09:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 09:00 - 09:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 09:30 - 10:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 10:00 - 10:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 10:30 - 11:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 11:00 - 11:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 11:30 - 12:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 12:00 - 12:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 12:30 - 13:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 13:00 - 13:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 13:30 - 14:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 14:00 - 14:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 14:30 - 15:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 15:00 - 15:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 15:30 - 16:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 16:00 - 16:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 16:30 - 17:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 17:00 - 17:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 17:30 - 18:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 18:00 - 18:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 18:30 - 19:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 19:00 - 19:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 19:30 - 20:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 20:00 - 20:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 20:30 - 21:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 21:00 - 21:30 21:30 - 22:00 22:00 - 22:30 22:30 - 23:00 23:00 - 23:30 23:30 - 24:00 Total Rates: 0.000 0.000 0.000
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 11 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
Parameter summary
Trip rate parameter range selected: 750 - 4700 (units: sqm) Survey date date range: 01/01/08 - 18/09/15 Number of weekdays (Monday-Friday): 4 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 12 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
TRIP RATE for Land Use 02 - EMPLOYMENT/F - WAREHOUSING (COMMERCIAL) CYCLISTS 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 00:30 - 01:00 01:00 - 01:30 01:30 - 02:00 02:00 - 02:30 02:30 - 03:00 03:00 - 03:30 03:30 - 04:00 04:00 - 04:30 04:30 - 05:00 05:00 - 05:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 05:30 - 06:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 06:00 - 06:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 06:30 - 07:00 1 2950 0.034 1 2950 0.000 1 2950 0.034 07:00 - 07:30 3 3567 0.000 3 3567 0.000 3 3567 0.000 07:30 - 08:00 4 2863 0.009 4 2863 0.000 4 2863 0.009 08:00 - 08:30 4 2863 0.009 4 2863 0.000 4 2863 0.009 08:30 - 09:00 4 2863 0.009 4 2863 0.000 4 2863 0.009 09:00 - 09:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 09:30 - 10:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 10:00 - 10:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 10:30 - 11:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 11:00 - 11:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 11:30 - 12:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 12:00 - 12:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 12:30 - 13:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 13:00 - 13:30 4 2863 0.000 4 2863 0.009 4 2863 0.009 13:30 - 14:00 4 2863 0.009 4 2863 0.000 4 2863 0.009 14:00 - 14:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 14:30 - 15:00 4 2863 0.000 4 2863 0.009 4 2863 0.009 15:00 - 15:30 4 2863 0.000 4 2863 0.009 4 2863 0.009 15:30 - 16:00 4 2863 0.000 4 2863 0.009 4 2863 0.009 16:00 - 16:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 16:30 - 17:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 17:00 - 17:30 4 2863 0.000 4 2863 0.009 4 2863 0.009 17:30 - 18:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 18:00 - 18:30 4 2863 0.000 4 2863 0.000 4 2863 0.000 18:30 - 19:00 4 2863 0.000 4 2863 0.000 4 2863 0.000 19:00 - 19:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 19:30 - 20:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 20:00 - 20:30 1 2950 0.000 1 2950 0.000 1 2950 0.000 20:30 - 21:00 1 2950 0.000 1 2950 0.000 1 2950 0.000 21:00 - 21:30 21:30 - 22:00 22:00 - 22:30 22:30 - 23:00 23:00 - 23:30 23:30 - 24:00 Total Rates: 0.070 0.045 0.115
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 7.3.1 280316 B17.33 (C) 2016 TRICS Consortium Ltd Tuesday 17/05/16 Bekerment B8 Storage Unit Page 13 White Young Green Starbeck Avenue Newcastle upon Tyne Licence No: 705112
Parameter summary
Trip rate parameter range selected: 750 - 4700 (units: sqm) Survey date date range: 01/01/08 - 18/09/15 Number of weekdays (Monday-Friday): 4 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed.
WYG Transport
APPENDIX D – SURVEY DATA
WYG Transport part of the WYG Group creative minds safe hands
Beckermet Industrial Estate, Beckermet - Transport Assessment October 2016
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Junction:4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /IndustrialJunction: Estate4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /Industrial Estate From: A595 Yeorton Brow (SE Arm) From: A595 Yeorton Brow (SE Arm) Direction:Straight On Direction:Right Turn To: A595 Yeorton Brow (NW Arm) To: Industrial Estate
Total OGV OGV PCU OGV OGV PCU PCU Time Car LGV 1 2 PSV MC PC Total PCU Hourly Time Car LGV 1 2 PSV MC PC Total PCU Hourly HRLY 06:00 77 2 0 0 0 0 1 80 79 06:00 0 0 0 0 0 0 0 0 0 06:15 54 4 2 1 0 1 1 63 66 06:15 2 0 0 0 0 0 0 2 2 06:30 42 7 0 0 0 1 0 50 49 06:30 1 1 0 0 0 0 0 2 2 06:45 47 5 1 0 2 0 0 55 58 252 06:45 3 1 0 0 0 0 0 4 4 8 5021 07:00 61 5 1 0 1 0 1 69 71 244 07:00 1 0 0 0 0 0 0 1 1 9 4786 07:15 54 6 1 0 1 1 2 65 65 243 07:15 0 0 0 0 0 0 0 0 0 7 4386 07:30 88 7 2 0 1 0 0 98 102 296 07:30 0 1 0 0 0 0 0 1 1 6 4168 07:45 106 15 6 2 2 1 0 132 144 381 07:45 2 0 1 0 0 0 0 3 4 6 4601 08:00 93 13 3 2 5 0 0 116 128 438 08:00 1 0 0 0 0 0 0 1 1 6 4532 08:15 103 13 3 0 2 0 0 121 127 500 08:15 0 0 0 0 0 0 0 0 0 6 4537 08:30 97 11 4 2 2 1 0 117 126 524 08:30 1 1 0 0 0 0 0 2 2 7 4362 08:45 71 11 5 4 1 2 0 94 106 486 08:45 1 0 0 0 0 0 0 1 1 4 3741 14:00 207 16 7 0 0 1 3 234 240 599 14:00 0 0 1 0 0 0 0 1 2 5 3625 14:15 184 14 4 2 1 2 3 210 215 687 14:15 0 2 0 0 0 0 0 2 2 7 3619 14:30 226 22 6 1 1 7 0 263 269 830 14:30 0 0 0 0 0 0 0 0 0 5 3802 14:45 179 25 7 0 0 7 1 219 223 947 14:45 0 0 0 0 0 0 0 0 0 4 3992 15:00 290 21 5 1 2 7 8 334 333 1040 15:00 1 0 1 0 0 0 0 2 3 5 4288 15:15 334 19 9 0 1 8 4 375 380 1205 15:15 1 0 0 1 0 0 0 2 3 7 4854 15:30 259 26 14 1 0 19 19 338 331 1267 15:30 0 0 0 0 0 0 0 0 0 7 5069 15:45 275 31 3 0 1 15 4 329 322 1366 15:45 1 0 0 0 0 0 0 1 1 8 5341 16:00 256 24 5 0 2 10 10 307 302 1334 16:00 0 0 0 0 0 0 0 0 0 4 5283 16:15 277 18 7 1 3 9 2 317 323 1278 16:15 0 0 0 0 0 0 0 0 0 1 5081 16:30 276 15 5 3 0 8 8 315 314 1261 16:30 1 0 0 1 0 0 0 2 3 4 5118 16:45 223 31 5 2 3 9 9 282 282 1221 16:45 0 0 1 0 0 0 0 1 2 6 5193 17:00 224 19 2 1 2 5 6 259 257 1176 17:00 1 0 0 0 0 0 0 1 1 7 5200 17:15 211 19 1 2 2 5 7 247 244 1097 17:15 0 0 0 0 0 0 0 0 0 7 5094 17:30 207 12 2 1 1 10 1 234 232 1015 17:30 0 0 0 0 0 0 0 0 0 3 4779 17:45 172 18 7 1 3 7 1 209 217 951 17:45 0 0 0 0 0 0 0 0 0 1 4427
Junction:4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /IndustrialJunction: Estate4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /Industrial Estate From: A595 Yeorton Brow (NW Arm) From: A595 Yeorton Brow (NW Arm) Direction:Left Turn Direction:Straight On To: Industrial Estate To: A595 Yeorton Brow (SE Arm)
OGV OGV PCU OGV OGV PCU Time Car LGV 1 2 PSV MC PC Total PCU Hourly Time Car LGV 1 2 PSV MC PC Total PCU Hourly 06:00 2 0 0 0 0 0 0 2 2 06:00 332 36 6 0 2 11 11 398 392 06:15 3 1 0 0 0 0 0 4 4 06:15 293 35 5 0 7 11 20 371 362 06:30 9 1 0 0 0 0 0 10 10 06:30 322 23 4 0 3 18 10 380 369 06:45 2 0 0 0 0 0 0 2 2 18 06:45 236 11 1 2 2 9 18 279 265 1389 1389 2778 07:00 2 0 0 0 0 0 0 2 2 18 07:00 285 13 4 1 2 15 12 332 322 1318 2707 4025 07:15 1 1 0 0 0 0 0 2 2 16 07:15 208 11 3 0 1 12 12 247 235 1192 3899 5090 07:30 3 1 0 0 0 0 0 4 4 10 07:30 217 16 2 4 1 7 6 253 253 1075 4974 6048 07:45 3 0 0 0 0 0 0 3 3 11 07:45 273 22 7 2 1 8 3 316 322 1131 4716 5847 08:00 3 2 0 1 0 0 0 6 7 16 08:00 198 16 6 1 0 4 4 229 233 1042 4440 5482 08:15 1 0 2 0 0 0 0 3 6 20 08:15 140 16 5 1 0 6 2 170 173 979 4228 5207 08:30 1 0 0 0 0 0 0 1 1 17 08:30 124 19 4 3 1 1 1 153 162 888 4041 4929 08:45 0 1 0 0 0 0 0 1 1 15 08:45 102 21 14 1 1 1 1 141 160 727 3637 4363 14:00 0 1 0 0 0 0 0 1 1 9 14:00 70 5 2 3 0 1 0 81 87 581 3176 14:15 0 0 0 0 0 0 0 0 0 3 14:15 57 11 2 0 2 5 0 77 79 487 2684 14:30 0 0 0 0 0 0 0 0 0 2 14:30 57 14 7 1 2 2 0 83 94 420 2215 14:45 0 1 0 0 0 0 0 1 1 2 14:45 72 10 8 1 1 0 0 92 105 364 1853 2217 15:00 0 0 0 0 0 0 0 0 0 1 15:00 71 11 1 2 3 0 0 88 95 372 1644 2016 15:15 0 0 0 0 0 0 0 0 0 1 15:15 89 7 3 1 1 4 0 105 109 403 1559 1962 15:30 0 0 0 0 0 0 0 0 0 1 15:30 66 10 0 1 1 4 0 82 82 390 1530 1920 15:45 0 1 0 0 0 0 0 1 1 1 15:45 70 10 2 1 4 2 0 89 96 381 1547 1928 16:00 0 0 0 0 0 0 0 0 0 1 16:00 91 9 1 0 1 0 1 103 105 391 1565 1956 16:15 0 0 0 0 0 0 0 0 0 1 16:15 84 12 0 0 0 2 2 100 97 379 1542 1921 16:30 0 0 0 0 0 0 0 0 0 1 16:30 111 7 1 1 1 1 2 124 125 423 1574 1997 16:45 0 0 0 0 0 0 0 0 0 0 16:45 146 11 1 0 0 0 1 159 160 487 1680 2166 17:00 0 1 0 0 0 0 0 1 1 1 17:00 140 8 2 0 0 4 4 158 155 537 1826 2363 17:15 1 0 0 0 0 0 0 1 1 2 17:15 131 5 3 0 0 0 1 140 143 583 2030 2613 17:30 1 0 0 0 0 0 0 1 1 3 17:30 104 2 1 0 0 1 0 108 109 566 2173 2739 17:45 0 0 0 0 0 0 0 0 0 3 17:45 102 5 0 0 1 1 2 111 110 517 2203 2720 Junction:4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /IndustrialJunction: Estate4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /Industrial Estate From: Industrial Estate From: Industrial Estate Direction:Left Turn Direction:Right Turn To: A595 Yeorton Brow (SE Arm) To: A595 Yeorton Brow (NW Arm)
OGV OGV PCU OGV OGV PCU Time Car LGV 1 2 PSV MC PC Total PCU Hourly Time Car LGV 1 2 PSV MC PC Total PCU Hourly 06:00 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 0 06:15 2 1 0 0 0 0 0 3 3 06:15 0 0 0 0 0 0 0 0 0 06:30 0 0 1 0 0 0 0 1 2 06:30 0 0 0 0 0 0 0 0 0 06:45 0 1 0 0 0 0 0 1 1 6 06:45 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 6 07:00 0 0 0 0 0 0 0 0 0 0 07:15 0 1 0 0 0 0 0 1 1 4 07:15 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 2 07:30 1 0 0 0 0 0 0 1 1 1 07:45 0 0 0 0 0 0 0 0 0 1 07:45 1 1 0 0 0 0 0 2 2 3 08:00 2 1 0 0 0 0 0 3 3 4 08:00 1 0 0 0 0 0 0 1 1 4 08:15 0 0 0 0 0 0 0 0 0 3 08:15 0 0 0 0 0 0 0 0 0 4 08:30 1 0 1 0 0 0 0 2 3 6 08:30 1 0 2 1 0 0 0 4 8 11 08:45 0 0 0 0 0 0 0 0 0 6 08:45 0 0 0 0 0 0 0 0 0 9 14:00 0 1 0 1 0 0 0 2 3 7 14:00 0 0 0 0 0 0 0 0 0 8 14:15 2 1 0 0 0 0 0 3 3 10 14:15 2 0 1 0 0 0 0 3 4 12 14:30 0 0 0 0 0 0 0 0 0 6 14:30 0 0 0 0 0 0 0 0 0 4 14:45 1 1 0 0 0 0 0 2 2 8 14:45 0 0 0 0 0 0 0 0 0 4 15:00 0 0 0 0 0 0 0 0 0 5 15:00 0 1 0 0 0 0 0 1 1 5 15:15 0 0 0 0 0 0 0 0 0 2 15:15 0 0 0 0 0 0 0 0 0 1 15:30 1 2 1 1 0 0 0 5 8 10 15:30 12 0 1 0 0 0 0 13 14 15 15:45 0 1 0 0 0 0 0 1 1 9 15:45 1 0 0 0 0 0 0 1 1 16 16:00 1 0 0 0 0 0 0 1 1 10 16:00 6 0 0 0 0 0 0 6 6 21 16:15 2 0 0 0 0 0 0 2 2 12 16:15 2 0 0 0 0 0 0 2 2 23 16:30 3 0 0 0 0 0 0 3 3 7 16:30 1 0 0 0 0 0 0 1 1 10 16:45 1 0 0 0 0 0 0 1 1 7 16:45 0 0 0 1 0 0 0 1 2 11 17:00 0 0 0 0 0 0 0 0 0 6 17:00 1 0 0 0 0 0 0 1 1 6 17:15 0 1 0 0 0 0 0 1 1 5 17:15 0 0 0 0 0 0 0 0 0 4 17:30 0 0 0 0 0 0 0 0 0 2 17:30 0 0 0 0 0 0 0 0 0 3 17:45 1 1 0 0 0 0 0 2 2 3 17:45 0 0 0 0 0 0 0 0 0 1
Junction:4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /IndustrialJunction: Estate4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /IndustrialJunction: Estate4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /Industrial Estate Arm: A595 Yeorton Brow (SE Arm) Arm: A595 Yeorton Brow (NW Arm) Arm: Industrial Estate Direction:Exiting Junction Direction:Exiting Junction Direction:Exiting Junction
OGV OGV PCU OGV OGV PCU OGV OGV PCU Time Car LGV 1 2 PSV MC PC Total PCU Hourly Time Car LGV 1 2 PSV MC PC Total PCU Hourly Time Car LGV 1 2 PSV MC PC Total PCU Hourly 06:00 332 36 6 0 2 11 11 398 392 06:00 77 2 0 0 0 0 1 80 79 06:00 2 0 0 0 0 0 0 2 2 06:15 295 36 5 0 7 11 20 374 365 06:15 54 4 2 1 0 1 1 63 66 06:15 5 1 0 0 0 0 0 6 6 06:30 322 23 5 0 3 18 10 381 372 06:30 42 7 0 0 0 1 0 50 49 06:30 10 2 0 0 0 0 0 12 12 06:45 236 12 1 2 2 9 18 280 266 1395 06:45 47 5 1 0 2 0 0 55 58 252 06:45 5 1 0 0 0 0 0 6 6 26 07:00 285 13 4 1 2 15 12 332 322 1325 07:00 61 5 1 0 1 0 1 69 71 244 07:00 3 0 0 0 0 0 0 3 3 27 07:15 208 12 3 0 1 12 12 248 236 1196 07:15 54 6 1 0 1 1 2 65 65 243 07:15 1 1 0 0 0 0 0 2 2 23 07:30 217 16 2 4 1 7 6 253 253 1077 07:30 89 7 2 0 1 0 0 99 103 297 07:30 3 2 0 0 0 0 0 5 5 16 07:45 273 22 7 2 1 8 3 316 322 1132 07:45 107 16 6 2 2 1 0 134 146 384 07:45 5 0 1 0 0 0 0 6 7 17 08:00 200 17 6 1 0 4 4 232 236 1046 08:00 94 13 3 2 5 0 0 117 129 442 08:00 4 2 0 1 0 0 0 7 8 23 08:15 140 16 5 1 0 6 2 170 173 982 08:15 103 13 3 0 2 0 0 121 127 504 08:15 1 0 2 0 0 0 0 3 6 26 08:30 125 19 5 3 1 1 1 155 165 895 08:30 98 11 6 3 2 1 0 121 134 535 08:30 2 1 0 0 0 0 0 3 3 24 08:45 102 21 14 1 1 1 1 141 160 733 08:45 71 11 5 4 1 2 0 94 106 495 08:45 1 1 0 0 0 0 0 2 2 19 14:00 70 6 2 4 0 1 0 83 90 588 14:00 207 16 7 0 0 1 3 234 240 607 14:00 0 1 1 0 0 0 0 2 3 14 14:15 59 12 2 0 2 5 0 80 82 497 14:15 186 14 5 2 1 2 3 213 220 699 14:15 0 2 0 0 0 0 0 2 2 10 14:30 57 14 7 1 2 2 0 83 94 426 14:30 226 22 6 1 1 7 0 263 269 834 14:30 0 0 0 0 0 0 0 0 0 7 14:45 73 11 8 1 1 0 0 94 107 373 14:45 179 25 7 0 0 7 1 219 223 952 14:45 0 1 0 0 0 0 0 1 1 6 15:00 71 11 1 2 3 0 0 88 95 377 15:00 290 22 5 1 2 7 8 335 334 1046 15:00 1 0 1 0 0 0 0 2 3 6 15:15 89 7 3 1 1 4 0 105 109 405 15:15 334 19 9 0 1 8 4 375 380 1206 15:15 1 0 0 1 0 0 0 2 3 8 15:30 67 12 1 2 1 4 0 87 90 400 15:30 271 26 15 1 0 19 19 351 345 1282 15:30 0 0 0 0 0 0 0 0 0 8 15:45 70 11 2 1 4 2 0 90 97 390 15:45 276 31 3 0 1 15 4 330 323 1382 15:45 1 1 0 0 0 0 0 2 2 9 16:00 92 9 1 0 1 0 1 104 106 401 16:00 262 24 5 0 2 10 10 313 308 1355 16:00 0 0 0 0 0 0 0 0 0 5 16:15 86 12 0 0 0 2 2 102 99 391 16:15 279 18 7 1 3 9 2 319 325 1301 16:15 0 0 0 0 0 0 0 0 0 2 16:30 114 7 1 1 1 1 2 127 128 430 16:30 277 15 5 3 0 8 8 316 315 1271 16:30 1 0 0 1 0 0 0 2 3 5 16:45 147 11 1 0 0 0 1 160 161 494 16:45 223 31 5 3 3 9 9 283 284 1232 16:45 0 0 1 0 0 0 0 1 2 6 17:00 140 8 2 0 0 4 4 158 155 543 17:00 225 19 2 1 2 5 6 260 258 1183 17:00 1 1 0 0 0 0 0 2 2 8 17:15 131 6 3 0 0 0 1 141 144 588 17:15 211 19 1 2 2 5 7 247 244 1101 17:15 1 0 0 0 0 0 0 1 1 9 17:30 104 2 1 0 0 1 0 108 109 568 17:30 207 12 2 1 1 10 1 234 232 1018 17:30 1 0 0 0 0 0 0 1 1 6 17:45 103 6 0 0 1 1 2 113 112 520 17:45 172 18 7 1 3 7 1 209 217 952 17:45 0 0 0 0 0 0 0 0 0 4 Junction:4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /IndustrialJunction: Estate4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /IndustrialJunction: Estate4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /Industrial Estate Arm: A595 Yeorton Brow (SE Arm) Arm: A595 Yeorton Brow (NW Arm) Arm: Industrial Estate Direction:Entering Junction Direction: Entering Junction Direction: Entering Junction
OGV OGV PCU OGV OGV PCU OGV OGV PCU Time Car LGV 1 2 PSV MC PC Total PCU Hourly Time Car LGV 1 2 PSV MC PC Total PCU Hourly Time Car LGV 1 2 PSV MC PC Total PCU Hourly 06:00 77 2 0 0 0 0 1 80 79 06:00 334 36 6 0 2 11 11 400 394 06:00 0 0 0 0 0 0 0 0 0 06:15 56 4 2 1 0 1 1 65 68 06:15 296 36 5 0 7 11 20 375 366 06:15 2 1 0 0 0 0 0 3 3 06:30 43 8 0 0 0 1 0 52 51 06:30 331 24 4 0 3 18 10 390 379 06:30 0 0 1 0 0 0 0 1 2 06:45 50 6 1 0 2 0 0 59 62 260 06:45 238 11 1 2 2 9 18 281 267 1407 06:45 0 1 0 0 0 0 0 1 1 6 07:00 62 5 1 0 1 0 1 70 72 253 07:00 287 13 4 1 2 15 12 334 324 1336 07:00 0 0 0 0 0 0 0 0 0 6 07:15 54 6 1 0 1 1 2 65 65 250 07:15 209 12 3 0 1 12 12 249 237 1208 07:15 0 1 0 0 0 0 0 1 1 4 07:30 88 8 2 0 1 0 0 99 103 302 07:30 220 17 2 4 1 7 6 257 257 1085 07:30 1 0 0 0 0 0 0 1 1 3 07:45 108 15 7 2 2 1 0 135 148 387 07:45 276 22 7 2 1 8 3 319 325 1142 07:45 1 1 0 0 0 0 0 2 2 4 08:00 94 13 3 2 5 0 0 117 129 444 08:00 201 18 6 2 0 4 4 235 240 1058 08:00 3 1 0 0 0 0 0 4 4 8 08:15 103 13 3 0 2 0 0 121 127 506 08:15 141 16 7 1 0 6 2 173 178 999 08:15 0 0 0 0 0 0 0 0 0 7 08:30 98 12 4 2 2 1 0 119 128 532 08:30 125 19 4 3 1 1 1 154 163 905 08:30 2 0 3 1 0 0 0 6 11 17 08:45 72 11 5 4 1 2 0 95 107 490 08:45 102 22 14 1 1 1 1 142 161 742 08:45 0 0 0 0 0 0 0 0 0 15 14:00 207 16 8 0 0 1 3 235 242 604 14:00 70 6 2 3 0 1 0 82 88 590 14:00 0 1 0 1 0 0 0 2 3 15 14:15 184 16 4 2 1 2 3 212 217 694 14:15 57 11 2 0 2 5 0 77 79 490 14:15 4 1 1 0 0 0 0 6 7 22 14:30 226 22 6 1 1 7 0 263 269 835 14:30 57 14 7 1 2 2 0 83 94 422 14:30 0 0 0 0 0 0 0 0 0 11 14:45 179 25 7 0 0 7 1 219 223 952 14:45 72 11 8 1 1 0 0 93 106 366 14:45 1 1 0 0 0 0 0 2 2 13 15:00 291 21 6 1 2 7 8 336 337 1046 15:00 71 11 1 2 3 0 0 88 95 373 15:00 0 1 0 0 0 0 0 1 1 10 15:15 335 19 9 1 1 8 4 377 383 1212 15:15 89 7 3 1 1 4 0 105 109 404 15:15 0 0 0 0 0 0 0 0 0 3 15:30 259 26 14 1 0 19 19 338 331 1274 15:30 66 10 0 1 1 4 0 82 82 391 15:30 13 2 2 1 0 0 0 18 22 25 15:45 276 31 3 0 1 15 4 330 323 1373 15:45 70 11 2 1 4 2 0 90 97 382 15:45 1 1 0 0 0 0 0 2 2 25 16:00 256 24 5 0 2 10 10 307 302 1338 16:00 91 9 1 0 1 0 1 103 105 392 16:00 7 0 0 0 0 0 0 7 7 31 16:15 277 18 7 1 3 9 2 317 323 1279 16:15 84 12 0 0 0 2 2 100 97 380 16:15 4 0 0 0 0 0 0 4 4 35 16:30 277 15 5 4 0 8 8 317 318 1265 16:30 111 7 1 1 1 1 2 124 125 424 16:30 4 0 0 0 0 0 0 4 4 17 16:45 223 31 6 2 3 9 9 283 284 1226 16:45 146 11 1 0 0 0 1 159 160 487 16:45 1 0 0 1 0 0 0 2 3 18 17:00 225 19 2 1 2 5 6 260 258 1183 17:00 140 9 2 0 0 4 4 159 156 538 17:00 1 0 0 0 0 0 0 1 1 12 17:15 211 19 1 2 2 5 7 247 244 1104 17:15 132 5 3 0 0 0 1 141 144 585 17:15 0 1 0 0 0 0 0 1 1 9 17:30 207 12 2 1 1 10 1 234 232 1018 17:30 105 2 1 0 0 1 0 109 110 569 17:30 0 0 0 0 0 0 0 0 0 5 17:45 172 18 7 1 3 7 1 209 217 952 17:45 102 5 0 0 1 1 2 111 110 520 17:45 1 1 0 0 0 0 0 2 2 4 Junction: 4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm)Junction: /Industrial4 : A595 Estate Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /Industrial Estate From: A595 Yeorton Brow (SE Arm) From: A595 Yeorton Brow (SE Arm) Direction: Straight On Direction:Right Turn To: A595 Yeorton Brow (NW Arm) To: Industrial Estate
PCU OGV OGV Hour OGV OGV Time Car LGV 1 2 PSV MC PC Total PCU ly Time Car LGV 1 2 PSV MC PC Total 06:00 77 2 0 0 0 0 1 80 79 06:00 0 0 0 0 0 0 0 0 06:15 54 4 2 1 0 1 1 63 66 06:15 2 0 0 0 0 0 0 2 06:30 42 7 0 0 0 1 0 50 49 06:30 1 1 0 0 0 0 0 2 06:45 47 5 1 0 2 0 0 55 58 252 06:45 3 1 0 0 0 0 0 4 07:00 61 5 1 0 1 0 1 69 71 244 07:00 1 0 0 0 0 0 0 1 07:15 54 6 1 0 1 1 2 65 65 243 07:15 0 0 0 0 0 0 0 0 07:30 88 7 2 0 1 0 0 98 102 296 07:30 0 1 0 0 0 0 0 1 07:45 106 15 6 2 2 1 0 132 144 381 07:45 2 0 1 0 0 0 0 3 08:00 93 13 3 2 5 0 0 116 128 438 08:00 1 0 0 0 0 0 0 1 08:15 103 13 3 0 2 0 0 121 127 500 08:15 0 0 0 0 0 0 0 0 08:30 97 11 4 2 2 1 0 117 126 524 08:30 1 1 0 0 0 0 0 2 08:45 71 11 5 4 1 2 0 94 106 486 08:45 1 0 0 0 0 0 0 1 14:00 207 16 7 0 0 1 3 234 240 599 14:00 0 0 1 0 0 0 0 1 14:15 184 14 4 2 1 2 3 210 215 687 14:15 0 2 0 0 0 0 0 2 14:30 226 22 6 1 1 7 0 263 269 830 14:30 0 0 0 0 0 0 0 0 14:45 179 25 7 0 0 7 1 219 223 947 14:45 0 0 0 0 0 0 0 0 15:00 290 21 5 1 2 7 8 334 333 1040 15:00 1 0 1 0 0 0 0 2 15:15 334 19 9 0 1 8 4 375 380 1205 15:15 1 0 0 1 0 0 0 2 15:30 259 26 14 1 0 19 19 338 331 1267 15:30 0 0 0 0 0 0 0 0 15:45 275 31 3 0 1 15 4 329 322 1366 15:45 1 0 0 0 0 0 0 1 16:00 256 24 5 0 2 10 10 307 302 1334 16:00 0 0 0 0 0 0 0 0 16:15 277 18 7 1 3 9 2 317 323 1278 16:15 0 0 0 0 0 0 0 0 16:30 276 15 5 3 0 8 8 315 314 1261 16:30 1 0 0 1 0 0 0 2 16:45 223 31 5 2 3 9 9 282 282 1221 16:45 0 0 1 0 0 0 0 1 17:00 224 19 2 1 2 5 6 259 257 1176 17:00 1 0 0 0 0 0 0 1 17:15 211 19 1 2 2 5 7 247 244 1097 17:15 0 0 0 0 0 0 0 0 17:30 207 12 2 1 1 10 1 234 232 1015 17:30 0 0 0 0 0 0 0 0 17:45 172 18 7 1 3 7 1 209 217 951 17:45 0 0 0 0 0 0 0 0
Junction: 4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm)Junction: /Industrial4 : A595 Estate Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /Industrial Estate From: A595 Yeorton Brow (NW Arm) From: A595 Yeorton Brow (NW Arm) Direction: Left Turn Direction:Straight On To: Industrial Estate To: A595 Yeorton Brow (SE Arm) PCU OGV OGV Hour OGV OGV Time Car LGV 1 2 PSV MC PC Total PCU ly Time Car LGV 1 2 PSV MC PC Total 06:00 2 0 0 0 0 0 0 2 2 06:00 332 36 6 0 2 11 11 398 06:15 3 1 0 0 0 0 0 4 4 06:15 293 35 5 0 7 11 20 371 06:30 9 1 0 0 0 0 0 10 10 06:30 322 23 4 0 3 18 10 380 06:45 2 0 0 0 0 0 0 2 2 18 06:45 236 11 1 2 2 9 18 279 07:00 2 0 0 0 0 0 0 2 2 18 07:00 285 13 4 1 2 15 12 332 07:15 1 1 0 0 0 0 0 2 2 16 07:15 208 11 3 0 1 12 12 247 07:30 3 1 0 0 0 0 0 4 4 10 07:30 217 16 2 4 1 7 6 253 07:45 3 0 0 0 0 0 0 3 3 11 07:45 273 22 7 2 1 8 3 316 08:00 3 2 0 1 0 0 0 6 7 16 08:00 198 16 6 1 0 4 4 229 08:15 1 0 2 0 0 0 0 3 6 20 08:15 140 16 5 1 0 6 2 170 08:30 1 0 0 0 0 0 0 1 1 17 08:30 124 19 4 3 1 1 1 153 08:45 0 1 0 0 0 0 0 1 1 15 08:45 102 21 14 1 1 1 1 141 14:00 0 1 0 0 0 0 0 1 1 9 14:00 70 5 2 3 0 1 0 81 14:15 0 0 0 0 0 0 0 0 0 3 14:15 57 11 2 0 2 5 0 77 14:30 0 0 0 0 0 0 0 0 0 2 14:30 57 14 7 1 2 2 0 83 14:45 0 1 0 0 0 0 0 1 1 2 14:45 72 10 8 1 1 0 0 92 15:00 0 0 0 0 0 0 0 0 0 1 15:00 71 11 1 2 3 0 0 88 15:15 0 0 0 0 0 0 0 0 0 1 15:15 89 7 3 1 1 4 0 105 15:30 0 0 0 0 0 0 0 0 0 1 15:30 66 10 0 1 1 4 0 82 15:45 0 1 0 0 0 0 0 1 1 1 15:45 70 10 2 1 4 2 0 89 16:00 0 0 0 0 0 0 0 0 0 1 16:00 91 9 1 0 1 0 1 103 16:15 0 0 0 0 0 0 0 0 0 1 16:15 84 12 0 0 0 2 2 100 16:30 0 0 0 0 0 0 0 0 0 1 16:30 111 7 1 1 1 1 2 124 16:45 0 0 0 0 0 0 0 0 0 0 16:45 146 11 1 0 0 0 1 159 17:00 0 1 0 0 0 0 0 1 1 1 17:00 140 8 2 0 0 4 4 158 17:15 1 0 0 0 0 0 0 1 1 2 17:15 131 5 3 0 0 0 1 140 17:30 1 0 0 0 0 0 0 1 1 3 17:30 104 2 1 0 0 1 0 108 17:45 0 0 0 0 0 0 0 0 0 3 17:45 102 5 0 0 1 1 2 111
Junction: 4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm)Junction: /Industrial4 : A595 Estate Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /Industrial Estate From: Industrial Estate From: Industrial Estate Direction: Left Turn Direction:Right Turn To: A595 Yeorton Brow (SE Arm) To: A595 Yeorton Brow (NW Arm) PCU OGV OGV Hour OGV OGV Time Car LGV 1 2 PSV MC PC Total PCU ly Time Car LGV 1 2 PSV MC PC Total 06:00 0 0 0 0 0 0 0 0 0 06:00 0 0 0 0 0 0 0 0 06:15 2 1 0 0 0 0 0 3 3 06:15 0 0 0 0 0 0 0 0 06:30 0 0 1 0 0 0 0 1 2 06:30 0 0 0 0 0 0 0 0 06:45 0 1 0 0 0 0 0 1 1 6 06:45 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 6 07:00 0 0 0 0 0 0 0 0 07:15 0 1 0 0 0 0 0 1 1 4 07:15 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 2 07:30 1 0 0 0 0 0 0 1 07:45 0 0 0 0 0 0 0 0 0 1 07:45 1 1 0 0 0 0 0 2 08:00 2 1 0 0 0 0 0 3 3 4 08:00 1 0 0 0 0 0 0 1 08:15 0 0 0 0 0 0 0 0 0 3 08:15 0 0 0 0 0 0 0 0 08:30 1 0 1 0 0 0 0 2 3 6 08:30 1 0 2 1 0 0 0 4 08:45 0 0 0 0 0 0 0 0 0 6 08:45 0 0 0 0 0 0 0 0 14:00 0 1 0 1 0 0 0 2 3 7 14:00 0 0 0 0 0 0 0 0 14:15 2 1 0 0 0 0 0 3 3 10 14:15 2 0 1 0 0 0 0 3 14:30 0 0 0 0 0 0 0 0 0 6 14:30 0 0 0 0 0 0 0 0 14:45 1 1 0 0 0 0 0 2 2 8 14:45 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 5 15:00 0 1 0 0 0 0 0 1 15:15 0 0 0 0 0 0 0 0 0 2 15:15 0 0 0 0 0 0 0 0 15:30 1 2 1 1 0 0 0 5 8 10 15:30 12 0 1 0 0 0 0 13 15:45 0 1 0 0 0 0 0 1 1 9 15:45 1 0 0 0 0 0 0 1 16:00 1 0 0 0 0 0 0 1 1 10 16:00 6 0 0 0 0 0 0 6 16:15 2 0 0 0 0 0 0 2 2 12 16:15 2 0 0 0 0 0 0 2 16:30 3 0 0 0 0 0 0 3 3 7 16:30 1 0 0 0 0 0 0 1 16:45 1 0 0 0 0 0 0 1 1 7 16:45 0 0 0 1 0 0 0 1 17:00 0 0 0 0 0 0 0 0 0 6 17:00 1 0 0 0 0 0 0 1 17:15 0 1 0 0 0 0 0 1 1 5 17:15 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 2 17:30 0 0 0 0 0 0 0 0 17:45 1 1 0 0 0 0 0 2 2 3 17:45 0 0 0 0 0 0 0 0 Junction: 4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm)Junction: /Industrial4 : A595 Estate Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm)Junction: /Industrial 4Estate : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /Industrial Estate Arm: A595 Yeorton Brow (SE Arm) Arm: A595 Yeorton Brow (NW Arm) Arm: Industrial Estate Direction: Exiting Junction Direction:Exiting Junction Direction: Exiting Junction PCU PCU OGV OGV Hour OGV OGV Hour OGV OGV Time Car LGV 1 2 PSV MC PC Total PCU ly Time Car LGV 1 2 PSV MC PC Total PCU ly Time Car LGV 1 2 PSV MC PC Total 06:00 332 36 6 0 2 11 11 398 392 06:00 77 2 0 0 0 0 1 80 79 06:00 2 0 0 0 0 0 0 2 06:15 295 36 5 0 7 11 20 374 365 06:15 54 4 2 1 0 1 1 63 66 06:15 5 1 0 0 0 0 0 6 06:30 322 23 5 0 3 18 10 381 372 06:30 42 7 0 0 0 1 0 50 49 06:30 10 2 0 0 0 0 0 12 06:45 236 12 1 2 2 9 18 280 266 1395 06:45 47 5 1 0 2 0 0 55 58 252 06:45 5 1 0 0 0 0 0 6 07:00 285 13 4 1 2 15 12 332 322 1325 07:00 61 5 1 0 1 0 1 69 71 244 07:00 3 0 0 0 0 0 0 3 07:15 208 12 3 0 1 12 12 248 236 1196 07:15 54 6 1 0 1 1 2 65 65 243 07:15 1 1 0 0 0 0 0 2 07:30 217 16 2 4 1 7 6 253 253 1077 07:30 89 7 2 0 1 0 0 99 103 297 07:30 3 2 0 0 0 0 0 5 07:45 273 22 7 2 1 8 3 316 322 1132 07:45 107 16 6 2 2 1 0 134 146 384 07:45 5 0 1 0 0 0 0 6 08:00 200 17 6 1 0 4 4 232 236 1046 08:00 94 13 3 2 5 0 0 117 129 442 08:00 4 2 0 1 0 0 0 7 08:15 140 16 5 1 0 6 2 170 173 982 08:15 103 13 3 0 2 0 0 121 127 504 08:15 1 0 2 0 0 0 0 3 08:30 125 19 5 3 1 1 1 155 165 895 08:30 98 11 6 3 2 1 0 121 134 535 08:30 2 1 0 0 0 0 0 3 08:45 102 21 14 1 1 1 1 141 160 733 08:45 71 11 5 4 1 2 0 94 106 495 08:45 1 1 0 0 0 0 0 2 14:00 70 6 2 4 0 1 0 83 90 588 14:00 207 16 7 0 0 1 3 234 240 607 14:00 0 1 1 0 0 0 0 2 14:15 59 12 2 0 2 5 0 80 82 497 14:15 186 14 5 2 1 2 3 213 220 699 14:15 0 2 0 0 0 0 0 2 14:30 57 14 7 1 2 2 0 83 94 426 14:30 226 22 6 1 1 7 0 263 269 834 14:30 0 0 0 0 0 0 0 0 14:45 73 11 8 1 1 0 0 94 107 373 14:45 179 25 7 0 0 7 1 219 223 952 14:45 0 1 0 0 0 0 0 1 15:00 71 11 1 2 3 0 0 88 95 377 15:00 290 22 5 1 2 7 8 335 334 1046 15:00 1 0 1 0 0 0 0 2 15:15 89 7 3 1 1 4 0 105 109 405 15:15 334 19 9 0 1 8 4 375 380 1206 15:15 1 0 0 1 0 0 0 2 15:30 67 12 1 2 1 4 0 87 90 400 15:30 271 26 15 1 0 19 19 351 345 1282 15:30 0 0 0 0 0 0 0 0 15:45 70 11 2 1 4 2 0 90 97 390 15:45 276 31 3 0 1 15 4 330 323 1382 15:45 1 1 0 0 0 0 0 2 16:00 92 9 1 0 1 0 1 104 106 401 16:00 262 24 5 0 2 10 10 313 308 1355 16:00 0 0 0 0 0 0 0 0 16:15 86 12 0 0 0 2 2 102 99 391 16:15 279 18 7 1 3 9 2 319 325 1301 16:15 0 0 0 0 0 0 0 0 16:30 114 7 1 1 1 1 2 127 128 430 16:30 277 15 5 3 0 8 8 316 315 1271 16:30 1 0 0 1 0 0 0 2 16:45 147 11 1 0 0 0 1 160 161 494 16:45 223 31 5 3 3 9 9 283 284 1232 16:45 0 0 1 0 0 0 0 1 17:00 140 8 2 0 0 4 4 158 155 543 17:00 225 19 2 1 2 5 6 260 258 1183 17:00 1 1 0 0 0 0 0 2 17:15 131 6 3 0 0 0 1 141 144 588 17:15 211 19 1 2 2 5 7 247 244 1101 17:15 1 0 0 0 0 0 0 1 17:30 104 2 1 0 0 1 0 108 109 568 17:30 207 12 2 1 1 10 1 234 232 1018 17:30 1 0 0 0 0 0 0 1 17:45 103 6 0 0 1 1 2 113 112 520 17:45 172 18 7 1 3 7 1 209 217 952 17:45 0 0 0 0 0 0 0 0
Junction: 4 : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm)Junction: /Industrial4 : A595 Estate Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm)Junction: /Industrial 4Estate : A595 Yeorton Brow (SE Arm) /A595 Yeorton Brow (NW Arm) /Industrial Estate Arm: A595 Yeorton Brow (SE Arm) Arm: A595 Yeorton Brow (NW Arm) Arm: Industrial Estate Direction: Entering Junction Direction:Entering Junction Direction: Entering Junction PCU PCU OGV OGV Hour OGV OGV Hour OGV OGV Time Car LGV 1 2 PSV MC PC Total PCU ly Time Car LGV 1 2 PSV MC PC Total PCU ly Time Car LGV 1 2 PSV MC PC Total 06:00 77 2 0 0 0 0 1 80 79 06:00 334 36 6 0 2 11 11 400 394 06:00 0 0 0 0 0 0 0 0 06:15 56 4 2 1 0 1 1 65 68 06:15 296 36 5 0 7 11 20 375 366 06:15 2 1 0 0 0 0 0 3 06:30 43 8 0 0 0 1 0 52 51 06:30 331 24 4 0 3 18 10 390 379 06:30 0 0 1 0 0 0 0 1 06:45 50 6 1 0 2 0 0 59 62 260 06:45 238 11 1 2 2 9 18 281 267 1407 06:45 0 1 0 0 0 0 0 1 07:00 62 5 1 0 1 0 1 70 72 253 07:00 287 13 4 1 2 15 12 334 324 1336 07:00 0 0 0 0 0 0 0 0 07:15 54 6 1 0 1 1 2 65 65 250 07:15 209 12 3 0 1 12 12 249 237 1208 07:15 0 1 0 0 0 0 0 1 07:30 88 8 2 0 1 0 0 99 103 302 07:30 220 17 2 4 1 7 6 257 257 1085 07:30 1 0 0 0 0 0 0 1 07:45 108 15 7 2 2 1 0 135 148 387 07:45 276 22 7 2 1 8 3 319 325 1142 07:45 1 1 0 0 0 0 0 2 08:00 94 13 3 2 5 0 0 117 129 444 08:00 201 18 6 2 0 4 4 235 240 1058 08:00 3 1 0 0 0 0 0 4 08:15 103 13 3 0 2 0 0 121 127 506 08:15 141 16 7 1 0 6 2 173 178 999 08:15 0 0 0 0 0 0 0 0 08:30 98 12 4 2 2 1 0 119 128 532 08:30 125 19 4 3 1 1 1 154 163 905 08:30 2 0 3 1 0 0 0 6 08:45 72 11 5 4 1 2 0 95 107 490 08:45 102 22 14 1 1 1 1 142 161 742 08:45 0 0 0 0 0 0 0 0 14:00 207 16 8 0 0 1 3 235 242 604 14:00 70 6 2 3 0 1 0 82 88 590 14:00 0 1 0 1 0 0 0 2 14:15 184 16 4 2 1 2 3 212 217 694 14:15 57 11 2 0 2 5 0 77 79 490 14:15 4 1 1 0 0 0 0 6 14:30 226 22 6 1 1 7 0 263 269 835 14:30 57 14 7 1 2 2 0 83 94 422 14:30 0 0 0 0 0 0 0 0 14:45 179 25 7 0 0 7 1 219 223 952 14:45 72 11 8 1 1 0 0 93 106 366 14:45 1 1 0 0 0 0 0 2 15:00 291 21 6 1 2 7 8 336 337 1046 15:00 71 11 1 2 3 0 0 88 95 373 15:00 0 1 0 0 0 0 0 1 15:15 335 19 9 1 1 8 4 377 383 1212 15:15 89 7 3 1 1 4 0 105 109 404 15:15 0 0 0 0 0 0 0 0 15:30 259 26 14 1 0 19 19 338 331 1274 15:30 66 10 0 1 1 4 0 82 82 391 15:30 13 2 2 1 0 0 0 18 15:45 276 31 3 0 1 15 4 330 323 1373 15:45 70 11 2 1 4 2 0 90 97 382 15:45 1 1 0 0 0 0 0 2 16:00 256 24 5 0 2 10 10 307 302 1338 16:00 91 9 1 0 1 0 1 103 105 392 16:00 7 0 0 0 0 0 0 7 16:15 277 18 7 1 3 9 2 317 323 1279 16:15 84 12 0 0 0 2 2 100 97 380 16:15 4 0 0 0 0 0 0 4 16:30 277 15 5 4 0 8 8 317 318 1265 16:30 111 7 1 1 1 1 2 124 125 424 16:30 4 0 0 0 0 0 0 4 16:45 223 31 6 2 3 9 9 283 284 1226 16:45 146 11 1 0 0 0 1 159 160 487 16:45 1 0 0 1 0 0 0 2 17:00 225 19 2 1 2 5 6 260 258 1183 17:00 140 9 2 0 0 4 4 159 156 538 17:00 1 0 0 0 0 0 0 1 17:15 211 19 1 2 2 5 7 247 244 1104 17:15 132 5 3 0 0 0 1 141 144 585 17:15 0 1 0 0 0 0 0 1 17:30 207 12 2 1 1 10 1 234 232 1018 17:30 105 2 1 0 0 1 0 109 110 569 17:30 0 0 0 0 0 0 0 0 17:45 172 18 7 1 3 7 1 209 217 952 17:45 102 5 0 0 1 1 2 111 110 520 17:45 1 1 0 0 0 0 0 2
WYG Transport
APPENDIX E – CENSUS DATA
WYG Transport part of the WYG Group creative minds safe hands
Beckermet Industrial Estate, Beckermet - Transport Assessment October 2016
22
TABLE A: WU03EW - Location of usual residence and place of work by method of travel to work (MSOA level) ONS Crown Copyright Reserved [from Nomis on 11 June 2015] population All usual residents aged 16 and over in employment the week before the census units Persons date 2011 method of travel to workDriving a car or van Returning Home place of work usual residence : Copeland 007 2011 super RT/A595N/ B5345 RT/A595N/Vale View/Egremont RT/A595N LT/A595S/ Mill Lane LT/A595S Copeland 003 1,332 1,332 Copeland 004 1,318 1,318 Copeland 007 1,313 355 105 853 Copeland 006 1,011 51 480 480 Copeland 005 708 212 496 Copeland 008 534 534 Copeland 002 495 99 396 Copeland 001 426 43 383 Allerdale 008 396 396 Allerdale 011 346 346 Allerdale 010 312 312 Allerdale 006 286 286 Allerdale 007 257 257 Allerdale 009 191 191 Allerdale 004 183 183 Allerdale 005 96 96 Allerdale 003 57 57 Barrow-in-Furness 006 43 43 Allerdale 001 36 36 Barrow-in-Furness 001 36 36 Barrow-in-Furness 003 34 34 Barrow-in-Furness 009 33 33 Barrow-in-Furness 005 32 32 Allerdale 012 29 29 South Lakeland 012 28 28 Carlisle 005 27 27 South Lakeland 008 27 27 Barrow-in-Furness 002 26 26 South Lakeland 014 25 25 Allerdale 002 21 21 Carlisle 004 20 20 Barrow-in-Furness 004 18 18 Barrow-in-Furness 007 18 18 Barrow-in-Furness 010 17 17 Carlisle 007 16 16 Eden 006 14 14 Carlisle 013 12 12 South Lakeland 013 11 11 Eden 001 9 9 9 Carlisle 010 8 8 Barrow-in-Furness 008 7 7 Carlisle 009 7 7 Carlisle 011 7 7 Carlisle 012 7 7 Carlisle 006 6 6 Carlisle 008 6 6 Eden 002 6 6 Eden 007 6 6 South Lakeland 007 6 6 South Lakeland 011 6 6 Carlisle 001 5 5 Carlisle 002 5 5 Eden 004 5 5 Carlisle 003 4 4 South Lakeland 009 4 4 Lancaster 011 4 4 South Lakeland 001 2 2 South Lakeland 002 3 3 South Lakeland 004 1 1 South Lakeland 005 1 1 South Lakeland 006 1 1 South Lakeland 010 1 1 TOTAL 9,901 759 480 6,789 105 1,776
% 8 5 69 1 18
WYG Transport
APPENDIX E – ACCIDENT DATA
WYG Transport part of the WYG Group creative minds safe hands
Beckermet Industrial Estate, Beckermet - Transport Assessment September 2016
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Accident RefAccident SeverityAccident DateJunction DetailLight CondtitionsRoad SurfaceLocation Conditions Description General Description CF 1 CF 1 - Veh/Cas/UnjCF 1 - Ref NoCF 1 - ConfidenceCF 2 CF 2 - Veh/Cas/UnjCF 2 - Ref NoCF 2 - ConfidenceCF 3 CF 3 - Veh/Cas/UnjCF 3 - Ref NoCF 3 - ConfidenceCF 4 CF 4 - Veh/Cas/UnjCF 4 - Ref NoCF 4 - Confidence 11C0255 Serious 01/02/2011RoundaboutDarkness - StreetDry Lights A595 present BLACKBECK and lit ROUNDABOUT, VEHICLE 1 TRAVELLING FROM EGREMONT TOWARDS SELLAFIELD. AS IT EGREMONT APPROACHED BLACKBECK ROUNDABOUT, FILTERING PAST SLOW MOVING TRAFFIC, RIDER ASSUMED A VEHICLE WAS ABOUT TO PULL OUT OF JUNCTION INTO HIS PATH. RIDER HIT THE BRAKES CAUSING MOTORCYCLE TO SKI 11C1060 Slight 03/05/2011Not at or withinDaylight 20 metres - StreetDry of Lights junction A595Present YEORTON BROW, EGREMONT VEHICLE 2 STATIONARY, HELD UP IN TRAFFIC. VEHICLE 1 TRAVELLING Careless, recklessV or in 1a hurry A Failed to lookV properly 1 A Sudden brakingV 1 A Loss of ControlV 1 A (APPROXIMATELY 100 METRES NORTH OF SOME DISTANCE BEHIND SAW VEHICLE 2 LATE, LEAVING NO ROOM TO BLACKBECK ROUNDABOUT) BRAKE SAFELY. RIDER OF VEHICLE 1 DROPPED MOTORCYCLE, DISMOUNTING. VEHICLE 1 COLLIDED WITH REAR OF VEHICLE 2.
11C1616 Slight 30/07/2011T or staggeredDaylight junction - StreetDry Lights A595Present North Bound Carriageway, Thornhill. V1 travelling north. V2 - Pedal Cyclist crosses from near side verge collIding with nearside of V1. 12C0740 Slight 03/04/2012Not at or withinDaylight 20 metres - StreetDry of Lighting junction A595 Unknown SELLAFIELD ROAD, BECKERMET, V1 was travelling into the village, it had veered over onto the other side EGREMONT. of the road and collided with the transit van causing damage to driver side wheel arch of the van and driver side damage to V1 (Mazda)
12C0847 Slight 15/04/2012T or staggeredDaylight junction - NoDry Street Lighting A595 BLACKBECK V1 travelling north on A595 and indicates to turn right into Beckermet Following tooV close 2 B Following tooV close 3 B Following tooV close 4 B Following tooV close 5 B Industrial Estate. V1 stops awaiting a gap in oncoming traffic.V2,V3,V4 and V5 are following V1 in that order. They all collide with each other causing injuries and damage as show
12C0871 Slight 01/05/2012Not at or withinDaylight 20 metres - StreetDry of Lights junction A595Present St Thomas Cross, to Thornhill, Vehicle 1 sat in stationary queue of traffic, pulled out to conduct a u-turn Poor turn orV manoeuvre 1 A Failed to signalV or misleading 1 signal A Failed to lookV properly 1 A Careless, recklessV or in 1a hurry B Egremont pulling into the path of vehicle 2 which then collided. 12C1162 Slight 31/05/2012RoundaboutDaylight - StreetWet/Damp Lights A595Present St Thomas Cross Roundabout, V1 (Motorcycle) travelling south on A595 approached St Thomas Cross Slippery roadV (due to weather) 1 A Sudden brakingV 1 A Egremont roundabout. Rear wheel of motorcycle locked up when brakes applied causing rider to fall and injure her leg. No other vehicle involved.
12C1878 Slight 30/08/2012Not at or withinDaylight 20 metres - StreetDry of Lights junction HighPresent Road, Thornhill, Egremont Vehicle 1 has been travelling at walking pace when a male has come off Failed to lookC properly 1 A the kerb on his scooter and collided with front nearside of vehicle 1.
12C1939 Fatal 04/09/2012Using privateDaylight drive or - NoentranceDry Street Lighting A595 BLACKBECK, EGREMONT V1 turning right off main carriageway into hotel car park, pulls across path of V2 travelling in opposite direction. V2 then collides with n/side of V1. 13C0451 Slight 01/02/2013T or staggeredDaylight junction - StreetDry Lighting A595 Unknown THORNHILL, EGREMONT V1 collided with V2, pedal cycle. Both parties left before police arrival.
13C0491 Slight 06/03/2013T or staggeredDarkness junction - StreetWet/Damp LightsA595 present THORNHILL. and lit Driver of V1 pulled out of junction into the rider of V2, a pedal cycle. Junction restartV (moving 1 off at junction) B Failed to lookV properly 1 A
12C2967 Slight 11/12/2012RoundaboutDarkness - StreetDry Lights A595 present YEORTON but unlit BROW, CALDER BRIDGE V1 has been travelling in a Northern direction behind V2 approaching a Exceeding speedV limit 1 B Following tooV close 1 B roundabout. V1 has then made contact into the rear of V2.
13C1798 Slight 21/08/2013RoundaboutDaylight - StreetDry Lights A595Present ST.THOMAS CROSS, EGREMONT V1 has been travelling north, then turned left. V2 has been on the Failed to signalV or misleading 1 signal B Failed to lookV properly 1 B Failed to judgeV other person's 2 path B or speed nearside of V1. V2 has struck V1 causing cyclist to fall off. V1 has gone into the path of V2. 13C2238 Serious 12/10/2013T or staggeredDaylight junction - NoDry Street Lighting A595 EGREMONT J/W OAKLANDS, V1 and V2 travelling northbound on main carriageway. V1 approaches Poor turn orV manoeuvre 1 A Failed to judgeV other person's 1 path A or speed EGREMONT rear of V2 which has been travelling at slow speed. V1 commences overtake on V2 during which V2 turns right into junction. V2 collides with front nearside of V1 13C2496 Fatal 07/11/2013Not at or withinDarkness 20 metres - NoWet/Damp Street of junction LightingA595 EGREMONT V1, motorcycle, was travelling south on the A595 from the direction of Iron Bridge towards Blackbeck. V2 was travelling north towards Iron Bridge. V1 has been overtaking a line of traffic and has been on the wrong side of the road. For unknown rea
13C2533 Slight 14/11/2013RoundaboutDarkness - StreetDry Lighting A595 Unknown NEAR ST.THOMAS CROSS V1 travelling south along A595. After passing St.Thomas roundabout V1 Sudden brakingV 1 B ROUNDABOUT. was close to the kerb causing a cyclist to go into the back of his vehicle. The cyclist had been travelling faster than the crawling vehicular trafic. The cyclist fell off his b 13C2652 Slight 27/11/2013Other junctionDaylight - NoWet/Damp Street LightingVALE VIEW J/W LITTLE MILL, EGREMONT V1 pulled out of junction, garage forecourt, causing collision with V2. V2 Junction restartV (moving 1 off at junction) A Failed to lookV properly 1 A Stationary orV parked vehicle(s) 1 B scraped along front of V1. 14C0554 Serious 10/03/2014Other junctionDaylight - StreetDry Lights A595Present YEORTON BROW, THORNHILL. V1 has been travelling north on A595. Driver has failed to stop as Vehicle Failed to lookV properly 1 A Swerved V 1 A in front has been waiting to turn right into layby, and V1 has taken last second avoiding acton by swerving right, only to pull in front of oncoming V2 causing a direct head- 13C3035 Slight 09/12/2013RoundaboutDarkness - StreetWet/Damp LightsA595 present ST THOMAS and lit CROSS ROUNDABOUT V1 HAS BEEN IN THE BUS LAY BY INDICATING RIGHT. ANOTHER VEHICLE HAS FLASHED V1 OUT. V1 HAS THEN PROCEEDED TO TO DO A U TUR4N, V2 WAS TRAVELLING IN THE OUTSIDE LANE AND COLLIDED WITH V1 AS HE CONDUCTED THE MANOEUVRE. 14C1109 Slight 15/05/2014RoundaboutDaylight - StreetDry Lights A595Present ST.THOMAS ROUNDABOUT, Cyclist has cycled onto the roundabout to go straight ahead. V1 has Poor turn orV manoeuvre 1 A Failed to signalV or misleading 1 signal A Failed to lookV properly 1 A Failed to judgeV other person's 1 path A or speed EGREMONT. turned left, allegedly without indicating and collided on the roundabout with cyclist causing injury and damage. 14C2243 Serious 16/09/2014Other junctionDaylight - StreetDry Lights A595Present THORNHILL V1 waiting to turn right in central area of A595 Thornhill. V2 travelling south filtering along through traffic towards Beckermet. V1 failed to see V2 and collided with nearside of V2. V1 pulled into V2 pathway.
14C2880 Slight 23/11/2014RoundaboutDaylight - StreetDry Lights A595Present ST THOMAS CROSS, EGREMONT Veh 2 stopped at roundabout to give way to traffic from the right, Veh 1 Dazzling sunC 1 A motorcycle ran into the back of Veh 2 14C3071 Slight 12/12/2014RoundaboutDaylight - StreetFrost/Ice Lighting A595 Unknown BLACKBECK ROUNDABOUT VEHICLE 1 WAS TRAVELLING ON THE A595 FROM CALDERBRIDGE Failed to lookV properly 1 A Travelling tooV fast for conditions 1 B Slippery roadV (due to weather) 1 A TOWARDS BLACKBECK. AS THE VEHICLE APPROACHED THE ROUNDABOUT THE DRIVER SAW THE CYCLISTAT THE LAST MINUTE AND COLLIDED WITH CYCLIST CAUSING RIDER TO FALL OFF BICYCLE.
15C2786 Slight 10/11/2015RoundaboutDarkness - StreetWet/Damp LightingA595 Unknown BLACKBECK ROUNDABOUT V2 drove from Beckermet onto Sellafield roundabout and stopped to give way to traffic travelling southbound on A595. V1 then ran into the back of V2.