Transport Assessment
December 2016
TTP Consulting
Contents
1 INTRODUCTION ...... 1 2 POLICY ...... 3 3 BASELINE CONDITIONS ...... 8 The Site ...... 8 The Surrounding Area ...... 9 Local Road Network ...... 9 Accessibility by Non-Motorised Modes ...... 12 4 PROPOSED DEVELOPMENT ...... 16 Parking ...... 16 Access ...... 17 Servicing ...... 17 5 TRIP ATTRACTION ...... 19 B8 Self Storage Use ...... 19 C3 Residential ...... 19 B1 Office...... 21 Proposed Total Person Trips ...... 22 6 EFFECT OF DEVELOPMENT ...... 23 Traffic Distribution ...... 23 7 TRAVEL PLANS ...... 28 8 SUMMARY AND CONCLUSION ...... 29
Figures
Figure 1.1 - Site Location Plan Figure 3.2 - AM Peak Hour Traffic Flows Figure 3.3 - PM Peak Hour Traffic Flows Figure 6.1 – Self Storage Traffic Distribution Figure 6.2 – AM Peak Residential Traffic Distribution Figure 6.3 – PM Peak Residential Traffic Distribution Figure 6.4 – AM Peak Self Storage Traffic Figure 6.5 – PM Peak Self Storage Traffic Figure 6.6 – AM Peak Residential Traffic Figure 6.7 – PM Peak Residential Traffic Figure 6.8 – AM Total Development Traffic Figure 6.9 – PM Total Development Traffic Figure 6.10 – AM Baseline Traffic Figure 6.11 – PM Baseline Traffic
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Figure 6.12 – AM Baseline with Development Traffic Figure 6.13 – PM Baseline with Development Traffic
Appendices
Appendix A – Northumberland Avenue Existing and Proposed Highway Arrangement Appendix B - TfL Pre-Application Advice Response Appendix C – Great West Road/Syon Lane Traffic Survey Appendix D – Northumberland Avenue/Syon Lane Traffic Survey Appendix E - Parking Survey Appendix F – Controlled Parking Zone Extension Plan Appendix G - Personal Injury Data Appendix H – PTAL Report Appendix I – TfL Bus Spider Map Appendix J – CERS Audit Appendix K – PERS Audit Appendix L – Cycle Parking Plans Appendix M – Proposed Cycle Lane Arrangement Appendix N – Proposed Yellow Box Markings Appendix O – Swept Path Analysis Appendix P- TRAVL Output – Safestore Appendix Q – TRICS Output – Residential Appendix R – TRICS Output – Office Appendix S – Junctions 9 Modelling Results Appendix T – Road Safety Audit Appendix U – Car Club Proposal
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1 INTRODUCTION
1.1 TTP Consulting is retained to provide highway and transport advice in relation to the proposed redevelopment of the site at 871 Great West Road (Gillette South). The site lies within the London Borough of Hounslow to the north west of Syon Lane Station. A site location plan is provided at Figure 1.1.
1.2 The application site is located to the south west of the junction of the A4 Great West Road with Syon Lane, approximately 200 metres north west of Syon Lane train station. The site is bound to the east by Syon Lane, to the north by Great West Road, to the south by Northumberland Avenue and to the west by an adjacent employment site.
1.3 The site previously contained two office buildings, a petrol filling station and a garage, but is clear at present following demolition of the buildings. Planning permission was granted in 2008 for the redevelopment of the site to provide 10,678 square metres (sqm) GEA of B8 Self Storage space served by 12 car parking spaces and 4 cycle parking spaces (Application Ref. 00505/AF/P23). This permission has now expired.
1.4 A planning application was submitted in December 2015 for a self-storage facility comprising 8,838 square metres floor space, 240 square metres office space, a retail of 108 square metres and 93 residential units. The proposals included 40 car parking spaces at basement level and a further 14 car parking spaces at ground floor level. The application was withdrawn earlier this year.
1.5 In addition, a planning application was approved in December of this year for the temporary use of the site as car park until September 2017. The proposals would result in the site providing 130 parking spaces for use by employees of the Osterley Sky Campus. This application has yet to be determined.
1.6 The proposed development seeks to provide 7,863sqm GEA of self-storage space, 783sqm GEA of serviced office space and 102 residential units. The site would be managed and operated by Access Self Storage, including the residential units, which would be available for private rent under a private rented sector scheme (PRS). The development proposals will provide 42 residential, 2 visitor and 9 commercial parking/unloading spaces as well as a space for a car club vehicle. The proposals also provide cycle and motorcycle parking.
1.7 Vehicular access for both the residential and commercial elements of the scheme will be taken from Northumberland Avenue. The existing and proposed highways arrangement on Northumberland Avenue can be seen on plans in Appendix A.
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1.8 Pre-application advice has been sought from Transport for London (TfL) and is Appendix B. This report has been prepared, having regard to TfL’s advice, to accompany the planning application and considers the transport and highway implications of the proposals.
1.9 The Remainder of the report is structured as follows:
• Section 2 – outlines relevant policy and guidance at a national, regional and local level;
• Section 3 – provides a description of the application site in relation to the immediate area and considers on the surrounding transport and highway networks;
• Section 4 – provides further detail of the proposals;
• Section 5 – provides a multi-modal trip assessment of the development proposals;
• Section 6 – considers the transport effect of the development;
• Section 7 – outlines the proposed Residential and Workplace Travel Plans; and,
• Section 8 – sets out a summary and conclusion.
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2 POLICY
Introduction
2.1 This section of summarises the relevant transport policies against which the redevelopment proposals will be considered. These include national, regional and local policy guidance, with the main focus being on the following documents:
• National Planning Policy Framework (March 2012);
• The London Plan (March 2016), consolidated with changes since 2011; and
• Hounslow Local Plan (September 2015).
2.2 These documents follow the core principles of promoting sustainable development and reducing the need to travel by private car.
National Planning Policy Framework 2.3 The National Planning Policy Framework (NPPF) was published in March 2012 and sets out the Government’s planning policies for England and how these are expected to be applied.
2.4 In relation to transport, NPPF states that:
“The transport system needs to be balanced in favour of sustainable transport modes, giving people a real choice about how they travel. However, the Government recognises that different policies and measures will be required in different communities and opportunities to maximise sustainable transport solutions will vary from urban to rural areas”.
2.5 When considering the transport effects of a development, NPPF states that:
2.6 “All developments that generate significant amounts of movement should be supported by a Transport Statement or Transport Assessment. Plans and decisions should take account of whether:
• the opportunities for sustainable transport modes have been taken up depending on the nature and location of the site, to reduce the need for major transport infrastructure;
• safe and suitable access to the site can be achieved for all people; and
• improvements can be undertaken within the transport network that cost effectively limit the significant impacts of the development. Development should only be
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prevented or refused on transport grounds where the residual cumulative impacts of development are severe.”
2.7 In order to promote opportunities for sustainable travel, NPPF advises that:
“developments should be located and designed where practical to
• accommodate the efficient delivery of goods and supplies;
• give priority to pedestrian and cycle movements, and have access to high quality public transport facilities;
• create safe and secure layouts which minimise conflicts between traffic and cyclists or pedestrians, avoiding street clutter and where appropriate establishing home zones;”
2.8 NPPF highlights that a key tool for facilitating the promotion of sustainable travel choices will be a Travel Plan and that:
“All developments which generate significant amounts of movement should be required to provide a Travel Plan.”
Parking
2.9 In relation to parking policy, NPPF states that:
“If setting local parking standards for residential and non-residential development, local planning authorities should take into account:
• the accessibility of the development;
• the type, mix and use of development;
• the availability of and opportunities for public transport;
• local car ownership levels; and
• an overall need to reduce the use of high-emission vehicles.”
Regional Policy
The London Plan (March 2016), consolidated with changes since 2011
2.10 The London Plan is the Mayor’s Planning Strategy for London. The purpose of the London Plan is to promote economic and social development and the environmental improvement of Greater London.
2.11 Transport assessment of development is discussed at Policy 6.3 (C) which states that:
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“Transport assessments will be required in accordance with TfL’s Transport Assessment Best Practice Guidance for major planning applications. Workplace and/or residential travel plans should be provided for planning applications exceeding the thresholds in, and produced in accordance with, the relevant TfL guidance. Construction logistics plans and delivery and servicing plans should be secured in line with the London Freight Plan and should be co- ordinated with travel plans.”
2.12 The London Plan discusses cycling in Policy 6.9 which states that:
“Developments should:
a. Provide secure, integrated and accessible cycle parking facilities in line with the minimum standards set out in Table 6.3 and the guidance set out in the London Cycle Design Standards (or subsequent revisions)
b. Provide on-site changing facilities and showers for cyclists
c. Contribute positively to an integrated cycling network for London by providing infrastructure that is safe, comfortable, attractive, coherent, direct and adaptable and in line with the guidance set out in the London Cycle Design Standards (or subsequent revisions)”
d. Provide links to existing and planned cycle infrastructure projects including Cycle Superhighways, Quietways, the Central London Grid and the ‘Mini-Hollands’
e. Facilitate the Mayor’s cycle hire scheme through provision of land and/or planning obligations where relevant, to ensure the provision of sufficient capacity.”
2.13 Table 6.3 of the London Plan provides minimum cycle parking standards, which are summarised in Table 2.1 for the proposed use.
Table 2.1 Minimum Cycle Parking Standards
Land Use Long-stay Short-stay B1 (office) 1 space per 150 sqm First 5,000 sqm: 1 space per 500 sqm B2-B8 (general 1 space per 500 square 1 space per 1000 square metres industrial, storage or metres distribution) C3 (Dwellings) 1 space per studio and 1- 1 space per 40 units bedroom unit 2 spaces per all other dwellings
2.14 With regard to walking, Policy 6.10 of the London Plan states:
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“Development proposals should ensure high quality pedestrian environments and emphasise the quality of the pedestrian and street space by referring to Transport for London’s Pedestrian Design Guidance.”
2.15 With regard to smoothing traffic flow and reducing congestion the London Plan states at Policy 6.11 B that DPDs should include features:
“promoting and encouraging car sharing and car clubs”.
2.16 Policy 6.13 sets out the policy with regard to car parking for new development:
“The maximum standards set out in Table 6.2 in the Parking Addendum to this chapter should be the basis for considering planning applications.”
2.17 As proposals comprise a mixed use scheme, maximum policy standards for residential use, office use and B2-B8 (self-storage) will be assessed.
2.18 Table 6.2 sets out maximum parking standards for residential developments, these are summarised in Table 2.2 below.
Table 2.2 Residential Parking Standards Number of beds Maximum parking spaces 1-2 Less than 1 per unit 3 Up to 1.5 per unit 4 or more Up to 2 per unit
2.19 Table 6.2 states that development should “provide for the needs of businesses for delivery and servicing” , thus adding a level of flexibility.
2.20 For office space parking standards allow for outer London developments to provide a maximum of 1 space per 100 – 600 sqm GIA.
2.21 With regard to parking for the self-storage facility, the London Plan states that standards for B2 – B8 employment uses should have regard to the standards for B1 uses although a degree of flexibility may be required. These standards state that, in Outer London, for non-operational needs, parking should be provided at a maximum ratio of 1 space per 100 to 600 square metres of floor space.
Local Policy
Hounslow Local Plan (September 2015)
2.22 LB Hounslow’s policy with regard to transport is set out in the ‘Enhancing Connectivity’ chapter of the Local Plan. With regard to new developments, Policy EC1 – Strategic Transport Connections states:
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“We will expect development proposals to
(k) Ensure that access to existing and future strategic transport connections is considered where appropriate, including through appropriate design; and
(l) Contribute to improvements to the strategic transport network where appropriate, consistent with the Local Implementation Plan and Infrastructure Delivery Plan, and the findings of Transport Assessments.”
2.23 Policy EC2 sets out LB Hounslow’s approach to developing a sustainable transport network that:
“…maximises opportunities for walking, cycling and using public transport, reduces congestion, improves the public realm and improves health and well-being.”
2.24 It notes that this will be achieved by:
“(a) “Promoting ‘car-free’ or ‘low car’ development where appropriate, as well as car clubs and car sharing schemes;
(b) Promoting the active management of car parking and travel demand in the borough, particularly through the implementation of Controlled Parking Zones (CPZs) and restricting access to these zones to existing dwellings, and requiring developments to plan end-use in accordance with these measures;”
2.25 With regard to new developments, policy EC2 states that development proposals should:
“(f) Demonstrate they are located appropriately with regard to public transport accessibility and capacity, road capacity and access to good quality walking and cycling networks. Developments should provide a minimum number of cycle parking spaces and an appropriate maximum number of car parking spaces consistent with the standards in the London Plan;
(g) Demonstrate that adverse impacts on the transport network are avoided, including preparation of Transport Assessments for all major schemes, and providing contributions or improvements to transport networks;
(h) Demonstrate that sufficient public car parking remains or is re-provided in the area to serve local needs where there will be a reduction in off-street car parking. This could include consideration of available on-street car parking or involve the provision of an appropriate temporary facility. This should ensure that the development ultimately provides for existing local need, together with the resulting increase in demand arising from the development;
(i) Prepare Travel Plans in accordance with latest guidance from Transport for London and the council’s ’10 Point Guide’ or any subsequently adopted guidance; and
(j) Incorporate design measures and facilities to promote cycling, in line with the London Plan.”
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3 BASELINE CONDITIONS
3.1 The development site is located to the west of central London and approximately 1.4 kilometres to the north west of Brentford town centre, within the London Borough of Hounslow. Heathrow airport is situated circa nine kilometres to the west.
3.2 A site location map can be found at Figure 1
Figure 1 Site Location Plan
The Site
3.3 The site is located to the south west of the junction of Great West Road (the A4) with Syon Lane, approximately 200 metres north west of Syon Lane train station. The site is bound to the east by Syon Lane, to the north by the Great West Road, to the south by Northumberland Avenue and to the west by an adjacent employment site.
3.4 The site used to contain two office buildings, a petrol filling station and a garage but is now clear. There are a number of existing crossovers to the site on Great West Road, Syon Lane and Northumberland Avenue. The proposed temporary use of the site for car parking by Sky employees utilises an existing access on Northumberland Avenue.
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The Surrounding Area
3.5 The land in the vicinity of the site contains the Gillette Building and residential land to the north, Homebase to the east and Syon Lane Station to the south east. Residential land is located to the south and west, whilst an employment site borders the development to the west. A Tesco food store is located beyond residential land on the northern side of the Great West Road.
Local Road Network
3.6 In the vicinity of the site the A4 Great West Road is a dual carriageway that is subject to a 40mph speed limit. The A4 forms a part of London’s strategic Road network. There are wide footways on both sides of the carriageway, each with a one-way segregated cycle lane. There is a break in the cycle route on the southern side of the carriageway as it passes the development site.
3.7 To the east, Great West Road provides access to the M4 and Brentford. The A4 runs between Bristol and Westminster and is an important route into central London. The M4 motorway, which runs between South Wales and London, follows the alignment of the A4 from a flyover approximately 1.4 kilometres to the east of the site, from where it runs above the A4 until ending some 2.2 kilometres further east.
3.8 To the west of the site, Great West Road provides access to Osterley and Lampton and leads to Great South West Road, which provides access to Hatton Cross Station and Heathrow Airport.
3.9 At the signalised junction with Syon Lane, the carriageway widens to provide right turn lanes into Syon Lane. Syon Lane is a two way, single carriageway road that leads to the A315 London Road to the south, whilst to the north, it provides access to the Tesco food store before terminating at a roundabout junction with Windmill Lane and Jersey Road approximately 1 kilometre north of the site. On the approaches to the junction with the Great West Road, it widens to provide additional lanes for turning traffic.
3.10 Northumberland Avenue is also a two lane single carriageway road, which meets Syon Lane at a priority junction at the eastern corner of the site. Keep clear markings are provided on the north westbound carriageway of Syon Lane at the junction to enable traffic turning right into Northumberland Avenue to turn without being obstructed by traffic queuing at the signals at the Syon Lane/Great West Road junction. It is understood that these keep clear markings are not always observed by motorists, resulting in delay for traffic turning right into Northumberland Avenue.
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Existing Traffic Flows
3.11 In order to establish the typical existing traffic flows on the highway network adjacent to the subject site, two sources of information were used as follows:
• Great West Road/Syon Lane - TfL survey data (19th November, 2014)
• Northumberland Avenue/Syon Lane – Manual Classified Counts and queue length survey (30th September, 2015)
3.12 Traffic flows have been extracted from these two sources to provide existing traffic flows for the morning and evening peak period, which are shown at Figures 3.1 and 3.2 , whilst full results are included at Appendices C and D .
Existing Parking Conditions
3.13 In order to determine the existing demand for on-street parking on the roads surrounding the proposed development, a parking beat survey was undertaken at the following times:
• Tuesday 20 th October 2015 - 18:00;
• Wednesday 21 st October 2015 - 04:00;
• Wednesday 21 st October 2015 - 07:00;
• Thursday 22 nd October 2015 - 04:00;
• Thursday 22 nd October 2015 - 07:00; and
• Thursday 22 nd October 2015 - 18:00.
3.14 The full survey results can be found in Appendix E. Within the survey area some streets are located within a Controlled Parking zone (CPZ) with parking restrictions applying from Monday to Friday 09:00 to 18:00. Since the survey was undertaken, the CPZ has been extended to include Northumberland Avenue adjacent to the site, where 7 resident permit holder parking bays have been provided.
3.15 Furthermore, the CPZ will be further extended by the end of the financial year to include streets to the south of the site up to the junction of Northumberland Avenue with Roxborough Avenue, some 250 metres walk from the site. A map of the extended zones can be found in Appendix F.
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3.16 The results of the parking survey provide a good indication of the operation of streets at the current time, as only minor changes to on street parking have occurred since the surveys took place. The result of the parking survey for area outside of the CPZ, where parking is unrestricted is summarised in Table 3.1.
Table 3.1 Unrestricted Parking Survey Survey Time Cars Parked Observed Spaces % Occupancy 20/10/2015 at 18:00 184 75 71.0%
21/10/2015 at 04:00 202 58 77.7% 21/10/2015 at 07:00 211 47 81.8%
22/10/2015 at 04:00 196 63 75.7% 22/10/2015 at 07:00 211 50 80.8%
22/10/2015 at 18:00 201 61 76.7% 3.17 It can be seen that the peak demand for on-street parking occurred in the early morning (07:00) This suggests that the demand for parking included commuters wishing to park near Syon Lane rail station and people working within the local area. Notwithstanding that, the survey indicates that there was capacity to accommodate additional parking on street.
3.18 It is understood that the CPZ extension is to be implemented before the end of the financial year and as such, demand for parking is likely reduce as a result of a reduction of commuter and employee parking.
3.19 The demand for resident permit holder parking is summarised in Table 3.2.
Table 3.2 Restricted Resident Permit Holder Parking Survey Survey Time Cars Parked Observed Spaces % Occupancy 20/10/2015 at 18:00 15 29 34.1% 21/10/2015 at 04:00 30 14 68.2% 21/10/2015 at 07:00 28 16 63.6% 22/10/2015 at 04:00 32 12 72.7% 22/10/2015 at 07:00 29 15 65.9% 22/10/2015 at 18:00 23 22 51.1% 3.20 The peak demand for resident permit holder parking occurs overnight, a time of day when the majority of local residents are likely to be home.
Road Safety
3.21 In order to establish road safety conditions on the highway network in the vicinity of the site, Personal Injury Accident data has been obtained from Transport for London for the most recently available five-year period. This covers the five-year period to 31 st March 2016. Over this period there were 53 accidents recorded. Of these, 50 resulted in slight injury, 3 resulted in serious injury and none resulted in a fatality. Table 3.3 summarises the serious accidents, whilst full details are included as Appendix G.
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Table 3.3: Summary of Serious Accidents Accident Date Casualty Location Causation Factors Reference and Time 0112TA01000 05/12/12 Serious Great West Road Loss of control, failed to look 20:38 (Pedestrian) 130 metres west properly, careless/reckless/in of junction with a hurry Syon Lane 0114TX20299 21/04/14 Serious Syon Lane Distraction outside vehicle, 11:55 (Pedestrian) junction with Failed to judge other Spur Road person’s path or speed, Careless/reckless/in a hurry 0114TX20988 28/12/14 Serious Syon Lane 58 Failed to look properly, 14:19 (Driver) metres south careless/reckless/in a hurry, Serious east of failed to judge other (Passenger) Northumberland person’s path or speed, poor Avenue turn or manoeuvre
3.22 A review of the remaining accidents recorded indicates that they appear to be the result of driver error. On that basis, it is considered that there is no inherent safety issue with highway design in the vicinity of the site.
Accessibility by Non-Motorised Modes
Public Transport Accessibility Level (PTAL) 3.23 Public Transport Accessibility Levels (PTAL) provide a guide to the relative accessibility of a site. PTAL scores range from 1 to 6b, where 6b is the highest score and 1 is the lowest.
3.24 The TfL PTAL calculator indicates a PTAL of 2 when measured from the centre of the application site, although it is noted that the PTAL increases to a 3 to the immediate south east of the site, on the approach to Syon Lane Station. A copy of the TfL PTAL summary report is provided at Appendix H.
3.25 It is important to note that PTAL does not take into account the pedestrian and cycle facilities within the vicinity of a study point, or public transport interchange opportunities.
Accessibility by Bus
3.26 There are bus stops located on both sides of Great West Road (A4) in the vicinity of the application site. Eastbound bus stop ‘K’ is located some 80 metres to the west of the junction with Syon Lane whilst the westbound stop ‘C’ is approximately 70 metres to the east of the junction. Both stops benefit from a shelter and seating.
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3.27 Further bus stops located on both sides of Syon Lane approximately 100 metres to the south east of the junction with Northumberland Avenue. Details of the bus services within the vicinity of the site are provided in Table 3.4. The relevant Transport for London (TfL) bus route map is attached at Appendix I.
Table 3.4: Bus Routes Serving Stops in Close Proximity to The Application Site Service Bus Route Mon- Fri Saturday Sunday Number Stops Services every ‘x’ minutes Served H91 Great Hounslow West, Osterley, 7-13 9-15 13-20 West Little Ealing, Gunnersbury, minutes minutes minutes Road Bedford Park, Hammersmith H28 Syon Lane Gillette Corner Tesco, 20 20 30 Isleworth, Spring Grove, minutes minutes minutes Osterley, Lampton, Hounslow, Heston, Cranford, Hayes
Rail
3.28 The nearest railway station to the application site is Syon Lane Station, located approximately 200 metres south east of the site. It lies on the Waterloo to Weybridge and Hounslow Loop lines with services operated by South West Trains. From Monday to Saturday these provide regular services to Waterloo and Hounslow. Details of train services are provided in Table 3.5 .
Table 3.5: Summary of Train Services from Syon Lane Station Destination Mon- Fri Saturday Sunday Number of Direct Trains Per Hour London Waterloo 6 6 1 Weybridge 2 2 n/a Woking n/a n/a 1
3.29 Osterley underground station is located approximately 1.8 kilometres to the west of the site. Osterley is on the Piccadilly Line, which runs between Heathrow and Cockfosters. Typical off- peak journey times are 14 minutes to Heathrow and 35 minutes to central London (Leicester Square). Monday to Saturday trains run typically every 5 to 7 minutes Cockfosters and 3 to 6 minutes Heathrow. On Sunday services run every 5 minutes to Cockfosters and 4 to 8 minutes to Heathrow.
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Accessibility by Cycle
3.30 There are off-carriageway segregated cycle paths on both sides of the Great West Road. These form part of the London Cycle Network Route 44, which runs between the western end of Great West Road and Hyde Park Corner. This also allows connections to the wider London Cycle Network. Through the junction of Great West Road with Syon Lane cycle path joins the carriageway. The west bound cycle path is interrupted along the frontage of the development site.
3.31 It is understood that TfL proposes improving the junction of the Great West Road with Syon Lane to provide better crossing facilities for pedestrians and potentially, deliver some improvement for cyclists.
3.32 Northumberland Avenue and Hexham Gardens to the south of the site are quieter roads as recommended by other cyclists in the TfL Local Cycling Guide. Hexham Gardens provides step free access to the Central London bound platform of Syon Lane station.
3.33 There are Sheffield stands located adjacent to the parade of shops on the west side of Syon Lane to the north of the Great West Road and sheltered cycle parking, covered by CCTV, on platforms 1 and 2 at Syon Lane station providing parking for 30 cycles.
3.34 A cycling environment review survey (CERS) was undertaken within one kilometre of the site. The CERS audit concluded that the majority of cycle infrastructure in the vicinity of the site is of average or above average. A copy of the Audit is provided at Appendix J .
Accessibility by Foot 3.35 The Institution of Highways and Transportation publication ‘Providing for Journeys on Foot’ (2000) identifies that the average length of a walk journey is 1 kilometre. This document identifies a preferred maximum walking distance of 2 kilometres for commuting. Brentford, Isleworth, Woodlands, Spring Grove, Osterley and Little Ealing lie within this distance of the site.
3.36 There are wide footways alongside all of the significant roads in the vicinity of the site. There are a number of signalised crossing points, which provide connections to the wider pedestrian network.
3.37 An at-grade signalised pedestrian crossing is present over the western arm of Great West Road, close to its junction with Syon Lane. A wide central refuge for pedestrians is provided allowing for safe passage across the Great West Road. A signalised pedestrian crossing is provided on Syon Lane adjacent to the access to the Homebase car park.
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3.38 There is also a subway under Great West Road on the eastern arm of its junction with Syon Lane. It is well lit and has both ramped and stepped access at each end. It is understood that the junction improvements the TfL is developing for the junction include the provision of at grade pedestrian crossing facilities.
3.39 A pedestrian environment review survey (PERS) has been undertaken within one kilometre of the site. This review was carried out 19th October 2015 by Motion, in connection with the 2015 planning application. The audit found that the pedestrian environment surrounding the site was either of good or average quality. It did not identify any areas that required improvement. The full results of the PERS audit are included as Appendix K. It should be noted that the proposed improvement scheme at the junction of the Great West Road with Syon Lane is expected to improve pedestrian facilities.
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4 PROPOSED DEVELOPMENT
4.1 The proposed development seeks to provide 7,863sqm GEA of self-storage space, 783sqm GEA of serviced office space and 102 residential units. The site would be managed and operated by Access Self Storage, including the residential units, which would be available for private rent under a private rented sector scheme (PRS).
Parking
4.2 It is currently proposed that a total of 42 residential parking spaces be provided in a basement parking area, with 9 spaces provided for commercial use at surface level. A further three spaces are provided outside the gate to the site, two for visitor use one for a car club. Blue badge holder parking will be provided in accordance with relevant car parking standards, one space for commercial use and 10 residential spaces. In accordance with the London Plan, 20% of car parking spaces will be for electric vehicles and an additional passive provision for electric vehicles in the future, 20% of residential bays and 10% of commercial spaces. Parking for 6 motorcycles will be provided at basement level. Access to the basement parking area is provided by way of 2 car lifts.
4.3 A total of 196 cycle parking spaces for residents is provided at basement level in a total of seven secure storage areas close to the cores of the building. A dedicated cycle lift is provided in addition to the two car lifts, which cyclists will be able to use. The parking storage areas contain a mixture of two tier cycle parking and Sheffield stands, which provide opportunity for parking of larger non standard cycles. In addition, a further 4 cycle parking spaces, by way of two Sheffield stands, is provided adjacent to the main residential access point off Northumberland Avenue.
4.4 The office and self storage facility provides secure long stay cycle parking within the site at ground floor level in two cycle stores. The stores provide both two tier cycle parking and Sheffield stands. In total 28 long stay commercial spaces are provided. In addition, a further two Sheffield stands are provided for visitor use outside the main vehicular entrance to the site.
4.5 The proposed cycle parking exceeds the quantity required by London Plan cycle parking standards. Plans showing the proposed cycle parking arrangements are attached at Appendix L. Access Self Storage will monitor and manage all parking on site and take appropriate action to deter incorrect use or abuse of the facilities.
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Access
4.6 Vehicular access is proposed from Northumberland Avenue, at the southern extent of the site. Northumberland Avenue is subject to a 30mph speed limit and the access will provide with 2.4m x 43m visibility splays, providing sufficient stopping distance for vehicles travelling at 30mph.
4.7 Northumberland Avenue has resident permit holder parking bays on both sides of the road adjacent to the site. So as to accommodate the new access and movement by heavy goods vehicles that will need to visit the site, it will be necessary to reconfigure on street parking bays. The current configuration provides on street parking for 7 cars, whilst the proposed highway arrangement would provide parking for 5 cars. The existing and proposed highway arrangement plan is provided at Appendix A .
4.8 As part of the development it is proposed to provide an off-carriageway cycle route along the site frontage where the London Cycle Network Route 44 is currently interrupted. This will improve cycling conditions along the Great West Road. A plan showing a proposed cycle lane arrangement is attached at Appendix M .
4.9 In addition, so as to discourage traffic approaching the signals at the junction of Syon Lane with the Great West Road from blocking access into Northumberland Avenue, it is proposed to replace the existing Keep Clear markings with yellow box junction markings, which will enable the highway authority to take enforcement action against drivers who block the junction. A plan showing this proposed arrangement is attached at Appendix N .
Servicing
4.10 All servicing including refuse and residential deliveries will take place on site. The development provides sufficient space to turn all vehicles up to a maximum length articulated vehicle. Swept path analysis has been undertaken using AutoTrack, the industry standard software, to demonstrate that vehicles can manoeuvre from Syon Lane to the site and enter and exit the site in forward gear.
4.11 Swept path analysis is included at Appendix O.
4.12 So as to enable servicing activity associated with the development to take place in a safe and efficient manner a Delivery and Servicing Plan (DSP) will be implemented. The DSP will contain a range of measures to control servicing and delivery activity based upon TfL guidance. Typical measures include;
• Sourcing supplies from operators registered with a best practice scheme such as TfL’s Freight Operator Recognition Scheme (FORS);
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• Where possible, scheduling deliveries between 10am and 4pm so to reduce the impact on the local highway during peak times;
• Source supplies locally when possible;
• Investigate the potential to source goods from the minimum number of suppliers;
• Investigate the potential of sourcing goods and services from companies using alternatively fuelled vehicles, for example electric and LPG vehicles and bicycles;
• Maintain a record of all deliveries; and
• Advise suppliers of the delivery strategy for the site, to ensure that they are aware where they can stop to deliver to and collect from the site.
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5 TRIP ATTRACTION
5.1 The trip attraction of the proposed site uses by all modes of transport will be assessed for the typical weekday morning (08:00 – 09:00) and evening peak hour periods (17:00 – 18:00).
B8 Self Storage Use
5.2 The land use class B8 covers self-storage and warehouse/distribution. The proposed building would operate as a self-storage warehouse which has a relatively low level of activity given that items are stored for long periods of time. Based on the nature of the B8 proposals the only realistic mode of transport for the majority of customer trips is by motor vehicle.
5.3 To ascertain the likely level of trips to the self-storage unit, reference has been made to the TRICS database. An interrogation of the database revealed there was only one suitable site for comparison (survey data less than 5 years old), a Safestore site in Merton, which was surveyed in June 2012 using the TRAVL methodology. Full details of this survey are included in Appendix P.
5.4 The trip rates extracted from that survey and the resultant trip attraction of the self-storage facility are summarised below in Table 5.1 .
Table 5.1: Self Storage Traffic Attraction (7,863 sqm) Vehicle Trip Rates per 100 sqm Total Vehicle Trips Period In Out Total In Out Total AM Peak 0.122 0.097 0.219 10 7 17 PM Peak 0.243 0.195 0.438 19 15 34
5.5 The survey obtained from TRICS showed no trips by HGVs. As such, in order to provide an assessment of the likely proportion of HGV trips to the site, reference has been to data gathered from other Access Self Storage sites. This data indicates a daily HGV trip rate of 0.061 trips per 100 square metres of floor space which results in an anticipated 5 HGV trips daily. Therefore, for the purpose of this study, it is assumed that there would be one HGV arrival and departure movement during each peak hour.
C3 Residential
5.6 The trip generation of the proposed residential use has been calculated from total person trip rates extracted from the TRICS database. For the purpose of this assessment the following criteria have been set:
• Regions – Greater London;
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• Number of units – 50-300;
• Date Range: 2012 Onwards;
• Survey Days: Weekdays; and
• Selected Locations: Edge of Town Centre, Suburban Area.
5.7 The trip rates have been summarised in Table 5.2, whilst a copy of the TRICS output files is attached at Appendix Q.
Table 5.2: Total Person Residential Trips (102 units) Arrivals Departures Totals Period Trip Est. Trip Est. Trip Est. Rate Trips Rate Trips Rate Trips AM Peak 0.118 12 0.722 74 0.840 86 PM Peak 0.314 32 0.159 16 0.473 48
5.8 For the purposes of this assessment the modes of transport that people will use when travelling to and from the site will be based upon the journey to work modal split for residents of the Middle Layer Super Output Area of Hounslow 009 recorded by the 2011 Census. The development will provide 42 parking spaces for the 102 residential developments, a ratio of 0.412 spaces per dwelling. This compares to car ownership for privately rented flatted accommodation in the Hounslow 009 Middle Layer Super Output Area of 0.787 per dwelling.
5.9 In 2017, the current controlled parking zone (CPZ) will expand to encompass residential streets to the south west of the site. As the development will provide low car parking and residents will not be able to park in the CPZ controlled streets around the site, car ownership will be proportionally less than those currently living within the local area. This lower level of car ownership will mean that peak hour trips by car will be lower than that of existing local residents.
5.10 For assessment purposes, a factor of 0.52 (0.412/0.787) has been applied to the residential modal split to reflect the lower car ownership levels and the other modes of transport have been proportionally increased. The modal split for the residential element of the development and trips associated with each mode of travel can be found in Table 5.3.
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Table 5.3: Residential Trips by Mode (102 Units) Census Adjusted Weekday AM Peak Weekday PM Peak Travel Mode Modal Modal split Split Arr Dep 2 Way Arr Dep 2 Way Bus 10.4% 15.3% 2 11 13 5 2 7 Underground 15.4% 22.6% 3 17 19 7 4 11 Train 13.0% 19.1% 2 14 16 6 3 9 Driver 46.7% 24.4% 3 18 21 8 4 12 Passenger 2.6% 1.4% 0 1 1 0 0 1 Motorcycle 0.8% 1.2% 0 1 1 0 0 1 Pedal Cycle 3.4% 5.0% 1 4 4 2 1 2 Taxi 0.0% 0.0% 0 0 0 0 0 0 Walk 7.5% 11.0% 1 8 9 4 2 5 Total 100% 100% 12 74 86 32 16 48
B1 Office
5.11 The trip generation of the proposed office use has been calculated from total person trip rates extracted from the TRICS database. For the purpose of this assessment the following criteria have been set:
• Regions – Greater London;
• Floor area: 408-2000;
• Date Range: 2012 Onwards; and
• Survey Days: Weekdays.
5.12 The trip rates have been summarised in Table 5.5 , whilst a copy of the TRICS output files is attached at Appendix R.
Table 5.5: Total Person Office Trips (783sqm) Arrivals Departures Totals Period Trip Est. Trip Est. Trip Est. Rate Trips Rate Trips Rate Trips AM Peak 3.633 28 0.126 1 3.779 29 PM Peak 0.379 3 3.095 24 3.474 27
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5.13 The modal split of trips has been based upon the daytime population travel mode of those travelling to the Middle Level 2011 Census for Hounslow 009 from the 2011 Census. The modal split has been adjusted to reflect that there will be just one disabled car parking space for office use. The adjusted modal split for the office development and trips associated with each mode of travel can be found in Table 5.6 .
Table 5.6: Office Trips by Mode (783 sqm) Modal Adjusted Weekday AM Peak Weekday PM Peak Travel Mode Split Modal Split Arr Dep 2 Way Arr Dep 2 Way Bus 8% 20% 5 0 5 1 4 5 Underground 7% 17% 4 0 4 0 4 4 Train 15% 36% 10 1 12 1 9 10 Driver 57% 0% 1 0 1 0 1 1 Car 0 0 0 0 0 0 Passenger 2% 0% Motorcycle 2% 4% 1 0 1 0 1 1 Pedal Cycle 4% 10% 3 0 3 1 2 3 Walk 5% 12% 3 0 3 0 3 3 Total 100% 100% 28 1 29 3 24 27
Proposed Total Person Trips
5.14 The total peak hour weekday trips to and from the site are summarised in Table 5.7.
Table 5.7: Total Development Person Trips by mode Weekday AM Peak Weekday PM Peak Travel Mode Arr Dep 2 Way Arr Dep 2 Way Bus 8 11 19 5 7 13 Underground 8 17 24 8 8 16 Train 13 14 26 7 12 19 Driver 14 26 38 27 20 47 Passenger 0 1 1 0 0 1 Motorcycle 1 1 2 0 1 2 Pedal Cycle 3 4 7 2 3 5 Taxi 0 0 0 0 0 0 Walk 5 8 13 4 5 9 Total 51 82 131 54 57 110
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6 EFFECT OF DEVELOPMENT
6.1 This section of the Transport Assessment will consider the effect of the development on the operation of the local transport network including on street parking. This assessment will take into account the increase in peak period trips as a result of the development and will also consider the effect of any committed development schemes in the area as necessary.
Traffic Distribution
6.2 It is assumed that the majority of self-storage traffic will arrive and depart via the A4 Great West Road, with a small proportion of trips originating from residential area to the north, south and east of the site. The distribution of self-storage traffic is shown on Figure 6.1 .
6.3 Residential traffic has been distributed with reference to peak hour counts of traffic movements from Hexham Gardens, a residential road to the south of the site. During the morning peak hour 62% exited to the east and 38% to the west, while 75% entered from the east and 25% from the west. During the evening peak hour 27% exited to the east and 73% to the west, while 55% arrived from the west and 45% arrived from the east. Away from the site access, residential traffic has been distributed in accordance with observed turning proportions. The residential traffic distribution for the morning and evening peak hour periods is shown on Figures 6.2 and 6.3.
6.4 The self-storage and residential traffic has been distributed on the local road network in accordance with the distribution patterns shown in Figures 6.1 to 6.3 . The resulting traffic movements are shown on Figures 6.4 to 6.7 respectively, whilst the total development traffic flows are shown on Figures 6.8 and 6.9 for the AM and PM peak hours respectively.
6.5 Beyond this point, any effect of development traffic will be negligible, no more than 16 movements on any one arm of the Syon Lane/Great West Road junction, less than one vehicle every 3 minutes. This level of traffic movement is likely to be within fluctuations that occur on a daily basis in any event and as such, no further assessment of the Syon Lane/Great West Road junction is proposed.
6.6 It should be noted that the Transport Assessment that accompanied the approved planning application for the temporary use of this site for parking by Sky employees carried out modelling of the Syon Lane/Great West Road junction. This assessment looked at the effect of 130 additional vehicle movements to and from the site during the morning and evening peak hour periods and concluded that;
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“Using a TRANSYT model developed for the 2013 Sky Campus Development scheme, updated with 2016 traffic flows, it has been demonstrated that the additional trips and changes in turning manoeuvres generated by the car park can be accommodated within the existing junction.”
Junction Capacity Assessment
Northumberland Avenue/Syon Lane Priority Junction
6.7 In order to assess the effect of the development of the junction of Northumberland Avenue and Syon Lane, the PICADY element of Junctions 9, the industry standard modelling software for priority junctions has been used.
6.8 Models of the junctions have been created for the morning and evening peak hours the existing conditions, the baseline (without development) and proposed (with development) scenarios.
6.9 In order to assess the impact of the proposed development two scenarios have been created:
• Existing – traffic flows obtained from TfL and surveys;
• Baseline – existing traffic flows obtained from TfL and surveys plus committed development of the Sky campus and the Nishkam School; and,
• With Development – includes the proposed self-storage, office and residential development.
6.10 The ‘Baseline’ traffic flows are illustrated in Figures 6.10 and 6.11, while the ‘With Development’ traffic flows are included in Figures 6.12 and 6.13.
6.11 Full modelling outputs are included in Appendix S and the results are summarised in Table 6.1.
Table 6.1 Syon Lane/Northumberland Avenue Junctions 9 Modelling Results AM PM Location Existing Baseline With Existing Baseline With Dev Dev RFC 0.45 0.45 0.49 0.22 0.22 0.26 Northumberland
Avenue Q 1 1 1 1 1 1 Syon Lane right RFC 0.12 0.12 0.14 0.21 0.21 0.25 turn into Northumberland Q 1 1 1 1 1 1 Avenue
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6.12 It can be seen that the results of the modelling show that the priority junction of Northumberland Avenue with Syon lane will continue to operate well within capacity with the proposed development. It is noted that the model does not fully reflect the observed queues at this junction. However, these queues are the result of vehicles queueing at the signals at the junction of Great West Road with Syon Lane preventing traffic from exiting Northumberland Avenue. The queues are short lived and dissipate when traffic on Syon Lane receives a green signal. Based on the modelling outputs there will be no changes in queue lengths on Northumberland Avenue.
6.13 It should be noted that the operation of this junction would improve following the implementation of yellow box markings on Syon Lane, which should reduce queue lengths on Northumberland Avenue by preventing traffic blocking the exit to Syon Lane.
Road Safety Audit
6.14 A Stage 1 Road Safety Audit (RSA) of the proposed site access arrangement on Northumberland Avenue. The audit was undertaken between the 4 th and 10 th October 2016.
6.15 The team raised one concern with about the junction due to obstructed access visibility. They noted that the presence of street furniture in the form of large cabinets (suggest BT) on each side of the proposed access, which could obstruct visibility splays. The recommendation was to consider the extent to which visibility could be obstructed, and if necessary provide a kerb built- out to improve visibility. With regards to the recommendation the designer response was that:
“The cabinets are shown on plan 2016-2913-003 rev B. Visibility to the southwest of the site access is satisfactory. The cabinet to the north east will need to be relocated to construct the access and can then be positioned so as not to obstruct visibility. The exact location will be determined as a part of the detailed design process.”
6.16 The team raised a concern with the quality of footways at existing closed access points to the site, which could lead to injury. The recommendation is to reinstate the footways at the existing site accesses with full height kerbs. The designer response that:
“the development proposals include the closure of existing site access points and the reinstatement of footways with full height kerbs.”
6.17 The full report can be found in Appendix T.
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Parking 6.18 The commercial element of the scheme will provide 9 parking/loading spaces including 1 for disabled users.
6.19 The proposed residential development will be provided with 42 car parking spaces at basement level including 10 for disabled users. An additional two visitor parking spaces will be provided at surface level as well as a car club parking bay. This is in line with local and national policy and is considered sufficient to serve the needs of the development.
6.20 Data extracted from the 2011 Census for the Middle Layer Super Output Area of Hounslow 009 indicates a car ownership level of 0.83 cars per household for flatted accommodation. Applying this rate to the proposed 102 residential units results in an estimated car ownership equating to 85 cars.
6.21 The 2011 Census this area also enables car ownership for rented flatted accommodation to be determined. The data indicates a car ownership level of 0.79 cars per household. Applying this rate to the proposed 102 residential units results in an estimated car ownership equating to 81 cars.
6.22 The site is located adjacent to the Syon Lane Station controlled parking zone (CPZ), which restricts parking to resident permit holders between the hours of 9am to 6pm from Monday to Friday. The CPZ has recently been extended to include Northumberland Avenue adjacent to the site and the zone will be further extended by the end of the financial year to include streets to the south of the site up to the junction of Northumberland Avenue with Roxborough Avenue, some 250 metres walk from the site. A map of the extended zones can be found in Appendix F. Any planning would be subjected to a S106 agreement which would restrict future residents of the development from applying for on street residents parking permits.
6.23 The scheme comprises flats available for private rental and as such, it is anticipated that many residents will be young professionals who will use Syon Lane to commute to and from work, or be working for one of the many local employers operating in the area. This coupled with the close proximity of the site to the Tesco food store and other local amenities means that the residents will have less need to own a car than residents of the local area.
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6.24 Residents will be provided with car club membership, enabling them to have access to a car when required. Research published by Transport for London “Attitudes to Car Clubs” (February, 2007) has shown that car club membership reduces car use by an average of almost 36 per cent and that almost a fifth of members sell a car either immediately before or after joining. Appendix U contains a copy of a proposal from a car club operator to provide a vehicle at the site.
6.25 The proposals are accompanied by a Residential Travel Plan and Workplace Travel Plan Statement which will encourage the use of sustainable modes of travel and reduce the need to own or travel by car.
6.26 On this basis, it is considered that the level of car parking proposed is appropriate for the site and that the proposed development would not result in an increase in demand for parking on streets in the vicinity of the site. The proposals do result in the loss of two on street parking spaces, however the results of the parking survey indicate that the loss of these two spaces would not result in the recorded demand for parking exceeding capacity. The future extension of the CPZ is likely to significantly on street parking demand by discouraging commuter and employee parking.
Public Transport
6.27 The assessment undertaken indicates that the development will result in 69 additional trips during the morning peak hour and 48 during the evening peak hour. These trips are split broadly equally between bus, underground and train, with the maximum increase in trips by any one mode being 26 people travelling by train during the morning peak hour period. Given the frequency of peak period public transport services operating in the vicinity of the site, it is not anticipated that the development would materially effect the operation of these services.
Construction Traffic
6.28 The planning application package includes a Construction Management Plan, which contains a range of measures to mitigate against the transport effect of development on local residents and on the operation of the local road network.
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7 TRAVEL PLANS
7.1 National and local planning policy requires that all major development proposals are accommodated by a Travel Plan in order to encourage sustainable travel choices for trips to and from the development.
7.2 A Residential Travel Plan and Workplace Travel Plan Statement has been produced to accompany the planning application.
7.3 The Travel Plans will form a long-term strategy, of which the main objective will be a reduction in private car trips in favour of more sustainable modes of travel. The aims of the strategy will be to:
• Increase the awareness of the advantages and potential for travel by more environmentally friendly modes; and
• To introduce a package of physical and management measures that will facilitate travel by other modes.
7.4 The Workplace Travel Plan Statement will focus on the office element of the scheme, given that there is limited potential for users of the self-storage facility to travel by public transport, on foot or bicycle. However, the measures within the Travel Plan Statement will seek to raise awareness of sustainable transport modes amongst all users of the site.
7.5 The Residential Travel Plan will be a strategy for implementing change in travel patterns, reflecting current national and local policy in respect of transport, and will include the following:
• An assessment of base travel patterns;
• A series of objectives relating to achieving a reduction in car use;
• A description of the measures to be implemented to achieve the objectives;
• Details of the administration of the Plan; and
• A detailed monitoring system.
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8 SUMMARY AND CONCLUSION
8.1 TTP Consulting is retained to provide highway and transport advice in relation to the proposed redevelopment of the Access Self Storage site at 871 Great West Road (Gillette South), Hounslow.
8.2 The site is currently vacant however it previously contained two office buildings, a petrol filling station and a garage. The site has previously been granted planning permission for the redevelopment of the site to provide 10,678 square metres GEA of B8 Self Storage space served by 12 car parking spaces and 4 cycle parking spaces (Application Ref. 00505/AF/P23).
8.3 The proposed development seeks to provide 7,863sqm (GEA) of self-storage space, 783sqm of office space and 102 residential units. The development will include 42 residential and 9 commercial car parking spaces. A further 2 parking spaces will be made available for visitors at ground floor level as well as a space for a car club vehicle.
8.4 In summary:
• The site is located in an accessible location, is well placed for undertaking journeys on foot, cycle and public transport;
• Car parking and cycle parking for the proposed development will be provided in accordance with standards;
• Servicing will be accommodated on site;
• Access to the site will be served via Northumberland Avenue;
• The proposed development will include improved provision for cyclists on Great West Road westbound by linking segregated cycle routes along the site frontage;
• The proposed development will be accompanied by a Residential Travel Plan and Workplace Travel Plan Statement; and,
• The proposed development would not result in demonstrable harm to the operation of the highway network local to the site.
8.5 On the basis of the above, it is evident that there is no reason why the proposed development should be restricted on traffic of transportation grounds.
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Figures
Figure 3.2 Syon Lane AM Surveyed Traffic Flows North
0 All Traffic 19 267 0 HGV 30 1191 18 5 4 9 241 476 177 37 0 0 A4 Great West A4 Great West Road Road
572 192 85 19 0 10 4 2 89 14 2201 66 160 6
Site
0 209 0 15 0 22 64 610 Northumberland Avenue
15 626 1 18
Syon Lane South Figure 3.3 Syon Lane PM Surveyed Traffic Flows North
0 All Traffic 6 132 0 HGV 21 1353 0 12 6 3 136 119 234 332 0 0 A4 Great West A4 Great West Road Road
117 299 327 0 0 5 17 11 454 18 2492 27 372 4
Site
0 96 0 8 0 14 117 613 Northumberland Avenue
38 650 0 6
Syon Lane South Figure 6.1 Syon Lane Self Storage Distribution North
0 All Traffic 0 HGV 35% 10%
A4 Great West A4 Great Road West Road
35% 10% 36%
36%
Site
10% 81% 10% 90% 9% 81% Northumberland Avenue 90%
9%
Syon Lane South Figure 6.2 Syon Lane AM Residential Distribution North
0 All Traffic 0 HGV 25% 19%
A4 Great West A4 Great Road West Road
38% 13% 6%
17%
Site
25% 56% 38% 62% 6% 61% Northumberland Avenue 75%
14%
Syon Lane South Figure 6.3 Syon Lane PM Residential Distribution North
0 All Traffic 0 HGV 6% 11%
A4 Great West A4 Great Road West Road
4% 9% 10%
17%
Site
55% 24% 73% 27% 3% 34% Northumberland Avenue 45%
11%
Syon Lane South Figure 6.4 Syon Lane AM Self Storage Trips North
0 All Traffic 0 HGV 1 4 1
A4 Great West A4 Great Road West Road
2 1 3 1
4 10 1 1 7
Site
1 1 1 6 1 1 6 1 8 Northumberland Avenue 9 1
1
Syon Lane South Figure 6.5 Syon Lane PM Self Storage Trips North
0 All Traffic 0 HGV 1 7 2
A4 Great West Road A4 Great West Road
5 2 5 1
7 19 1 1 15
Site
2 1 1 12 1 2 14 1 15 Northumberland Avenue 17 1
2
Syon Lane South Figure 6.6 Syon Lane AM Residential Trips North
0 All Traffic 0 HGV 1 1
A4 Great West A4 Great West Road Road
7 2 1
1 3 18
Site
1 10 7 11 1 2 Northumberland Avenue 2
0
Syon Lane South Figure 6.7 Syon Lane PM Residential Trips
0 All Traffic 0 HGV 1 1
A4 Great West A4 Great West Road Road
0 0 0
1 8 4
Site
4 1 3 1 0 3 Northumberland Avenue 4
1
Syon Lane South Figure 6.8 Syon Lane AM Total Development Traffic North
0 All Traffic 0 0 0 HGV 0 0 0 0 0 1 4 0 2 0 0 0 A4 Great West A4 Great West Road Road
9 3 4 0 0 1 0 0 0 0 4 0 14 1 1 25
Site
0 3 1 1 16 1 0 8 17 0 2 10 0 Northumberland Avenue 11 1
1 0 0 0
Syon Lane South Figure 6.9 Syon Lane PM Total Development Traffic North
0 All Traffic 0 0 0 HGV 0 0 0 0 0 1 7 0 3 0 0 0 A4 Great West A4 Great West Road Road
5 2 7 0 0 0 0 1 0 0 0 0 8 0 27 1 1 20
Site
0 6 0 1 1 14 1 0 4 16 0 1 18 0 Northumberland Avenue 21 1
3 0 0 0
Syon Lane South Figure 6.10 Syon Lane AM Baseline Traffic Flows North
0 All Traffic 19 410 0 HGV 30 1191 18 5 4 9 241 524 196 40 0 0 A4 Great West A4 Great West Road Road
572 240 85 19 0 10 4 2 94 14 2201 66 160 6
Site
0 0 0 0 0 209 0 15 0 0 0 22 64 621 Northumberland Avenue 0 0
15 655 1 18
Syon Lane South Figure 6.11 Syon Lane PM Baseline Traffic Flows North
0 All Traffic 6 176 0 HGV 21 1353 0 12 6 3 136 237 265 332 0 0 A4 Great West A4 Great West Road Road
117 299 327 0 0 5 17 11 454 18 2492 27 372 4
Site
0 96 0 8 0 14 117 644 Northumberland Avenue
38 662 0 6
Syon Lane South Figure 6.12 Syon Lane AM With Development Traffic Flows North
0 All Traffic 19 410 0 HGV 30 1191 18 5 4 10 245 524 198 40 0 0 A4 Great West A4 Great West Road Road
581 243 89 19 0 10 4 3 94 14 2201 66 164 6 14 1 1 25
Site
0 3 0 1 1 225 1 15 8 17 0 24 74 621 Northumberland Avenue 11 1
16 655 1 18
Syon Lane South Figure 6.13 Syon Lane PM With Development Traffic Flows North
0 All Traffic 6 176 0 HGV 21 1353 0 12 6 4 143 237 268 332 0 0 A4 Great West A4 Great West Road Road
122 301 334 0 0 5 17 12 454 18 2492 27 380 4 27 1 1 20
Site
0 6 0 1 1 110 1 8 4 16 0 15 135 644 Northumberland Avenue 21 1
41 662 0 6
Syon Lane South
Appendix A
Rev Details Drawn Checked Date ......
S I T E N O T E S : 6.250m 1. Do not scale from this drawing. 2. This drawing to be read & printed in colour. 3. This drawing is for illustrative purposes only, and not for construction. 4. The internal layout has been provided by Collado Collins Architects (drawing No. N O R T H U M B E R L A N D A V E 09028/SK010), and TTP shall not be liable for any inaccuracies or deficiencies. Client
9.900m Project Gillette Corner 24.900m
Drawing Title
Existing Highway Arrangements
Scale 1:250 Size A3 Drawn DW 09.09.2016 H E X H A M G A R D E N S Checked PS 09.09.2016
111 - 113 Great Portland Street London W1W 6QQ Tel. No. 0207 1000 753 Drawing Number Rev 2016-2913-002 \\TTPCSERVER\PROJECTS\2016\2913 - GILLETTE CORNER\DRAWINGS\2016-2913-002 EXISTING HIGHWAY ARRANGEMENTS.DWG 127( 7+(3523(57<2)7+,6'5$:,1*$1''(6,*1,69(67(',1773&2168/7,1*/7',70867127%(&23,('255(352'8&(',1$1<:$<:,7+2877+(,535,25:5,77(1&216(17 TTP Consulting. All rights reserved. Rev Details Drawn Checked Date Resi. MainϭϭϬŵϸ Entrance ϭϭϴϲĨƚϸ A Access width reduced to 7m DW PS 16.09.2016 B Access revised DW PS 10.10.2016
Transformer / Generator
Car Lifts ϰϴŵϸ Resi. Circulationϯϱŵϸ ϱϭϰĨƚϸ ϯϴϬĨƚϸ
F:2B3P ϲϲŵϸ ϳϬϲĨƚϸ
27.600m PROPOSED DROPPED KERBS
N O T E S : 5.500m 2.4x43m VISIBILITY 1. Do not scale from this drawing. 2. This drawing to be read & printed in colour. 3. This drawing is for illustrative purposes only, and not for construction. EXISTING CABINET 4. The internal layout has been provided by TO BE RELOCATED Collado Collins Architects (drawing No. PROPOSED SITE ACCESS 09028/SK_100), and TTP shall not be INCORPORATING UNCONTROLLED liable for any inaccuracies or deficiencies. PEDESTRIAN CROSSING FACILITY Client
Project
H E X H A M G A R D E N S Gillette Corner
Drawing Title
2.4x43m VISIBILITY Proposed Highway Arrangements
Scale 1:250 Size A3 Drawn DW 09.09.2016 Checked PS 09.09.2016
111 - 113 Great Portland Street London W1W 6QQ Tel. No. 0207 1000 753 Drawing Number Rev 2016-2913-003 B Z:\2016\2913 - GILLETTE CORNER\DRAWINGS\2016-2913-003 PROPOSED HIGHWAY ARRANGEMENTS.DWG 127( 7+(3523(57<2)7+,6'5$:,1*$1''(6,*1,69(67(',1773&2168/7,1*/7',70867127%(&23,('255(352'8&(',1$1<:$<:,7+2877+(,535,25:5,77(1&216(17 TTP Consulting. All rights reserved.
Appendix B
Transport for London Our ref: 16/4250 Group Planning
Windsor House 42 – 50 Victoria Street Mr Peter Sturgeon London SW1H OTL Associate Director Phone 020 7222 5600 Associate Director Fax 020 7126 4275 TTP Consulting www.TfL.gov.uk 111 – 113 Great Portland Street London W1W 6QQ
By email only
5th December 2016
Dear Peter
RE: Gillette Corner, land south west of, Hounslow – TfL’s Pre-application advice
Thank you for seeking pre-application advice from TfL; the aim of which is to ensure that this development is successful in transport terms and in line with relevant London Plan policies. This letter concerns both the pre-application meeting and an additional meeting that we to discuss proposals for a mixed-use development at the above site. The following comments are made by Transport for London officers on a ‘without prejudice’ basis only. You should not interpret them as indicating any subsequent Mayoral decision on any planning application based on the proposed scheme. Furthermore, these comments also do not necessarily represent the views of the Greater London Authority who issued their pre- application advice on 23rd November 2016, following a 8th November meeting, also attended by the TfL case officer. As stated above, the proposals are for a mixed-use development and TfL understands that this will comprise self-storage (7863sqm GEA) and associated office use (721sqm), and 102 residential units. The B8 storage use has been accepted by a previous 2008 Consent. We held a pre-application meeting on 21st November with the following attendees: Rachel Yorke – Principal Planner, Borough Planning, TfL Alina Sechrest, Senior Planner Road Space Management - Sponsorship, Surface Claire Farrow – Principal Traffic Control Engineer, Surface, TfL Robert Heslop, Principal Transport Planner, LB Hounslow Peter Sturgeon, Associate Director, TPP Planning Esme Chipperfield, Assistant Transport Planner, TPP Planning
VAT number 756 2770 08
Prior to the meeting, you provided some site plans and a Transport Scoping document, which outlined the scheme proposals and baseline conditions, plus the intended approach towards trip generation, travel demand and parking strategy. This response is based on that material, as well as the discussion at the meeting itself. The site is bound to the north by the A4 Great West Road (Transport for London Road Network - TLRN), to the east by Syon Lane, to the south by Northumberland and commercial property to the west. There is a segregated cycle lane along the Great West Road, but it discontinues along this site’s frontage. The nearest National Rail station is Syon Lane, 195m south from the south east extremity of the site. This is served by South West Trains accessing Waterloo station, Richmond and beyond. There are no underground stations within easily walking distance of the site: the nearest being Osterley station, 1650m to the west. In addition, the H28 bus route stops outside this station. A second low-frequency bus route, the H91, which operates along the A4, stops 95m to the east (westbound) and 55m to the north of the site (eastbound). Based on a maximum walk distance / time of 640 metres, 8 minutes to bus services, and 960 metres / 12 minutes to rail services, the site records a Public Transport Access Level (PTAL) of 3 (on a scale of 1-6, where 6 is excellent and 1 is very poor). Context The site is on the western border of the potential new Great West Corridor (including Golden Mile) Opportunity Area, which encompasses the expanding BSkyB complex and Gillette Corner. A “Golden Mile Vision and Concept Masterplan” has been prepared as a non-statutory planning document by the London Borough of Hounslow. The Masterplan links nodes of regeneration and anticipates a significant number of additional homes and jobs. TfL contributed comments to the Council’s December 2015 issues consultation paper for the Great West Corridor Plan. Transport Assessment(TA) TfL welcomes the advice that you will undertake a detailed transport assessment (TA) in line with TfL’s Transport Assessment Best Practice Guidance available from https://www.tfl.gov.uk/info-for/urban-planning-and- construction/transport-assessment-guidance. Access and servicing The site has three (currently redundant) vehicular accesses: from Great West Road, Syon Lane and Northumberland Avenue. The applicant proposes sole vehicular access to be from the latter, a local road. Redundant accesses will be removed and the footway re-instated. It is welcomed that the applicant has acted on TfL’s advice given on an earlier proposal, which sort access to the site directly from the TLRN. This was of major concern to TfL in terms of road safety and congestion. So as to accommodate the new access and movement by heavy goods vehicles, it will be necessary to reconfigure on street parking bays, reducing them by two. TfL recognises and supports the practicality of this mitigation. All servicing will take place on site with sufficient space available to turn an articulated vehicle. TfL accepts the swept path analysis that has been scoped to demonstrate that vehicles can enter and exit the site in forward gear. A delivery and servicing plan should be outlined in the TA and a detailed plan conditioned for later approval. Parking The proposal includes 42 parking spaces in a basement parking area for the 92 new residential units, with an additional 9 spaces provided for commercial use at ground floor. A further 2 short stay visitor spaces and a car club space at ground floor, can the land use for which these are intended please be clarified. For the residential use, although this may be below the maximum London Plan standard, it is a higher ratio than in the last design (33 spaces) . TfL would need justification for this undesirable change in light of Transport Assessment analysis, the Public Transport Access Level (PTAL), congestion and the Mayor’s emerging air quality improvement aims. Disabled parking will be provided in accordance with relevant car parking standards, as well as electric vehicle charging points. As the Council is extending the Controlled Parking Zone (CPZ) in January to cover this area, including Northumberland Avenue , its commitment and that of the applicant to the imposition of car-and-permit-free parking on residents of this site is supported. Long-term cycle parking is spread between ground and basement floors, the latter accessed by lift. In principle this is acceptable, though it is noted that a significant number of spaces are tucked away in a corner of the basement, a considerable distance from any lift; this it is understood is being revisited by the applicant [Cycle parking for the office and residential elements of the scheme will be provided in accordance with relevant quantity, design and space standards. However, TfL is content with there being no parking for users of the self storage facility and just two for the staff, which will also number around two. In addition four visitor (short term) spaces should be provided at ground level in a convenient location with a cover and out of the way of manoeuvring vehicles. TfL’s cycle design guidance should be referred to in order to identify a safe, covered and secure location with good lighting and CCTV. Two-tier racks should not be the sole provision: as is set out in LCDS and the Accessible London SPG, we recommend that at least 5% of spaces are capable of storing larger; ‘non-standard’ cycles such as those used as mobility aids and in general TfL advocates a mix of stands. A parking management plan should be outlined in the TA and a detailed plan conditioned for later approval. Similarly a condition to limit the parking for use by the residents, employees and storage staff/users at this address only is strongly recommended. Cycling and access to the cycle network; pedestrian amenity TfL welcomes the continued commitment by the applicant to ‘join up’ the gap in the segregated cycle route along the site’s A4 frontage, as well as remove the cross-overs. Such developer-funded improvement may not be confined just to the frontage(s) given the site will attract a significant number of new, additional cycle trips by residents and staff (allowing for the applicant’s intended evidence that carrying bulky storage items depresses the demand for cycling amongst storage clients). TLRN works will be secured through a s278 agreement with TfL, following further liaison as the proposal progresses. TfL also welcomes the applicant’s commitment to set-back the building line to increase cycling and pedestrian amenity, especially at the junction/corner of the two main roads. TfL will most likely adopt the additional footway width created as public highway on the A4 and the TLRN return on Syon Lane, subject to survey. Further discussion will be needed as to the likely mechanism for this and a commitment towards a land-safeguarding clause in the s106 for TfL to take on and maintain the land as highway at nil cost, as is standard in these cases. As before when we met, TfL requests the applicant undertakes a pedestrian environment review survey (PERS) and the same for Cycling (CERS assessment) within one kilometre of the site’s centre, with particular focus on the routes from the site south towards the station. This should take into consideration the emerging designs for improving Gillette Corner’s junctions to enable signalised crossing for pedestrian, including the addition of a pedestrian crossing on the north east corner of this site. Finally, TfL may seek a contribution towards wayfinding. Public transport The scoping document states the TA will consider the baseline conditions for public transport in the vicinity of the site; it also refers to trip rates extracted from the TRICS database. Further comment on the appropriate data source(s) is given in the next section, but in brief the TA should address bus capacity in relation to trip generation, for this scheme and for other development committed and in the pipeline (the Council should be able to advise on this), as well as providing an audit on the nearest bus stops for accessibility. The extra trips generated by the Nishkam School when completed and in operation will almost certainly require additional capacity on the H91, but it is acknowledged that your scheme is proportionally quite small. For now, TfL’s observation is that most commuters will likely use the H91 to travel to Hounslow or Hammersmith or connect with Osterley tube station (some may use the H28 but not likely to be many). For this scheme the trip generation for buses is only around 15 trips in the peak hour, which should be easily accommodated by the H91 service. Further advice will be given when the application proper is assessed. As to rail accessibility and encouraging use of this sustainable transport mode, it is noted that there is no step-free access to the platforms of the nearby Network Rail station (Syon Lane); it is recommended that further discussion on the feasibility and practicability of tackling this deficiency (through a developer contribution) is undertaken between the applicant, the Council and Network Rail. Approach to trip generation and mode split TfL welcomes the note on Modal Split that has been prepared after the meeting in response to officer advice given there that modal split data should be based upon that for the local Middle Layer Super Output Area from the 2011 Census. Additionally you have supplied two sources of information in order to establish the typical existing traffic peak flows on the highway network adjacent to the site: Great West Road/Syon Lane - TfL survey data and Northumberland Avenue/Syon Lane – Manual Classified Counts and queue length survey, both acceptably recent. The approach to trip generation and mode split has been improved and is now acceptable for use going forward.
TfL welcomes your advice that you will undertake a detailed transport assessment (TA) in line with TfL’s Transport Assessment Best Practice Guidance available from https://www.tfl.gov.uk/info-for/urban-planning-and- construction/transport-assessment-guidance. This should consider the impact of the development’s constituent proposed land uses, on all modes of transport at both the occupation and construction phases. Committed schemes in the area should be included as advised above. This will enable TfL to better determine what measures (if any) may be required to mitigate the impact of the development on the transport network. As we have discussed the TA should detail the methodology of the multimodal trip generation for the proposed development (from a baseline of zero trips for this long-cleared site). It should establish the level of vehicular and non- vehicular trips likely to be generated by the development scheme for each use. The scope’s use of TRICS is acceptable as it is to be supplemented and informed by Census 2011 output and by recent surveys the applicant has of other Access Self-Storage operations. Scope of potential junction assessments Account will need to be taken of impacts on both the junction of Northumberland Avenue with Syon Lane (at the Council’s request) and the junction of Syon Lane with the A4. The peak surveys already submitted are welcome, but the inclusion of HGV vehicles is requested. TfL’s previously discussed study of the junction of the Syon Lane junction (south, at the corner of this site) has concluded that adding a pedestrian crossing impacted too much on capacity, therefore the improvement will be confined to pedestrian islands, according to current feasibility designs. The concept design is slated to be completed in spring next year with deliver in 2019 subject to funding; further information will be supplied at a later date on the estimated costings/level of developer contribution. There are improvements to the junction of Syon Lane (north) with the A4 relatively near to implementation and, lastly, the A4 crossing on the west side (adjacent to the northern boundary of the site) is intended to be moved closer to the junction There is a signalised facility already for pedestrian crossing over Syon Lane, offset from Northumberland Avenue; at the meeting we discussed the benefits of adding a “yellow box” on the highway to make the right turn south into Northumberland Avenue easier and safer for cyclists. Auto-tracking for this right turn is requested in order to confirm that this will accommodate additional traffic (including cyclists) safely when development trips have been added. It is proposed that the Transport Assessment will carry out traffic modelling of the junction of Syon Lane with Northumberland Avenue. It is accepted that beyond this point, any effect of development traffic on the other Gillette Corner junctions is likely not to be significant. It would assist TfL’s remit to “Keep London Moving” if the development, and its mitigations, encouraged a shift from current locally car-dominated patterns towards more sustainable modes of transport. The phasing of completion and occupation of your development in relation to this intended highways improvement should be made clear in the TA. Travel and construction plans Construction access, routeing and programming must be set out in a Construction Logistics Plan (CLP), this is especially important if the applicant progresses its proposal to take access for construction off the A4. It is interpreted from the scoping note that the TA will include a framework Travel Plan. You are required to provide a full residential travel plan and reference should be made to TfL’s travel plan guidance available from: https://www.tfl.gov.uk/info-for/urban-planning-and-construction/travel-plans TfL recommends that the ATTrBuTE assessment tool which is available at www.attrbute.org.uk, is used when developing the travel plans, to ensure that it complies with TfL best practice guidance. Additionally a condition to require the applicant to market the sustainable travel modes and routes to the site was discussed at the meeting and there is a commitment to including it in any planning consent. Other measures to support sustainably low levels of car use, including a range of green travel planning initiatives should be secured, monitored and funded through the section 106 agreement. An appropriate figure to fund the provision of travel plan measures should be agreed with TfL and Hounslow Council and secured within the section 106 agreement. TfL expects that the Council will secure, enforce, monitor, review and ensure the funding of the travel plan through the section 106 agreement. Section 106 and CIL The Mayor introduced a London wide CIL Charging Schedule on 1 April 2012 in line with London Plan policy 8.3 ‘Community Infrastructure Levy’. Most new development in Greater London has to pay the Mayoral CIL Boroughs are arranged into three charging bands with rates of £50 / £35 / £20 per square metre of net increase in floorspace respectively. The proposed development is within the London Borough of Hounslow where the Mayoral charge is £35 per square metre. More details are available via the GLA website http://london.gov.uk/ Summary To summarise, TfL is supportive in general of the principle of the development and the initial transport proposals outlined. Depending on the outcome of the transport assessment, TfL may seek mitigation that includes, but is not limited to the following matters:
connectivity and possibly level access improvement for the local station through appropriate legal agreements incentives
I hope this provides a useful basis upon which to progress the transport assessment. I look forward to hearing from you again. Should you wish to discuss any part of this letter, please contact myself or Rachel Yorke ([email protected] - 020 3054 7030).
Yours sincerely
Lucinda Turner Acting Director of Borough Planning Email: [email protected] Direct line: (0)20 3054 7133
Copy to: - all at meeting Jonathan Aubrey, GLA
Appendix C
Transport for London - Outcomes Delivery Outcomes,Insight & Analysis -Traffic Surveys Unit
Vehicle Classifications & Values Light All car type vehicles & light vans/goods vehicles Rigid 2 (R2) 2 axles goods/utility vehicles rated more than 3,500 kgs gross vehicle weight Project Ref: Timing Reviews Heavy (HGV) 3 axles or more rigid/articulated goods vehicles Bus/Coach(B/C) All vehicles with capacity for more than 17 persons (inc. driver) Site no. 25/013 M/C All types of motorcycles Location: Great West Road / Syon Lane P/C All types of pedalcycles Taxi London"Black Cabs"Taxis Site Details Arms Street Name Direction All Goods Vehicles (AGV) R2+HGV+B/C 1 Syon Lane NW Passenger Car Units(PCU) Light*1.0+R2*1.5+HGV*2.3+B/C*2.0+M/C*0.4+P/C*0.2+Taxi*1.0 2 Great West Rd E All Vehicles (All Vehs) Light+R2+HGV+B/C+M/C+P/C+Taxi 3 Syon Lane SE % AGV AGV/All Vehs [%] 4 Great West Rd W
Survey Date: Wed 19/11/2014 Weather: Dry
Comments:
Movement From Arm 1 Syon Lane NW To Arm 2 Great West Rd E
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 131 2 1 3 2 0 0 6 143.1 139 4.32% 07:45 08:00 135 0 0 1 1 3 1 1 139 141 0.71% 08:00 08:15 87 1 1 4 0 0 1 6 99.8 94 6.38% 08:15 08:30 102 0 1 2 0 0 0 3 108.3 105 2.86% 08:30 08:45 108 0 2 4 0 0 0 6 120.6 114 5.26% 08:45 09:00 134 0 1 1 0 1 1 2 139.5 138 1.45% 09:00 09:15 110 1 2 4 1 1 0 7 124.7 119 5.88% 09:15 09:30 111 3 1 3 2 0 1 7 125.6 121 5.79% Period Total 07:30 09:30 918 7 9 22 6 5 4 38 1000.6 971 3.91%
11:30 11:45 100 1 0 1 1 0 0 2 103.9 103 1.94% 11:45 12:00 65 4 2 0 2 1 0 6 76.6 74 8.11% 12:00 12:15 83 3 0 1 0 0 0 4 89.5 87 4.60% 12:15 12:30 84 4 1 0 3 0 1 5 94.5 93 5.38% 12:30 12:45 83 2 1 0 4 1 0 3 90.1 91 3.30% 12:45 13:00 49 2 2 1 0 0 1 5 59.6 55 9.09% 13:00 13:15 77 0 0 0 0 0 0 0 77 77 0.00% 13:15 13:30 99 1 0 0 1 0 0 1 100.9 101 0.99% Period Total 11:30 13:30 640 17 6 3 11 2 2 26 692.1 681 3.82%
16:30 16:45 80 0 0 1 0 0 0 1 82 81 1.23% 16:45 17:00 69 2 0 2 1 0 0 4 76.4 74 5.41% 17:00 17:15 96 0 0 2 1 0 0 2 100.4 99 2.02% 17:15 17:30 73 0 0 1 2 0 0 1 75.8 76 1.32% 17:30 17:45 70 0 0 2 1 0 1 2 75.4 74 2.70% 17:45 18:00 80 0 0 1 2 0 0 1 82.8 83 1.20% 18:00 18:15 132 0 0 2 1 0 0 2 136.4 135 1.48% 18:15 18:30 73 0 0 2 2 0 0 2 77.8 77 2.60% 18:30 18:45 85 0 0 2 3 0 1 2 91.2 91 2.20% 18:45 19:00 61 0 0 1 2 0 0 1 63.8 64 1.56% Period Total 16:30 19:00 819 2 0 16 15 0 2 18 862 854 2.11%
Movement From Arm 1 Syon Lane NW To Arm 3 Syon Lane SE
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 60 0 0 0 0 0 0 0 60 60 0.00% 07:45 08:00 67 2 0 1 1 1 0 3 72.6 72 4.17% 08:00 08:15 35 0 0 0 0 0 0 0 35 35 0.00% 08:15 08:30 47 0 0 1 1 0 0 1 49.4 49 2.04% 08:30 08:45 26 1 0 0 0 0 0 1 27.5 27 3.70% 08:45 09:00 51 0 1 0 0 0 0 1 53.3 52 1.92% 09:00 09:15 46 1 0 1 1 0 0 2 49.9 49 4.08% 09:15 09:30 46 0 0 0 2 0 0 0 46.8 48 0.00% Period Total 07:30 09:30 378 4 1 3 5 1 0 8 394.5 392 2.04%
11:30 11:45 50 2 0 2 2 0 0 4 57.8 56 7.14% 11:45 12:00 48 0 1 0 1 1 0 1 50.9 51 1.96% 12:00 12:15 73 0 0 2 0 0 0 2 77 75 2.67% 12:15 12:30 57 0 0 1 1 1 0 1 59.6 60 1.67% 12:30 12:45 60 1 0 0 3 1 1 1 63.9 66 1.52% 12:45 13:00 50 0 0 1 2 0 0 1 52.8 53 1.89% 13:00 13:15 53 0 0 1 2 1 0 1 56 57 1.75% 13:15 13:30 74 0 0 1 0 1 0 1 76.2 76 1.32% Period Total 11:30 13:30 465 3 1 8 11 5 1 12 494.2 494 2.43%
16:30 16:45 45 0 0 1 2 0 0 1 47.8 48 2.08% 16:45 17:00 43 0 0 1 4 3 1 1 48.2 52 1.92% 17:00 17:15 44 0 0 1 3 3 1 1 48.8 52 1.92% 17:15 17:30 59 0 0 1 1 3 0 1 62 64 1.56% 17:30 17:45 47 0 0 0 2 11 0 0 50 60 0.00% 17:45 18:00 36 9 0 1 6 6 0 10 55.1 58 17.24% 18:00 18:15 47 0 0 1 6 2 0 1 51.8 56 1.79% 18:15 18:30 36 0 0 0 4 6 0 0 38.8 46 0.00% 18:30 18:45 69 0 0 1 1 4 1 1 73.2 76 1.32% 18:45 19:00 71 0 0 0 1 1 0 0 71.6 73 0.00% Period Total 16:30 19:00 497 9 0 7 30 39 3 16 547.3 585 2.74% Movement From Arm 1 Syon Lane NW To Arm 4 Great West Rd W
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 16 0 0 0 0 0 0 0 16 16 0.00% 07:45 08:00 7 0 1 0 0 0 0 1 9.3 8 12.50% 08:00 08:15 8 1 0 0 0 0 0 1 9.5 9 11.11% 08:15 08:30 4 0 2 0 0 0 0 2 8.6 6 33.33% 08:30 08:45 6 0 0 1 0 0 0 1 8 7 14.29% 08:45 09:00 17 0 0 0 0 0 0 0 17 17 0.00% 09:00 09:15 6 1 0 0 0 0 0 1 7.5 7 14.29% 09:15 09:30 9 0 0 1 0 0 1 1 12 11 9.09% Period Total 07:30 09:30 73 2 3 2 0 0 1 7 87.9 81 8.64%
11:30 11:45 12 0 1 0 0 0 0 1 14.3 13 7.69% 11:45 12:00 8 1 0 0 0 0 0 1 9.5 9 11.11% 12:00 12:15 17 0 0 0 0 0 0 0 17 17 0.00% 12:15 12:30 23 1 1 0 0 0 0 2 26.8 25 8.00% 12:30 12:45 12 0 1 0 0 0 0 1 14.3 13 7.69% 12:45 13:00 2 0 0 0 0 0 0 0 2 2 0.00% 13:00 13:15 17 1 0 0 0 0 0 1 18.5 18 5.56% 13:15 13:30 7 0 0 0 0 0 0 0 7 7 0.00% Period Total 11:30 13:30 98 3 3 0 0 0 0 6 109.4 104 5.77%
16:30 16:45 17 0 1 0 0 0 0 1 19.3 18 5.56% 16:45 17:00 29 0 0 0 0 0 0 0 29 29 0.00% 17:00 17:15 27 0 0 0 1 0 0 0 27.4 28 0.00% 17:15 17:30 23 0 0 0 0 0 0 0 23 23 0.00% 17:30 17:45 22 0 0 0 0 0 0 0 22 22 0.00% 17:45 18:00 44 0 0 0 2 0 0 0 44.8 46 0.00% 18:00 18:15 8 0 0 0 0 0 0 0 8 8 0.00% 18:15 18:30 22 0 0 0 0 0 0 0 22 22 0.00% 18:30 18:45 34 0 0 0 0 0 0 0 34 34 0.00% 18:45 19:00 47 0 0 0 1 0 0 0 47.4 48 0.00% Period Total 16:30 19:00 273 0 1 0 4 0 0 1 276.9 278 0.36%
Movement From Arm 2 Great West Rd E To Arm 1 Syon Lane NW
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 46 0 0 2 1 0 0 2 50.4 49 4.08% 07:45 08:00 43 0 1 3 1 0 0 4 51.7 48 8.33% 08:00 08:15 64 0 1 3 2 1 0 4 73.3 71 5.63% 08:15 08:30 50 0 1 3 0 0 0 4 58.3 54 7.41% 08:30 08:45 62 0 0 5 3 0 0 5 73.2 70 7.14% 08:45 09:00 56 0 1 5 7 1 0 6 71.3 70 8.57% 09:00 09:15 63 1 0 3 5 0 1 4 73.5 73 5.48% 09:15 09:30 64 0 0 3 3 1 0 3 71.4 71 4.23% Period Total 07:30 09:30 448 1 4 27 22 3 1 32 523.1 506 6.32%
11:30 11:45 74 3 0 1 2 0 0 4 81.3 80 5.00% 11:45 12:00 50 2 0 1 0 0 0 3 55 53 5.66% 12:00 12:15 64 0 0 1 2 0 0 1 66.8 67 1.49% 12:15 12:30 90 0 0 3 1 0 0 3 96.4 94 3.19% 12:30 12:45 97 2 1 2 0 0 1 5 107.3 103 4.85% 12:45 13:00 72 1 0 1 1 0 0 2 75.9 75 2.67% 13:00 13:15 92 0 0 0 2 0 0 0 92.8 94 0.00% 13:15 13:30 68 2 0 3 2 0 0 5 77.8 75 6.67% Period Total 11:30 13:30 607 10 1 12 10 0 1 23 653.3 641 3.59%
16:30 16:45 90 0 0 4 1 0 1 4 99.4 96 4.17% 16:45 17:00 90 0 0 5 2 0 0 5 100.8 97 5.15% 17:00 17:15 106 0 0 5 2 0 0 5 116.8 113 4.42% 17:15 17:30 98 1 0 3 3 0 0 4 106.7 105 3.81% 17:30 17:45 108 0 0 5 4 0 0 5 119.6 117 4.27% 17:45 18:00 112 0 0 4 3 0 0 4 121.2 119 3.36% 18:00 18:15 123 0 1 3 6 0 0 4 133.7 133 3.01% 18:15 18:30 105 0 0 6 2 0 1 6 118.8 114 5.26% 18:30 18:45 111 0 0 4 2 0 0 4 119.8 117 3.42% 18:45 19:00 89 1 0 4 3 0 0 5 99.7 97 5.15% Period Total 16:30 19:00 1032 2 1 43 28 0 2 46 1136.5 1108 4.15% Movement From Arm 2 Great West Rd E To Arm 2 Great West Rd E
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 0 0 0 0 0 0 0 0 0 0 07:45 08:00 0 0 0 0 0 0 0 0 0 0 08:00 08:15 0 0 0 0 0 0 0 0 0 0 08:15 08:30 0 0 0 0 0 0 0 0 0 0 08:30 08:45 0 0 0 0 0 0 0 0 0 0 08:45 09:00 0 0 0 0 0 0 0 0 0 0 09:00 09:15 0 0 0 0 0 0 0 0 0 0 09:15 09:30 0 0 0 0 0 0 0 0 0 0 Period Total 07:30 09:30 0 0 0 0 0 0 0 0 0 0
11:30 11:45 2 0 0 0 0 0 0 0 2 2 0.00% 11:45 12:00 0 0 0 0 0 0 0 0 0 0 12:00 12:15 0 0 0 0 0 0 0 0 0 0 12:15 12:30 2 0 0 0 0 0 0 0 2 2 0.00% 12:30 12:45 0 0 0 0 0 0 0 0 0 0 12:45 13:00 0 0 0 0 0 0 0 0 0 0 13:00 13:15 8 0 0 0 0 0 0 0 8 8 0.00% 13:15 13:30 0 0 0 0 0 0 0 0 0 0 Period Total 11:30 13:30 12 0 0 0 0 0 0 0 12 12 0.00%
16:30 16:45 0 0 0 0 0 0 0 0 0 0 16:45 17:00 0 0 0 0 0 0 0 0 0 0 17:00 17:15 0 0 0 0 0 0 0 0 0 0 17:15 17:30 0 0 0 0 0 0 0 0 0 0 17:30 17:45 0 0 0 0 0 0 0 0 0 0 17:45 18:00 0 0 0 0 0 0 0 0 0 0 18:00 18:15 0 0 0 0 0 0 0 0 0 0 18:15 18:30 0 0 0 0 0 0 0 0 0 0 18:30 18:45 0 0 0 0 0 0 0 0 0 0 18:45 19:00 0 0 0 0 0 0 0 0 0 0 Period Total 16:30 19:00 0 0 0 0 0 0 0 0 0 0
Movement From Arm 2 Great West Rd E To Arm 3 Syon Lane SE
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 37 3 4 1 0 1 1 8 53.9 47 17.02% 07:45 08:00 47 3 4 0 2 1 0 7 61.7 57 12.28% 08:00 08:15 49 0 0 0 0 0 0 0 49 49 0.00% 08:15 08:30 49 3 2 0 1 1 1 5 59.7 57 8.77% 08:30 08:45 70 0 0 0 0 0 0 0 70 70 0.00% 08:45 09:00 58 2 0 0 0 0 0 2 61 60 3.33% 09:00 09:15 51 0 2 0 1 0 0 2 56 54 3.70% 09:15 09:30 54 1 1 1 1 1 1 3 61.4 60 5.00% Period Total 07:30 09:30 415 12 13 2 5 4 3 27 472.7 454 5.95%
11:30 11:45 44 0 1 0 1 0 0 1 46.7 46 2.17% 11:45 12:00 63 0 2 0 0 1 0 2 67.8 66 3.03% 12:00 12:15 64 1 2 1 1 1 1 4 73.7 71 5.63% 12:15 12:30 85 3 2 0 0 0 1 5 95.1 91 5.49% 12:30 12:45 51 3 5 0 1 1 0 8 67.6 61 13.11% 12:45 13:00 79 2 6 0 1 0 1 8 97.2 89 8.99% 13:00 13:15 59 1 3 2 0 0 0 6 71.4 65 9.23% 13:15 13:30 72 1 1 1 0 0 2 3 79.8 77 3.90% Period Total 11:30 13:30 517 11 22 4 4 3 5 37 599.3 566 6.54%
16:30 16:45 82 0 0 0 3 0 0 0 83.2 85 0.00% 16:45 17:00 91 2 0 2 3 1 0 4 99.4 99 4.04% 17:00 17:15 73 1 0 1 3 4 0 2 78.5 82 2.44% 17:15 17:30 79 1 0 0 1 1 0 1 81.1 82 1.22% 17:30 17:45 98 0 0 0 6 2 1 0 101.8 107 0.00% 17:45 18:00 94 1 0 0 2 4 0 1 97.1 101 0.99% 18:00 18:15 89 1 0 1 1 3 0 2 93.5 95 2.11% 18:15 18:30 100 0 0 0 3 3 0 0 101.8 106 0.00% 18:30 18:45 93 0 0 0 1 1 2 0 95.6 97 0.00% 18:45 19:00 78 1 0 1 3 1 1 2 83.9 85 2.35% Period Total 16:30 19:00 877 7 0 5 26 20 4 12 915.9 939 1.28% Movement From Arm 2 Great West Rd E To Arm 4 Great West Rd W
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 172 6 2 2 5 1 1 10 192.8 189 5.29% 07:45 08:00 235 4 5 1 2 2 0 10 255.7 249 4.02% 08:00 08:15 218 4 2 7 7 1 0 13 245.6 239 5.44% 08:15 08:30 305 3 2 0 6 1 1 5 317.7 318 1.57% 08:30 08:45 295 4 6 2 3 1 3 12 323.2 314 3.82% 08:45 09:00 272 3 3 3 11 2 2 9 296.2 296 3.04% 09:00 09:15 253 3 1 0 3 1 2 4 263.2 263 1.52% 09:15 09:30 285 3 1 1 4 0 0 5 295.4 294 1.70% Period Total 07:30 09:30 2035 30 22 16 41 9 9 68 2189.8 2162 3.15%
11:30 11:45 200 6 8 1 0 0 3 15 232.4 218 6.88% 11:45 12:00 204 7 4 3 2 1 0 14 230.7 221 6.33% 12:00 12:15 187 5 4 1 7 0 1 10 209.5 205 4.88% 12:15 12:30 180 4 3 6 2 0 1 13 206.7 196 6.63% 12:30 12:45 248 1 6 3 3 0 0 10 270.5 261 3.83% 12:45 13:00 183 2 4 4 2 1 1 10 205.2 197 5.08% 13:00 13:15 230 6 8 2 5 2 1 16 264.8 254 6.30% 13:15 13:30 239 7 6 2 2 0 2 15 270.1 258 5.81% Period Total 11:30 13:30 1671 38 43 22 23 4 9 103 1889.9 1810 5.69%
16:30 16:45 455 4 7 8 11 0 2 19 499.5 487 3.90% 16:45 17:00 548 5 2 1 13 0 1 8 568.3 570 1.40% 17:00 17:15 636 2 0 3 12 3 0 5 650.4 656 0.76% 17:15 17:30 773 4 3 5 16 0 0 12 802.3 801 1.50% 17:30 17:45 546 0 1 3 11 2 1 4 560.1 564 0.71% 17:45 18:00 438 1 1 4 18 5 4 6 462 471 1.27% 18:00 18:15 439 1 0 2 13 4 0 3 450.5 459 0.65% 18:15 18:30 464 1 0 4 16 7 1 5 482.3 493 1.01% 18:30 18:45 364 3 0 2 10 4 1 5 378.3 384 1.30% 18:45 19:00 348 1 0 2 2 6 4 3 359.5 363 0.83% Period Total 16:30 19:00 5011 22 14 34 122 31 14 70 5213.2 5248 1.33%
Movement From Arm 3 Syon Lane SE To Arm 1 Syon Lane NW
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 41 0 0 1 2 3 0 1 44.4 47 2.13% 07:45 08:00 54 0 1 0 3 2 0 1 57.9 60 1.67% 08:00 08:15 36 0 0 1 2 1 0 1 39 40 2.50% 08:15 08:30 47 0 0 0 3 2 0 0 48.6 52 0.00% 08:30 08:45 52 0 0 0 1 5 0 0 53.4 58 0.00% 08:45 09:00 37 0 1 0 1 4 0 1 40.5 43 2.33% 09:00 09:15 30 0 0 3 4 2 0 3 38 39 7.69% 09:15 09:30 59 0 0 0 1 7 0 0 60.8 67 0.00% Period Total 07:30 09:30 356 0 2 5 17 26 0 7 382.6 406 1.72%
11:30 11:45 67 0 1 1 0 0 0 2 71.3 69 2.90% 11:45 12:00 51 3 1 2 2 0 2 6 64.6 61 9.84% 12:00 12:15 74 0 1 1 2 0 0 2 79.1 78 2.56% 12:15 12:30 69 0 2 0 0 0 0 2 73.6 71 2.82% 12:30 12:45 55 0 0 3 0 1 0 3 61.2 59 5.08% 12:45 13:00 69 0 0 1 2 0 2 1 73.8 74 1.35% 13:00 13:15 66 0 0 1 2 0 0 1 68.8 69 1.45% 13:15 13:30 72 0 1 4 0 1 0 5 82.5 78 6.41% Period Total 11:30 13:30 523 3 6 13 8 2 4 22 574.9 559 3.94%
16:30 16:45 75 1 0 1 0 0 0 2 78.5 77 2.60% 16:45 17:00 52 0 0 1 0 0 0 1 54 53 1.89% 17:00 17:15 88 0 0 1 0 1 1 1 91.2 91 1.10% 17:15 17:30 66 0 0 3 1 0 0 3 72.4 70 4.29% 17:30 17:45 69 0 0 0 3 1 1 0 71.4 74 0.00% 17:45 18:00 49 11 0 2 1 1 0 13 70.1 64 20.31% 18:00 18:15 65 0 0 0 0 0 0 0 65 65 0.00% 18:15 18:30 79 0 0 0 1 1 0 0 79.6 81 0.00% 18:30 18:45 61 0 0 1 2 2 0 1 64.2 66 1.52% 18:45 19:00 68 0 0 0 0 0 1 0 69 69 0.00% Period Total 16:30 19:00 672 12 0 9 8 6 3 21 715.4 710 2.96% Movement From Arm 3 Syon Lane SE To Arm 2 Great West Rd E
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 119 2 0 0 3 1 0 2 123.4 125 1.60% 07:45 08:00 143 3 0 0 4 4 0 3 149.9 154 1.95% 08:00 08:15 97 1 0 1 2 0 0 2 101.3 101 1.98% 08:15 08:30 156 0 1 0 3 1 0 1 159.7 161 0.62% 08:30 08:45 127 1 2 0 7 2 0 3 136.3 139 2.16% 08:45 09:00 138 1 1 0 3 2 0 2 143.4 145 1.38% 09:00 09:15 121 2 2 0 1 1 0 4 129.2 127 3.15% 09:15 09:30 118 2 1 0 2 2 0 3 124.5 125 2.40% Period Total 07:30 09:30 1019 12 7 1 25 13 0 20 1067.7 1077 1.86%
11:30 11:45 83 3 6 0 0 0 0 9 101.3 92 9.78% 11:45 12:00 94 0 0 0 0 0 0 0 94 94 0.00% 12:00 12:15 78 2 5 1 0 0 0 8 94.5 86 9.30% 12:15 12:30 82 1 4 2 1 0 0 7 97.1 90 7.78% 12:30 12:45 105 1 5 0 1 0 0 6 118.4 112 5.36% 12:45 13:00 91 3 3 0 3 0 0 6 103.6 100 6.00% 13:00 13:15 76 2 2 1 0 0 0 5 85.6 81 6.17% 13:15 13:30 102 1 3 1 2 0 0 5 113.2 109 4.59% Period Total 11:30 13:30 711 13 28 5 7 0 0 46 807.7 764 6.02%
16:30 16:45 97 3 0 0 2 0 0 3 102.3 102 2.94% 16:45 17:00 110 0 1 1 2 0 0 2 115.1 114 1.75% 17:00 17:15 110 0 0 0 4 0 0 0 111.6 114 0.00% 17:15 17:30 77 1 0 0 2 0 0 1 79.3 80 1.25% 17:30 17:45 40 10 0 0 2 0 0 10 55.8 52 19.23% 17:45 18:00 80 0 0 0 0 0 1 0 81 81 0.00% 18:00 18:15 76 0 0 0 1 0 0 0 76.4 77 0.00% 18:15 18:30 84 1 1 0 2 0 0 2 88.6 88 2.27% 18:30 18:45 91 8 0 0 1 1 0 8 103.6 101 7.92% 18:45 19:00 100 0 0 0 1 0 0 0 100.4 101 0.00% Period Total 16:30 19:00 865 23 2 1 17 1 1 26 914.1 910 2.86%
Movement From Arm 3 Syon Lane SE To Arm 4 Great West Rd W
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 21 1 0 0 0 0 0 1 22.5 22 4.55% 07:45 08:00 15 1 0 0 0 0 0 1 16.5 16 6.25% 08:00 08:15 18 0 0 1 0 0 1 1 21 20 5.00% 08:15 08:30 25 0 0 1 0 0 0 1 27 26 3.85% 08:30 08:45 25 0 0 0 0 0 0 0 25 25 0.00% 08:45 09:00 16 0 0 0 0 0 0 0 16 16 0.00% 09:00 09:15 17 1 0 0 0 0 0 1 18.5 18 5.56% 09:15 09:30 26 0 0 0 0 0 0 0 26 26 0.00% Period Total 07:30 09:30 163 3 0 2 0 0 1 5 172.5 169 2.96%
11:30 11:45 32 3 1 0 0 0 0 4 38.8 36 11.11% 11:45 12:00 28 2 0 0 1 0 0 2 31.4 31 6.45% 12:00 12:15 30 1 1 0 0 0 0 2 33.8 32 6.25% 12:15 12:30 35 0 0 0 0 0 0 0 35 35 0.00% 12:30 12:45 30 0 0 0 0 0 0 0 30 30 0.00% 12:45 13:00 31 1 0 0 0 0 0 1 32.5 32 3.13% 13:00 13:15 20 0 0 0 0 0 0 0 20 20 0.00% 13:15 13:30 25 2 1 0 0 0 0 3 30.3 28 10.71% Period Total 11:30 13:30 231 9 3 0 1 0 0 12 251.8 244 4.92%
16:30 16:45 34 0 2 0 0 0 0 2 38.6 36 5.56% 16:45 17:00 23 1 0 0 0 0 0 1 24.5 24 4.17% 17:00 17:15 45 0 0 0 1 0 1 0 46.4 47 0.00% 17:15 17:30 20 0 1 0 0 0 0 1 22.3 21 4.76% 17:30 17:45 25 4 0 0 0 0 1 4 32 30 13.33% 17:45 18:00 19 0 0 0 0 0 0 0 19 19 0.00% 18:00 18:15 16 0 0 0 0 0 0 0 16 16 0.00% 18:15 18:30 15 0 0 0 0 0 0 0 15 15 0.00% 18:30 18:45 18 0 0 0 1 0 0 0 18.4 19 0.00% 18:45 19:00 19 0 0 0 0 0 0 0 19 19 0.00% Period Total 16:30 19:00 234 5 3 0 2 0 2 8 251.2 246 3.25% Movement From Arm 4 Great West Rd W To Arm 1 Syon Lane NW
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 9 0 0 3 0 0 0 3 15 12 25.00% 07:45 08:00 12 1 0 2 0 0 0 3 17.5 15 20.00% 08:00 08:15 6 0 0 1 0 0 0 1 8 7 14.29% 08:15 08:30 14 1 1 2 0 0 0 4 21.8 18 22.22% 08:30 08:45 11 0 1 2 0 0 0 3 17.3 14 21.43% 08:45 09:00 16 0 1 3 1 0 0 4 24.7 21 19.05% 09:00 09:15 33 1 0 2 0 0 0 3 38.5 36 8.33% 09:15 09:30 22 1 0 3 0 0 0 4 29.5 26 15.38% Period Total 07:30 09:30 123 4 3 18 1 0 0 25 172.3 149 16.78%
11:30 11:45 32 0 0 1 0 1 0 1 34.2 34 2.94% 11:45 12:00 22 2 0 1 0 0 0 3 27 25 12.00% 12:00 12:15 41 1 0 1 1 0 0 2 44.9 44 4.55% 12:15 12:30 22 0 1 1 0 0 0 2 26.3 24 8.33% 12:30 12:45 28 0 0 0 0 0 0 0 28 28 0.00% 12:45 13:00 25 0 0 2 1 0 0 2 29.4 28 7.14% 13:00 13:15 34 1 0 1 0 0 0 2 37.5 36 5.56% 13:15 13:30 31 0 0 1 0 0 0 1 33 32 3.13% Period Total 11:30 13:30 235 4 1 8 2 1 0 13 260.3 251 5.18%
16:30 16:45 35 0 0 1 0 0 0 1 37 36 2.78% 16:45 17:00 24 0 0 2 1 0 0 2 28.4 27 7.41% 17:00 17:15 31 0 0 1 0 0 0 1 33 32 3.13% 17:15 17:30 37 0 0 2 1 0 0 2 41.4 40 5.00% 17:30 17:45 26 0 0 2 0 0 0 2 30 28 7.14% 17:45 18:00 31 0 0 1 0 0 0 1 33 32 3.13% 18:00 18:15 41 0 0 2 0 0 0 2 45 43 4.65% 18:15 18:30 35 0 0 1 1 0 0 1 37.4 37 2.70% 18:30 18:45 31 0 1 2 1 0 0 3 37.7 35 8.57% 18:45 19:00 38 0 0 1 1 0 1 1 41.4 41 2.44% Period Total 16:30 19:00 329 0 1 15 5 0 1 16 364.3 351 4.56%
Movement From Arm 4 Great West Rd W To Arm 2 Great West Rd E
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 509 6 11 5 14 4 5 22 564.7 554 3.97% 07:45 08:00 516 9 8 5 14 12 5 22 570.9 569 3.87% 08:00 08:15 368 4 2 1 8 5 9 7 393.8 397 1.76% 08:15 08:30 530 9 1 4 15 6 8 14 569 573 2.44% 08:30 08:45 511 6 5 3 8 8 7 14 549.3 548 2.55% 08:45 09:00 476 5 7 5 11 6 3 17 518.2 513 3.31% 09:00 09:15 517 7 10 4 10 5 14 21 577.5 567 3.70% 09:15 09:30 413 4 8 6 8 2 18 18 471 459 3.92% Period Total 07:30 09:30 3840 50 52 33 88 48 69 135 4214.4 4180 3.23%
11:30 11:45 201 4 6 1 3 5 3 11 228 223 4.93% 11:45 12:00 205 7 7 3 3 0 3 17 241.8 228 7.46% 12:00 12:15 196 5 7 5 2 0 4 17 234.4 219 7.76% 12:15 12:30 181 2 7 3 4 1 1 12 208.9 199 6.03% 12:30 12:45 227 1 7 3 2 1 4 11 255.6 245 4.49% 12:45 13:00 218 4 9 2 4 2 1 15 251.7 240 6.25% 13:00 13:15 185 5 6 4 1 1 0 15 214.9 202 7.43% 13:15 13:30 205 6 2 3 2 1 2 11 227.6 221 4.98% Period Total 11:30 13:30 1618 34 51 24 21 11 18 109 1862.9 1777 6.13%
16:30 16:45 230 5 3 6 8 3 2 14 262.2 257 5.45% 16:45 17:00 253 2 2 2 4 3 1 6 267.8 267 2.25% 17:00 17:15 272 1 2 4 8 6 5 7 295.5 298 2.35% 17:15 17:30 312 1 0 3 10 2 2 4 325.9 330 1.21% 17:30 17:45 334 2 1 1 11 5 5 4 351.7 359 1.11% 17:45 18:00 338 0 1 5 13 5 4 6 360.5 366 1.64% 18:00 18:15 309 1 0 3 6 3 3 4 322.5 325 1.23% 18:15 18:30 293 1 0 3 11 3 2 4 307.5 313 1.28% 18:30 18:45 283 1 1 4 5 2 6 6 303.2 302 1.99% 18:45 19:00 281 4 0 2 7 3 7 6 301.4 304 1.97% Period Total 16:30 19:00 2905 18 10 33 83 35 37 61 3098.2 3121 1.95% Movement From Arm 4 Great West Rd W To Arm 3 Syon Lane SE
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 45 0 0 1 3 0 0 1 48.2 49 2.04% 07:45 08:00 37 1 0 0 0 0 0 1 38.5 38 2.63% 08:00 08:15 44 0 1 0 0 0 1 1 47.3 46 2.17% 08:15 08:30 26 1 0 0 0 1 0 1 27.7 28 3.57% 08:30 08:45 44 0 0 0 0 0 0 0 44 44 0.00% 08:45 09:00 45 1 1 0 0 0 1 2 49.8 48 4.17% 09:00 09:15 37 1 1 1 0 0 0 3 42.8 40 7.50% 09:15 09:30 44 1 2 0 1 0 0 3 50.5 48 6.25% Period Total 07:30 09:30 322 5 5 2 4 1 2 12 348.8 341 3.52%
11:30 11:45 33 1 0 0 0 0 0 1 34.5 34 2.94% 11:45 12:00 34 1 1 0 0 0 0 2 37.8 36 5.56% 12:00 12:15 31 0 2 0 0 0 0 2 35.6 33 6.06% 12:15 12:30 38 0 0 1 0 0 1 1 41 40 2.50% 12:30 12:45 35 1 0 0 0 0 0 1 36.5 36 2.78% 12:45 13:00 27 1 0 1 0 0 1 2 31.5 30 6.67% 13:00 13:15 42 0 2 1 0 0 0 3 48.6 45 6.67% 13:15 13:30 31 1 0 1 0 0 0 2 34.5 33 6.06% Period Total 11:30 13:30 271 5 5 4 0 0 2 14 300 287 4.88%
16:30 16:45 33 0 0 0 1 0 0 0 33.4 34 0.00% 16:45 17:00 41 0 0 0 0 0 0 0 41 41 0.00% 17:00 17:15 21 2 0 0 0 0 1 2 25 24 8.33% 17:15 17:30 39 1 0 0 0 0 0 1 40.5 40 2.50% 17:30 17:45 28 0 0 0 1 1 0 0 28.6 30 0.00% 17:45 18:00 40 0 0 0 2 0 0 0 40.8 42 0.00% 18:00 18:15 42 0 0 1 0 0 0 1 44 43 2.33% 18:15 18:30 29 0 1 0 0 0 0 1 31.3 30 3.33% 18:30 18:45 34 0 0 0 0 0 0 0 34 34 0.00% 18:45 19:00 29 0 0 0 0 2 0 0 29.4 31 0.00% Period Total 16:30 19:00 336 3 1 1 4 3 1 5 348 349 1.43%
Movement From Arm 4 Great West Rd W To Arm 4 Great West Rd W
Start End Light Rigid 2 Heavy Bus/Coach M/C P/C Taxi AGVs PCUs All Vehs % AGV 07:30 07:45 4 0 0 0 1 0 0 0 4.4 5 0.00% 07:45 08:00 1 0 0 0 0 0 0 0 1 1 0.00% 08:00 08:15 3 0 0 0 0 0 0 0 3 3 0.00% 08:15 08:30 6 0 0 0 0 0 0 0 6 6 0.00% 08:30 08:45 4 0 0 0 0 0 0 0 4 4 0.00% 08:45 09:00 3 0 0 0 0 0 0 0 3 3 0.00% 09:00 09:15 6 0 0 0 0 0 0 0 6 6 0.00% 09:15 09:30 3 0 0 0 0 0 0 0 3 3 0.00% Period Total 07:30 09:30 30 0 0 0 1 0 0 0 30.4 31 0.00%
11:30 11:45 0 0 0 0 0 0 0 0 0 0 11:45 12:00 5 0 0 0 0 0 0 0 5 5 0.00% 12:00 12:15 4 0 0 0 0 0 0 0 4 4 0.00% 12:15 12:30 3 0 0 0 0 0 0 0 3 3 0.00% 12:30 12:45 4 0 0 0 0 0 0 0 4 4 0.00% 12:45 13:00 0 0 0 0 0 0 0 0 0 0 13:00 13:15 2 0 0 0 0 0 0 0 2 2 0.00% 13:15 13:30 2 1 0 0 0 1 0 1 3.7 4 25.00% Period Total 11:30 13:30 20 1 0 0 0 1 0 1 21.7 22 4.55%
16:30 16:45 7 0 0 0 0 0 0 0 7 7 0.00% 16:45 17:00 1 0 0 0 0 0 0 0 1 1 0.00% 17:00 17:15 2 0 0 0 0 0 0 0 2 2 0.00% 17:15 17:30 4 0 0 0 0 0 0 0 4 4 0.00% 17:30 17:45 1 0 0 0 0 0 0 0 1 1 0.00% 17:45 18:00 3 0 0 0 0 0 0 0 3 3 0.00% 18:00 18:15 2 0 0 0 0 0 0 0 2 2 0.00% 18:15 18:30 3 0 0 0 0 0 0 0 3 3 0.00% 18:30 18:45 4 0 0 0 0 0 0 0 4 4 0.00% 18:45 19:00 5 0 0 1 0 0 0 1 7 6 16.67% Period Total 16:30 19:00 32 0 0 1 0 0 0 1 34 33 3.03%
Appendix D
Video Turning Counts LEAVESDEN July 2007
REPORT ON SURVEY OF
VEHICLE TURNING MOVEMENTS AT THE
NORTHUMBERLAND AVE/SYON LANE
JUNCTION, ISLEWORTH
WEDNESDAY 30th SEPTEMBER 2015
Undertaken on behalf of
Motion
By
High Mast Video Ltd
57 Maisemore Gardens Emsworth Hampshire PO10 7JX Tel: 01243 370444 Fax: 01243 375444
Undertaken by High Mast Video Ltd File name:-Northumberland_Ave_Summary (002) Cover on behalf of Colin Buchanan Video Survey
CAMERA 1, MAIN JUNCTION
CAMERA 2, SYON LANE VIEW SOUTHEAST
CAMERA 3, NORTHUMBERLAND AVENUE VIEW SOUTHWEST
Undertaken by High Mast Video Ltd File name:-Northumberland_Ave_Summary (002) Video Camera Views on behalf of Motion SITE: 3-THREE ARMED PRIORITY JUNCTION OF NORTHUMBERLAND AVE AND SYON LANE ARM A, SYON LANE (NW) DAY/DATE: WEDNESDAY 30th SEPTEMBER 2015AM
TIME MOVEMENT 1, AC MOVEMENT 2, AB MOVEMENT 3, AA From: ARM A, SYON LANE (NW) From: ARM A, SYON LANE (NW) From: ARM A, SYON LANE (NW) Straight: ARM C, SYON LANE (SE) HOUR Right to: ARM B, NORTHUMBERLAND AVENUE HOUR 'U' Turn: ARM A, SYON LANE (NW) HOUR CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's 07:00-07:15 130 26 2 3 1 5 0 167 672 170 13 0 0 0 0 0 0 13 47 13 0 0 0 0 0 0 0 0 0 0 07:15-07:30 133 28 2 2 0 2 1 167 672 169 14 1 0 0 0 0 0 15 44 15 0 0 0 0 0 0 0 0 0 0 07:30-07:45 141 24 5 1 1 3 2 175 675 178 9 0 0 0 0 0 0 9 42 9 0 0 0 0 0 0 0 0 0 0 07:45-08:00 129 25 3 1 1 4 0 163 647 164 10 0 0 0 0 0 0 10 47 10 0 0 0 0 0 0 0 0 0 0 08:00-08:15 146 11 4 1 0 5 0 167 641 167 8 2 0 0 0 0 2 10 57 10 0 0 0 0 0 0 0 0 0 0 08:15-08:30 135 26 3 1 0 5 1 170 610 170 11 2 0 0 0 0 0 13 64 13 0 0 0 0 0 0 0 0 0 0 08:30-08:45 119 22 3 0 0 3 0 147 566 147 13 1 0 0 0 0 0 14 67 14 0 0 0 0 0 0 0 0 1 0 08:45-09:00 126 26 1 1 1 2 0 157 567 159 18 2 0 0 0 0 0 20 62 20 0 0 0 0 0 0 0 0 1 0 09:00-09:15 118 12 4 1 0 1 0 136 571 139 14 2 0 0 0 1 0 17 49 16 0 0 0 0 0 0 0 0 1 0 09:15-09:30 107 14 2 2 0 1 3 126 129 16 0 0 0 0 0 0 16 16 1 0 0 0 0 0 0 1 1 09:30-09:45 117 21 5 2 2 1 1 148 155 9 0 0 0 0 0 0 9 9 0 0 0 0 0 0 0 0 0 09:45-10:00 124 26 6 1 2 2 1 161 166 6 1 0 0 0 0 0 7 7 0 0 0 0 0 0 0 0 0 3 HR TOTAL 1525 261 40 16 8 34 9 1884 1912.4 141 11 0 0 0 1 2 153 152.4 1 0 0 0 0 0 0 1 1
SITE: 3-THREE ARMED PRIORITY JUNCTION OF NORTHUMBERLAND AVE AND SYON LANE ARM B, NORTHUMBERLAND AVENUE DAY/DATE: WEDNESDAY 30th SEPTEMBER 2015AM
TIME MOVEMENT 4, BA MOVEMENT 5, BC MOVEMENT 6, BB From: ARM B, NORTHUMBERLAND AVENUE From: ARM B, NORTHUMBERLAND AVENUE From: ARM B, NORTHUMBERLAND AVENUE Left to: ARM A, SYON LANE (NW) HOUR Right to: ARM C, SYON LANE (SE) HOUR 'U' Turn: ARM B, NORTHUMBERLAND AVENUE HOUR CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's 07:00-07:15 17 3 0 0 0 2 0 22 148 21 0 0 0 0 0 0 3 0 12 0 0 0 0 0 0 0 0 0 0 0 07:15-07:30 28 7 2 0 0 2 1 39 166 39 2 0 0 0 0 0 1 2 20 2 0 0 0 0 0 0 0 0 0 0 07:30-07:45 32 5 0 0 0 0 0 37 179 37 2 0 0 0 0 1 2 3 27 2 0 0 0 0 0 0 0 0 0 0 07:45-08:00 42 7 0 0 0 1 0 50 198 49 6 0 0 0 1 0 1 7 32 8 0 0 0 0 0 0 0 0 0 0 08:00-08:15 36 1 0 0 2 1 1 40 202 41 6 1 1 0 0 0 1 8 25 9 0 0 0 0 0 0 0 0 0 0 08:15-08:30 51 1 0 0 0 0 1 52 209 52 8 0 0 0 0 1 2 9 22 8 0 0 0 0 0 0 0 0 0 0 08:30-08:45 53 3 0 0 0 0 2 56 186 56 8 0 0 0 0 0 1 8 14 8 0 0 0 0 0 0 0 0 0 0 08:45-09:00 50 3 0 0 0 1 3 54 146 53 0 0 0 0 0 0 0 0 9 0 0 0 0 0 0 0 0 0 0 0 09:00-09:15 45 1 0 0 0 1 0 47 115 46 5 0 0 0 0 0 0 5 12 5 0 0 0 0 0 0 0 0 0 0 09:15-09:30 26 2 1 0 0 0 0 29 30 1 0 0 0 0 0 2 1 1 0 0 0 0 0 0 0 0 0 09:30-09:45 13 2 0 0 0 1 0 16 15 3 0 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 09:45-10:00 20 1 1 0 0 1 1 23 23 2 1 0 0 0 0 0 3 3 0 0 0 0 0 0 0 0 0 3 HR TOTAL 413 36 4 0 2 10 9 465 463 43 2 1 0 1 2 13 49 49.3 0 0 0 0 0 0 0 0 0
SITE: 3-THREE ARMED PRIORITY JUNCTION OF NORTHUMBERLAND AVE AND SYON LANE ARM C, SYON LANE (SE) DAY/DATE: WEDNESDAY 30th SEPTEMBER 2015AM
TIME MOVEMENT 7, CB MOVEMENT 8, CA MOVEMENT 9, CC From: ARM C, SYON LANE (SE) From: ARM C, SYON LANE (SE) From: ARM C, SYON LANE (SE) Left to: ARM B, NORTHUMBERLAND AVENUE HOUR Straight: ARM A, SYON LANE (NW) HOUR 'U' Turn: ARM C, SYON LANE (SE) HOUR CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's 07:00-07:15 2 1 0 0 0 0 0 3 5 3 198 33 3 0 3 7 5 244 766 244 0 0 0 0 0 0 0 0 0 0 07:15-07:30 1 0 0 0 0 0 0 1 3 1 142 31 3 0 0 7 1 183 674 180 0 0 0 0 0 0 0 0 0 0 07:30-07:45 1 0 0 0 0 0 0 1 3 1 142 34 2 0 1 10 4 189 659 185 0 0 0 0 0 0 0 0 0 0 07:45-08:00 0 0 0 0 0 0 0 0 7 0 127 16 1 0 2 4 4 150 620 150 0 0 0 0 0 0 0 0 0 0 08:00-08:15 1 0 0 0 0 0 1 1 13 1 124 18 4 0 1 5 10 152 633 152 0 0 0 0 0 0 0 0 0 0 08:15-08:30 1 0 0 0 0 0 0 1 15 1 140 16 3 2 0 7 6 168 626 168 0 0 0 0 0 0 0 0 0 0 08:30-08:45 5 0 0 0 0 0 0 5 18 5 118 21 2 0 1 8 15 150 625 147 0 0 0 0 0 0 0 0 0 0 08:45-09:00 5 0 1 0 0 0 0 6 16 7 128 15 2 0 2 16 12 163 663 156 0 0 0 0 0 0 0 0 0 0 09:00-09:15 3 0 0 0 0 0 0 3 16 3 111 20 3 2 1 8 7 145 682 145 0 0 0 0 0 0 0 0 0 0 09:15-09:30 4 0 0 0 0 0 0 4 4 133 22 6 0 1 5 5 167 168 0 0 0 0 0 0 0 0 0 09:30-09:45 2 1 0 0 0 0 0 3 3 144 31 7 0 2 4 1 188 191 0 0 0 0 0 0 0 0 0 09:45-10:00 5 1 0 0 0 0 0 6 6 146 24 3 1 3 5 2 182 185 0 0 0 0 0 0 0 0 0 3 HR TOTAL 30 3 1 0 0 0 1 34 34.5 1653 281 39 5 17 86 72 2081 2072.4 0 0 0 0 0 0 0 0 0 Undertaken by High Mast Video Ltd File name:-Northumberland_Ave_Summary (002) Northumberlsnd Ave Jct on behalf of Curtins MORNING PEAK SUMMARY DAY/DATE: WEDNESDAY 30th SEPTEMBER 2015
LOCATION: 3-THREE ARMED PRIORITY JUNCTION OF NORTHUMBERLAND AVE AND SYON LANE
TIME MOVEMENT: MOVEMENT: ALL IN TO JUNCTION ALL OUT OF JUNCTION
A B C TOT HR A B C TOT HR 07:00-07:15 180 22 247 449 1650 266 16 167 449 1650 07:15-07:30 182 41 184 407 1579 222 16 169 407 1579 07:30-07:45 184 40 190 414 1585 226 10 178 414 1585 07:45-08:00 173 57 150 380 1551 200 10 170 380 1551 08:00-08:15 177 48 153 378 1571 192 11 175 378 1571 08:15-08:30 183 61 169 413 1546 220 14 179 413 1546 08:30-08:45 161 64 155 380 1477 206 19 155 380 1477 08:45-09:00 177 54 169 400 1464 217 26 157 400 1464 09:00-09:15 153 52 148 353 1446 192 20 141 353 1446 09:15-09:30 143 30 171 344 197 20 127 344 09:30-09:45 157 19 191 367 204 12 151 367 09:45-10:00 168 26 188 382 205 13 164 382 3 HR TOTAL 2038 514 2115 4667 2547 187 1933 4667
Undertaken by High Mast Video Ltd File name:-Northumberland_Ave_Summary (002) Northumberlsnd Ave Jct on behalf of Curtins SITE: 3-THREE ARMED PRIORITY JUNCTION OF NORTHUMBERLAND AVE AND SYON LANE ARM A, SYON LANE (NW) DAY/DATE: WEDNESDAY 30th SEPTEMBER 2015PM
TIME MOVEMENT 1, AC MOVEMENT 2, AB MOVEMENT 3, AA From: ARM A, SYON LANE (NW) From: ARM A, SYON LANE (NW) From: ARM A, SYON LANE (NW) Straight: ARM C, SYON LANE (SE) HOUR Right to: ARM B, NORTHUMBERLAND AVENUE HOUR 'U' Turn: ARM A, SYON LANE (NW) HOUR CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's 16:00-16:15 137 21 2 1 1 3 1 165 640 167 14 12 0 0 0 0 0 26 91 26 0 0 0 0 0 0 0 0 2 0 16:15-16:30 143 17 1 0 0 4 1 165 653 163 16 2 1 0 0 0 0 19 93 20 1 0 0 0 0 0 0 1 2 1 16:30-16:45 135 23 2 0 1 2 5 163 633 164 27 4 0 0 0 0 0 31 105 31 0 0 0 0 0 0 0 0 1 0 16:45-17:00 130 12 1 1 0 3 2 147 628 147 14 1 0 0 0 0 0 15 103 15 1 0 0 0 0 0 0 1 1 1 17:00-17:15 150 14 3 0 2 9 1 178 613 176 27 1 0 0 0 0 0 28 117 28 0 0 0 0 0 0 0 0 0 0 17:15-17:30 122 17 1 0 0 5 6 145 579 143 27 3 0 0 0 1 0 31 126 30 0 0 0 0 0 0 0 0 0 0 17:30-17:45 145 9 0 0 1 3 5 158 565 157 24 3 0 0 0 2 1 29 132 28 0 0 0 0 0 0 0 0 0 0 17:45-18:00 120 7 0 0 1 4 13 132 597 131 27 2 0 0 0 0 2 29 131 29 0 0 0 0 0 0 0 0 0 0 18:00-18:15 126 8 0 0 0 10 6 144 616 138 34 2 0 0 0 1 2 37 126 36 0 0 0 0 0 0 0 0 0 0 18:15-18:30 116 9 1 0 1 4 8 131 130 35 1 0 0 1 0 0 37 38 0 0 0 0 0 0 0 0 0 18:30-18:45 163 13 0 0 1 13 6 190 183 25 2 0 0 0 1 0 28 27 0 0 0 0 0 0 0 0 0 18:45-19:00 133 7 1 1 1 8 3 151 149 23 1 0 0 0 0 1 24 24 0 0 0 0 0 0 0 0 0 4 HR TOTAL 1620 157 12 3 9 68 57 1869 1847.1 293 34 1 0 1 5 6 334 332.5 2 0 0 0 0 0 0 2 2
SITE: 3-THREE ARMED PRIORITY JUNCTION OF NORTHUMBERLAND AVE AND SYON LANE ARM B, NORTHUMBERLAND AVENUE DAY/DATE: WEDNESDAY 30th SEPTEMBER 2015PM
TIME MOVEMENT 4, BA MOVEMENT 5, BC MOVEMENT 6, BB From: ARM B, NORTHUMBERLAND AVENUE From: ARM B, NORTHUMBERLAND AVENUE From: ARM B, NORTHUMBERLAND AVENUE Left to: ARM A, SYON LANE (NW) HOUR Right to: ARM C, SYON LANE (SE) HOUR 'U' Turn: ARM B, NORTHUMBERLAND AVENUE HOUR CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's 16:00-16:15 14 0 0 0 0 0 0 14 72 14 3 1 0 0 0 0 0 4 18 4 0 0 0 0 0 0 0 0 0 0 16:15-16:30 13 2 0 0 0 1 0 16 81 15 5 2 0 0 0 0 0 7 19 7 0 0 0 0 0 0 0 0 0 0 16:30-16:45 18 1 0 0 0 1 0 20 91 19 1 2 0 0 0 1 2 4 15 3 0 0 0 0 0 0 0 0 0 0 16:45-17:00 15 5 1 0 1 0 0 22 93 24 3 0 0 0 0 0 0 3 13 3 0 0 0 0 0 0 0 0 0 0 17:00-17:15 23 0 0 0 0 0 0 23 96 23 5 0 0 0 0 0 0 5 14 5 0 0 0 0 0 0 0 0 0 0 17:15-17:30 26 0 0 0 0 0 0 26 102 26 3 0 0 0 0 0 0 3 18 3 0 0 0 0 0 0 0 0 0 0 17:30-17:45 22 0 0 0 0 0 0 22 122 22 2 0 0 0 0 0 0 2 21 2 0 0 0 0 0 0 0 0 0 0 17:45-18:00 22 3 0 0 0 0 1 25 126 25 4 0 0 0 0 0 0 4 25 4 0 0 0 0 0 0 0 0 0 0 18:00-18:15 27 1 0 0 0 1 0 29 123 28 8 0 0 0 0 1 0 9 23 8 0 0 0 0 0 0 0 0 0 0 18:15-18:30 38 5 0 0 0 3 0 46 44 5 1 0 0 0 0 0 6 6 0 0 0 0 0 0 0 0 0 18:30-18:45 24 1 0 0 0 1 0 26 25 5 1 0 0 0 0 0 6 6 0 0 0 0 0 0 0 0 0 18:45-19:00 20 2 0 0 0 0 0 22 22 2 0 0 0 0 0 0 2 2 0 0 0 0 0 0 0 0 0 4 HR TOTAL 262 20 1 0 1 7 1 291 288.3 46 7 0 0 0 2 2 55 53.8 0 0 0 0 0 0 0 0 0
SITE: 3-THREE ARMED PRIORITY JUNCTION OF NORTHUMBERLAND AVE AND SYON LANE ARM C, SYON LANE (SE) DAY/DATE: WEDNESDAY 30th SEPTEMBER 2015PM
TIME MOVEMENT 7, CB MOVEMENT 8, CA MOVEMENT 9, CC From: ARM C, SYON LANE (SE) From: ARM C, SYON LANE (SE) From: ARM C, SYON LANE (SE) Left to: ARM B, NORTHUMBERLAND AVENUE HOUR Straight: ARM A, SYON LANE (NW) HOUR 'U' Turn: ARM C, SYON LANE (SE) HOUR CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's CAR LGV OGV1 OGV2 PSV MCYL BYCL TOT HOUR PCU's 16:00-16:15 2 0 0 0 0 1 1 3 23 2 189 24 3 3 0 6 4 225 827 227 0 0 0 0 0 0 0 0 0 0 16:15-16:30 7 3 0 0 0 0 1 10 33 10 155 33 3 2 1 5 2 199 783 201 0 0 0 0 0 0 0 0 0 0 16:30-16:45 5 2 0 0 0 0 1 7 32 7 171 31 0 3 0 6 2 211 734 211 0 0 0 0 0 0 0 0 0 0 16:45-17:00 3 0 0 0 0 0 0 3 37 3 154 26 2 1 2 7 0 192 674 192 0 0 0 0 0 0 0 0 0 0 17:00-17:15 12 1 0 0 0 0 0 13 38 13 150 25 0 1 0 5 3 181 650 179 0 0 0 0 0 0 0 0 0 0 17:15-17:30 7 2 0 0 0 0 0 9 30 9 119 23 1 0 1 6 2 150 624 148 0 0 0 0 0 0 0 0 0 0 17:30-17:45 10 2 0 0 0 0 0 12 26 12 134 12 0 0 1 4 1 151 636 150 0 0 0 0 0 0 0 0 0 0 17:45-18:00 2 2 0 0 0 0 2 4 25 4 142 19 2 0 0 5 2 168 683 166 0 0 0 0 0 0 0 0 0 0 18:00-18:15 4 0 0 0 0 1 1 5 28 4 137 14 1 0 1 2 2 155 701 155 0 0 0 0 0 0 0 0 0 0 18:15-18:30 3 0 0 0 0 2 2 5 4 134 18 2 1 1 6 4 162 162 0 0 0 0 0 0 0 0 0 18:30-18:45 9 2 0 0 0 0 1 11 11 178 11 4 0 1 4 3 198 199 0 0 0 0 0 0 0 0 0 18:45-19:00 6 1 0 0 0 0 2 7 7 168 13 1 1 0 3 7 186 186 0 0 0 0 0 0 0 0 0 4 HR TOTAL 70 15 0 0 0 4 11 89 86.6 1831 249 19 12 8 59 32 2178 2175.7 0 0 0 0 0 0 0 0 0
Undertaken by High Mast Video Ltd File name:-Northumberland_Ave_Summary (002) Northumberlsnd Ave Jct on behalf of Curtins EVENING PEAK SUMMARY DAY/DATE: WEDNESDAY 30th SEPTEMBER 2015
LOCATION: 3-THREE ARMED PRIORITY JUNCTION OF NORTHUMBERLAND AVE AND SYON LANE
TIME MOVEMENT: MOVEMENT: ALL IN TO JUNCTION ALL OUT OF JUNCTION
A B C TOT HR A B C TOT HR 16:00-16:15 191 18 228 437 1673 239 29 169 437 1673 16:15-16:30 185 23 209 417 1664 216 29 172 417 1664 16:30-16:45 194 24 218 436 1611 231 38 167 436 1611 16:45-17:00 163 25 195 383 1549 215 18 150 383 1549 17:00-17:15 206 28 194 428 1528 204 41 183 428 1528 17:15-17:30 176 29 159 364 1479 176 40 148 364 1479 17:30-17:45 187 24 163 374 1502 173 41 160 374 1502 17:45-18:00 161 29 172 362 1587 193 33 136 362 1587 18:00-18:15 181 38 160 379 1617 184 42 153 379 1617 18:15-18:30 168 52 167 387 208 42 137 387 18:30-18:45 218 32 209 459 224 39 196 459 18:45-19:00 175 24 193 392 208 31 153 392 4 HR TOTAL 2205 346 2267 4818 2471 423 1924 4818
N
1 2 3
ARM A, SYON LANE (NW)
ARM C, SYON LANE (SE)
9 8 7
4 5 6
ARM B, NORTHUMBERLAND AVENUE
Undertaken by High Mast Video Ltd File name:-Northumberland_Ave_Summary (002) Northumberlsnd Ave Jct on behalf of Curtins
Appendix E
35.7 17.7 ACCESS 40.5 32.9
5.7 17.5 8.8 33.9 ACCESS 12.7 13 22.4 23.9 PFS ACCESS 19.6 17.4 PFS ACCESS15
25 11.7
10.8 34.6
9.5 9 5.5 7.8 34.7 15.2 29.2 ACCESS 95 6.5 4.9 8.7 35.8 8.1 24.3 31.1 6.1 4.9 11.8 12.2 6.9 5.3 7.6 10.5 5.1 27.2 14.3 22.2 3.8 59.8 13 16.4 4.4 23.2 7.6 3.1 29.1 56 10.6 13.8 30.3 26.7 5.9 7.6 14.4 16.6 3.4 4.1 3.6 13.2 5.2 5.7 4.3 5.7 5.4 5.94.9 36.1 15.4 3.2 4 10 5.1 14 3.5 16.4 4.8 37.3 8.5 12.7 5.5 6.1 5.4 43.8 3.9 6.4 18.3 3.5 108.6 3.7 3.2 55.9 9.5 9.9 9.7 60.8 4.5 5.1 103.5 19.8 4.6 12.5 104 78.5 21 17.1 8.6 6.7 14.5 23.4 3.8 4.9 1.6 4.7 14.7 13.3 5.3 5.5 1.8 3.2 4.4 79.4 14.8 16.7 7 13.7 48.9 14.8 28.2 2 6.3 4.4 13.9 6.4 5 12.7 2.7 4.4 12.7 9 15.8 3.7 19.6 6 12.1 15.1 12.1 4.3 19.7 31 5.6 4.1 3.5 7.3 TURNING CIRCLE 12.9 95 24.2 16.9 8.5 5.5 13.7 15.4 33.7 6.2 105.7 20.8 56.7 TURNING AREA KEY: 3.8 10.3 7.5 7.1 3.9 6.5 9.9 = SINGLE YELLOW LINE 9.3 14.2 5.7 120.2 4.8 8.4 28.9 = DOUBLE YELLOW LINE 5.7 6.8 = DROPPED KERB 80 37.2 = KERB BUILD OUT 48.8 5.1 11.8 9.8 = SINGLE YELLOW DROPPED KERB 13 9.7 11.9 9 = RED ROUTE CLEARWAY
= RESIDENT PERMIT MON-FRI 0900-1800
= PEDESTRIAN CROSSING
= MON-SAT 0830-1830 40 MINS
= DISABLED BAY
= BUS STOP
BLANK = UNRESTRICTED K&M TRAFFIC SURVEYS
DATE: 20th, 21st AND 22nd OCTOBER 2015
DAY: TUESDAY, WEDNESDAY, AND THURSDAY TUESDAY 20th WEDNESDAY 21st WEDNESDAY 21st THURSDAY 22nd THURSDAY 22nd THURSDAY 22nd LOCATION: SYON LANE, HOUNSLOW. OCTOBER 2015 OCTOBER 2015 OCTOBER 2015 OCTOBER 2015 OCTOBER 2015 OCTOBER 2015 TIME : 1800 TIME : 0400 TIME : 0700 TIME : 0400 TIME : 0700 TIME : 1800
5 METRE= ROAD NAME ZONE RESTRICTION METRES 1 SPACE
STRESS STRESS STRESS STRESS STRESS STRESS
SPACES SPACES SPACES SPACES SPACES SPACES
PARKED PARKED PARKED PARKED PARKED PARKED
%STREET %STREET %STREET %STREET %STREET %STREET
OBSERVED OBSERVED OBSERVED OBSERVED OBSERVED OBSERVED DOUBLE YELLOW 7.1 NO RESTRICTION 25.4 3 1 3 25.0% 0 4 0.0% 4 0 100.0% 0 4 0.0% 4 0 100.0% 3 1 75.0% NORTHUMBERLAND AVE 1 KERB BUILD OUT 3.8 DROPPED KERB 16.9 1 1 DOUBLE YELLOW 15.1 2 NO RESTRICTION 104.8 20 11 7 61.1% 11 7 61.1% 8 9 47.1% 10 7 58.8% 9 9 50.0% 10 8 55.6% DROPPED KERB 11.9 REDESDALE GARDENS NO RESTRICTION 102.6 20 14 2 87.5% 6 8 42.9% 14 1 93.3% 9 6 60.0% 14 1 93.3% 14 2 87.5% 3 DROPPED KERB 13.7 NO RESTRICTION- TOO NARROW 14.3 NO RESTRICTION BUT WOULDN’T PARK 7.8 4 DROPPED KERB 9.5 DROPPED KERB 23 1 1 NO RESTRICTION 73.4 13 8 5 61.5% 12 1 92.3% 12 1 92.3% 11 2 84.6% 13 1 92.9% 11 2 84.6% 5 WARKWORTH GARDENS DOUBLE YELLOW 12.7 NO RESTRICTION- TOO NARROW 15.2 DOUBLE YELLOW 18.3 6 NO RESTRICTION 66.5 10 8 2 80.0% 5 5 50.0% 6 4 60.0% 5 4 55.6% 6 3 66.7% 8 2 80.0% DROPPED KERB 23.2 DROPPED KERB 6.5 REDESDALE GARDENS 7 NO RESTRICTION- TOO NARROW 12.2 NO RESTRICTION 80.3 14 9 4 69.2% 7 6 53.8% 8 5 61.5% 9 4 69.2% 11 3 78.6% 8 4 66.7% DROPPED KERB 16.6 1 8 DISABLED 9.5 1 1 0 100.0% 1 0 100.0% 1 0 100.0% 1 0 100.0% 1 0 100.0% 1 0 100.0% OTTERBURN GARDENS DOUBLE YELLOW 14.5 DOUBLE YELLOW 13.3 9 NO RESTRICTION 93.9 17 8 5 61.5% 10 3 76.9% 8 5 61.5% 8 5 61.5% 11 3 78.6% 10 5 66.7% DROPPED KERB 13.5 NO RESTRICTION 56 9 2 7 22.2% 2 6 25.0% 4 4 50.0% 2 6 25.0% 4 4 50.0% 8 1 88.9% 10 DROPPED KERB 13.3 REDESDALE GARDENS DROPPED KERB 5.7 11 NO RESTRICTION 103.5 20 13 4 76.5% 17 1 94.4% 14 4 77.8% 18 0 100.0% 17 1 94.4% 16 2 88.9% DOUBLE YELLOW 12.7 DOUBLE YELLOW 5.5 NORTHUMBERLAND AVE 12 NO RESTRICTON 23.8 3 1 3 25.0% 4 1 80.0% 5 0 100.0% 4 1 80.0% 4 1 80.0% 2 1 66.7% DROPPED KERB 5 DOUBLE YELLOW 1.6 OTTERBURN GARDENS 13 NO RESTRICTION 27 4 4 0 100.0% 5 0 100.0% 5 0 100.0% 5 0 100.0% 5 0 100.0% 2 2 50.0% DROPPED KERB 8.3 DOUBLE YELLOW 33 1 NO RESTRICTION 75.3 14 12 2 85.7% 13 1 92.9% 14 0 100.0% 11 3 78.6% 13 1 92.9% 12 2 85.7% WARKWORTH GARDENS 14 KERB BUILD OUT 3.5 DROPPED KERB 12.3 1 1 1 1 RED ROUTE CLEARWAY 17.2 SYON LANE 15 DROPPED KERB 10.8 RED ROUTE CLEARWAY 34.6 2 3 1 PFS ACCESS 39.8 GREAT WEST RD 16 DROPPED KERB 5.7 1 MON-SAT830-630 40MINS 33.9 6 5 1 83.3% 5 0 100.0% 4 1 80.0% 3 2 60.0% 3 2 60.0% 5 1 83.3% PED CROSSING MARKINGS 40.5 PED CROSSING MARKINGS 35.7 DROPPED KERB ACCESS 39.5 SYON LANE 17 SINGLE YELLOW 45.6 RED ROUTE CLEARWAY 41.4 RED ROUTE CLEARWAY 25 PED CROSSING MARKINGS 64.9 ACCESS 34.7 GREAT WEST RD 18 DOUBLE YELLOW 50.1 1 1 1 1 NO RESTRICTION BUT WOULDN’T PARK 60.8 BUS STOP 27.2 DROPPED KERB 5.4 NO RESTRICTION BUT WOULDN’T PARK 78.5 DROPPED KERB 6.1 PED CROSSING MARKINGS 71.9 SYON LANE 19 BUS STOP 13.8 LAY BY NO RESTRICTION 56.4 11 8 2 80.0% 10 0 100.0% 10 0 100.0% 10 0 100.0% 9 1 90.0% 8 2 80.0% DISABLED 5.1 1 1 0 100.0% 0 1 0.0% 0 1 0.0% 0 1 0.0% 0 1 0.0% 1 0 100.0% DOUBLE YELLOW 37 NORTHUMBERLAND AVE 20 DROPPED KERB 13 NO RESTRICTION 10.6 2 2 0 100.0% 2 0 100.0% 2 0 100.0% 2 0 100.0% 2 0 100.0% 1 1 50.0% DOUBLE YELLOW 4.9 NO RESTRICTION 15.5 2 2 0 100.0% 3 0 100.0% 3 0 100.0% 2 1 66.7% 2 1 66.7% 1 1 50.0% HEXHAM GARDENS 21 DROPPED KERB 16.4 KERB BUILD OUT 3.5 DOUBLE YELLOW 9.7 22 DROPPED KERB 5.1 NO RESTRICTION - too narrow 79.4 TURNING CIRCLE- NO RESTRICTION 31 6 2 2 50.0% 4 0 100.0% 2 2 50.0% 3 1 75.0% 4 0 100.0% 4 0 100.0% WARKWORTH GARDENS NO RESTRCITION 71.2 14 14 0 100.0% 13 1 92.9% 13 1 92.9% 12 2 85.7% 11 3 78.6% 13 1 92.9% 23 DISABLED 6 1 1 0 100.0% 1 0 100.0% 1 0 100.0% 1 0 100.0% 1 0 100.0% 1 0 100.0% DOUBLE YELLOW 12.5 DROPPED KERB 8.2 1 1 NO RESTRICTION 23.4 4 2 3 40.0% 5 0 100.0% 5 0 100.0% 4 1 80.0% 4 1 80.0% 3 1 75.0% DROPPED KERB 4.7 NORTHUMBERLAND AVE 24 DISABLED 5.3 1 0 1 0.0% 0 1 0.0% 0 1 0.0% 0 1 0.0% 0 1 0.0% 0 1 0.0% DOUBLE YELLOW 3.2 DOUBLE YELLOW 13.7 25 NO RESTRICTION 95 19 15 1 93.8% 14 2 87.5% 14 2 87.5% 15 1 93.8% 11 3 78.6% 9 7 56.3% TURNING CIRCLE- NO RESTRICTION 33.7 6 2 1 66.7% 4 0 100.0% 3 1 75.0% 4 0 100.0% 4 0 100.0% 4 0 100.0% OTTERBURN GARDENS NO RESTRICTION 90.9 17 13 3 81.3% 16 0 100.0% 15 0 100.0% 15 0 100.0% 14 1 93.3% 14 2 87.5% 26 DROPPED KERB 4.3 1 1 1 1 DOUBLE YELLOW 12.7 DOUBLE YELLOW 7.9 NORTHUMBERLAND AVE 27 DROPPED KERB 15.8 NO RESTRICTION 12.1 2 0 2 0.0% 1 1 50.0% 2 0 100.0% 2 0 100.0% 2 0 100.0% 3 0 100.0% DOUBLE YELLOW 24.7 REDESDALE GARDENS 28 NO RESTRICTION 136.7 27 14 8 63.6% 16 6 72.7% 17 5 77.3% 17 6 73.9% 18 5 78.3% 17 5 77.3% DROPPED KERB 4.8 RES PERMIT MON-FRI 9-6 116.8 19 4 14 22.2% 12 7 63.2% 9 10 47.4% 12 7 63.2% 10 9 52.6% 8 11 42.1% ROTHBURY GARDENS 29 SINGLE YELLOW DROPPED KERB 38.2 DOUBLE YELLOW 2.7 DOUBLE YELLOW 27.9 30 RES PERMIT MON-FRI 9-6 104 20 11 8 57.9% 16 2 88.9% 16 2 88.9% 17 1 94.4% 16 2 88.9% 13 6 68.4% SINGLE YELLOW DROPPED KERB 4.8 DOUBLE YELLOW 28 31 HEXHAM GARDENS SINGLE YELLOW 108.6 DOUBLE YELLOW 2 RES PERMIT MON-FRI 9-6 28.1 7 0 7 0.0% 2 5 28.6% 3 4 42.9% 3 4 42.9% 3 4 42.9% 2 5 28.6% 32 SINGLE YELLOW 11.9 SINGLE YELLOW DROPPED KERB 6.3 SINGLE YELLOW DROPPED KERB 112.5 1 1 2 2 ROTHBURY GARDENS 33 SINGLE YELLOW 77.7 DOUBLE YELLOW 11.9 DOUBLE YELLOW 24.4 1 REDESDALE GARDENS 34 NO RESTRICTIONS 129.9 25 18 4 81.8% 20 1 95.2% 18 3 85.7% 16 5 76.2% 14 8 63.6% 18 5 78.3% DROPPED KERB 13 NO RESTRICTION 35.8 6 1 5 16.7% 2 4 33.3% 5 0 100.0% 2 4 33.3% 5 0 100.0% 2 4 33.3% DROPPED KERB 5.5 1 NORTHUMBERLAND AVE 35 KERB BUILD OUT 3.9 DOUBLE YELLOW 9.3 17
16
15 4 3 18 7 10 20 5 14 19 6
8 21 9 31 13 11 30 24 2 22 32
12 23 27 25
1 26 35 29 33 28
34
Appendix F
86
82 KEY 72 Resident Permit Bay
Existing Disabled Parking Bay Bank 60
SYON LANE
LB Proposed Double Yellow Lines 48 B454 Proposed Single Yellow Line
PO 36 Existing Double Yellow Lines TCB
Dropped Kerb / Driveway
Subway TCB 880 Existing Syon Lane Station CPZ GREAT WEST ROAD
866 Shelter Proposed Six Gardens Suburb CPZ 854
842 838 Proposed Syon Lane Station CPZ Expansion
Cycle Way
2
4 Works
20
885
19
881
883
879 871
869 Northumberland Gardens
3
1
2 16
4 15
4
14
2 TCB 3
1 WARKWORTH GARDENS 12a
18
8 20
6
865 12 2 11
4
Vicarage 10 15
12 13
30 3 32 1
18
20 3
1
17 HEXHAM GARDENS
19
27
25 15
34 13
36
19 17
53 REDESDALE GARDENS
26
15 30 28
13 32
59
57
55
53
47 31 50
29 52
39
35 37 33 30 32 LB
46 9 48 11
66
NORTHUMBERLAND AVENUE 68
51
49 43
41
34
37 39 37
OTTERBURN GARDENS 21 23 50 52 50
52 GARDENS 30
ROTHBURY 67
65
43
41
63
24 27 61
25 ROXBOROUGH AVENUE 70 27 72
29 31 36
25
74
76
8 6
32
62 87 20 85
30
47
12 71
69 10
98 MP .5 100
13
39
16
14
35
10
95
93
20
3 18 98
1
2 Hall
49
FB 88 This map is based upon Ordnance Survey material with 19the permission of 13 Ordnance Survey on behalf of the Controller of Her Majesty's Stationery 47 Office ¤ Crown copyright. Unauthorised reproduction infringes Crown
copyright and11 may lead to prosecution or civil proceedings. 84
43
London Borough of Hounslow 10001926320 2015 21
DOWNS VIEW Drawing Status Project Brendon Walsh, Executive Director - Regeneration,Economic Development & Environment PROPOSED EXTENSION TO SYON LANE STATION Traffic and Transport The Civic Centre, Lampton Road REDe Drawn Approved Date: Scale Size CPZ Hounslow, TW3 4DN AN CS NOV-15 1:1250 A3 Drawing Title Client
Drg No Rev W:\Geodata\Logos\Hounslow_Logo.jpg - - - SIX GARDENS SUBURB N 6GS/DESIGN - Rev Date Description
Appendix G
Date: 29 SEP 2016 09:04 Stick Diagram Page: 1 of 1 (summary)
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
Summary of Accidents Selected Site Reference and Description (zero accident counts shown in bold) Date Period Accidents MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 53
The description of how the accident occurred and the contributory factors are the reporting officer's opinion at the time of reporting and may not be the result of extensive investigation
DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 29 SEP 2016 09:04 Stick Diagram Page: 1 of 6
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 1 2 3 4 5 6 7 8 9 10 Accident Reference 0111TX20187 0111TX20300 0111TX20418 0111TX20503 0111TX20502 0111TX20509 0111TX20578 0111TX20623 0111TX20660 0111TX20766 Day SUNDAY MONDAY TUESDAY THURSDAY WEDNESDAY WEDNESDAY THURSDAY TUESDAY FRIDAY FRIDAY Date 10/04/2011 06/06/2011 05/07/2011 21/07/2011 17/08/2011 17/08/2011 15/09/2011 04/10/2011 14/10/2011 02/12/2011 Time 19:45 10:30 08:45 16:14 22:55 00:33 12:00 16:12 09:30 14:28 Light Conditions LIGHT LIGHT LIGHT LIGHT DARK DARK LIGHT LIGHT LIGHT LIGHT Road Surface DRY DRY DRY WET DRY DRY DRY DRY DRY DRY Severity SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT Conflict
Pedestrian Location X Contributory 802 C001 B 405 V001 A 405 V002 A 408 V001 A 405 V001 A 405 V002 A 403 V002 A 305 V001 A 405 V002 A 405 V001 A Factors 803 C001 B 406 V001 A 406 V002 A 103 V002 A 406 V001 A 406 V002 A 602 V002 B 408 V001 A 406 V002 A 406 V001 A (* denotes pre 2005) 304 V001 B 602 V001 B 308 V002 B 308 V002 A 602 V001 B 602 V002 A 405 V002 A 410 V001 A 602 V002 B 602 V001 B 405 V001 B 406 V002 B 602 V002 B 308 V003 A 306 V002 B 410 V001 A 602 V001 A 306 V001 B 406 V002 B 308 V004 A
Easting/Northing 516240 177350 516480 177180 516280 177330 516130 177320 516260 177370 516260 177370 516490 177180 516180 177360 516270 177360 516260 177370
Pedestrian 7 13 % Site Diagram Wet 9 17 %
Dark 17 32 % N
Severity / Months To 12 03/2012 12 03/2013 12 03/2014 12 03/2015 12 03/2016 Total Pct Fatal 0 0 0 0 0 0 0.0 % Serious 0 1 0 2 0 3 5.7 % Slight 12 9 9 9 11 50 94.3 % Total 12 10 9 11 11 53 Pct 22.6 % 18.9 % 17.0 % 20.8 % 20.8 %
DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 29 SEP 2016 09:04 Stick Diagram Page: 2 of 6
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 11 12 13 14 15 16 17 18 19 20 Accident Reference 0112TX20090 0112TX20109 0112TX20207 0112TX20302 0112TX20434 0112TX20590 0112TX20555 0112TX20707 0112TX20738 0112TA01000 Day TUESDAY WEDNESDAY WEDNESDAY MONDAY THURSDAY SATURDAY FRIDAY WEDNESDAY FRIDAY WEDNESDAY Date 28/02/2012 29/02/2012 25/04/2012 28/05/2012 12/07/2012 01/09/2012 07/09/2012 21/11/2012 30/11/2012 05/12/2012 Time 12:00 16:05 22:50 22:00 17:40 19:12 16:50 19:50 16:45 20:38 Light Conditions LIGHT LIGHT DARK DARK LIGHT LIGHT LIGHT DARK DARK DARK Road Surface DRY DRY WET DRY DRY DRY DRY DRY FROST/ICE DRY Severity SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SERIOUS Conflict
Pedestrian Location 0 Contributory 509 V002 A 405 V002 A 408 V001 A 404 V002 A 408 V001 A 406 V002 A 601 V002 A 406 V002 A 408 V001 A 410 V001 A Factors 405 V002 A 406 V002 A 307 V002 B 405 V002 A 402 V002 A 406 V001 A 602 V002 A 405 V002 A 403 V001 A 602 V001 B (* denotes pre 2005) 602 V002 A 602 V002 A 308 V002 B 406 V002 A 308 V002 A 405 V002 A 408 V002 A 306 V002 B 308 V002 A 405 V001 A 406 V002 A 308 V001 B 405 V001 A
Easting/Northing 516130 177130 516260 177360 516230 177360 516240 177380 516240 177370 516260 177360 516250 177360 516210 177390 516270 177360 516120 177340
DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 29 SEP 2016 09:04 Stick Diagram Page: 3 of 6
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 21 22 23 24 25 26 27 28 29 30 Accident Reference 0113TX20037 0113TX20110 0113TX20280 0113TX20308 0113TX20331 0113TX20376 0113TX20517 0113TX20633 0113TX20729 0114TX20018 Day TUESDAY WEDNESDAY SUNDAY THURSDAY TUESDAY TUESDAY MONDAY SUNDAY TUESDAY FRIDAY Date 29/01/2013 13/03/2013 26/05/2013 13/06/2013 18/06/2013 09/07/2013 02/09/2013 20/10/2013 12/11/2013 10/01/2014 Time 07:25 15:05 20:45 15:05 12:20 07:43 13:45 15:30 17:40 15:48 Light Conditions LIGHT LIGHT DARK LIGHT LIGHT LIGHT LIGHT LIGHT DARK LIGHT Road Surface WET DRY DRY DRY DRY DRY DRY DRY DRY WET Severity SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT Conflict
Pedestrian Location 0 Contributory 802 C001 A 405 V002 A 301 V001 A 410 V001 A 403 V002 A 403 V002 A 405 V002 A 405 V003 A 405 V002 A 408 V002 B Factors 808 C001 A 602 V002 A 401 V002 A 307 V001 B 406 V002 A 406 V002 A 602 V002 A 406 V003 A 407 V002 A 308 V001 A (* denotes pre 2005) 406 V001 A 406 V002 A 405 V002 A 403 V001 B 305 V002 A 601 V002 B 203 V003 A 602 V002 A 408 V001 A 602 V002 A
Easting/Northing 516240 177350 516260 177360 516260 177370 516260 177360 516250 177360 516280 177360 516340 177290 516250 177380 516310 177320 516260 177370
DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 29 SEP 2016 09:04 Stick Diagram Page: 4 of 6
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 31 32 33 34 35 36 37 38 39 40 Accident Reference 0114TX20037 0114TX20299 0114TX20407 0114TX20473 0114TX20902 0114TX29005 0114TX29019 0114TX20988 0115TX20020 0115TX20087 Day FRIDAY MONDAY FRIDAY TUESDAY MONDAY FRIDAY WEDNESDAY SUNDAY SUNDAY THURSDAY Date 24/01/2014 21/04/2014 06/06/2014 24/06/2014 24/11/2014 12/12/2014 24/12/2014 28/12/2014 11/01/2015 05/02/2015 Time 06:41 11:55 23:45 08:40 22:00 16:25 07:55 14:19 16:15 18:55 Light Conditions DARK LIGHT DARK LIGHT DARK LIGHT LIGHT LIGHT LIGHT DARK Road Surface DRY DRY DRY DRY DRY WET DRY DRY DRY WET Severity SLIGHT SERIOUS SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SERIOUS SLIGHT SLIGHT Conflict
Pedestrian Location 0 X X Contributory 806 C001 B 510 V002 A 502 V002 A 405 V001 A 509 V001 A 405 V001 A 405 V001 A 405 V002 A 403 V002 A 703 V001 A Factors 802 C001 A 602 V002 A 410 V002 A 406 V001 A 405 V001 A 707 V001 B 406 V001 A 406 V002 A 405 V002 A 999 V002 A (* denotes pre 2005) 808 C001 A 406 V002 B 602 V002 A 408 V001 A 308 V001 B 602 V002 A 406 V002 A 406 V001 A 403 V002 A
Easting/Northing 516170 177330 516490 177180 516240 177360 516340 177298 516213 177350 516430 177220 516250 177380 516350 177290 516220 177340 516420 177240
DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 29 SEP 2016 09:04 Stick Diagram Page: 5 of 6
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 41 42 43 44 45 46 47 48 49 50 Accident Reference 0115TX20135 0115TX20284 0115TX20516 0115TX20289 0115TX20355 0115TX20751 0115TX20783 0115TX20923 0115TX20877 0115TX20928 Day TUESDAY TUESDAY WEDNESDAY MONDAY TUESDAY MONDAY SUNDAY FRIDAY SATURDAY TUESDAY Date 17/02/2015 31/03/2015 15/04/2015 04/05/2015 19/05/2015 07/09/2015 11/10/2015 06/11/2015 21/11/2015 24/11/2015 Time 13:05 16:38 20:40 16:09 23:15 14:50 17:09 09:30 12:51 14:00 Light Conditions LIGHT LIGHT DARK LIGHT DARK LIGHT LIGHT LIGHT LIGHT LIGHT Road Surface DRY DRY DRY DRY DRY DRY DRY WET DRY DRY Severity SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT Conflict
Pedestrian Location X Contributory 701 V001 B 403 V002 A 405 V002 A 403 V002 A 501 V001 A 403 V002 A 301 V001 B 808 C001 A 308 V002 A 308 V002 A Factors 405 V001 B 406 V002 B 406 V002 A 405 V002 A 602 V001 A 406 V002 A 602 V001 B 803 C001 A 405 V002 A 602 V002 A (* denotes pre 2005) 603 V001 B 602 V002 A 406 V002 A 410 V001 A 405 V002 B 406 V002 A 602 V002 A 406 V002 B 602 V002 A 602 V002 B 903 V001 A
Easting/Northing 516260 177370 516480 177170 516240 177360 516340 177290 516290 177360 516250 177370 516260 177370 516410 177230 516260 177370 516230 177360
DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 29 SEP 2016 09:04 Stick Diagram Page: 6 of 6
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 51 52 53 Accident Reference 0115TX20989 0116TX20042 0116TX20069 Day TUESDAY SATURDAY FRIDAY Date 15/12/2015 16/01/2016 29/01/2016 Time 20:25 11:30 20:30 Light Conditions DARK LIGHT DARK Road Surface WET DRY WET Severity SLIGHT SLIGHT SLIGHT Conflict
Pedestrian Location Contributory 403 V001 A 501 V002 A 403 V002 A Factors 406 V001 A 405 V002 A (* denotes pre 2005) 406 V002 A
Easting/Northing 516480 177170 516190 177350 516310 177310
DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 29 SEP 2016 09:04 Interpreted Listing Page: 1 of 1 (summary)
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional) Summary of Accidents Selected Site Reference and Description (zero accident counts shown in bold) Date Period Accidents MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 53
The description of how the accident occurred and the contributory factors are the reporting officer's opinion at the time of reporting and may not be the result of extensive investigation
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 1 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 1 0111TX20187 SUN 10/04/11 19:45 LIGHT GREAT WEST ROAD J/W SYON LANE. 25 NODE 146 516240/ / 177350 POLICE - OVER COU ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS PED. CROSSING ROAD AT ATS IS HIT BY V1. V1 FTS. CASUALTY 001 (001) (31 Yrs - M TW7 ) SLIGHT PEDESTRIAN CROSSING ROAD ON PED XING N BOUND FROM DRIVERS N/SIDE VEHICLE 001 (000) CAR (? Yrs - U UNKN) GOING AHEAD OTHER E TO W JCT CLEARED x BT - DRV NOT CONTACTED N/S HIT FIRST
C001 B 802 (FAILED TO LOOK PROPERLY) C001 B 803 (FAILED TO JUDGE VEHICLE'S PATH OR SPEED) V001 B 304 (DISOBEYED PEDESTRIAN CROSSING FACILITY) V001 B 405 (FAILED TO LOOK PROPERLY)
2 0111TX20300 MON 06/06/11 10:30 LIGHT SYON LANE J/W SPUR ROAD. 25 NODE 144 516480/ / 177180 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V1 TURNING RIGHT INTO MAIN CARRIAGEWAY COLLIDES WITH V2 APPROACHING FROM RIGHT. CASUALTY 001 (002) (20 Yrs - F UB5 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (28 Yrs - F TW8 ) TURNING RIGHT E TO NW JNY PART OF WORK JCT MID x BT - NOT REQUESTED O/S HIT FIRST
VEHICLE 002 (001) CAR (20 Yrs - F UB5 ) GOING AHEAD OTHER NW TO SE JNY PART OF WORK JCT MID BT - NOT REQUESTED SKIDDED FRONT HIT FIRST
V001 A 405 (FAILED TO LOOK PROPERLY) V001 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V001 B 602 (CARELESS/RECKLESS/IN A HURRY) V002 B 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
3 0111TX20418 TUE 05/07/11 08:45 LIGHT NFL - SYON LANE 35M. SE. OF J/W GREAT WEST ROAD. 25 LINK 144-146 516280/ / 177330 POLICE - OVER COU ROAD-DRY WEATHER-FINE SINGLE CWY NO JUN IN 20M FOOTBRIDGE OR SUBWAY V1 STOPS IN TRAFFIC, V2 FAILS TO REACT AND HITS REAR OF V1, V2 FTS. CASUALTY 001 (001) (21 Yrs - F UB1 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (21 Yrs - F UB1 ) GOING AHEAD HELD UP SE TO NW COMM TO/FROM WORK x BT - DRV NOT CONTACTED BACK HIT FIRST
VEHICLE 002 (001) CAR (? Yrs - M UNKN) SLOWING OR STOPPING SE TO NW BT - DRV NOT CONTACTED FRONT HIT FIRST
V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 B 308 (FOLLOWING TOO CLOSE) V002 B 602 (CARELESS/RECKLESS/IN A HURRY)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 2 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 4 0111TX20503 THU 21/07/11 16:14 LIGHT GREAT WEST ROAD J/W WARKWORTH GARDENS. 25 LINK 125-146 516130/ / 177320 POLICE - AT SCENE ROAD-WET RAINING DUAL CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V1 BRAKES HARD TO AVOID ACCIDENT, V2 THEN HITS REAR OF V1, V3 HITS V2, V4 HITS V3. CASUALTY 001 (001) (25 Yrs - M IP2 ) SLIGHT PASSENGER BACK SEAT VEHICLE 001 (002) CAR (32 Yrs - M NW4 ) SLOWING OR STOPPING E TO W COMM TO/FROM WORK JCT APP x BT - NOT REQUESTED SKIDDED BACK HIT FIRST
VEHICLE 002 (001) GDS =< 3.5T (66 Yrs - M RG42) SLOWING OR STOPPING E TO W COMM TO/FROM WORK JCT APP BT - NOT REQUESTED FRONT HIT FIRST
VEHICLE 003 (002) GDS =< 3.5T (35 Yrs - M TW14) SLOWING OR STOPPING E TO W COMM TO/FROM WORK JCT APP BT - NOT REQUESTED FRONT HIT FIRST
VEHICLE 004 (003) CAR (35 Yrs - M W5 ) SLOWING OR STOPPING E TO W COMM TO/FROM WORK JCT APP BT - NOT REQUESTED FRONT HIT FIRST
V001 A 408 (SUDDEN BRAKING) V002 A 103 (SLIPPERY ROAD (DUE TO WEATHER)) V002 A 308 (FOLLOWING TOO CLOSE) V003 A 308 (FOLLOWING TOO CLOSE) V004 A 308 (FOLLOWING TOO CLOSE)
5 0111TX20502 WED 17/08/11 22:55 DARK GREAT WEST ROAD J/W SYON LANE. 25 NODE 146 516260/ / 177370 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M V1 TURNING RIGHT AT ATS COLLIDES WITH V2 APPROACHING FROM OPPOSITE DIRECTION. CASUALTY 001 (001) (34 Yrs - M W13 ) SLIGHT DRIVER/RIDER CASUALTY 002 (001) (60 Yrs - F W13 ) SLIGHT PASSENGER FRONT SEAT xVEHICLE 001 (002) CAR (34 Yrs - M W13 ) TURNING RIGHT SE TO E JCT MID BT - NOT REQUESTED N/S HIT FIRST
VEHICLE 002 (001) CAR (43 Yrs - M TW3 ) GOING AHEAD OTHER NW TO SE JCT MID BT - NEGATIVE FRONT HIT FIRST
V001 A 405 (FAILED TO LOOK PROPERLY) V001 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V001 B 602 (CARELESS/RECKLESS/IN A HURRY) V002 B 306 (EXCEEDING SPEED LIMIT)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 3 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 6 0111TX20509 WED 17/08/11 00:33 DARK GREAT WEST ROAD J/W SYON LANE. 25 NODE 146 516260/ / 177370 POLICE - OVER COU ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M V2 TURNING RIGHT AT ATS COLLIDES WITH V1 APPROACHING FROM OPPOSITE DIRECTION. CASUALTY 001 (001) (40 Yrs - F SM1 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (40 Yrs - F SM1 ) GOING AHEAD OTHER NW TO SE JCT MID x BT - DRV NOT CONTACTED O/S HIT FIRST
VEHICLE 002 (001) GDS =< 3.5T (? Yrs - M UNKN) TURNING RIGHT SE TO E JCT MID BT - DRV NOT CONTACTED FRONT HIT FIRST
V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)
7 0111TX20578 THU 15/09/11 12:00 LIGHT NFL - SYON LANE J/W SPUR ROAD. 25 NODE 144 516490/ / 177180 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 OVERTAKING ON BEND CAUSES ONCOMING M/C V1 TO SWERVE, LOSE CONTROL AND FALL. V2 FTS. CASUALTY 001 (001) (? Yrs - M TW7 ) SLIGHT DRIVER/RIDER VEHICLE 001 (000) M/C 50-125CC (? Yrs - M TW7 ) GOING AHEAD LEFT BEND S TO NW JCT MID x BT - NOT REQUESTED DID NOT IMPACT
VEHICLE 002 (000) CAR (? Yrs - U UNKN) GOING AHEAD RIGHT BEND NW TO S JCT MID BT - NOT REQUESTED DID NOT IMPACT
V002 A 403 (POOR TURN OR MANOEUVRE) V002 B 602 (CARELESS/RECKLESS/IN A HURRY) V002 A 405 (FAILED TO LOOK PROPERLY) V001 A 410 (LOSS OF CONTROL)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 4 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 8 0111TX20623 TUE 04/10/11 16:12 LIGHT GREAT WEST ROAD 80M. WEST OF J/W SYON LANE. 25 LINK 125-146 516180/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY NO JUN IN 20M NO XING FACILITY IN 50M V1 LOSES CONTROL, LEAVES CARRIAGEWAY AND COLLIDES WITH GARAGE PETROL PUMP. SUSPECT V1 USING GARAGE AS SHORTCUT. CASUALTY 001 (001) (23 Yrs - F TW5 ) SLIGHT PASSENGER BACK SEAT CASUALTY 002 (001) (1 Yrs - M TW5 ) SLIGHT PASSENGER BACK SEAT xVEHICLE 001 (000) CAR (25 Yrs - M UB1 ) GOING AHEAD OTHER W TO E BT - NOT REQUESTED FRONT HIT FIRST
V001 A 305 (ILLEGAL TURN OR DIRECTION OF TRAVEL) V001 A 408 (SUDDEN BRAKING) V001 A 410 (LOSS OF CONTROL) V001 A 602 (CARELESS/RECKLESS/IN A HURRY)
9 0111TX20660 FRI 14/10/11 09:30 LIGHT GREAT WEST ROAD J/W SYON LANE. 25 NODE 146 516270/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS V2 TURNING RIGHT AT ATS COLLIDES WITH V2 APPROACHING FROM OPPOSITE DIRECTION. CASUALTY 001 (001) (26 Yrs - M UB1 ) SLIGHT PASSENGER FRONT SEAT CASUALTY 002 (002) (66 Yrs - F TW7 ) SLIGHT PASSENGER FRONT SEAT xVEHICLE 001 (002) CAR (25 Yrs - M UB2 ) GOING AHEAD OTHER E TO W JCT MID BT - NEGATIVE FRONT HIT FIRST
VEHICLE 002 (001) CAR (76 Yrs - M TW7 ) TURNING RIGHT W TO SE JCT MID BT - NEGATIVE N/S HIT FIRST LEFT CWY ONTO CENTRAL RES HIT KERB V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 B 602 (CARELESS/RECKLESS/IN A HURRY) V001 B 306 (EXCEEDING SPEED LIMIT)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 5 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 10 0111TX20766 FRI 02/12/11 14:28 LIGHT SYON LANE J/W GREAT WEST ROAD. 25 NODE 146 516260/ / 177370 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M V1 TURNING RIGHT AT ATS COLLIDES WITH V2 APPROACHING FROM OPPOSITE DIRECTION. CASUALTY 001 (001) (? Yrs - M UB7 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (? Yrs - M UB7 ) TURNING RIGHT SE TO E JNY PART OF WORK JCT MID x BT - NEGATIVE N/S HIT FIRST
VEHICLE 002 (001) CAR (45 Yrs - F UB2 ) GOING AHEAD OTHER NW TO SE JCT MID BT - NOT PROVD (MEDCL REASONS) FRONT HIT FIRST
V001 A 405 (FAILED TO LOOK PROPERLY) V001 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V001 B 602 (CARELESS/RECKLESS/IN A HURRY) V002 B 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
11 0112TX20090 TUE 28/02/12 12:00 LIGHT REDESDALE GARDENS 30M. SE. OF J/W NORTHUMBERLAND AVENUE. 25 CELL 516000/177000 516130/ / 177130 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY NO JUN IN 20M NO XING FACILITY IN 50M DRIVER OF V2 DISTRACTED AND COLLIDES WITH OMCOMING V1. CASUALTY 001 (001) (34 Yrs - M TW7 ) SLIGHT DRIVER/RIDER CASUALTY 002 (001) (3 Yrs - M TW7 ) SLIGHT PASSENGER BACK SEAT xVEHICLE 001 (002) CAR (34 Yrs - M TW7 ) GOING AHEAD OTHER NW TO SE BT - NEGATIVE FRONT HIT FIRST
VEHICLE 002 (001) CAR (71 Yrs - M TW7 ) GOING AHEAD OTHER SE TO NW BT - NEGATIVE FRONT HIT FIRST
V002 A 509 (DISTRACTION IN VEHICLE) V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 6 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 12 0112TX20109 WED 29/02/12 16:05 LIGHT SYON LANE J/W GREAT WEST ROAD. 25 NODE 146 516260/ / 177360 POLICE - OVER COU ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M V1 WAITING TO TURN RIGHT AT ATS IS HIT IN REAR BY V2. V2 FTS. CASUALTY 001 (001) (50 Yrs - F TW7 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (50 Yrs - F TW7 ) WAITING TO TURN RIGHT NW TO W JCT MID x BT - DRV NOT CONTACTED BACK HIT FIRST
VEHICLE 002 (001) CAR (? Yrs - M UNKN) TURNING RIGHT NW TO W JCT MID BT - DRV NOT CONTACTED FRONT HIT FIRST
V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)
13 0112TX20207 WED 25/04/12 22:50 DARK GREAT WEST ROAD J/W SYON LANE. 25 NODE 146 516230/ / 177360 POLICE - AT SCENE ROAD-WET WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS V1 STATIONARY AT ATS IS HIT IN REAR BY V2. CASUALTY 001 (001) (44 Yrs - M SE17) SLIGHT DRIVER/RIDER CASUALTY 002 (002) (43 Yrs - M N17 ) SLIGHT DRIVER/RIDER xVEHICLE 001 (002) CAR (44 Yrs - M SE17) GOING AHEAD HELD UP W TO E JCT APP BT - NOT REQUESTED BACK HIT FIRST
VEHICLE 002 (001) CAR (43 Yrs - M N17 ) SLOWING OR STOPPING W TO E JCT APP BT - NOT REQUESTED FRONT HIT FIRST
V001 A 408 (SUDDEN BRAKING) V002 B 307 (TRAVELLING TOO FAST FOR CONDITIONS) V002 B 308 (FOLLOWING TOO CLOSE) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 7 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 14 0112TX20302 MON 28/05/12 22:00 DARK SYON LANE J/W GREAT WEST ROAD. 25 NODE 146 516240/ / 177380 POLICE - OVER COU ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS M/C V1 SWERVES TO AVOID INDECISIVE DRIVER OF V2, LOSES CONTROL AND FALLS. V2 FTS. CASUALTY 001 (001) (31 Yrs - M TW13) SLIGHT DRIVER/RIDER VEHICLE 001 (000) M/C 50-125CC (31 Yrs - M TW13) GOING AHEAD OTHER NW TO SE JCT APP x BT - DRV NOT CONTACTED SKIDDED DID NOT IMPACT HIT KERB VEHICLE 002 (000) CAR (? Yrs - F UNKN) TURNING LEFT NW TO E JCT APP BT - DRV NOT CONTACTED DID NOT IMPACT
V002 A 404 (FAILED TO SIGNAL/ MISLEADING SIGNAL) V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V001 B 308 (FOLLOWING TOO CLOSE)
15 0112TX20434 THU 12/07/12 17:40 LIGHT GREAT WEST ROAD J/W SYON LANE 25 NODE 146 516240/ / 177370 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M V1 HAS STOPPED SUDDENLY CAUSING V2 TO COLLIDE WITH REAR OF V1. CASUALTY 001 (001) (6 Yrs - F W9 ) SLIGHT PASSENGER BACK SEAT VEHICLE 001 (002) CAR (29 Yrs - F W4 ) SLOWING OR STOPPING SW TO NE JCT APP x BT - DRV NOT CONTACTED BACK HIT FIRST
VEHICLE 002 (001) CAR (55 Yrs - F NEG1) MOVING OFF SW TO NE JCT APP BT - DRV NOT CONTACTED FRONT HIT FIRST
V001 A 408 (SUDDEN BRAKING) V002 A 402 (JUNCTION RESTART) V002 A 308 (FOLLOWING TOO CLOSE)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 8 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 16 0112TX20590 SAT 01/09/12 19:12 LIGHT SYON LANE J/W GREAT WEST ROAD 25 NODE 146 516260/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M V2 HAS TURNED RIGHT ACROSS PATH OF ONCOMING V1 CAUSING COLLISION. CASUALTY 001 (001) (56 Yrs - F HA3 ) SLIGHT PASSENGER FRONT SEAT VEHICLE 001 (002) CAR (23 Yrs - M HA3 ) GOING AHEAD OTHER SE TO NW JCT MID x BT - NEGATIVE FRONT HIT FIRST
VEHICLE 002 (001) CAR (21 Yrs - F TW11) TURNING RIGHT NW TO SW JCT MID BT - NEGATIVE N/S HIT FIRST
V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V001 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 405 (FAILED TO LOOK PROPERLY) V001 A 405 (FAILED TO LOOK PROPERLY)
17 0112TX20555 FRI 07/09/12 16:50 LIGHT GREAT WEST ROAD J/W SYON LANE 25 NODE 146 516250/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M V2 WHO WAS TRAVELLING AT SPEED, HAS FAILED TO SLOW IN TIME AND COLLIDED WITH REAR OF V1. CASUALTY 001 (001) (48 Yrs - M TW7 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (48 Yrs - M TW7 ) GOING AHEAD HELD UP W TO E JNY PART OF WORK JCT APP x BT - NEGATIVE BACK HIT FIRST
VEHICLE 002 (001) CAR (22 Yrs - M HA2 ) GOING AHEAD OTHER W TO E JNY PART OF WORK JCT APP BT - NEGATIVE FRONT HIT FIRST
V002 A 601 (AGGRESSIVE DRIVING) V002 A 602 (CARELESS/RECKLESS/IN A HURRY) V002 A 408 (SUDDEN BRAKING)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 9 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 18 0112TX20707 WED 21/11/12 19:50 DARK SYON LANE 50M N/W J/W GREAT WEST ROAD 25 LINK 146-746 516210/ / 177390 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY NO JUN IN 20M NO XING FACILITY IN 50M V1 SLOWED TO TURN RIGHT WHEN SOLO V2 COLLIDED WITH REAR OF V1. CASUALTY 001 (002) (28 Yrs - M TW7 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (32 Yrs - M TW8 ) TURNING RIGHT NW TO S x BT - DRV NOT CONTACTED O/S HIT FIRST
VEHICLE 002 (001) M/C > 500CC (28 Yrs - M TW7 ) GOING AHEAD OTHER NW TO SE BT - DRV NOT CONTACTED FRONT HIT FIRST
V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 405 (FAILED TO LOOK PROPERLY) V002 B 306 (EXCEEDING SPEED LIMIT)
19 0112TX20738 FRI 30/11/12 16:45 DARK SYON LANE J/W GREAT WEST ROAD 25 NODE 146 516270/ / 177360 POLICE - OVER COU ROAD-FROST/ICE WEATHER-FINE SINGLE CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M V1 HAS POSSIBLY BRAKED SUDDENLY WHILST TURNING RIGHT CAUSING V2 TO COLLIDE WITH REAR OF V1. CASUALTY 001 (001) (34 Yrs - F RG5 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (34 Yrs - F RG5 ) TURNING RIGHT NW TO SW COMM TO/FROM WORK JCT MID x BT - DRV NOT CONTACTED BACK HIT FIRST
VEHICLE 002 (001) CAR (? Yrs - M TW5 ) TURNING RIGHT NW TO SW JCT MID BT - DRV NOT CONTACTED FRONT HIT FIRST
V001 A 408 (SUDDEN BRAKING) V001 A 403 (POOR TURN OR MANOEUVRE) V002 A 308 (FOLLOWING TOO CLOSE)
20 0112TA01000 WED 05/12/12 20:38 DARK GREAT WEST ROAD 130M W OF J/W SYON LANE 25 LINK 125-146 516120/ / 177340 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY NO JUN IN 20M NO XING FACILITY IN 50M V1 UNKNOWN WHY LOST CONTROL COLLIDING WITH PED CASUALTY 001 (001) (29 Yrs - M UNKN) SERIOUS PEDESTRIAN UNKNOWN VEHICLE 001 (000) CAR (36 Yrs - M TW13) GOING AHEAD OTHER W TO E x BT - NEGATIVE N/S HIT FIRST LEFT CWY NEARSIDE HIT KERB HIT OTH OBJECT V001 A 410 (LOSS OF CONTROL) V001 B 602 (CARELESS/RECKLESS/IN A HURRY) V001 A 405 (FAILED TO LOOK PROPERLY)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 10 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 21 0113TX20037 TUE 29/01/13 07:25 LIGHT GREAT WEST ROAD J/W SYON LANE 25 NODE 146 516240/ / 177350 POLICE - AT SCENE ROAD-WET WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M PED HAS CROSSED THE ROAD INTO PATH OF V1 CAUSING COLLISION. CASUALTY 001 (001) (15 Yrs - M TW7 ) SLIGHT PEDESTRIAN CROSSING ROAD (NOT ON XING) S BOUND FROM DRIVERS O/SIDE VEHICLE 001 (000) CAR (28 Yrs - F TW8 ) GOING AHEAD OTHER NE TO SW COMM TO/FROM WORK JCT CLEARED x BT - NEGATIVE FRONT HIT FIRST
C001 A 802 (FAILED TO LOOK PROPERLY) C001 A 808 (CARELESS/RECKLESS/IN A HURRY) V001 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
22 0113TX20110 WED 13/03/13 15:05 LIGHT GREAT WEST ROAD J/W SYON LANE 25 NODE 146 516260/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 MISJUDGED ATS LIGHTS AND MOVED FORWARD COLLIDING WITH STAT V1 CASUALTY 001 (001) (24 Yrs - F UNKN) SLIGHT PASSENGER FRONT SEAT VEHICLE 001 (002) CAR (43 Yrs - F TW4 ) WAITING TO TURN RIGHT NE TO NW JCT APP x BT - NOT REQUESTED BACK HIT FIRST
VEHICLE 002 (001) GDS =< 3.5T (38 Yrs - M TW8 ) MOVING OFF NE TO SW JNY PART OF WORK JCT APP BT - NOT REQUESTED FRONT HIT FIRST
V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 602 (CARELESS/RECKLESS/IN A HURRY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 11 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 23 0113TX20280 SUN 26/05/13 20:45 DARK SYON LANE J/W GREAT WEST ROAD 25 NODE 146 516260/ / 177370 POLICE - OVER COU ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M V2 HAS POSSIBLY DISOBEYED ATS AND CONTINUED INTO PATH OF V1 WHO WAS TURNING RIGHT CAUSING COLLISION. CASUALTY 001 (001) (38 Yrs - M TW4 ) SLIGHT DRIVER/RIDER CASUALTY 002 (001) (20 Yrs - M TW4 ) SLIGHT PASSENGER FRONT SEAT xVEHICLE 001 (002) CAR (38 Yrs - M TW4 ) TURNING RIGHT SE TO NE COMM TO/FROM WORK JCT MID BT - DRV NOT CONTACTED N/S HIT FIRST
VEHICLE 002 (001) CAR (? Yrs - M TW5 ) GOING AHEAD OTHER NW TO SE JCT MID BT - DRV NOT CONTACTED FRONT HIT FIRST
V001 A 301 (DISOBEYED AUTOMATIC TRAFFIC SIGNAL) V002 A 401 (JUNCTION OVERSHOOT) V002 A 405 (FAILED TO LOOK PROPERLY)
24 0113TX20308 THU 13/06/13 15:05 LIGHT GREAT WEST ROAD J/W SYON LANE 25 NODE 146 516260/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS RIDER V1 LOST CONTROL TURNING RIGHT CASUALTY 001 (001) (18 Yrs - M TW4 ) SLIGHT DRIVER/RIDER VEHICLE 001 (000) M/C 50-125CC (18 Yrs - M TW4 ) TURNING RIGHT W TO SE JCT MID x BT - NOT REQUESTED FRONT HIT FIRST LEFT CWY NEARSIDE HIT KERB HIT OTH OBJECT V001 A 410 (LOSS OF CONTROL) V001 B 307 (TRAVELLING TOO FAST FOR CONDITIONS) V001 B 403 (POOR TURN OR MANOEUVRE)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 12 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 25 0113TX20331 TUE 18/06/13 12:20 LIGHT GREAT WEST ROAD J/W SYON LANE 25 NODE 146 516250/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M V2 ATTEMPTED A U-TURN ACROSS PATH OF SOLO V1 WHO WAS TURNING LEFT, CAUSING V1 TO BRAKE SUDDENLY AND RIDER TO FALL. CASUALTY 001 (001) (56 Yrs - M CM13) SLIGHT DRIVER/RIDER VEHICLE 001 (002) M/C 50-125CC (56 Yrs - M CM13) TURNING LEFT SE TO SW COMM TO/FROM WORK JCT MID x BT - NEGATIVE O/S HIT FIRST
VEHICLE 002 (001) CAR (71 Yrs - F W13 ) U-TURNING SW TO SW COMM TO/FROM WORK JCT MID BT - NEGATIVE DID NOT IMPACT
V002 A 403 (POOR TURN OR MANOEUVRE) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 305 (ILLEGAL TURN OR DIRECTION OF TRAVEL) V001 A 408 (SUDDEN BRAKING)
26 0113TX20376 TUE 09/07/13 07:43 LIGHT GREAT WEST ROAD, JUNCTION WITH SYON LANE 25 NODE 146 516280/ / 177360 POLICE - OVER COU ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS VEH 2 OVERTOOK VEH 1 & THEN CUT ACROSS VEH 1'S PATH IN ORDER TO TURN LEFT, KNOCKING HIM OFF HIS BIKE CASUALTY 001 (001) (44 Yrs - M W3 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) PEDAL CYCLE (44 Yrs - M W3 ) GOING AHEAD OTHER NE TO SW JCT MID x BT - NOT APPLICABLE O/S HIT FIRST
VEHICLE 002 (001) CAR (? Yrs - U UNKN) TURNING LEFT NE TO SE JCT MID BT - DRV NOT CONTACTED N/S HIT FIRST
V002 A 403 (POOR TURN OR MANOEUVRE) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 B 601 (AGGRESSIVE DRIVING) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 13 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 27 0113TX20517 MON 02/09/13 13:45 LIGHT NFL- SYON LANE 49M SE OF J/W NORTHUMBERLAND AVENUE 25 LINK 144-146 516340/ / 177290 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY NO JUN IN 20M NO XING FACILITY IN 50M V2 WAS SIGNALLED TO TURN RIGHT AND COLLIDED WITH V1 CASUALTY 001 (001) (43 Yrs - M UB1 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (43 Yrs - M UB1 ) GOING AHEAD OTHER NW TO SE x BT - NOT REQUESTED FRONT HIT FIRST
VEHICLE 002 (001) CAR (19 Yrs - M MK18) TURNING RIGHT SE TO NE BT - NOT REQUESTED N/S HIT FIRST
V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)
28 0113TX20633 SUN 20/10/13 15:30 LIGHT SYON LANE J/W GREAT WEST ROAD 25 NODE 146 516250/ / 177380 POLICE - AT SCENE ROAD-DRY WEATHER-UNKNOWN SINGLE CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS V1,V2 FACED SOUTHEAST STOPPED IN TRAFFIC, WERE SHUNTED BY V3 CASUALTY 001 (002) (29 Yrs - M EN2 ) SLIGHT DRIVER/RIDER CASUALTY 002 (003) (27 Yrs - F W4 ) SLIGHT DRIVER/RIDER xVEHICLE 001 (002) CAR (33 Yrs - M 1 ) MOVING OFF NW TO SE JCT MID BT - NEGATIVE BACK HIT FIRST
VEHICLE 002 (003) CAR (29 Yrs - M EN2 ) MOVING OFF NW TO SE JCT MID BT - NEGATIVE BACK HIT FIRST
VEHICLE 003 (002) CAR (27 Yrs - F W4 ) SLOWING OR STOPPING NW TO SE JCT MID BT - NEGATIVE FRONT HIT FIRST
V003 A 405 (FAILED TO LOOK PROPERLY) V003 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V003 A 203 (DEFECTIVE BRAKES)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 14 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 29 0113TX20729 TUE 12/11/13 17:40 DARK SYON LANE J/W NOTHUMBERLAND AVENUE 25 LINK 144-146 516310/ / 177320 POLICE - OVER COU ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V1 WAITING TO TURN RIGHT WAS HIT BY ONCOMING V2 PASSING CASUALTY 001 (001) (31 Yrs - M TW7 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) M/C > 500CC (31 Yrs - M TW7 ) WAITING TO TURN RIGHT NW TO SW JCT MID x BT - DRV NOT CONTACTED O/S HIT FIRST
VEHICLE 002 (001) CAR (? Yrs - M TW8 ) GOING AHEAD OTHER SE TO NW JCT MID BT - DRV NOT CONTACTED O/S HIT FIRST
V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 407 (PASSING TOO CLOSE TO CYCLIST, HORSE RIDER OR PEDESTRIAN) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)
30 0114TX20018 FRI 10/01/14 15:48 LIGHT GREAT WEST RD J/W SYON LANE 25 NODE 146 516260/ / 177370 POLICE - AT SCENE ROAD-WET WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG NO XING FACILITY IN 50M AS V2 BRAKED V1 HIT V2''S REAR. CASUALTY 001 (002) (49 Yrs - F TW7 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (62 Yrs - M TW5) GOING AHEAD OTHER NW TO SE JCT MID x BT - NEGATIVE FRONT HIT FIRST
VEHICLE 002 (001) CAR (49 Yrs - F TW7 ) SLOWING OR STOPPING NW TO SE JCT MID BT - NEGATIVE BACK HIT FIRST
V002 B 408 (SUDDEN BRAKING) V001 A 308 (FOLLOWING TOO CLOSE)
31 0114TX20037 FRI 24/01/14 06:41 DARK GREAT WEST RD 100M SOUTH WEST OF J/W SYON LANE 25 LINK 125-146 516170/ / 177330 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY NO JUN IN 20M NO XING FACILITY IN 50M PED RAN INTO PATH OF V1, CAUSING COLLISION. CASUALTY 001 (001) (65 Yrs - M TW7 ) SLIGHT PEDESTRIAN UNKNOWN FROM DRIVERS N/SIDE VEHICLE 001 (000) M/C > 500CC (? Yrs - M UNKN) GOING AHEAD OTHER NE TO SW JNY PART OF WORK x BT - NEGATIVE FRONT HIT FIRST
C001 B 806 (IMPAIRED BY ALCOHOL) C001 A 802 (FAILED TO LOOK PROPERLY) C001 A 808 (CARELESS/RECKLESS/IN A HURRY) V001 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 15 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 32 0114TX20299 MON 21/04/14 11:55 LIGHT SYON LANE J/W SPUR ROAD 25 NODE 144 516490/ / 177180 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT ZEBRA V1 STAT FROR PED TO CROSS, V2 HIT V1'S REAR PUSHING V1 TO PED CASUALTY 001 (001) (31 Yrs - M SW19) SERIOUS PEDESTRIAN CROSSING ROAD ON PED XING UNKNOWN CASUALTY 002 (001) (20 Yrs - F TW7 ) SLIGHT PASSENGER FRONT SEAT xCASUALTY 003 (001) (19 Yrs - F TW4 ) SLIGHT PASSENGER BACK SEAT VEHICLE 001 (002) CAR (21 Yrs - M TW4 ) GOING AHEAD HELD UP SE TO NW JCT APP BT - NEGATIVE BACK HIT FIRST
VEHICLE 002 (001) CAR (66 Yrs - F W5 ) GOING AHEAD OTHER SE TO NW JCT APP BT - NEGATIVE FRONT HIT FIRST
V002 A 510 (DISTRACTION OUTSIDE VEHICLE) V002 A 602 (CARELESS/RECKLESS/IN A HURRY) V002 B 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
33 0114TX20407 FRI 06/06/14 23:45 DARK GREAT WEST ROAD J/W SYON LANE. 25 NODE 146 516240/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS V2 LOST CONTROL & HIT A TRAFFIC LIGHT, THEN HIT V1, V3 & V4. CASUALTY 001 (001) (32 Yrs - M UB2 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) M/C 50-125CC (32 Yrs - M UB2 ) WAITING TO TURN RIGHT W TO SE JNY PART OF WORK JCT APP x BT - NOT PROVD (MEDCL REASONS) FRONT HIT FIRST
VEHICLE 002 (001) CAR (23 Yrs - M TW8 ) GOING AHEAD OTHER E TO W JCT MID BT - NEGATIVE SKIDDED N/S HIT FIRST LEFT CWY OFFSIDE HIT KERB HIT RD SIGN/ATS VEHICLE 003 (001) CAR (42 Yrs - F TW7 ) GOING AHEAD HELD UP E TO W JCT APP BT - NEGATIVE O/S HIT FIRST
VEHICLE 004 (002) GDS =< 3.5T (31 Yrs - M SE18) WAITING TO TURN RIGHT W TO SE JCT APP BT - NEGATIVE FRONT HIT FIRST
V002 A 502 (IMPAIRED BY DRUGS (ILLICIT OR MEDICINAL)) V002 A 410 (LOSS OF CONTROL) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 16 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 34 0114TX20473 TUE 24/06/14 08:40 LIGHT NFL: SYON LANE 50M SE J/W NORTHUMBERLAND AVENUE 25 LINK 144-146 516340/ / 177298 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY NO JUN IN 20M NO XING FACILITY IN 50M NW-BD V1 TURNED RIGHT AS V2 BEGAN OVERTAKE TO V1 O/S, AND COLLIDED CASUALTY 001 (001) (29 Yrs - M TW7 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) M/C 125-500CC (29 Yrs - M TW7 ) OVERTAKE MOVE VEH O/S SE TO NW JNY PART OF WORK x BT - NEGATIVE O/S HIT FIRST
VEHICLE 002 (001) CAR (44 Yrs - F TW1 ) TURNING RIGHT SE TO NE JNY PART OF WORK BT - NOT REQUESTED O/S HIT FIRST
V001 A 405 (FAILED TO LOOK PROPERLY) V001 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V001 A 408 (SUDDEN BRAKING)
35 0114TX20902 MON 24/11/14 22:00 DARK A4 GREAT WEST ROAD J/W SYON LANE [GILLETTE CORNER] 25 NODE 146 516213/ / 177350 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS W/B V1 DISTRACTED WHEN DRIVING COLLIDED WITH V2 AHEAD CASUALTY 001 (001) (52 Yrs - F CT19) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (52 Yrs - F CT19) SLOWING OR STOPPING E TO W JCT MID x BT - NOT REQUESTED FRONT HIT FIRST
VEHICLE 002 (001) CAR (19 Yrs - M UB7 ) SLOWING OR STOPPING E TO W JCT MID BT - NEGATIVE BACK HIT FIRST
V001 A 509 (DISTRACTION IN VEHICLE) V001 A 405 (FAILED TO LOOK PROPERLY) V001 B 308 (FOLLOWING TOO CLOSE)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 17 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 36 0114TX29005 FRI 12/12/14 16:25 LIGHT SYON LANE J/W SYON GATE WAY 25 LINK 144-146 516430/ / 177220 POLICE - AT SCENE ROAD-WET RAINING SINGLE CWY T/STAG JUN GIVE WAY/UNCONT ZEBRA SE-BD V2 WAITED AT ZEBRA IN WET CONDITIONS; WAS STRUCK BY PED CAS WHO HAD BEEN HIT BY NW-BD V1 CASUALTY 001 (001) (15 Yrs - F 1 ) SLIGHT PEDESTRIAN CROSSING ROAD ON PED XING SW BOUND FROM DRIVERS O/SIDE Sch Attended : N/K xCASUALTY 002 (001) (24 Yrs - F TW7 ) SLIGHT PEDESTRIAN CROSSING ROAD ON PED XING SW BOUND FROM DRIVERS O/SIDE VEHICLE 001 (000) CAR (? Yrs - U 1 ) GOING AHEAD OTHER SE TO NW JCT MID BT - DRV NOT CONTACTED FRONT HIT FIRST
VEHICLE 002 (000) CAR (76 Yrs - M NW6 ) GOING AHEAD HELD UP NW TO SE JCT MID BT - NOT REQUESTED O/S HIT FIRST
V001 A 405 (FAILED TO LOOK PROPERLY) V001 B 707 (VISION AFFECTED - RAIN, SLEET, SNOW, OR FOG)
37 0114TX29019 WED 24/12/14 07:55 LIGHT SYON LANE J/W GREAT WEST ROAD [A4] 25 NODE 146 516250/ / 177380 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY MINI AUTO SIG PEDN PHASE AT ATS SE-BD V1 MOVED OFF FROM ATS, ASSUMED V2 AHEAD HAD MOVED; V1 SHUNTED V2 CASUALTY 001 (002) (30 Yrs - M UB6 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (45 Yrs - F TW3 ) MOVING OFF NW TO SE JNY PART OF WORK JCT MID x BT - NEGATIVE FRONT HIT FIRST
VEHICLE 002 (001) CAR (30 Yrs - M UB6 ) MOVING OFF NW TO SE JNY PART OF WORK JCT MID BT - NEGATIVE BACK HIT FIRST LEFT CWY NEARSIDE V001 A 405 (FAILED TO LOOK PROPERLY) V001 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 18 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 38 0114TX20988 SUN 28/12/14 14:19 LIGHT SYON LANE, 58 METRES SE OF NORTHUMBERLAND AVENUE. 25 LINK 144-146 516350/ / 177290 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY PRIV DRIVE GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 PULLED OUT OF JUNCTION IN PATH OF V1 CAUSING COLLISION. CASUALTY 001 (002) (85 Yrs - F TW4 ) SERIOUS DRIVER/RIDER CASUALTY 002 (002) (81 Yrs - F TW4 ) SERIOUS PASSENGER FRONT SEAT xVEHICLE 001 (002) CAR (53 Yrs - M TW7 ) GOING AHEAD OTHER NW TO SE JCT APP BT - NEGATIVE N/S HIT FIRST
VEHICLE 002 (001) CAR (85 Yrs - F TW4 ) TURNING RIGHT NE TO NW JCT APP BT - NOT PROVD (MEDCL REASONS) O/S HIT FIRST
V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 602 (CARELESS/RECKLESS/IN A HURRY) V002 A 403 (POOR TURN OR MANOEUVRE)
39 0115TX20020 SUN 11/01/15 16:15 LIGHT NFL: GREAT WEST ROAD 45M SW J/W SYON LANE 25 LINK 125-146 516220/ / 177340 POLICE - OVER COU ROAD-DRY WEATHER-FINE DUAL CWY NO JUN IN 20M NO XING FACILITY IN 50M W/B V1 IN LANE 2/3 STRUCK BY W/B V2 CHANGING LANE TO LEFT CASUALTY 001 (001) (34 Yrs - F TW4 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (34 Yrs - F TW4 ) GOING AHEAD OTHER E TO W x BT - DRV NOT CONTACTED FRONT HIT FIRST
VEHICLE 002 (001) TAXI (? Yrs - F 1 ) CHANGE LANE TO LEFT E TO W BT - DRV NOT CONTACTED N/S HIT FIRST
V002 A 403 (POOR TURN OR MANOEUVRE) V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 19 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 40 0115TX20087 THU 05/02/15 18:55 DARK SYON GATE WAY J/W SYON LANE 25 LINK 144-146 516420/ / 177240 POLICE - AT SCENE ROAD-WET WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT ZEBRA V1 TURNED RIGHT JOINING MAIN ROAD N/B, COLLIDED WTH SE-BD V2 IN MAIN ROAD - [FILTERING BETWN MOVING VEHS (V002)] CASUALTY 001 (002) (31 Yrs - M TW2 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (47 Yrs - M UB8 ) TURNING RIGHT NE TO NW COMM TO/FROM WORK JCT CLEARED x BT - NOT REQUESTED O/S HIT FIRST
VEHICLE 002 (001) PEDAL CYCLE (31 Yrs - M TW2 ) GOING AHEAD OTHER NW TO SE COMM TO/FROM WORK JCT MID BT - NOT APPLICABLE FRONT HIT FIRST LEFT CWY NEARSIDE V001 A 703 (VISION AFFECTED - ROAD LAYOUT (EG. BEND, WINDING ROAD, HILL CREST) V002 A 999 (OTHER FACTOR)
41 0115TX20135 TUE 17/02/15 13:05 LIGHT GREAT WEST ROAD J/W SYON LANE 25 NODE 146 516260/ / 177370 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS N/B V1 TURNED RIGHT INTO MAJOR ROAD, INTO PATH OF S/B V2 WHO HAD RIGHT OF WAY CASUALTY 001 (002) (75 Yrs - F TW10) SLIGHT PASSENGER FRONT SEAT VEHICLE 001 (002) CAR (29 Yrs - F GU21) TURNING RIGHT SE TO NE JCT MID x BT - NOT REQUESTED FRONT HIT FIRST
VEHICLE 002 (001) CAR (73 Yrs - M TW10) GOING AHEAD OTHER NW TO SE JCT MID BT - NOT REQUESTED FRONT HIT FIRST
V001 B 701 (VISION AFFECTED - STATIONARY OR PARKED VEHICLE(S)) V001 B 405 (FAILED TO LOOK PROPERLY) V001 B 603 (NERVOUS/UNCERTAIN/ PANIC)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 20 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 42 0115TX20284 TUE 31/03/15 16:38 LIGHT SPUR ROAD J/W SYON LANE 25 NODE 144 516480/ / 177170 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M N/B V1 JOINED MAIN ROAD; N/B V2 WAS STRUCK O/S BY V1 CASUALTY 001 (002) (25 Yrs - M TW14) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (40 Yrs - F TW8 ) TURNING RIGHT E TO N JCT MID x BT - NOT REQUESTED O/S HIT FIRST
VEHICLE 002 (001) M/C 50-125CC (25 Yrs - M TW14) GOING AHEAD OTHER S TO N JCT MID BT - NOT REQUESTED FRONT HIT FIRST
V002 A 403 (POOR TURN OR MANOEUVRE) V002 B 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
43 0115TX20516 WED 15/04/15 20:40 DARK GREAT WEST ROAD J/W SYON LANE. 25 NODE 146 516240/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS V1 STOPPED AT RED ATS. V2 TRAVELLING BEHIND FAILED TO STOP IN TIME & HIT REAR OF V1. CASUALTY 001 (001) (25 Yrs - M TW7 ) SLIGHT DRIVER/RIDER CASUALTY 002 (002) (21 Yrs - M TW7 ) SLIGHT DRIVER/RIDER xVEHICLE 001 (002) CAR (25 Yrs - M TW7 ) WAITING TO TURN RIGHT W TO SE JCT APP BT - DRV NOT CONTACTED BACK HIT FIRST
VEHICLE 002 (001) CAR (21 Yrs - M TW7 ) GOING AHEAD OTHER W TO E JCT APP BT - DRV NOT CONTACTED FRONT HIT FIRST
V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 21 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 44 0115TX20289 MON 04/05/15 16:09 LIGHT SYON LANE, 50 METRES SE OF NORTHUMBERLAND AVENUE. 25 LINK 144-146 516340/ / 177290 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY PRIV DRIVE GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 PULLED OUT OF CAR PARK & HIT ON-COMING V1. CASUALTY 001 (001) (34 Yrs - M TW13) SLIGHT DRIVER/RIDER VEHICLE 001 (002) M/C > 500CC (34 Yrs - M TW13) GOING AHEAD OTHER SE TO NW JCT MID x BT - DRV NOT CONTACTED O/S HIT FIRST
VEHICLE 002 (001) CAR (27 Yrs - M TW7 ) TURNING RIGHT NE TO NW JCT MID BT - DRV NOT CONTACTED FRONT HIT FIRST
V002 A 403 (POOR TURN OR MANOEUVRE) V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)
45 0115TX20355 TUE 19/05/15 23:15 DARK GREAT WEST ROAD, J/W SYON LANE 25 NODE 146 516290/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY MULTI JUN AUTO SIG NO XING FACILITY IN 50M V1 & V2 BLAME EACH OTHER FOR DRIFTING INTO EACH OTHERS LANE & CAUSING COLLISION, V1 ARRESTED FOR DRINK DRIVE CASUALTY 001 (001) (30 Yrs - M TW7 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) M/C 125-500CC (30 Yrs - M TW7 ) GOING AHEAD OTHER NE TO SW JCT APP x BT - POSITIVE O/S HIT FIRST
VEHICLE 002 (001) CAR (35 Yrs - M TW4 ) GOING AHEAD OTHER NE TO SW JCT APP BT - NEGATIVE N/S HIT FIRST
V001 A 501 (IMPAIRED BY ALCOHOL) V001 A 602 (CARELESS/RECKLESS/IN A HURRY) V001 A 410 (LOSS OF CONTROL)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 22 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 46 0115TX20751 MON 07/09/15 14:50 LIGHT GREAT WEST ROAD J/W SYON LANE [GILLETTE CORNER] 25 NODE 146 516250/ / 177370 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS N/B V1 TURNING RIGHT IN JUNCTION COLLIDED WITH V2 ALSO TURNING RIGHT IN 2-LANE ROAD LAYOUT CASUALTY 001 (001) (34 Yrs - M UB2 ) SLIGHT DRIVER/RIDER CASUALTY 002 (001) (32 Yrs - F UB2 ) SLIGHT PASSENGER FRONT SEAT xVEHICLE 001 (002) CAR (34 Yrs - M UB2 ) TURNING RIGHT S TO E JCT MID BT - DRV NOT CONTACTED O/S HIT FIRST
VEHICLE 002 (001) GDS 3.5-7.5T (? Yrs - M 1 ) TURNING RIGHT S TO E JNY PART OF WORK JCT MID BT - DRV NOT CONTACTED FRONT HIT FIRST
V002 A 403 (POOR TURN OR MANOEUVRE) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
47 0115TX20783 SUN 11/10/15 17:09 LIGHT A4 GREAT WEST ROAD J/W SYON LANE 25 NODE 146 516260/ / 177370 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS SE-BD V1 ENTERED JUNCTION, INTENDED AHEAD; NW-BD V2 TURNED RIGHT AND COLLIDED CASUALTY 001 (002) (21 Yrs - M W5 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (32 Yrs - M PL8 ) GOING AHEAD OTHER SW TO NE JCT MID x BT - NOT REQUESTED FRONT HIT FIRST
VEHICLE 002 (001) CAR (21 Yrs - M W5 ) TURNING RIGHT SE TO NE JCT MID BT - NOT REQUESTED FRONT HIT FIRST
V001 B 301 (DISOBEYED AUTOMATIC TRAFFIC SIGNAL) V001 B 602 (CARELESS/RECKLESS/IN A HURRY) V002 B 405 (FAILED TO LOOK PROPERLY) V002 B 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 B 602 (CARELESS/RECKLESS/IN A HURRY)
48 0115TX20923 FRI 06/11/15 09:30 LIGHT SYON LANE J/W SYON GATE WAY 25 LINK 144-146 516410/ / 177230 POLICE - AT SCENE ROAD-WET RAINING SINGLE CWY T/STAG JUN GIVE WAY/UNCONT PELICAN OR SIMILAR NW-BD V1 CROSSED VACANT PELICAN X COULD NOT AVOID PED CAS CROSSING AGAINST RED MAN CASUALTY 001 (001) (23 Yrs - F TW10) SLIGHT PEDESTRIAN CROSSING ROAD ON PED XING NE BOUND FROM DRIVERS N/SIDE VEHICLE 001 (000) CAR (80 Yrs - M TW7 ) SLOWING OR STOPPING SE TO NW JCT MID x BT - NOT REQUESTED N/S HIT FIRST
C001 A 808 (CARELESS/RECKLESS/IN A HURRY) C001 A 803 (FAILED TO JUDGE VEHICLE'S PATH OR SPEED)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 23 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 49 0115TX20877 SAT 21/11/15 12:51 LIGHT GREAT WEST ROAD J/W SYON LANE 25 NODE 146 516260/ / 177370 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS V2 DROVE INTO REAR OF V1 WHO SLOWED FOR ATS JUNC DUE TO UNK EMERGENCY VEH CROSSING JUNC CASUALTY 001 (001) (49 Yrs - F SW5 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (49 Yrs - F SW5 ) SLOWING OR STOPPING NE TO SW JCT MID x BT - NOT REQUESTED BACK HIT FIRST
VEHICLE 002 (001) CAR (47 Yrs - M NN3 ) GOING AHEAD OTHER NE TO SW JCT MID BT - NOT REQUESTED FRONT HIT FIRST
V002 A 308 (FOLLOWING TOO CLOSE) V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 602 (CARELESS/RECKLESS/IN A HURRY) V001 A 903 (EMERGENCY VEHICLE ON CALL)
50 0115TX20928 TUE 24/11/15 14:00 LIGHT GREAT WEST ROAD J/W SYON LANE 25 NODE 146 516230/ / 177360 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS V1 STOPPED AT ATS V2 COLLIDED REAR V1 CASUALTY 001 (002) (78 Yrs - F TW14) SLIGHT PASSENGER FRONT SEAT VEHICLE 001 (002) CAR (58 Yrs - M B31 ) GOING AHEAD HELD UP SW TO NE JCT MID x BT - NOT REQUESTED BACK HIT FIRST
VEHICLE 002 (001) CAR (75 Yrs - M TW14) SLOWING OR STOPPING SW TO NE JCT MID BT - NOT REQUESTED FRONT HIT FIRST
V002 A 308 (FOLLOWING TOO CLOSE) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 24 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 51 0115TX20989 TUE 15/12/15 20:25 DARK SYON LANE J/W SPUR ROAD 25 NODE 144 516480/ / 177170 POLICE - AT SCENE ROAD-WET WEATHER-FINE SINGLE CWY MINI GIVE WAY/UNCONT ZEBRA NW-BD V1 PULLED OUT INTO MAIN ROAD, COLLIDED WITH S/B V2 CASUALTY 001 (002) (44 Yrs - M KT13) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (58 Yrs - M TW7 ) TURNING RIGHT E TO NW JNY PART OF WORK JCT MID x BT - NEGATIVE FRONT HIT FIRST
VEHICLE 002 (001) PEDAL CYCLE (44 Yrs - M KT13) GOING AHEAD OTHER NE TO SW JCT MID BT - NOT APPLICABLE N/S HIT FIRST
V001 A 403 (POOR TURN OR MANOEUVRE) V001 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
52 0116TX20042 SAT 16/01/16 11:30 LIGHT NFL: A4 75M W J/W SYON LANE 25 LINK 125-146 516190/ / 177350 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY NO JUN IN 20M NO XING FACILITY IN 50M E/B V1 IN LN1/3 WAS SHUNTED BY V2 CASUALTY 001 (001) (30 Yrs - M SN2 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (30 Yrs - M SN2 ) SLOWING OR STOPPING W TO E x BT - NEGATIVE BACK HIT FIRST
VEHICLE 002 (001) CAR (25 Yrs - M SL2 ) GOING AHEAD OTHER W TO E BT - DRV NOT CONTACTED FRONT HIT FIRST
V002 A 501 (IMPAIRED BY ALCOHOL)
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 29 SEP 2016 09:04 Interpreted Listing Page: 25 of 25
Gillette Corner GIS Area Collisions - 5 years to 31- Mar -2016 (provisional)
MD01 GIS AREA B25_Gillette_Cnr1 (P) 60 MTS TO MAR-2016 SORTED BY DATE 53 0116TX20069 FRI 29/01/16 20:30 DARK SYON LANE J/W NORTHUMBERLAND AVENUE 25 LINK 144-146 516310/ / 177310 POLICE - AT SCENE ROAD-WET WEATHER-FINE SINGLE CWY CROSSROADS AUTO SIG PEDN PHASE AT ATS NW-BD V1 MAIN ROAD GAVE WAY TO ANON VEHICLE, WAS SHUNTED BY V2 CASUALTY 001 (001) (24 Yrs - M TW19) SLIGHT DRIVER/RIDER CASUALTY 002 (001) (21 Yrs - F TW19) SLIGHT PASSENGER FRONT SEAT xVEHICLE 001 (002) CAR (24 Yrs - M TW19) GOING AHEAD HELD UP SE TO NW COMM TO/FROM WORK JCT MID BT - NOT REQUESTED BACK HIT FIRST
VEHICLE 002 (001) CAR (? Yrs - F 1 ) MOVING OFF SE TO NW JCT MID BT - DRV NOT CONTACTED FRONT HIT FIRST
V002 A 403 (POOR TURN OR MANOEUVRE) V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)
End of Accidents for MD01 GIS AREA B25_Gillette_Cnr1 (P) End of Report
DHARMARAJM LAAU - Accident Analysis System RACCM28INTL
Appendix H
TRANSPORT FOR LONDON
PTAL output for 2011 (Base year) Map key - PTAL 2 0 (W orst) 1a 1b 2 27 Northumberland Ave, Isleworth TW7 5HZ, UK 3 4 5 6a Easting: 516250, Northing: 177303 6b (Best) Grid Cell: 64960 Map layers PTAL (cell size: 100m) Report generated: 18/11/2016
Calculation Parameters Day of Week M-F Time Period AM Peak Walk Speed 4.8 kph Bus Node Max. Walk Access Time (mins) 8 Bus Reliability Factor 2.0 LU Station Max. Walk Access Time (mins) 12 LU Reliability Factor 0.75 National Rail Station Max. Walk Access Time (mins) 12 National Rail Reliability Factor 0.75
Copyright TfL 2016 1 / 2 Calculation data Mode Stop Route Distance (metres) Frequency (vph) Walk Time (mins) SWT (mins) TAT (mins) EDF Weight AI Bus OSTERLEY GILLETTE H91 66.07 6 0.83 7 7.83 3.83 1 3.83 CORNER Bus SYON LANE STATION H28 204.56 3 2.56 12 14.56 2.06 0.5 1.03 Rail Syon Lane 'TWCKNHM-WATRLMN 277.7 0.33 3.47 91.66 95.13 0.32 0.5 0.16 2R03' Rail Syon Lane 'WATRLMN-WATRLMN 2R09' 277.7 2 3.47 15.75 19.22 1.56 1 1.56 Rail Syon Lane 'STAINES-WATRLMN 2S10' 277.7 0.33 3.47 91.66 95.13 0.32 0.5 0.16 Rail Syon Lane 'WEYBDGB-WATRLMN 2S12' 277.7 1.67 3.47 18.71 22.19 1.35 0.5 0.68 Rail Syon Lane 'WATRLMN-WEYBDGB 2S13' 277.7 2 3.47 15.75 19.22 1.56 0.5 0.78 Rail Syon Lane 'WATRLMN-HOUNSLW 2S91' 277.7 0.33 3.47 91.66 95.13 0.32 0.5 0.16 Total Grid Cell AI: 8.36
Copyright TfL 2016 2 / 2
Appendix I
Buses from Syon Lane and Gillette Corner
237 White City Bus Station Key IRU:HVWÀHOG
Ø— Connections with London Underground H28 SHEPHERD’S BUSH u Bulls Bridge Tesco Shepherd’s Bush Connections with London Overground fRU:HVWÀHOG
R Connections with National Rail Southall Lane Heston Centre Goldhawk Road  Connections with river boats Cranford Lane Redwood Estate Starch Green Goldhawk Road Brabazon Road Johnson Road Stamford Brook
Armytage Road Turnham Green Church A Gunnersbury Cranford Lane Somerset Waye Red discs show the bus stop you need for your chosen bus Gunnersbury Great West Road service. The disc !Aappears on the top of the bus stop in the Summerhouse Avenue Great West Road Chiswick Stamford 1 2 3 Ridgeway Jersey Great West Road Ealing Road Lionel Road Roundabout Brook 4 5 6 street (see map of town centre in centre of diagram). Road North Road Boston Manor Road Bus Garage Vicarage Farm Road Great West Road Great West Road Great West Road Tesco Windmill Road Clayponds Avenue Vantage West Heston House Y St Mary’s Crescent Wood Lane A
W Chiswick High Road Jersey Gardens Railway Bridge L Brentford T Great West Quarter 235 Brentford Fountain Leisure Centre The Crossways N E A Ealing Road New Road R Footbridge Wood Lane G Kew Bridge OSTERLEY G Upper Sutton Lane Conquest Club SYON Ealing Road Albany Road Ravenscourt Park D Kew Bridge Steam Museum King Street Wood Lane LA Gillette Brentford Brentford NE Corner AD Y Braybourne Drive / RO Great West Magistrates’ Court County Court Brentford Musical Museum Great Route finder Great West Road K EST WA Trading
West Road Osterley W TE Hammersmith
Hounslow Great West Road T A Estate
J A G
RE C Brentford
G Waterman’s Centre Bus Station West Sutton Lane Gresham Road Library Day buses 267 Lampton Osterley Great West Road Great West Road H A RY CL. VE SYON RO H91 H91 Great West Road/ Ridgeway Road Wood Lane ER G London Road Bus route Towards Bus stops CH ND Lampton Road O ROWAN Brent Lea B LM Thornbury Road A ROAD London Road BRENTFORD HAMMERSMITH 235 Brentford !T!X Cranford Thornbury Avenue / AVENUE SY Beech Avenue Kensington Olympia Bath Road Great West Road ON Z LA !V!W NE Sunbury Village Wood Lane Syon S X Thornbury Road P Borough Road Lane U W High Street Kensington Eversley Crescent ROTHBURY GDNS. R Y D NORTHUMBERLAND Station A 237 Hounslow Heath !V!W R O Harlington Sutton Lane O R
A T Corner D N Knightsbridge O D White City !T!X Spring Grove Road N Witham Road LO Wood Lane V Hyde Park Corner 267 Fulwell !V!W Musgrave Road Heathrow Spring Grove Road Terminals 1,2,3 Worton Gardens !T!X London Road Green Park Hammersmith The Green School Twickenham Road Central Teesdale Gardens Bus Station Spring Grove Road H28 Bulls Bridge !A!L!V!Z Worton Way London Road Trafalgar Square Wellington Wood Lane Turnpike Way West Middlesex Hospital H91 Hammersmith !D!E!J!K Road North Parkwood Road Twickenham Road Kingsley Road London Road Charing Cross Kings Avenue Heathrow Wood Lane Amhurst Gardens Hounslow West !C!G!H Terminal 5 Alton Close Hounslow East Twickenham Road The yellow tinted area includes every Aldwych N9 HOUNSLOW Mandeville Road London Road bus stop up to one-and-a-half miles N9 Amhurst Gardens from Syon Lane and Gillette Corner. Hounslow London Road /LQNÀHOGRoad London Road Isleworth Bus Station Star Road War Memorial Main stops are shown in the white area outside. ISLEWORTH Isleworth Library Night buses Hounslow Hounslow Isleworth Isleworth Staines Road London Road Treaty Centre High Street Bridge Road West Thames Twickenham Road Brantwood Avenue Bus route Towards Bus stops Wellington Road College South Hanworth Road Twickenham Road Lynton Close N9 Aldwych !T!X Nelson Road Corporation Twickenham Road Mogden Lane Heathrow Terminal 5 !V!W Avenue Twickenham Road Crane Avenue Hounslow Heath Hussar 237 London Road Chertsey Road Staines Road Faggs Road Twickenham Feltham FELTHAM TWICKENHAM Twickenham King Street Lower Feltham Twickenham Green St Dunstans Road/Three Horseshoes Fulwell Bus Garage Sunbury Road 267 Hamilton Road
Sunbury Cross for Sunbury SUNBURY Sunbury Village Three Fishes 235
Information correct from 12 October 2013 © Transport for London TFL26762.09.13 (F)
Appendix J
Appendix K
Technical Note 1: PERS Audit and Cycle Infrastructure Review
Project: Gillette Corner 8 Duncannon Street Prepared by: Lianne Brook London WC2N 4JF Approved by: Peter Sturgeon
Date: 19/10/2015 Tel: 020 7031 8141 www.motion-uk.co.uk
1.0 Introduction
1.1 In order to review the quality of the pedestrian environment in the vicinity of the site, a PERS assessment has been undertaken using the Transport Research Laboratory (TRL) ‘Streetaudit’ software (version 1.1.10.211). The quality of the pedestrian infrastructure between the site and the nearest bus stops, train station, school and local amenities was assessed on-site on the 18th October 2015 in accordance with the methodology provided with the software. The site visit was undertaken between the hours of 17:00 and 19:00 as dusk fell in order to assess the site’s lighting provision.
1.2 An assessment of each ‘Link’, ‘Crossing’ and ‘Public Transport Waiting Area’ that was undertaken within the study can be summarised as follows;
► Great West Road (750 metres to the west and 500 metres to the east);
► Syon Lane north; and,
► Syon Lane south to The Green School.
1.3 A full copy of the results is included as Appendix A while a summary of the Red/Amber/Green (RAG) ratings for each element is provided below. Those elements that are considered to be of a good standard for pedestrians achieve a green rating, while elements that are considered average are allocated an amber rating. Elements which offer a poor pedestrian environment that require improvement are allocated a red rating.
ID Location RAG Rating L1 Syon Lane north of Tesco roundabout Green L2 Syon Lane opposite Tesco south side Amber L3 Syon Lane south side near parade of shops Amber L4 Great West Road - north west Green L5 Great West Road - south west Green L6 Syon Lane link to school - south side Green Link L7 Syon Lane link to school - north side from PT Green L8 Great West Road - east - south side Green L9 Great West Road - east - north side Green L10 Underpass on great West Lane Green L11 Syon Lane - north - east side 1 Green L12 Syon Lane - north -east side by PFS Amber C1 Zebra crossing on Syon Lane - north Green C2 Crossing on Syon Lane - north of Great West Road Green C3 Informal crossing at Syon Lane - south of Great West Road Amber C4 Crossing Northumberland Avenue Amber Crossing C5 Crossing near school Green C6 Crossing Syon Lane south for PT Green C7 Crossing Great West Road - east Green C8 Crossing Grant Way Amber C9 Crossing Tesco access Amber PT1 Bus stop south Syon Lane (B) Amber PT2 Bus stop adjacent to school - north side of A315 Green Public PT3 Bus stop adjacent to school - south side of A315 Green Transport PT4 Train Station Green Waiting PT5 Bus stop on Syon Lane south (A) Green Area PT6 Bus stop Great West Road - south side (C) Green PT7 Bus stop Great West Road - north side Green Table 1.1 – Summary of PERS Audit Results
PERS Review – October 2015 Access Self Storage 1 Ashou3
1.4 It is apparent that all of the elements scored either a ‘Green’ or an ‘Amber’ rating and are therefore of an average or good standard. There are no areas that were allocated a ‘Red’ score and therefore this area as a whole can be seen as an acceptable environment for pedestrians.
1.5 Figure 1.1 below provides a map of the study area and the subsequent ratings awarded to each link, crossing and public transport waiting area.
Figure 1.1 – PERs Audit Map
Cycling
1.6 There a number of designated cycle routes in the vicinity of the site, many of which are car free. The Great West Road to the north of the site offers a segregated cycle way on both sides of the road of widths varying between 1.75 and 2.20 metres. These cycle paths connect with Northumberland Avenue south of the site, a quieter road that has been recommended by other cyclists in the TfL Local Cycling Guide. Hexham Gardens has also been recommended by other cyclists as a quieter road and provides step free access to the Central London bound platform of Syon Lane Station. There are Sheffield stands located directly adjacent to a parade of shops located on Syon Lane, North of the Great West Road.
PERS Review – October 2015 Access Self Storage 2 Ashou3
Appendix A
Full PERS Export streetaudit 1.1.10.211 Export File Weighting Scheme: Default
Route
Link
ID Name Description Surveyor Time Date Facility Type Overall Total Score L1 Syon Lane north of Tesco roundabout LB 16:00:00 19-Oct-15 Neutral 54
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width 2 15 Dropped Kerbs N/A N/A Gradient 3 4 Obstructions 3 12 Permeability -1 -3 Legibility -1 -1 Lighting 1 6 Tactile Information N/A N/A Colour Contrast 2 9 Personal Security 1 10 busy road Surface Quality 1 6 User Conflict -2 -10 no cyclist infrastructure Quality of the Environment 2 3 Maintenance 2 3
ID Name Description Surveyor Time Date Facility Type Overall Total Score L2 Syon Lane opposite Tesco south side LB 16:00:00 19-Jan-15 Neutral 22 Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width -2 -10 Dropped Kerbs N/A N/A Gradient 3 4 Obstructions 0 3 Permeability -1 -3 Legibility -1 -1 Lighting 2 9 Tactile Information N/A N/A Colour Contrast 2 9 Personal Security 1 10 Surface Quality 1 6 User Conflict -2 -10 no cycle lane Quality of the Environment 2 3 Maintenance 1 2
ID Name Description Surveyor Time Date Facility Type Overall Total Score L3 Syon Lane south side near parade of shops LB 16:00:00 19-Jan-15 Neutral -26
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width -2 -10 Dropped Kerbs N/A N/A Gradient 3 4 Obstructions -3 -9 Permeability -2 -6 Legibility 1 2 Lighting 2 9 Tactile Information N/A N/A Colour Contrast -1 -3 Personal Security -1 -5 Surface Quality 0 3 User Conflict -2 -10 Quality of the Environment -2 -2 Maintenance 0 1
ID Name Description Surveyor Time Date Facility Type Overall Total Score L4 Great West Road - north west LB 16:00:00 19-Jan-15 Neutral 80
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width 2 15 Dropped Kerbs 2 9 Gradient 3 4 Obstructions -3 -9 maintenence work Permeability -3 -9 Legibility 2 3 Lighting 3 12 Tactile Information N/A N/A Colour Contrast 2 9 Personal Security 2 15 busy road Surface Quality 2 9 User Conflict 3 20 segregated cycleway Quality of the Environment 0 1 Maintenance 0 1
ID Name Description Surveyor Time Date Facility Type Overall Total Score L5 Great West Road - south west LB 16:00:00 19-Jan-15 Neutral 57
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width 3 20 Dropped Kerbs N/A N/A Gradient 3 4 Obstructions -3 -9 maintenence Permeability -3 -9 Legibility 1 2 Lighting 2 9 Tactile Information N/A N/A Colour Contrast 1 6 Personal Security 1 10 busy road Surface Quality 2 9 User Conflict 2 15 Cycle lane Quality of the Environment -2 -2 Maintenance 1 2
ID Name Description Surveyor Time Date Facility Type Overall Total Score L6 Syon Lane link to school - south side LB 16:00:00 19-Jan-15 Neutral 47
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width -1 -5 pinch point near junction Dropped Kerbs 1 6 Gradient 3 4 Obstructions -2 -6 signage near junction Permeability 2 9 Legibility 1 2 Lighting 2 9 Tactile Information -2 -6 Colour Contrast 1 6 Personal Security 1 10 Surface Quality 2 9 User Conflict 0 5 Quality of the Environment 0 1 Maintenance 2 3
ID Name Description Surveyor Time Date Facility Type Overall Total Score L7 Syon Lane link to school - north side from PT LB 16:00:00 19-Jan-15 Neutral 64
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width 2 15 Dropped Kerbs N/A N/A Gradient 3 4 Obstructions 1 6 Permeability -2 -6 Legibility 2 3 Lighting 2 9 Tactile Information N/A N/A Colour Contrast 1 6 Personal Security 1 10 Surface Quality 2 9 User Conflict 0 5 Quality of the Environment 0 1 Maintenance 1 2
ID Name Description Surveyor Time Date Facility Type Overall Total Score L8 Great West Road - east - south side LB 17:00:00 19-Jan-15 Neutral 83
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width 3 20 Dropped Kerbs N/A N/A Gradient 3 4 Obstructions 3 12 Permeability -3 -9 Legibility 2 3 Lighting 0 3 Tactile Information N/A N/A Colour Contrast 0 3 Personal Security 2 15 Surface Quality 3 12 User Conflict 3 20 cycle lane Quality of the Environment -2 -2 Maintenance 1 2
ID Name Description Surveyor Time Date Facility Type Overall Total Score L9 Great West Road - east - north side LB 17:00:00 19-Jan-15 Neutral 70
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width 3 20 Dropped Kerbs N/A N/A Gradient 3 4 Obstructions 3 12 Permeability -3 -9 Legibility 3 4 Lighting 2 9 Tactile Information N/A N/A Colour Contrast 0 3 Personal Security 1 10 Surface Quality 3 12 User Conflict 0 5 Quality of the Environment -2 -2 Maintenance 1 2
ID Name Description Surveyor Time Date Facility Type Overall Total Score L10 Underpass on Great West Lane LB 17:00:00 19-Jan-15 Neutral 47
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width 1 10 Dropped Kerbs N/A N/A Gradient -1 -1 Obstructions 2 9 Permeability 3 12 Legibility 1 2 Lighting 3 12 Tactile Information N/A N/A Colour Contrast 1 6 Personal Security -1 -5 Surface Quality 1 6 User Conflict -1 -5 Quality of the Environment -1 -1 Maintenance 1 2
ID Name Description Surveyor Time Date Facility Type Overall Total Score L11 Syon Lane - north - east side 1 LB 17:00:00 19-Jan-15 Neutral 52
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width 2 15 Dropped Kerbs N/A N/A Gradient 3 4 Obstructions 3 12 Permeability -2 -6 Legibility 1 2 Lighting 1 6 Tactile Information -2 -6 Colour Contrast 1 6 Personal Security 1 10 Surface Quality 2 9 User Conflict -1 -5 no cycle path Quality of the Environment 1 2 Maintenance 2 3
ID Name Description Surveyor Time Date Facility Type Overall Total Score L12 Syon Lane - north -east side by PFS LB 17:00:00 19-Jan-15 Neutral 26
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Effective Width 0 5 Dropped Kerbs -1 -3 not flush Gradient 2 3 Obstructions 1 6 Permeability -2 -6 Legibility 1 2 Lighting 2 9 Tactile Information -3 -9 Colour Contrast 2 9 Personal Security 2 15 Surface Quality -1 -3 User Conflict -1 -5 Quality of the Environment 0 1 Maintenance 1 2
Crossing
ID Name Description Surveyor Time Date Facility Type Overall Total Score C1 Zebra crossing on Syon Lane - north LB 16:00:00 19-Jan-15 Neutral 86
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Crossing Provision 2 15 Deviation from the Desire Line 2 9 Performance 0 5 Capacity 2 3 Delay 3 12 Legibility 3 4 Legibility (Sensory Impaired People) 2 9 Dropped Kerbs 2 9 Gradient 0 1 Obstructions 2 3 Surface Quality 3 12 Maintenance 3 4
ID Name Description Surveyor Time Date Facility Type Overall Total Score C2 Crossing on Syon Lane - north of Great West Road LB 16:00:00 19-Jan-15 Neutral 50
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Crossing Provision 1 10 Deviation from the Desire Line 1 6 Performance 1 10 Capacity 2 3 Delay -3 -9 Legibility 2 3 Legibility (Sensory Impaired People) -1 -3 no audible Dropped Kerbs 3 12 Gradient 3 4 Obstructions 1 2 Surface Quality 2 9 Maintenance 2 3
ID Name Description Surveyor Time Date Facility Type Overall Total Score C3 Informal crossing at Syon Lane - south of Great West RoadLB 16:00:00 19-Jan-15 Neutral -29
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Crossing Provision -2 -10 Deviation from the Desire Line 0 3 Performance -2 -10 Capacity -1 -1 Delay -3 -9 Legibility -3 -3 Legibility (Sensory Impaired People) -3 -9 Dropped Kerbs 0 3 Gradient 1 2 Obstructions 0 1 Surface Quality 0 3 Maintenance 0 1
ID Name Description Surveyor Time Date Facility Type Overall Total Score C4 crossing Northumbaland Avenue LB 17:00:00 19-Jan-15 Neutral 29
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Crossing Provision 2 15 Deviation from the Desire Line 2 9 Performance 0 5 Capacity 1 2 Delay 0 3 Legibility 1 2 Legibility (Sensory Impaired People) -2 -6 Dropped Kerbs -1 -3 not flush Gradient 1 2 Obstructions 1 2 Surface Quality -1 -3 Maintenance 0 1
ID Name Description Surveyor Time Date Facility Type Overall Total Score C5 Crossing near school LB 17:00:00 19-Jan-15 Neutral 63
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Crossing Provision 2 15 Deviation from the Desire Line 0 3 Performance 1 10 Capacity 2 3 Delay -1 -3 Legibility 2 3 Legibility (Sensory Impaired People) -1 -3 no audible Dropped Kerbs 3 12 Gradient 3 4 Obstructions 2 3 Surface Quality 3 12 Maintenance 3 4
ID Name Description Surveyor Time Date Facility Type Overall Total Score C6 Crossing Syon Lane south for PT LB 17:00:00 19-Jan-15 Neutral 84
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Crossing Provision 2 15 Deviation from the Desire Line 1 6 Performance 2 15 Capacity 2 3 Delay -2 -6 Legibility 2 3 Legibility (Sensory Impaired People) 3 12 Dropped Kerbs 3 12 Gradient 3 4 Obstructions 3 4 Surface Quality 3 12 Maintenance 3 4
ID Name Description Surveyor Time Date Facility Type Overall Total Score C7 Crossing Great West Rad - east LB 17:00:00 19-Jan-15 Neutral 54
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Crossing Provision 2 15 Deviation from the Desire Line 0 3 Performance 0 5 Capacity 3 4 Delay -2 -6 two stages Legibility 2 3 Legibility (Sensory Impaired People) -2 -6 no audible Dropped Kerbs 3 12 Gradient 3 4 Obstructions 3 4 Surface Quality 3 12 Maintenance 3 4
ID Name Description Surveyor Time Date Facility Type Overall Total Score C8 Crossing Grant Way LB 17:00:00 19-Jan-15 Neutral 28
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Crossing Provision 0 5 Deviation from the Desire Line 1 6 Performance 1 10 Capacity 1 2 Delay -1 -3 Legibility 0 1 Legibility (Sensory Impaired People) -2 -6 no tactile Dropped Kerbs -1 -3 not flush Gradient 3 4 Obstructions 3 4 Surface Quality 1 6 Maintenance 1 2
ID Name Description Surveyor Time Date Facility Type Overall Total Score C9 Crossing Tesco access LB 17:00:00 19-Jan-15 Neutral 29
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Crossing Provision 0 5 Deviation from the Desire Line 1 6 Performance 1 10 Capacity 1 2 Delay -1 -3 Legibility 1 2 Legibility (Sensory Impaired People) -2 -6 no tactile Dropped Kerbs -1 -3 not flush Gradient 3 4 Obstructions 3 4 Surface Quality 1 6 Maintenance 1 2
PT Waiting Area
ID Name Description Surveyor Time Date Facility Type Overall Total Score PT1 Bus stop south Syon Lane (B) LB 17:00:00 19-Jan-15 Neutral 33
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Information to the Waiting Area 1 6 Infrastructure to the Waiting Area 1 6 Boarding Public Transport 2 15 Information at the Waiting Area 1 6 no real time Safety Perceptions 1 10 Security Measures -1 -5 Lighting 1 6 Quality of the Environment -1 -1 Maintenance and Cleanliness -1 -1 no bins Waiting Area Comfort -3 -9
ID Name Description Surveyor Time Date Facility Type Overall Total Score PT2 Bus Stop adjacent to school - north side of A315 LB 17:00:00 19-Jan-15 Neutral 44 Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Information to the Waiting Area 1 6 Infrastructure to the Waiting Area 1 6 Boarding Public Transport 0 5 Information at the Waiting Area 2 9 Safety Perceptions -1 -5 Security Measures -1 -5 Lighting 3 12 Quality of the Environment 1 2 Maintenance and Cleanliness 1 2 Waiting Area Comfort 3 12
ID Name Description Surveyor Time Date Facility Type Overall Total Score PT3 Bus adjacent to school - south side of A315 LB 17:00:00 19-Jan-15 Neutral 49
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Information to the Waiting Area 1 6 Infrastructure to the Waiting Area 2 9 Boarding Public Transport 1 10 Information at the Waiting Area 2 9 Safety Perceptions -1 -5 Security Measures -1 -5 Lighting 3 12 Quality of the Environment 1 2 Maintenance and Cleanliness -1 -1 Waiting Area Comfort 3 12
ID Name Description Surveyor Time Date Facility Type Overall Total Score PT4 Train Station LB 17:00:00 19-Jan-15 Neutral 104 Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Information to the Waiting Area 2 9 Infrastructure to the Waiting Area 1 6 Boarding Public Transport 1 10 Information at the Waiting Area 3 12 Safety Perceptions 3 20 cctv present Security Measures 3 20 Lighting 3 12 Quality of the Environment 2 3 Maintenance and Cleanliness 2 3 Waiting Area Comfort 2 9
ID Name Description Surveyor Time Date Facility Type Overall Total Score PT5 Bus Stop on Syon Lane south (A) LB 17:00:00 19-Jan-15 Neutral 65
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Information to the Waiting Area 1 6 Infrastructure to the Waiting Area 2 9 signalised crossing point Boarding Public Transport 3 20 Information at the Waiting Area 2 9 Safety Perceptions 1 10 Security Measures 0 5 Lighting -2 -6 lighting not working Quality of the Environment 0 1 Maintenance and Cleanliness -1 -1 no bins Waiting Area Comfort 3 12
ID Name Description Surveyor Time Date Facility Type Overall Total Score PT6 Bus Stop Great West Road - south side (c) LB 17:00:00 19-Jan-15 Neutral 79
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Information to the Waiting Area 1 6 Infrastructure to the Waiting Area 2 9 subway Boarding Public Transport 3 20 Information at the Waiting Area 2 9 Safety Perceptions 1 10 busy Security Measures 0 5 Lighting 1 6 Quality of the Environment -1 -1 Maintenance and Cleanliness 2 3 Waiting Area Comfort 3 12
ID Name Description Surveyor Time Date Facility Type Overall Total Score PT7 Bus Stop Greast West Road - North Side LB 17:00:00 19-Jan-15 Neutral 76
Unweighted Parameter Score Weighted Score Design Comments Maintenance Comments Information to the Waiting Area 1 6 Infrastructure to the Waiting Area 2 9 Boarding Public Transport 3 20 Information at the Waiting Area 1 6 Safety Perceptions 1 10 Security Measures 0 5 Lighting 1 6 Quality of the Environment 2 3 Maintenance and Cleanliness -1 -1 no bins Waiting Area Comfort 3 12
Public Space