313-349 ILDERTON ROAD LLP WARD HOMES

PROPOSED MIXED USE DEVELOPMENT: 313-349 ILDERTON ROAD, SOUTH BERMONDSEY, LONDON BOROUGH OF SOUTHWARK

TRANSPORT STATEMENT

REPORT REF. 172130-01 PROJECT NO. 172130 NOVEMBER 2017

PROPOSED MIXED USE DEVELOPMENT: 313-349 ILDERTON ROAD, SOUTH BERMONDSEY, LONDON BOROUGH OF SOUTHWARK

TRANSPORT STATEMENT

Ardent Consulting Engineers Suite 207 One Alie Street LONDON E1 8DE Tel: 020 7680 4088 Fax: 020 7488 3736 [email protected]

REPORT REF. NO 172130-01 PROJECT NO. 172130 NOVEMBER 2017 313 -349 ILDERTON ROAD 172130-01

TRANSPORT STATEMENT NOVEMBER 2017

CONTENTS Page

1.0 INTRODUCTION 1

2.0 SITE CONDITION 3

3.0 FUTURE ASPIRATIONS 19

4.0 POLICY 22

5.0 DEVELOPMENT PROPOSALS 30

6.0 DELIVERY / SERVICING ARRANGEMENT 33

7.0 TRIP ATTRACTION/GENERATION AND MODAL SPLIT 41

8.0 SUMMARY AND CONCLUSIONS 47

DRAWING 172130-08 CAR PARKING SEPT PATH ANALYSIS

FIGURES 1. SITE LOCATION PLAN

APPENDICES

APPENDIX A. CAR PARK SURVEY APPENDIX B. ACCIDENT ANALYSIS APPENDIX C. SERVICING SURVEY APPENDIX D. CYCLE ROUTE APPENDIX E. PTAL ANALYSIS APPENDIX F. TRICS OUTPUT

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DOCUMENT CONTROL SHEET

REV ISSUE PURPOSE AUTHOR CHECKED APPROVED DATE

- Draft issue to DRAFT STC KM 17-11-17 Project Team ONLY

- Updated Draft to DRAFT KM KM 24-11-17 Project Team ONLY

- Updated Draft to DRAFT STC KM 29-11-17 Project Team ONLY

- FINAL STC STC KM 30-11-17

DISTRIBUTION

This report has been prepared for the exclusive use of 313-349 Ilderton Road LLP. It should not be reproduced in whole or in part, or relied upon by third parties, without the express written authority of Ardent Consulting Engineers.

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1.0 INTRODUCTION

1.1 Ardent Consulting Engineers (ACE) has been appointed by 313-349 Ilderton Road LLP to advise on transport and infrastructure aspects of the proposed redevelopment of 313-349 Ilderton Road, Bermondsey in the London Borough of Southwark (LBS).

1.2 This Transport Statement (TS) has been prepared to accompany a planning application submission to LBS as both planning and highway authority. The description of development is as follows:

“Application for full planning permission for mixed use redevelopment comprising: Demolition of existing buildings and construction of two buildings one of part 11 & 13 storeys and one of part 13 and 15 storeys to provide 1,888sqm (GIA) of commercial floorspace (use class B1c - Light industrial/workshops/SMEs/Creative Industries) at part basement, ground and first floors, 130 residential dwellings above (51 x 1 bed, 52 x 2 bed and 27 x 3 bed), with associated access and highway works, amenity areas, cycle, disabled & commercial car parking and refuse/recycling stores"

1.3 This assessment has been prepared in-line with Transport for London’s (TfL’s) Transport Assessment Best Practice Guidance document. In addition to this, careful consideration of the Draft Old Kent Road Area Action Plan (2017) has been undertaken in order to design a scheme which works with the aspirations of this document, as well as the existing uses in the local area.

1.4 Extensive pre-application discussions between LBS and ACE have been ongoing with LBS, GLA and TfL. The methodology and scope of assessment has been agreed in principle with officers.

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Report Structure

1.5 Following this introduction, this report is structured as follows: -

 Section 2.0 considers the existing situation, including proximity of the site to local services, pedestrian and cycle facilities and accessibility by public transport;

 Section 3.0 considers the proposals for the wider area;

 Section 4.0 considers the local, regional and national policy in relation to the development;

 Section 5.0 outlines the proposed development;

 Section 6.0 outlines the proposed servicing arrangement

 Section 7.0 sets out the predicted weekday peak hour trip generation/attraction by mode for the lawful and proposed uses; and

 Section 8.0 provides a summary and conclusions

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2.0 SITE CONDITION

Site Location

2.1 The site is located at 313-349 Ilderton Road and lies along the western boundary of the South London Railway Line, northern edge of Wagner Street and approximately 75m north of the junction of Ilderton Road and Old Kent Road (A2). The boundary between London Borough of Southwark and London Borough of Lewisham (LBL) runs along the eastern boundary of the site.

2.2 The site is approximately 0.19ha in area and currently operates as two industrial units, known as “Floyds - Timber and Steel Builders Merchants” and “Tyre World”. Plate 2-1 / Figure 1 illustrate the sites’ location in relation to the local highway.

Site

Plate 2-1: Site Location Plan

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Local Highway Network

Existing Access Arrangement

2.3 The site currently benefits from five vehicular accesses, four associated with Floyds and a single access for Tyre World. Four of the access are situated along Ilderton Road whilst a single access for Floyds is located at the south of the site on Wagner Street.

Adopted Public Highway

2.4 Due to the site being located on the border between both LB Southwark and LB Lewisham, we have included the adopted public highway for both boroughs in vicinity of the site. This is illustrated within Plate 2-2 & 2-3 below:

Plate 2-2: Local Adopted Highway LBS (Indicative site

boundary shown in red) (Source: LBS)

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Plate 2-3: Local Adopted Highway LBL

(Indicative site boundary shown in red) (Source: LBL)

Local Highway Restrictions

2.5 The following highway restrictions surround the site, as shown in Plate 2-4 below, and attached at Appendix A:

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Plate 2-4 Local Highway Restrictions

2.6 These restrictions are also summarised below:-

 Along Ilderton Road adjacent to the western boundary of the site is unrestricted on-street parking;  North of the site along Ilderton Road is unrestricted parking with intermittent double yellow lines at vehicle crossovers;  Along Hornsey Street, there are double yellow lines at the priority junction with Ilderton Road and then unrestricted on- street car parking; and

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 Double red lines are present at the priority junction between Ilderton Road and Old Kent Road (A2). There is no unrestricted car parking along Old Kent Road (A2) in the vicinity of the site.

Local Highway Conditions

2.7 Ilderton Road and all other LBS and LBL controlled public highway are subject to 20mph speed restrictions, whilst Old Kent Road (A2) to the south is subject to a 30mph speed restriction as it is part of the TfL Strategic Route Network (SRN). In addition to this, the local highway is generally well lit.

2.8 Ilderton Road measures at approximately 8.0m at its widest point adjacent to the site, although the effective carriageway width is reduced as a result of on-street parking. Footways and on-street lighting is situated along the both sides of the carriageway.

2.9 In terms of the local highway network, Old Kent Road/New Cross Road (A2) lies to the south of Ilderton Road and Rotherhithe New Road (A2208) to the north. The A2 provides access to both the M25 if followed southeast and Central London if travelling northwest and is part of TfL’s Strategic Road Network (SRN).

2.10 Wagner Street borders the sites southern boundary and runs between Ilderton Road to White Post Street. However, Wagner Street is often blocked by loading / unloading and holding goods as shown within Plate 2-5.

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Plate 2-5: Wagner Street (South Boundary) – View Westwards 2.11 Along the north of the site lies a railway arch that provides access to a track level substation facility. This arch is currently gated and under control by Network Rail and is illustrated within Plate 2-6.

Plate 2-6: Wagner Street (South Boundary)

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On-Street Parking Capacity

2.12 An on-street parking survey, using the industry standard Lambeth Methodology, was undertaken overnight (between 00:30 and 05:30) on Tuesday 27th and Wednesday 28th June to determine the level of on-street car parking capacity within the local area.

2.13 A copy of the results are located within Appendix A of this report, and are summarised in Table 2.1 below:

Table 2.1: Car Parking Survey

Unrestricted Parking Spaces Single Yellow Spaces Available Available (Total: 168) (Total: 112) Date (June) Time No. No. Parking No. No. Parking Vehicles Spaces Stress Vehicles Spaces Stress Parked Free % Parked Free %

Tuesday 13th 01:30 57 65 88% 0 13 0%

Wednesday 14th 04:30 57 65 88% 0 13 0%

2.14 A consistent parking stress of 88% or 57 parked vehicles was observed on both nights, with 65 unrestricted parking spaces available and 13 spaces available on single yellow lines.

Personal Injury Analysis 2.15 A review of the Personal Injury Accidents (PIA) on the local highway network has been undertaken for a five-year period between November 2011 – November 2016 (60 months), when the most recent data was available.

2.16 The most recent PIA from November 2016 onwards does not contain explanations for accidents as the data is currently unavailable.

2.17 A map of the PIA is located within Figure 2 and Appendix B and a summary is situated in Table 2.2.

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Table 2.2: Accident Analysis

Year / 2012 2013 2014 2015 2016 Severity Slight 5 5 10 4 2

Serious 2 2 0 0 1 Fatal 0 1 0 0 0

Total 7 8 10 4 3

2.18 The only fatal accident recorded occurred in 2013 at the junction between Surrey Canal Road and Ilderton Road and was the result of a police vehicle chase. At the Old Kent / Ilderton Road junction, 11 PIA’s caused by driver error were recorded, with the majority of these relating to drivers not looking, being in a hurry or speeding rather than an observable precondition of the carriageway layout. Considering the traffic flows on the local highway network, the number of accidents is not considered significant.

2.19 The remaining accidents on Ilderton Road were due to driver error, in relation to misjudging the vehicle speed, travelling at excessive speed or failure to look. On this basis it would be reasonable to state that the local highway network does not contain a precondition for accidents to occur.

2.20 Overall however, there has been a noticeable decrease in PIA’s occurring which could be a result of the borough wide 20mph speed limit in 2014.

Existing Servicing Arrangement

2.21 Deliveries for the existing use occurs either within the curtilage of each respective unit or at kerbside along the frontage of the site (on both sides of Ilderton Road). Floyds is understood to also receive deliveries along Wagner Street.

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2.22 To determine the number of servicing vehicles the site currently attracts, a 12 hr survey (07:00 – 19:00) was undertaken on Thursday 19th October 2017. This was a neutral day when the site was operating normally.

2.23 The results of this survey are is summarised within Table 2.3 below, and results attached at Appendix C. these results have been broken down by the respective side of the carriageways servicing occurred. Table 2.3: Servicing Movements

Western Kerbside Eastern Kerbside Vehicle Type (Opposite Side of Total (Adjacent to Site) Ilderton Road)

LGV 26 4 30

OGV 10 6 16

Car 11 0 11

Total 47 10 57

Avg. Duration 00:33:05 00:13:00 00:23:02

Max Duration 03:15:59 02:11:50 -

2.24 In total, 57 vehicles visited unloaded/loaded on the kerbside with an average dwell time of 23 minutes. Of these vehicles, the majority were LGV and OGV’s, and the busiest time period observed was between 07:00-08:00. The longest duration was recorded on the eastern side of the carriageway which lasted over 3 hours.

2.25 When unloading along the western kerb, lorry’s were observed parking adjacent to the access with Wagner Street, whereupon forklifts would unload items from the vehicle, traversing the footway, and deliver to Floyds as illustrated within Plate 2-7 & 2-8 below:

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Plate 2-7 Forklift Traversing the Footway along Ilderton Road

Plate 2-8: HGV unloaded on Public Highway via Forklift

2.26 10 deliveries were observed occurring on the western side of Ilderton Road, with many of these vehicles requiring a forklift which would travel across Ilderton Road, temporarily blocking the carriageway, to collect / deliver items as demonstrated by Plate 2-9 below:

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Plate 2-9: Forklift Operating Of Public Highway

2.27 The existing delivery/servicing arrangements shown in Plates 2-7 – 2-9 above are considered potentially dangerous, and could result in conflict between pedestrians and other vehicles, as well as interrupting the free-flow of vehicles on Ilderton Road.

2.28 Refuse collections are also understood to be undertaken from the public highway on Ilderton Road for both Floyds and Tyre World.

Pedestrian / Cycle Infrastructure

Pedestrian Facilities

2.29 Footways run along both sides of Ilderton Road and measure at approximately 2m.

2.30 In terms of pedestrian facilities, there is a signalled crossing with pedestrian facilities at the junction of Ilderton Road and Old Kent Road (located circa 75m south the site). There is also a zebra crossing on Ilderton Road 120m /2 minutes’ walk north of the site.

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Cycle Infrastructure

2.31 The National Cycle Network (NCN) 425; which runs from Camberwell to Rotherhithe, crosses Ilderton Road between Verney Road and Surrey Canal Road 500m north of the site. This route can also be used to access the NCN 4, which is located 2.8km north of the site or an 11 minute cycle.

2.32 Surrey Canal Road, situated just north of Ilderton Road, forms part of Quietway 1 which is a TfL scheme to introduce marked cycling routes throughout Greater London that make use of less trafficked residential roads. Quietway 1 leads from Greenwich in the east to Waterloo bridge in the east and a map contain the route is contained within Appendix D.

2.33 In addition to the regional cycle infrastructure mentioned above, TfL designated “routes signed or marked for use by cyclists on a mixture of quiet or busier road” and “other roads that been recommended by cyclists” are situated along Ilderton Road and provide a route south towards Peckham.

2.34 In terms of future cycle routes, TfL has started a consultation for a proposed cycle / pedestrian bridge across the River Thames to the Isle of Dogs / Canary Wharf. If this were to happen, it would increase cycle permeability northeast bound resulting in a circa 20 minute cycle to Canary Wharf.

Local Car Club

2.35 Within the local area there are three permanent car club bays under operation by Enterprise Car Club and Zip Car. Details of the location of these vehicles is summarised within the Table 2.4 below:

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Table 2.4: Car Club Location / Operator

Operator Road Name Distance Walking Time

Enterprise Car Club Wandalls Grove 650m 8 minutes

Joseph Hard castle Zip Car 750m 9.5 minutes Close Green Hundred Zip Car 900m 11 minutes Road

2.36 ZipCar estimate that on average every ZipCar vehicle removes 20 privately owned cars off the roads because members often sell and do not replace their own car after they join (Car Plus Annual Survey for TfL 2009-2010).

2.37 The current proximity to local transport links is very good which is encouraging for the car club’s chances of success, as synergy with public transport links is a key contributor to good car club performance.

2.38 The low parking provision on site should ultimately ensure good uptake of the car club.

Public Transport Infrastructure

Local Bus Services 2.39 There are two bus stops in close proximity to the site, with the nearest being situated opposite the western boundary of the site along Ilderton Road and second being 50m (1 minutes’ walk) south from the site. These both consist of a shelter with real time bus information.

2.40 Table 2.5 below summarises these bus services in order of distance from the site.

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Table 2.5: Summary of Bus Frequency’s and Distance from Site

Distance Peak Frequency Service from Route Description No. Site/Stop Weekday Saturday Sunday

0 - 50m Honor Oak Park – Every 9-12 Every 9- Every 20- (Ilderton P12 Ilderton Road – Surrey minutes 13 minutes 22 minutes Road) Quays

Lewisham – Borough – Bank Station – London Every 6-10 Every 10- Every 10- 21 Wall – Old Street – De minutes 12 minutes 13 minutes Beuvoir Town – Cannon Bury

Plumstead – Charlton – Every 5-9 Every 6-10 Every 12 650m 53 Deptford bridge – minutes minutes minutes (Old Kent Dunton Road - Lambeth Road Bus Stop) Honor Oak Park – Walwoth – Waterloo Rail Every 10 Every 10 Every 15 172 Station – Soho – minutes minutes minutes Farringdon - Clerkenwell-

Deptford Bridge – Newlington – Elephant Every 12 Every 12 Every 20 453 and Castle – Piccadilly minutes minutes minutes Circus – Regents Park

Rail Service 2.41 The site is situated within 20 minutes walking distance of three stations at New Cross Gate (Overground / Southern Services 1.4km – circa 17 minute walk), South Bermondsey (National Rail -1.2km– circa 14 minute walk) and Queens Road Peckham (Overground and National Rail) (960m, circa 12 minute walk).

2.42 From South Bermondsey, there are typically 4 services an hour to London Bridge railway station and 2 services to both West Croydon and Beckenham. From New Cross Gate, there are between 6-12 services per hour servicing Dalston Junction and Highbury & Islington if travelling north, and both Crystal Palace and West Croydon if travelling south whilst National Rail services operated by Southern call at either London Victoria or London Bridge northbound and Caterham / Horsham if travelling south.

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Public Transport Accessibility Level

2.43 The Public Transport Accessibility Level (PTAL) calculation provides a methodology to consider the accessibility of a site to public transport, using a formula which considers all bus stops and rail stations located within a 640m (8 minute walk) and 960m walking distance (12 minute walk) respectively.

2.44 Site specific PTAL maps are available from Transport for London’s Web-based Connectivity Assessment Toolkit (WebCAT) for use by local planning authorities and developers to aid strategic planning decisions. The PTAL rating ranges between 1a to 6b, with 1a denoting ‘Very Poor’ access to public transport and 6b being an ‘Excellent’ level of access.

2.45 The application site has a PTAL of 4 which represents a good level of accessibility to public transport. However, it is acknowledged by both LBS and TfL that the level of accessibility within the local area will increase significantly in the future as a result of the ongoing regeneration of the local area proposed within the Old Kent Road Area Action Plan. The PTAL output is contained within Appendix E.

2.46 Public transport improvements will include the extension to the Bakerloo Line, which Mayor has committed to within the “Draft Mayor’s Transport Strategy 2017” and within the “Draft London Plan 2017” with two stops proposed, one of which would be in close proximity to this site (7 minutes’ walk southwest), if this proposed location is successful. Moreover, the proposed Surrey Canal Road Overground Station (500m west / 6 minutes’ walk) is currently being proposed and will further add accessibility to the wider area.

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2.47 There is a proposal for a 20% increase in bus services along Old Kent Road, as outlined in the Draft Old Kent Road APP, prior to the Bakerloo Line Extension and therefore the site would benefit from an even greater accessibility to public transport, would assist with the anticipated increased demand for public transport prior to the opening of the proposed stations.

Time Mapping (TIM) 2.48 TfL’s TIM tool allows the user to ascertain how far it is possible to travel within a given time from a specific destination. As shown on the outputs attached at Plate 2-10 below and also at Appendix E from the site a large area is accessible within < 15 minutes, 15-30 minutes, and 30-45 minute journey times (walk/public transport modes). Although this does not include the greater level of accessibility the application site will benefit from in the future, it still provides an indication of the level of current provision.

Plate 2-10: TIM Output for 2017 (Current) – AM Peak, Average Direction

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3.0 FUTURE ASPIRATIONS

3.1 The site falls within the wider OKR 20 designation for Ilderton Road as set out within the Old Kent Road Area Action Plan (OKR AAP), and seeks a residential use with a possible capacity of 1,025 units along Ilderton Road.

3.2 The national, regional and local policy background is considered in further detail within Section 4 of this report, whilst the remainder of this section considers the aspirations for the local and wider area.

3.3 Within the wider Old Kent Road area there is the potential for an additional 20,000 new homes, 5,000 new jobs, new schools, and new infrastructure, including improvements to:

- Public Transport: 20% increase in bus services and revision of existing routes so that they are more accessible for existing and future residents. The proposed extension to Bakerloo line will result in two new rail stations along Old Kent Road, with one being likely within 7 minutes’ walk of the site. These improvements will likely be funded in part by Community Infrastructure Levy’s (CIL).

- Controlled Parking Zone: As the local area adapts towards more residential and light industry uses, the modal share is likely to shift towards more active and sustainable modes of transport. This will be encouraged with the likely implementation of a Controlled Parking Zone (CPZ) for the surrounding area. It is also anticipated the majority of residents of new developments coming forward in this area will be prohibited from applying for parking permits. As a result of these measures, decrease in available car parking will allow an increase in public ream/open space.

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- Delivery and Servicing Provision: as set out within the draft Southwark Kerbside Strategy it is proposed for new policies to be introduced to address unsafe parking and parking stress, with a plan to allocate kerbside space based on modal share data, providing more space for the largest mode – walking.

- Public Realm: in line with the above there are proposals to improve the provision of open space, and overarching improvements to pedestrian and cycle connectivity, as well as pedestrian crossings on major arterial routes, which will increase the modal share of active and sustainable modes of travel.

- Road Layouts: improvements are proposed to both strategic and local road networks within the area, with enhancements to bus priority being considered on the major arterial routes and also providing for cyclists through the introduction of cycle super highways or Quietway’s, in and close to the area. Improvements to non-strategic routes are also proposed, with an aspiration to reduce reliance on the private car, increase provision of shared delivery/servicing/loading and parking facilities, increase in car club and electric vehicle charging provision. These improvements will result in an area that is shaped to encourage sustainable travel whilst not impacting personal mobility or economic activity.

3.4 Both the current and emerging Local Plan recognise the changing characteristics of the Old Kent Road area, with the OKR AAP setting out the policy framework to manage the transition to an area with a mixture of uses.

3.5 As set out above, there are significant improvements proposed for the local and wider area and it is envisaged that future developments will tie into these policies whilst also contributing towards the wider aspirational vision for the area.

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3.6 Sites in the local area are likely to come forward for development at different times. As such, all proposals will need to ensure they are able to work within both the existing situation and with the future aspirations for the area.

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4.0 POLICY

4.1 Relevant policy guidance on transport and land use planning relating to new development is set out in the following documents: -  National Planning Policy Framework (March 2012);  London Plan;  Saved Southwark Plan and Core Strategy;  New Southwark Plan (Proposed Submission Version), 2017; and  Draft Old Kent Road Area Action Plan, June 2017.

National Planning Policy Framework (NPPF)

4.2 National Planning Policy Framework (NPPF) which was formally adopted during March 2012. NPPF superseded the former Planning Policy Guidance (PPG) and Planning Policy Statements (PPS) to provide a single simplified, concise and consolidated policy document.

4.3 The presumption towards sustainable development is set out within 12 “core planning principles” of which point 11 directly relates to transport.

“Actively manage patterns of growth to make the fullest possible use of public transport, walking and cycling, and focus significant development in locations which are or can be made sustainable” (NPPF, Page 6, paragraph 17, 11th Bullet point)

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4.4 This illustrates the importance of locating new developments within areas of high accessibility, such as the proposed development in question. Therefore the site is within accordance with the NPPF in terms of location within a sustainable area.

4.5 In the addition to the above, within paragraph 32, the NPPF states that: “All developments that generate significant amounts of movement should be supported by a Transport Statement or Transport Assessment.” and “Development should only be prevented or refused on transport grounds where the residual cumulative impacts of development are severe”. This TS has been produced in order to demonstrate that the development will unlikely have an impact on the local highway network and therefore should not be refused.

London Plan

4.6 Policy 6.13 is relevant to our proposals as it recommends the promotion of car-free developments in locations with high public transport accessibility, which the application in question will benefit from in the future.

4.7 Policy 6A states that states that developments should also provide at least one accessible on or off street car parking bay designated for Blue Badge holders, even if no general parking provided.

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Accessible London Supplementary Planning Guide, 2014

4.8 Within the Accessible London SPG, it states that flexibility and discretion can be applied in highly accessible locations, particularly at sites close to stations with step free access (para 4.3.20) and where there is evidence of lower levels of accessible parking demand, which is in the case of the local area as there are a number of raised bus stop kerbs and New Cross station is step free access with Peckham Rye station being converted for step free access by 2019.

Saved Southwark Plan and Southwark Core Strategy

4.9 The Southwark Plan (2007) includes a variety of polices that were saved in April 2013, whilst other polices were replaced by the Southwark Core Strategy (April 2011). Together these documents represent LBS’s current polices relating to new development and forward planning for the Borough.

4.10 Policy 5.2 of the Saved Southwark Plan relates to ‘Transport Impacts’ and states that: “Planning permission will be granted for development unless: i. There is an adverse impact on transport networks for example through significant increases in traffic or pollution; and/or ii. Adequate provision has not been made for servicing, circulation and access to, from and through the site; and/or iii. Consideration has not been given to impacts of development on the Bus Priority Network and the Transport for London Road Network. Where a development proposal is likely to have significant transport implications applicants will be asked to submit a Transport Assessment (TA), which includes a Travel Plan with their application. A Transport Assessment will form part of the Sustainability Assessment.”

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4.11 As agreed with LBS, a TS would be sufficient in establishing that that none of the three reasons listed should prevent planning permission from being granted. Section 5.2 of the Sustainable Transport SPD also highlights the requirements for Travel Plans and a Framework Travel Plan has been provided as a part of this application, with a Full Travel Plan being provided prior to occupation to ensure the most accurate information is provided.

4.12 Policy 5.3 of the Saved Southwark Plan sets out requirements for new development in respect of provision for walking and cycling travel, which are taken into account in this TS. Policy 5.3 states that: “Planning permission will be granted for development provided: i. There is adequate provision for pedestrians and cyclists within the development, and where practicable within the surrounding area; and/or ii. There is good design, location and access arrangements, including restrictions on parking, and the promotion of walking and cycling, with particular emphasis on disabled people and the mobility impaired; and/or iii. The development creates or contributes towards more direct, safe and secure walking and cycling routes, integrating with surrounding networks where possible, furthering the delivery of the London Cycle Network Plus and strategic walking routes (including the Jubilee Walkway and the Thames Path); and iv. There is provision of convenient, secure and weatherproof cycle parking to the minimum cycle parking standards set out in Tables 15.3 and 15.4 in Appendix 15.”

4.13 Policy 5.6 of the Saved Southwark Plan confirms that “All developments requiring car parking should minimise the number of spaces provided”. It goes on to state that:

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“All developments will be expected to include justification for the amount of car parking sought, taking into account: i. Public Transport Accessibility Levels set out in Appendix 15; and ii. The impact on overspill parking; and iii. The demand for parking within the Controlled Parking Zones. The LPA will restrict permit provision where necessary.”

4.14 As well as reviewing compliance with the parking standards at Appendix 15 of the Saved Southwark Plan, this TS also includes a detailed assessment of potential demand taking a range of factors into account, such as level of available on-street car parking in the vicinity of the site and including non-car accessibility to address the requirement for further justification set out above.

4.15 The Southwark Core Strategy (2011) sets out the Borough’s spatial strategy up to 2026. Strategic Policy 2 relates to ‘Sustainable Transport’. It states that “We will encourage walking, cycling and the use of public transport rather than travel by car. This will help create safe, attractive, vibrant and healthy places for people to live and work by reducing congestion, traffic and pollution”. The document goes on to stress the importance of “Planning places and development with priority for walking and cycling, whilst maximising the use of public transport and minimising car use”, and sets out a range of ways in which sustainable travel should be facilitated and encouraged.

New Southwark Plan (Preferred Option Consultation Version, 2017)

4.16 LBS is currently reviewing the existing Southwark Plan and Core Strategy and preparing a new local plan, which will be named the ‘New Southwark Plan’. Transport policies within the emerging New Southwark Plan that are considered most relevant to this TS are as follows:

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P46: Public Transport “Development must:  Demonstrates that the public transport network has sufficient capacity to support any increase in resulting trips, taking into account the cumulative impact of adjoining or nearby development;

P48: Walking “Development must:  Enhances the borough’s walking networks;  Ensures that facilities, routes and access are safe and designed to be inclusive and meet the needs of all pedestrians, with particular emphasis on disabled people and the mobility impaired.”

P50: Cycling “Development must:  Provide cycle parking that is secure, weatherproof, conveniently located, well-lit and accessible; and  Cycle parking shall include an adequate element of parking suitable for accessible bicycles and tricycles.

Old Kent Road - Area Action Plan (AAP) June 2017

4.17 The Old Kent Road AAP is a document which sets out a plan to regenerate the Old Kent Road and surrounding areas leading up to 2036. Sections of the AAP relevant to our development are summarised below.

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APP 16: Bakerloo Line Extension 4.18 AAP notes that currently 83% of trips currently undertaken are by either public transport, walking or cycling. On this basis it is determined that an extension to the Bakerloo Line would result in increased connectivity for residents and would help integrate the existing rail network at “South Bermondsey, New Cross and Peckham” para 3.6.5, pg. 49.

APP 17: Surface Public Transport 4.19 A further increase in bus transportation infrastructure is recommended in order to compliment the Bakerloo Line Extension. This would be undertaken with the investigation of creating a new Overground Station at Old Kent Road. The Draft Mayor’s Transport Strategy 2017 provides further support for this scheme.

APP 18: Walking & Cycling 4.20 Developments should “facilitate the provision of pedestrian and cycle access which is convenient, safe and direct, which connect into the wider network and which maximise opportunities for interchange with other public transport modes.”

4.21 Furthermore, “In the case of cycling, proposals should provide high quality access between development sites, the local road network, quiet way type routes and the Old Kent Road and where there are opportunities fill in gaps in existing provision.” APP 18, page 52.

4.22 This is proposed in order to create environments which are encouraging for pedestrian movements so that “as many new trips and “last mile” trips as possible are walked or cycled as this will contribute significantly to mitigating the impacts of growth. Better access to interchange destinations will maximise opportunities for end-to-end public transport usage. Other benefit’s will include improving air quality, encouraging healthy lifestyles and reducing carbon emissions.” Para 3.6.13, Pg. 52

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AAP 19: Highways 4.23 Developments are required to demonstrate that all highway impacts can be mitigated and provide land for highway improvements for, but not limited to, pedestrians-and cyclists.

4.24 The reason for this is that “ To help address the situation on Old Kent Road [in terms of congestion], we are seeking car free and low car development and encouraging use of public transport and walking and cycling by the improvements set out elsewhere in this plan” para 3.6.18, pg. 53

AAP 20: Servicing and Freight 4.25 Developments should provide off-street servicing wherever feasible as “ it is likely that much of the highway impact from development in the opportunity area will come from freight traffic” para 3.6.19, pg. 54

4.26 As a result of this, off-street servicing will be favourable and on-street would only be accepted if demonstrated that other options are not viable.

AAP 21: Car Parking 4.27 As mentioned within AAP21, residential developments within High PTALS’s (5 or 6) “should be car free” whilst this is also applicable for commercial elements. In addition to this, electric charging is required.

4.28 This is so “ that additional vehicle trips arising from development[s] are minimised and that the benefits of new improved public transport facilities proposed to service the opportunity area are fully utilised.” para 3.6.21, Pg. 54

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5.0 DEVELOPMENT PROPOSALS

5.1 The development proposal seek to provide 130 residential dwellings (C3) with 1,888sqm commercial space (use class B1).

Access Arrangement, Public Highway & Realm Improvements

5.2 The site will contains a single vehicle access off Ilderton Road at the northwest corner which leads to 4 car parking spaces. A vehicle crossover / dropped kerb is also located along the southern boundary on Wagner Street providing access to 4 accessible parking bays.

5.3 For the residential element, pedestrian access will be provided via respective cores which will lead to a communal lobby area. For the commercial elements, there will be a single pedestrian access which will lead to a shared lobby.

5.4 The existing footway along the western boundary of the site will be widened as a part of the development proposals and this will benefit the pedestrian permeability throughout the local area.

5.5 The location of the existing bus stop along the western boundary of the site will be altered in order to construct two loading bays. These will be shared surface in order to allow pedestrian to traverse over them when not in use. This has been agreed in principle with TfL and the servicing arrangement will be discussed in more detail within Section 6 of this report.

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Car Parking Provision

5.6 The development will provide 4 accessible and 4 standard car parking spaces for both the residential and commercial elements. Swept path analysis has been undertaken to demonstrate these spaces are accessible and is illustrated within ACE Drawing 172130-008.

5.7 This is in line with both the current London Plan, which states:

“Developments should provide at least one accessible on or off street car parking bay designated for Blue Badge holders, even if no general parking is provided” and Accessible London 2016 which also states that “ on major developments with easy access to step free public transport and that have a significant number of wheelchair accessible / adaptable units boroughs should consider a flexible approaches to the provision associated parking bays and mitigation measures” (para 4.3.21 pg. 35).

5.8 In addition to the above, it was agreed in principle with LBS that this level of provision was acceptable.

Sustainable Travel Promotion

5.9 In order to reduce the likelihood of on-street car parking overspill in the future, the developer has agreed to contribute towards the implementation of a local Controlled Parking Zone, if necessary.

5.10 The developer is also willing to provide car club memberships to residents and also remove their right to apply for a permit to park within any future CPZ, therefore enforcing the car free nature of the development whilst also still providing a suitable level of personal mobility. A car park management plan will also be produced in order to provide a framework in which the on-site spaces are operated.

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Cycle Parking

5.11 Cycle parking will be provided in line with London Plan and London Cycle Design Standards for both residential and commercial elements. The cycle parking will comprise a combination of both Sheffield and a tiered cycle stands.

5.12 For the commercial element, cycle parking will be provided for employees within individual cycle store for each unit and could also compromise a combination of both Sheffield and tiered cycle stands.

5.13 Additional short stay cycle provision for both commercial and residential elements will be located within the public realm along the frontage of the site.

5.14 The cycle provision for both elements is outlined within Table 5-1 below:

Table 5-1: Cycle Parking Provision

Bed no. / Units Long Stay Short Stay Total Use /(sqm) Provision Provision

1 Bed 51 51

2 bed 52 104 4 213

3 bed 27 54

Commercial 1,888 21 4 25 (B1)

5.15 The proposed level of cycle parking will encourage future sustainable travel throughout the local area, which is in accordance with OKR AAP18 and demonstrates that the scheme has been designed for future travel characteristics, rather than for the present scenario.

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6.0 DELIVERY / SERVICING ARRANGEMENT

6.1 During pre-application discussions between both LBS and TfL, it was agreed that several servicing options would be investigated for the proposed development.

6.2 Following a detailed analysis of potential servicing options, it was determined that the preferred option was to provide two laybys on the frontage of the site with Ilderton Road (as discussed in Section 5). A summary of these options are below.

6.3 A summary these potential servicing arrangements has was also issued to highway officers at LBS during pre-application discussions.

Servicing Options

1. Two Loading Bays along Western Boundary (Proposed Option)

6.4 Delivery vehicles would serve the site via two loading bays on Ilderton Road (western boundary of the site) as shown in Plate 6.1 below.

Plate 6-1: Preferred Servicing Arrangement – Two Laybys

6.5 As shown above vehicles can safely enter and leave the loading bays in forward gear without any significant impact to through vehicle

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movements on Ilderton Road and therefore is a betterment to that of the existing arrangement in terms of highway safety.

6.6 Refuse collection and deliveries can be undertaken with relative ease as the two proposed loading bays are located within close proximity of the refuse stores and foyers, therefore reducing the dwell time for service vehicles.

6.7 Between the loading bay and proposed building line a minimum 2m wide footway is proposed (with maximum widths of up to 13.5m), which provide significant improvements to the public realm and improves pedestrian facilities on the eastern side of Ilderton Road as they would not be impacted by vehicles entering / exiting the site, with the existing 4 vehicle crossovers removed.

6.8 The laybys are designed to allow them to be provided as shared surface loading bays, allowing these to be used by pedestrians in- between deliveries.

6.9 The developer welcomes further detailed discussions with highway officers at LBS regarding the preferred arrangement of these bays, and the proposed loading/waiting restrictions which would be provided. It is anticipated there would initially be a 20 minute waiting restriction, however this can be amended in the future if necessary.

6.10 This arrangement will require the relocation of the existing bus stop on the site frontage, however this has been agreed in principle with TfL during pre-application discussions.

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2. Internal Servicing Arrangement (Central Loading Area)

6.11 Delivery and service movements could be accommodated on-site, with vehicles accessing and egressing in a forward gear from Ilderton Road via a dedicated access. This option is shown within Plate 6.2.

Plate 6.2: 12m Rigid Turning within Site

6.12 Vehicles entering the site would be required to cross the footway creating an opportunity for conflict between pedestrian and cycles, especially when vehicles turn left into the site.

6.13 A large area of the site is required to provide this arrangement and therefore would have a significant impact on the proportion of commercial floorspace able to be provided, and would require this area to be managed to ensure this was available for vehicles to turn when necessary.

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3. Two Internal Loading Bays Accessed off Ilderton Road

6.14 Vehicles would serve the site via two dedicated loading areas located centrally within the development. The arrangement is shown below within Plate 6-3.

Plate 6-3: 12m Rigid Vehicle Serving Site

6.15 The option requires vehicles to reverse off the public highway, which is likely to be a highway safety concern as vehicle traffic would need to be stopped via a Banksman. This would result in an increase in the liklihood of conflict between vehicles accessing the site and vehicles, pedestrians and cycles on Ilderton Road.

6.16 This arrangement would require a wide vehicle access from Ilderton Road to allow vehicles to access the site (or would result in vehicles encroaching on the northbound lane on Ilderton Road). Vehicles needing to either reverse into or from the site would require the use of a banksman to control vehicle flow along Ilderton Road as well as controlling pedestrian through movements.

6.17 Refuse servicing would occur at kerbside which would impact the free flow of traffic along Ilderton Road.

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6.18 A large area of the site is required to provide this arrangement and therefore would have a significant impact on the proportion of commercial floor space able to be provided, and would require this area to be managed to ensure this was available for vehicles to turn when necessary.

4. Loading Bay on Wagner Street (Access from Ilderton Road, and egressing onto White Post Street)

6.19 For this arrangement, the feasibility of servicing occuring from Wagner Street was investigated. This is demonstrated below within Plate 6-4.

Plate 6-4 - Rigid truck serving site via Wagner Street

6.20 The arrangement could accommodate a 12m Rigid Vehicle, and limit the imipact on Ilderton Road. However, this would require widening of Wagner Street to allow suitable space for vehicles turn.

6.21 This arrangement would result in significant carry distances for goods from the commercial units and residential core located to the northern of the site.

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6.22 Given the narrow width of both Wagner Street and White Post Street due to buildings abutting the highway and on-street parking, vehicles would occupy the majority of the carriageway and therefore block vehicles travelling eastwards, or would not be able to easily pass for the whole route.

6.23 Finally, a segment of White Post Street is un-adopted / privately owned (as shown in Section 2), with the rights of access unknown. Therefore the ability for vehicles to use this route could not be guaranteed.

5. Single Loading Bay to North Of the Site and Auxiliary Loading Bay along Ilderton Road

6.24 A loading bay could be provided on the northern boundary and an on- street bay at the western boundary. The arrangement is displayed within Plate 6-5.

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Plate 6-5. Rigid truck / Panel Van servicing Northern boundary of Wagner Street

6.25 The northern bay could be primarily used and would be designed to allow both a 12m rigid vehicles to service the site.

6.26 This arrangement would reduce the number of parking spaces which could be provided and would require vehicles to reserve from Ilderton Road, requiring a banksman. This would result in an increase in the liklihood of conflict between vehicles accessing the site and vehicles, pedestrians and cycles on Ilderton Road.

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Delivery and Servicing Summary 6.27 When compared with the alternative options, it is evident that the preferred option, with two loading bays provided on the site frontage with Ilderton Road, has;

 The least impact on the free flow of traffic along Ilderton Road;  Minimal impact on pedestrian safety (and an improvement on the existing situation);  Reduces servicing vehicle dwell time (by allowing vehicles to wait in close proximity to bin sores/cores);  Maximises the efficient use of the land available at the site;  Requires minimal servicing management and contains the minimal wheeling/drag distances for goods/refuse; and  Allows LBS to stipulate waiting/loading restrictions, and change these in the future if necessary.

6.28 It is acknowledged that this arrangement does require the relocation of the southbound bus stop on the site frontage, to be relocated centrally on the site boundary. However, this has been discussed and agreed in principle with TfL.

6.29 The developer would welcome further detailed discussion on this, and the requirements for any pedestrian improvements required in the vicinity of the site.

6.30 Furthermore, a Delivery and Servicing Management Plan (ACE Report: 172130-05) has been prepared demonstrating how the future development will operate, aiming to minimise the impact of servicing by potentially coordinating / consolidating deliveries with future developments. This is also outlined as a requirement within the OLR APP 20 for future developments to minimise servicing impacts.

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7.0 TRIP ATTRACTION/GENERATION AND MODAL SPLIT

Existing Industrial use

7.1 In order to assess the existing trip attraction of the current Floyds and Tyre World units, a manual classified count (MCC) was undertaken at the entrances along the frontage of the site on Thursday 19th October 2017 (between 06:00-18:00). At the time of the survey being undertaken, it was understood that no significant stock changes were occurring for either use, and both sites were operating typically.

7.2 Due to the vehicle based nature of both existing industrial units, only vehicle trip attraction would be assessed. A summary of the trip attraction is summarised within Table 7.1 below:

Table 7.1: Existing Trip Attraction-Trip Rates

Existing Morning Peak Weekday Evening Peak Weekday 12 hour

Industrial Unit (08:00-09:00) (17:00-18:00) (06:00-18:00)

(1,277sqm) Arr Dep Tot Arr Dep Tot Arr Dep Tot Vehicle 8 6 14 0 2 2 90 94 184

7.3 These results are separate to the kerbside movements survey outlined in Section 2, therefore this assessment is a conservative assessment of the current level of vehicle movements the site is likely to attract.

7.4 Including the observed delivery/servicing movements occurring at kerbside set out in Table 2.3 with those summarised in Table 7.1 above, there were a total of 298 two-way delivery/servicing movements observed during the survey.

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Proposed Trip Generation

Proposed Residential

7.5 The potential trip generation for the application site has been assessed using sites from the TRICS database, with selected sites located within similar levels of accessibility and in Greater London. Details of the respective survey sites is also located within Appendix F. A list of selected sites are summarised below:

Proposed Residential Use (Private Tenure only):  Lakeside, Brent – 170 Units  High Street, Brentford – 86 Units  Commerce Road, Brentford – 150 Units  Waterloo Road, Havering – 493 Units  Portsmouth Road, Kingston – 20 Units  Arthingworth Street, Newham – 12 units

7.6 To calculate site specific multi-modal trip data, the total people trips were extracted from the TRICS assessment and then applied to the Travel to Work (2011) Census data for a number of Output Areas as the site sits on the border between six areas. These are E00016721, E00016687, E00016684, E00016694, E00020053 and E00020054.

7.7 As only eight car parking spaces are proposed, and residents would be ineligible to apply for a permit to park within any future CPZ, it is reasonable to assume that there will be insignificant number of vehicle trips associated with the development. On this basis, car driver trips have been redistributed based on the multi modal census data.

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7.8 Table 7.2 illustrates the trip generation of the proposed development by both Census and TRICS categories:

Table 7.2: Proposed Trip Generation (130 Residential Units)

Weekday Morning Peak Weekday Evening Peak Weekday 12 hour TRICS Census (08:00-09:00) (17:00-18:00) (07:00-19:00) Definition Definition

Arr Dep Tot Arr Dep Tot Arr Dep Tot

Taxi 0 0 0 0 0 0 0 0 0

2-wheeled 0 1 1 1 0 1 4 4 8 vehicle Vehicle Passenger in 0 0 0 0 0 0 2 2 4 a car or van

Total 0 1 1 1 0 1 5 6 11

Underground, metro, light 2 10 12 7 3 10 44 49 93 rail, tram

Public Train 1 7 8 5 2 7 32 35 68 Transport Bus, minibus 6 26 32 18 8 26 120 132 252 or coach

Total 9 43 52 29 14 43 196 217 413

Cycling Bicycle 1 3 3 2 1 3 13 14 27

Pedestrian On-Foot 1 3 4 2 1 3 15 17 32

Total Movements 11 50 61 34 16 50 230 254 484

Proposed Commercial (B1)

7.9 Similar to that of the existing and proposed residential use, the TRICS database has been used to analyse the commercial element of the development proposals.

7.10 As mentioned within Section 4 of this report, the development proposals comprise a 1,888sqm commercial space (use class B1). Due to the range of uses that could likely occupy the development, and to ensure a robust assessment, B1(a) offices have been selected as

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offices has the highest employment density of commercial uses (Employment densities, HCA 2015) and will therefore be assessed as the worst case scenario, with regard to the number of person trips.

7.11 A list of the TRICS survey selected are below:

 City of London, 9,803sqm, 0 car parking spaces;  City of London, 1,951sqm, 0 car parking spaces; and  Wandsworth, 1,215sqn, 0 car parking spaces.

7.12 These sites were chosen to provide a suitable sample of sites with limited car parking provision and therefore are representative of the likely multi-modal trip attraction for the proposed commercial element.

7.13 The commercial element trip generation is summarised within Table 7.3 below:

Table 7.3: Proposed 1,888sqm Commercial B1

Proposed Weekday Morning Peak Weekday Evening Peak Weekday 12 hour

1,888sqm (08:00-09:00) (17:00-18:00) (07:00-19:00)

Commercial Arr Dep Tot Arr Dep Tot Arr Dep Tot (B1)

Vehicle 4 1 5 1 4 5 16 15 31

Public 44 0 44 2 34 36 104 102 206 Transport

Cyclists 1 0 1 0 1 1 4 4 7

Pedestrian 7 1 8 2 11 13 93 92 184

Total People 56 2 58 5 49 54 216 212 428

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Net Trip Assessment

7.14 Table 7.4 below summarises the net trip movements associated with the Application Site. In order to compare the proposed trips against that of the existing using both datasets, similar modes were combined to allow a suitable comparison to be made.

Table 7.4: Net Trip Assessment-Trip Movements

Net Trip Weekday Morning Peak Weekday Evening Peak Weekday 12 hour

Generation Arr Dep Tot Arr Dep Tot Arr Dep Tot Vehicle -4 -4 -8 2 2 4 -69 -73 -142 Public 53 43 96 31 47 78 300 318 619 Transport

Cyclists 2 3 5 2 2 4 17 18 34

Pedestrian 8 4 12 4 12 16 108 108 217

7.15 Table 7.4 shows that the proposed change of use is expected to result in a net decrease in two-way vehicle trips over the course of a typical day, whilst there is an increase in both public transport, walking and cycling trips.

7.16 As mentioned previously, the existing peak trip attraction was assessed during network peak time and not the observed peak period whilst also kerbside movements were not included. On this basis this assessment is a worst case scenario as the proposed site is likely to have an even greater reduction in vehicle movements during both peak periods, as well as over the course of a typical day, with a significant decrease in HGV movements.

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7.17 The increase in public transport trips are unlikely to have a detrimental impact on the existing infrastructure with an estimated additional 53 arrivals / 43 departure during the morning peak and 31 arrivals / 47 departures for the evening peak respectively, which spread amongst the different modes surrounding the site is unlikely to have an discernible impact, particularly considering the proposed increase in public transport services in the near future.

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8.0 SUMMARY AND CONCLUSIONS

8.1 Ardent Consulting Engineers (ACE) has been appointed by 313 – 349 Ilderton Road LLP to advice on the transport planning aspects of the proposed mixed use development of the existing Industrial units at Ilderton Road, London Borough of Southwark.

8.2 The development proposals seek to construct a mixed use development that consists of 130 residential flats and 1,888 sqm commercial space (use class B1).

8.3 The application site is situated within a PTAL 4 although the accessibility of the site is set to increase with the construction of both the Surrey Canal Road Overground station and the Bakerloo Line Extension, as well as a proposed 20% increase in bus capacity.

8.4 There are several cycle routes within the locale of the site, such as Quietway 1, NCN 425 and NCN 4, and numerous proposed improvements including a potential link between Rotherhithe and Canary Wharf, which is under consultation.

8.5 8 car parking spaces are proposed which is in-line with relevant polices. Furthermore a CPZ is anticipated to be introduced in the future, with residents potentially prohibited from applying for parking permits.

8.6 A detailed assessment of potential delivery and servicing options have been undertaken for the site. This has demonstrated that the preferred option of two laybys along the western boundary is the best arrangement with regard to highway safety and ease of use.

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8.7 It has been demonstrated that the site is in accordance with NPPF, London Plan, New Southwark Plan 2016 and the aspirations of the Draft Old Kent Road Area Action Plan. It has therefore considered that the development is able to accommodate the future requirements for the wider area in terms of delivery and servicing and levels of accessibility, as well as the existing situation.

8.8 The development is likely to result in a significant betterment to the operation of the local highway network compared to the operation of the existing industrial use. In addition to this, it has been demonstrated that the increase in public transport movements will also unlikely to result in a detrimental impact to existing services, and can easily be accommodated with the proposed increase in provision.

8.9 In light of the above and preceding assessment, it is reasonable to conclude that the development proposals are fully acceptable in transport planning terms and do not generate any significant impact to the local transport and therefore should be acceptable as in line with paragraph 32, NPPF (2012).

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STOP

BUS

STOP BUS Rev Drawing Number Drawn by A3 Scale Drawing Title: Project Title: Client A VEHICLES USED: 0.951 E-mail: [email protected] Fax: 020 7488 3736 E1 8DE London One Alie Street Tel: 020 7680 4088 Suite 207 Web: www.ardent-ce.co.uk ARDENT KEY: Kerb to Turning Radius Lock to lock time Max Track Width Min Body Ground Clearance Overall Body Height Overall Width Overall Length Skoda Octavia 1.298 Kerb to Turning Radius Lock to lock time Track Width Min Body Ground Clearance Overall Body Height Overall Width Overall Length Phoenix 2 Duo Recycler (P2-12W with Elite 6x2 MS chassis) Kerb to Turning Radius Lock to lock time Track Width Min Body Ground Clearance Overall Body Height Overall Width Overall Length Rigid Truck 1.665 LAYOUT UPDATED Description POTENTIAL LOADING & SERVICING 2.578 4.572 1.4 4.315 FOR INFORMATION 1:500 10.755 4.7 313 - 349 ILDERTON 313 - 349 ILDERTON KI 12 1.385 ARRANGEMENT Checked by Date 172130-008 1.4 ROAD LLP SITE BOUNDARY ONLY ROAD SEPT 2017 KI ENGINEERS CONSULTING 5.100m 4.00s 1.713m 0.249m 1.488m 1.769m 4.572m 11.450m 4.00s 2.530m 0.309m 3.756m 2.530m 10.755m 11.900m 6.00s 2.471m 0.412m 3.928m 2.500m 12.000m Drn KI Designed by Approved by abcdee Chk KI App KM 30/11/17 Date KM Rev A KI

Figures

KEY - ROTHERHITHE PRIMARY SCHOOL N THE SITE

SOUTHWARK ATHLETICS CENTRE EDUCATION

SPA SCHOOL CAVENDISH SCHOOL EMPLOYMENT

LEISURE GALLEYWALL PRIMARY, MORLEY COLLEGE AT BEC CITY OF LONDON ACADEMY CITY OF LONDON RETAIL ACADEMY SPORTS HALL BUS STOP

ZIP CAR CITY OF LONDON SOUTH BERMONDSEY ACADEMY (SOUTHWARK) TOTAL SOCCER ACADEMY RAILWAY STATION Y:\ARDENT PROJECTS\170790 - Rosebank Works, North Acton W3\Technical\ACAD\XREF\Enterprise car share logo.png ENTERPRISE CAR CLUB

PHOENIX DEPTFORD PARK PRIMARY SCHOOL

MILLWALL FOOTBALL CLUB SIR FRANCIS DRAKE EVELINE LOWE PRIMARY SCHOOL PRIMARY SCHOOL

FOLKESTONE GARDENS ILDERTON PRIMARY SCHOOL

ASDA SUPERSTORE

SOUTHWARK REUSE AND RECYCLING CENTRE

FOLKESTONE GARDENS CONCRETE SKATEPARK FOR INFORMATION ONLY BRIDGEHOUSE MEADOWS

HAYMERLE SCHOOL

Rev Description Drn Chk App Date PILGRIMS WAY CONSULTING PRIMARY SCHOOL ARDENT ENGINEERS Suite 207 One Alie Street London CAMELOT HATCHAM TEMPLE GROVE E1 8DE PRIMARY SCHOOL PRIMARY SCHOOL Tel: 020 7680 4088 THE SITE Fax: 020 7488 3736 ST. FRANCIS CATHOLIC Web: www.ardent-ce.co.uk PRIMARY SCHOOL E-mail: [email protected] abcdee Client AITCH GROUP ALDI FOODSTORE BELLS GARDENS SAINSBURY'S FOODSTORE Project Title: COMMUNITY CENTRE Y:\ARDENT PROJECTS\170790 - Rosebank Works, North Acton W3\Technical\ACAD\XREF\Enterprise car share logo.png ECKINGTON GARDENS 313 - 349 ILDERTON ROAD

Drawing Title: HARRIS PRIMARY BRIMMINGTON PARK ACADEMY PECKHAM PARK LOCAL AMENITIES MAP

A3 Scale Date Designed by NTS 21.09.17 AA Drawn by Checked by Approved by AA STC KM Reproduced from/based upon Ordnance Survey material with the permission of the Controller of Her Drawing Number Rev Majesty's Stationary Office, Crown Copyright Reserved. License No. 100020449 FIGURE 1 - user name: sam cunningham File Location: y:\ardent projects\172130 - ilderton road, south bermondsey\technical\acad\drawings\figures\figure 1 - local amenities map.dwg

Appendix A

C S CountsequentialSURVEYS

Parking Surveys at

Ilderton Road, Bermondsey Countsequential Ltd

479 Earlham Road - Norwich th th Norfolk -NR 4 7 HN Tuesday 27 &Wednesday 28 June 2017

T 01603 322856 M 07973 280966 E [email protected] REF: ARD /828 Ardent Consulting Engineers C S CountsequentialSURVEYS

Checking Record

Upon Job Commission Signature

Confirm confirmation ü Confirm job schedule with client ü Check relevant websites for roadworks and communicate findings with client ü Inform relevant highway authorities or seek necessary permissions / licenses û Double check site locations with client ü

Once Survey is Underway

Update client on survey progress / issues to report ü Check video footage for focus / blurring / missing sections û Check video footage and data are all complete û

Presentation of Final Data

Job title, Date etc ü Formulas checked ü Include any comments on relevant incidents / accidents on site ü

Parking Surveys

Agree extents with client ü Agree methodology with client ü Parking restrictions measured and recorded ü Restrictions plan prepared ü Surveys undertaken at agreed periods ü Parking Survey - Extents

Methodology

The surveys were carried out to the Lambeth Methodology. 1 parking space based on 5 metres C S CountsequentialSURVEYS

PARKING RESTRICTIONS PLAN

ILDERTON ROAD, BERMONDSEY

Countsequential Ltd

479 Earlham Road - Norwich Norfolk -NR 4 7 HN

T 01603 322856 M 07973 280966 E [email protected] ILDERTON ROAD, BERMONDSEY PARKING RESTRICTIONS PLAN

Unrestricted kerb parking

5

Red Route no stopping Mon-Sat 7am-7pm except 10am-4pm 6 30 mins no return within 1hr 7

Ilderton Road Red Route no stopping Mon-Sat 7am-7pm except loading max 20mins, disabled 3hrs

Bus stop 8

9

10 Disabled bay

11

12 13 Double red line Single red line Hornshay Street Double yellow line

301 New Cross Dropdown kerb / crossover Social Club Dragons teeth Unrestricted area not included in the surveys due to width restrictions of the carriageway. No parking observed during the surveys. Bollard

Ilderton Road

Retail

Retail

Old Kent Road Retail

51

53

Ilderton Road

Retail

Winners Temple

881

885 887

Deptford

Am

bulance Station

899 901 903 905 907 909

1-915 1 9

864 866 Old Kent Road

1

880 5 882 7 884 9

11 13

New Cross Road 15 17

21 Retail 23

5 25

27 7 29

9 31 6 33 Chesterfield Way 11 8

35 10 12 37 39

Pomeroy Street C S CountsequentialSURVEYS

PARKING SURVEY RESULTS

ILDERTON ROAD, BERMONDSEY

TUESDAY 27th JUNE 2017

Countsequential Ltd

479 Earlham Road - Norwich Norfolk -NR 4 7 HN

T 01603 322856 M 07973 280966 E [email protected] ILDERTON ROAD, BERMONDSEY PARKING SURVEY RESULTS

DATE: TUESDAY 27th JUNE 2017 TIME: 01:30

NOTE: 1 parking space based on 5 metres. Survey undertaken to the LAMBETH METHODOLOGY. Unrestricted Parking Red Route Restricted Parking Single Red Line Parking Total kerb No of cars No of cars STREET NAME length (m) parked in parked in crossovers double yellow lines OLD KENT ROAD (N) 104 0 0

Total kerb No of cars No of cars STREET NAME length (m) parked in parked in crossovers double yellow lines OLD KENT ROAD (S) 118 0 0

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines ILDERTON ROAD (W) 290 5 1 0 0% 0 0

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines ILDERTON ROAD (E) 289 139 18 18 100% 5 0

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines WHITE POST STREET (W) 63 49 8 5 63% 0 0

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines WHITE POST STREET (E) 68 63 3 3 100% 0 0

Total kerb Length of No of No of cars Restricted Length of No of No of cars single yellow No of cars No of cars STREET NAME length (m) restricted restricted parked in parking single red single red single red single red parked in parked in parking (m) parking spaces restricted spaces stress (%) parking (m) parking spaces single yellow stress (%) crossovers double yellow lines NEW CROSS ROAD (N) 146 48 8 0 0% 18 2 0 0% 0 0

Total kerb Length of No of No of cars Restricted Length of No of No of cars single yellow No of cars No of cars STREET NAME length (m) restricted restricted parked in parking single red single red single red single red parked in parked in parking (m) parking spaces restricted spaces stress (%) parking (m) parking spaces single yellow stress (%) crossovers double yellow lines NEW CROSS ROAD (S) 142 18 3 0 0% 79 10 0 0% 0 0

Total kerb Length of No of No of cars unrestricted Length of No of No of cars Restricted Length of No of No of cars single yellow No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking restricted restricted parked in parking single red single red single red single red parked in parked in parking (m) parking spaces unrestricted spaces stress (%) parking (m) parking spaces restricted spaces stress (%) parking (m) parking spaces single yellow stress (%) crossovers double yellow lines CHESTERFIELDS WAY (W) 87 28 5 5 100% 15 3 0 0% 10 1 0 0% 0 0

Total kerb Length of No of No of cars unrestricted Length of No of No of cars single yellow No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking single red single red single red single red parked in parked in parking (m) parking spaces unrestricted spaces stress (%) parking (m) parking spaces single yellow stress (%) crossovers double yellow lines CHESTERFIELDS WAY (E) 92 54 10 8 80% 6 0 0 0% 1 3

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines HORNSHAY STREET (N) 97 40 8 6 75% 0 0

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines HORNSHAY STREET (S) 96 86 12 12 100% 0 0

TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL UNRESTRICTED UNRESTRICTED UNRESTRICTED RESTRICTED RESTRICTED RESTRICTED SINGLE RED SINGLE RED SINGLE RED SPACES PARKED STRESS % SPACES PARKED STRESS % SPACES PARKED STRESS %

65 57 88% 14 0 0% 13 0 0% C S CountsequentialSURVEYS

PARKING SURVEY RESULTS

ILDERTON ROAD, BERMONDSEY

WEDNESDAY 28th JUNE 2017

Countsequential Ltd

479 Earlham Road - Norwich Norfolk -NR 4 7 HN

T 01603 322856 M 07973 280966 E [email protected] ILDERTON ROAD, BERMONDSEY PARKING SURVEY RESULTS

DATE: WEDNESDAY 28th JUNE 2017 TIME: 04:30

NOTE: 1 parking space based on 5 metres. Survey undertaken to the LAMBETH METHODOLOGY. Unrestricted Parking Red Route Restricted Parking Single Red Line Parking Total kerb No of cars No of cars STREET NAME length (m) parked in parked in crossovers double yellow lines

OLD KENT ROAD (N) 104 0 0

Total kerb No of cars No of cars STREET NAME length (m) parked in parked in crossovers double yellow lines

OLD KENT ROAD (S) 118 0 0

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines

ILDERTON ROAD (W) 290 5 1 0 0% 0 0

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines

ILDERTON ROAD (E) 289 139 18 18 100% 4 0

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines

WHITE POST STREET (W) 63 49 8 5 63% 0 0

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines

WHITE POST STREET (E) 68 63 3 3 100% 0 0

Total kerb Length of No of No of cars Restricted Length of No of No of cars single yellow No of cars No of cars STREET NAME length (m) restricted restricted parked in parking single red single red single red single red parked in parked in parking (m) parking spaces restricted spaces stress (%) parking (m) parking spaces single yellow stress (%) crossovers double yellow lines

NEW CROSS ROAD (N) 146 48 8 1 13% 18 2 0 0% 0 0

Total kerb Length of No of No of cars Restricted Length of No of No of cars single yellow No of cars No of cars STREET NAME length (m) restricted restricted parked in parking single red single red single red single red parked in parked in parking (m) parking spaces restricted spaces stress (%) parking (m) parking spaces single yellow stress (%) crossovers double yellow lines

NEW CROSS ROAD (S) 142 18 3 0 0% 79 10 0 0% 0 0

Total kerb Length of No of No of cars unrestricted Length of No of No of cars Restricted Length of No of No of cars single yellow No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking restricted restricted parked in parking single red single red single red single red parked in parked in parking (m) parking spaces unrestricted spaces stress (%) parking (m) parking spaces restricted spaces stress (%) parking (m) parking spaces single yellow stress (%) crossovers double yellow lines

CHESTERFIELDS WAY (W) 87 28 5 5 100% 15 3 1 33% 10 1 0 0% 0 0

Total kerb Length of No of No of cars unrestricted Length of No of No of cars single yellow No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking single red single red single red single red parked in parked in parking (m) parking spaces unrestricted spaces stress (%) parking (m) parking spaces single yellow stress (%) crossovers double yellow lines

CHESTERFIELDS WAY (E) 92 54 10 9 90% 6 0 0 0% 1 3

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines

HORNSHAY STREET (N) 97 40 8 7 88% 0 0

Total kerb Length of No of No of cars unrestricted No of cars No of cars STREET NAME length (m) unrestricted unrestricted parked in parking parked in parked in parking (m) parking spaces unrestricted spaces stress (%) crossovers double yellow lines

HORNSHAY STREET (S) 96 86 12 12 100% 0 0

TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL TOTAL UNRESTRICTED UNRESTRICTED UNRESTRICTED RESTRICTED RESTRICTED RESTRICTED SINGLE RED SINGLE RED SINGLE RED SPACES PARKED STRESS % SPACES PARKED STRESS % SPACES PARKED STRESS %

65 59 91% 14 2 14% 13 0 0%

Appendix B

Date: 11 AUG 2017 13:59 Interpreted Listing Page: 1 of 1 (summary)

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional) Summary of Accidents Selected Site Reference and Description (zero accident counts shown in bold) Date Period Accidents B08ILDERRD.001 NODE 744 (OLD KENT ROAD/ILDERTON ROAD/BORO BDY) 60 MTS TO NOV-2016 11 B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 21

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: 11 AUG 2017 13:59 Interpreted Listing Page: 1 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.001 NODE 744 (OLD KENT ROAD/ILDERTON ROAD/BORO BDY) 60 MTS TO NOV-2016 SORTED BY DATE 1 0112MM70230 SUN 04/03/12 23:59 DARK OLD KENT ROAD J/W ILDERTON ROAD 08 NODE 744 535170/ / 177330 POLICE - AT SCENE ROAD-WET RAINING SINGLE CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS V1 WAS TURNING LEFT AND WAS HIT IN REAR BY V2. V1 SPUN OUT AND LOST CONTROL CASUALTY 001 (001) (48 Yrs - M SE10) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (48 Yrs - M SE10) TURNING LEFT NW TO NE JCT APP x BT - NOT REQUESTED BACK HIT FIRST

VEHICLE 002 (001) CAR (? Yrs - M UNKN) GOING AHEAD OTHER NW TO SE JCT APP BT - DRV NOT CONTACTED FRONT HIT FIRST

V001 A 410 (LOSS OF CONTROL) V002 B 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 308 (FOLLOWING TOO CLOSE) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)

2 0112MM70552 WED 04/07/12 22:50 DARK OLD KENT RD J/W ILDERTON RD 08 NODE 744 535190/ / 177320 POLICE - OVER COU ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS V2 OPENED DOOR AND HIT PASSING V1 CASUALTY 001 (001) (54 Yrs - M SE1 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) PEDAL CYCLE (54 Yrs - M SE1 ) OVERTAKE STAT VEH O/S NW TO SE JCT CLEARED x BT - NOT APPLICABLE FRONT HIT FIRST HIT OPEN DOOR VEHICLE 002 (001) CAR (? Yrs - U UNKN) PARKED P TO P JCT CLEARED BT - DRV NOT CONTACTED O/S HIT FIRST

V002 B 904 (VEHICLE DOOR OPENED OR CLOSED NEGLIGENTLY) V002 A 405 (FAILED TO LOOK PROPERLY)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 2 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.001 NODE 744 (OLD KENT ROAD/ILDERTON ROAD/BORO BDY) 60 MTS TO NOV-2016 SORTED BY DATE 3 0113MM70467 FRI 21/06/13 22:19 DARK OLD KENT ROAD J/W ILDERTON ROAD 08 NODE 744 535170/ / 177330 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS F.T.S V2 TURNED LEFT BUT FAILED TO SEE PEDAL CYCLIST V1 ON THE N/S CASUALTY 001 (001) (53 Yrs - M SE14) SLIGHT DRIVER/RIDER VEHICLE 001 (000) PEDAL CYCLE (53 Yrs - M SE14) GOING AHEAD OTHER NW TO SE JCT APP x BT - NOT APPLICABLE O/S HIT FIRST

VEHICLE 002 (000) CAR (? Yrs - U ) TURNING LEFT NW TO N LEAVING MAIN RD BT - DRV NOT CONTACTED N/S HIT FIRST

V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 403 (POOR TURN OR MANOEUVRE) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)

4 0113MM70710 WED 21/08/13 13:48 LIGHT OLD KENT ROAD J/W ILDERTON ROAD 08 NODE 744 535170/ / 177330 POLICE - OVER COU ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS V1 WAS CHANGING LANE TO LEFT AND WAS HITIN SIDE BY V2 CASUALTY 001 (001) (21 Yrs - F HA3 ) SLIGHT DRIVER/RIDER CASUALTY 002 (001) (20 Yrs - M UNKN) SLIGHT PASSENGER BACK SEAT xVEHICLE 001 (002) CAR (21 Yrs - F HA3 ) TURNING LEFT NW TO NE LEAVING MAIN RD BT - DRV NOT CONTACTED N/S HIT FIRST

VEHICLE 002 (001) CAR (? Yrs - U UNKN) OVERTAKING NEARSIDE NW TO SE JCT APP BT - DRV NOT CONTACTED FRONT HIT FIRST

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: 11 AUG 2017 13:59 Interpreted Listing Page: 3 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.001 NODE 744 (OLD KENT ROAD/ILDERTON ROAD/BORO BDY) 60 MTS TO NOV-2016 SORTED BY DATE 5 0113MM70718 WED 02/10/13 08:55 LIGHT OLD KENT ROAD J/W ILDERTON STREET 08 NODE 744 535150/ / 177330 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS V2 CHANGED LANE ACROSS PATH V1 CASUALTY 001 (001) (36 Yrs - M ME4 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) M/C > 500CC (36 Yrs - M ME4 ) GOING AHEAD OTHER SE TO NW COMM TO/FROM WORK JCT CLEARED x BT - NEGATIVE SKIDDED FRONT HIT FIRST

VEHICLE 002 (001) CAR (31 Yrs - M DA8 ) CHANGE LANE TO LEFT SE TO NW JCT CLEARED BT - NEGATIVE BACK HIT FIRST

V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)

6 0113MM70842 FRI 25/10/13 17:46 DARK OLD KENT RD J/W ILDERTON RD 08 NODE 744 535160/ / 177340 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS PED RAN ACROSS FRONT OF A COACH AND INTO PATH OF V1, CAUSING COLLISION. CASUALTY 001 (001) (19 Yrs - F SE15) SLIGHT PEDESTRIAN NE BOUND FROM DRIVERS O/SIDE VEHICLE 001 (000) M/C 50-125CC (26 Yrs - M BR8 ) OVERTAKE STAT VEH O/S NW TO SE COMM TO/FROM WORK JCT APP x BT - NOT REQUESTED N/S HIT FIRST BUS LANE C001 A 802 (FAILED TO LOOK PROPERLY) C001 A 808 (CARELESS/RECKLESS/IN A HURRY)

7 0114MM70273 FRI 28/03/14 19:45 DARK OLD KENT RD J/W ILDERTON RD 08 NODE 744 535180/ / 177330 POLICE - OVER COU ROAD-DRY WEATHER-FINE DUAL CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS V1 HIT THE REAR OF V2 CASUALTY 001 (002) (31 Yrs - M SE14) SLIGHT DRIVER/RIDER VEHICLE 001 (002) GDS =< 3.5T (27 Yrs - M DA8 ) GOING AHEAD OTHER NW TO SE JCT MID x BT - NEGATIVE FRONT HIT FIRST FOREIGN REG LHD VEHICLE 002 (001) PEDAL CYCLE (31 Yrs - M SE14) GOING AHEAD OTHER NW TO SE JCT MID BT - NOT APPLICABLE BACK HIT FIRST

V001 A 405 (FAILED TO LOOK PROPERLY) V001 A 308 (FOLLOWING TOO CLOSE)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 4 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.001 NODE 744 (OLD KENT ROAD/ILDERTON ROAD/BORO BDY) 60 MTS TO NOV-2016 SORTED BY DATE 8 0114MM70615 WED 02/07/14 00:49 DARK OLD KENT ROAD, J/W ILDERTON ROAD 08 NODE 744 535180/ / 177320 POLICE - AT SCENE ROAD-DRY WEATHER-UNKNOWN SINGLE CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS V2 BRAKED FOR AMBER ATS, FOLLOWING V1 THEN HIT REAR OF V2 CASUALTY 001 (001) (20 Yrs - M SE18) SLIGHT DRIVER/RIDER CASUALTY 002 (002) (40 Yrs - M RM8 ) SLIGHT DRIVER/RIDER xVEHICLE 001 (002) CAR (20 Yrs - M SE18) GOING AHEAD OTHER SE TO NW COMM TO/FROM WORK JCT APP BT - NOT REQUESTED FRONT HIT FIRST

VEHICLE 002 (001) CAR (40 Yrs - M RM8 ) SLOWING OR STOPPING SE TO NW COMM TO/FROM WORK JCT APP BT - NOT REQUESTED BACK HIT FIRST

V002 B 408 (SUDDEN BRAKING) V002 B 603 (NERVOUS/UNCERTAIN/ PANIC) V001 B 308 (FOLLOWING TOO CLOSE) V001 B 405 (FAILED TO LOOK PROPERLY)

9 0114MM70700 SUN 06/07/14 08:15 LIGHT OLD KENT ROAD J/W ILDERTON ROAD 08 NODE 744 535170/ / 177340 POLICE - OVER COU ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS V2 COLLIDED WITH REAR OF STAT V1 CASUALTY 001 (001) (57 Yrs - M SS9 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (57 Yrs - M SS9 ) GOING AHEAD HELD UP NW TO SE JCT APP x BT - DRV NOT CONTACTED BACK HIT FIRST

VEHICLE 002 (001) CAR (? Yrs - M SE8 ) GOING AHEAD OTHER NW TO SE JCT APP BT - DRV NOT CONTACTED FRONT HIT FIRST

V002 A 405 (FAILED TO LOOK PROPERLY)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 5 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.001 NODE 744 (OLD KENT ROAD/ILDERTON ROAD/BORO BDY) 60 MTS TO NOV-2016 SORTED BY DATE 10 0114MM70819 MON 18/08/14 15:50 LIGHT OLD KENT ROAD J.W ILDERTON ROAD 08 NODE 744 535170/ / 177340 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS V2 COLLIDED WITH REAR OF SLOWING V1 CASUALTY 001 (002) (42 Yrs - M DA1 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (? Yrs - U UNKN) TURNING LEFT NW TO NE JCT MID x BT - DRV NOT CONTACTED BACK HIT FIRST

VEHICLE 002 (001) PEDAL CYCLE (42 Yrs - M DA1 ) GOING AHEAD OTHER NW TO SE JCT MID BT - NOT APPLICABLE FRONT HIT FIRST

V002 A 405 (FAILED TO LOOK PROPERLY) V001 A 403 (POOR TURN OR MANOEUVRE) V001 A 408 (SUDDEN BRAKING) V001 A 602 (CARELESS/RECKLESS/IN A HURRY)

11 0115MM70787 SAT 29/08/15 22:15 DARK ILDERTON ROAD J.W OLD KENT ROAD 08 NODE 744 535180/ / 177340 POLICE - OVER COU ROAD-WET RAINING SINGLE CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS V2 COLLIDED WITH REAR OF STAT V1 CASUALTY 001 (001) (28 Yrs - F SE14) SLIGHT DRIVER/RIDER CASUALTY 002 (001) (27 Yrs - F UNKN) SLIGHT PASSENGER FRONT SEAT xVEHICLE 001 (002) CAR (28 Yrs - F SE14) WAITING TO TURN RIGHT NE TO NW JCT APP BT - DRV NOT CONTACTED BACK HIT FIRST

VEHICLE 002 (001) CAR (? Yrs - M UNKN) TURNING RIGHT NE TO NW JCT APP BT - DRV NOT CONTACTED FRONT HIT FIRST

V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 307 (TRAVELLING TOO FAST FOR CONDITIONS) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)

End of Accidents for B08ILDERRD.001 NODE 744 (OLD KENT ROAD/ILDERTON ROAD/BORO BDY)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 6 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 1 0112MM70005 TUE 17/01/12 03:58 DARK ILDERTON RD J/W SURREY CANAL RD 08 LINK 744-746 535230/ / 177960 POLICE - OVER COU ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 WAS ON WRONG SIDE OF RD AND HIT V1 AT SPEED HEAD ON CASUALTY 001 (001) (42 Yrs - M SE12) SLIGHT DRIVER/RIDER CASUALTY 002 (002) (20 Yrs - M SE8) SLIGHT DRIVER/RIDER xVEHICLE 001 (002) CAR (42 Yrs - M SE12) GOING AHEAD OTHER S TO N JCT APP BT - NEGATIVE FRONT HIT FIRST

VEHICLE 002 (001) CAR (20 Yrs - M SE8) GOING AHEAD OTHER N TO S JCT CLEARED BT - NEGATIVE FRONT HIT FIRST

V002 A 602 (CARELESS/RECKLESS/IN A HURRY) V002 A 601 (AGGRESSIVE DRIVING) V002 A 305 (ILLEGAL TURN OR DIRECTION OF TRAVEL) V002 A 306 (EXCEEDING SPEED LIMIT)

2 0112MM70204 TUE 27/03/12 14:20 LIGHT ILDERTON ROAD J/W HORNSHAY STREET 08 LINK 744-746 535240/ / 177560 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V1 HAS BRAKED SUDDENLY WHEN V2 HAS COLLIDED WITH REAR OF V1 CASUALTY 001 (001) (46 Yrs - M SE14) SERIOUS DRIVER/RIDER VEHICLE 001 (002) CAR (46 Yrs - M SE14) SLOWING OR STOPPING S TO N JCT APP x BT - NEGATIVE BACK HIT FIRST

VEHICLE 002 (001) GDS =< 3.5T (27 Yrs - M SE14) GOING AHEAD OTHER S TO N JNY PART OF WORK JCT APP BT - NEGATIVE FRONT HIT FIRST

V001 A 408 (SUDDEN BRAKING) V001 B 403 (POOR TURN OR MANOEUVRE) V002 A 308 (FOLLOWING TOO CLOSE) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 7 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 3 0112MM70651 WED 15/08/12 12:05 LIGHT ILDERTON ROAD J/W STOCKHOLM ROAD 08 LINK 744-746 535230/ / 178020 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 PULLED OUT INFRONT OF V1, V2 WASNT LOOKING WHEN HIT CASUALTY 001 (001) (34 Yrs - F SE6 ) SLIGHT DRIVER/RIDER CASUALTY 002 (002) (34 Yrs - M SE26) SLIGHT DRIVER/RIDER xVEHICLE 001 (002) CAR (34 Yrs - F SE6 ) GOING AHEAD OTHER SE TO NW JCT MID BT - NOT REQUESTED FRONT HIT FIRST

VEHICLE 002 (001) CAR (34 Yrs - M SE26) 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)

4 0112MM70811 WED 12/09/12 15:10 LIGHT ILDERTON RD J/W HORNSHAY STREET 08 LINK 744-746 535250/ / 177560 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY PRIV DRIVE GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 TURNED LEFT AND STOPPED IN FRONT OF V1 (SOLO-CAS1). V1 BRAKED, BUT COLLIDED WITH V2'S REAR. CASUALTY 001 (001) (36 Yrs - M SW2 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) M/C 50-125CC (36 Yrs - M SW2 ) SLOWING OR STOPPING N TO S JCT MID x BT - NOT REQUESTED FRONT HIT FIRST

VEHICLE 002 (001) CAR (30 Yrs - M CR0 ) WAITING TO TURN LEFT N TO E JCT MID BT - NOT REQUESTED BACK HIT FIRST

V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V001 B 306 (EXCEEDING SPEED LIMIT)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 8 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 5 0112TB01225 FRI 07/12/12 22:55 DARK ILDERTON ROAD J/W SHARRATT STREET 08 LINK 744-746 535230/ / 177760 POLICE - AT SCENE ROAD-WET WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V1 WAS EDGING OUT TO TURN RIGHT WHEN HIT BY V2(SOLO) CASUALTY 001 (002) (18 Yrs - M SE15) SERIOUS DRIVER/RIDER VEHICLE 001 (002) CAR (38 Yrs - M SE15) TURNING RIGHT E TO N JCT MID x BT - NEGATIVE O/S HIT FIRST

VEHICLE 002 (001) M/C 50-125CC (18 Yrs - M SE15) GOING AHEAD OTHER N TO S JCT MID BT - NOT PROVD (MEDCL REASONS) FRONT HIT FIRST

V001 A 405 (FAILED TO LOOK PROPERLY) V001 A 602 (CARELESS/RECKLESS/IN A HURRY) V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 405 (FAILED TO LOOK PROPERLY)

6 0113TD00044 SUN 06/01/13 18:15 LIGHT ILDERTON ROAD J/W SURREY CANAL ROAD 08 LINK 744-746 535230/ / 177980 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V1 WAS BEING PURSUED BY POLICE AND COLLIDED WITH STAT V2, CAUSING BOTH VEHICLES TO LOSE CONTROL CASUALTY 001 (002) (33 Yrs - M EN8 ) SERIOUS DRIVER/RIDER CASUALTY 002 (002) (13 Yrs - F EN8 ) FATAL PASSENGER BACK SEAT xCASUALTY 003 (002) (4 Yrs - M EN8 ) SLIGHT PASSENGER BACK SEAT CASUALTY 004 (002) (35 Yrs - F EN8 ) SERIOUS PASSENGER FRONT SEAT VEHICLE 001 (002) CAR (32 Yrs - M SE15) OVERTAKE STAT VEH O/S S TO N JCT APP BT - NOT REQUESTED FRONT HIT FIRST LEFT CWY OFFSIDE VEHICLE 002 (001) CAR (33 Yrs - M EN8 ) WAITING TO TURN RIGHT S TO E JCT APP BT - NOT REQUESTED O/S HIT FIRST

V001 A 601 (AGGRESSIVE DRIVING) V001 A 902 (VEHICLE IN COURSE OF CRIME) V001 A 602 (CARELESS/RECKLESS/IN A HURRY) V001 B 306 (EXCEEDING SPEED LIMIT)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 9 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 7 0113MM70171 MON 18/03/13 16:10 LIGHT ILDERTON ROAD J/W SURRY CANAL ROAD 08 LINK 744-746 535240/ / 177980 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN AUTO SIG NO XING FACILITY IN 50M V2 MIDJUDGED STAT V1 AND COLLIDED WITH REAR OF V1 CASUALTY 001 (001) (6 Yrs - F UNKN) SLIGHT PASSENGER BACK SEAT VEHICLE 001 (002) CAR (43 Yrs - M E4 ) GOING AHEAD HELD UP N TO S JCT APP x BT - NEGATIVE BACK HIT FIRST

VEHICLE 002 (001) CAR (40 Yrs - M DA7 ) GOING AHEAD OTHER N TO S JNY PART OF WORK JCT APP BT - NEGATIVE FRONT HIT FIRST

V002 A 406 (FAILED TO JUDGE OTHER PERSON'S PATH OR SPEED) V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)

8 0113MM70977 TUE 08/10/13 20:37 DARK ILDERTON ROAD J.W WAGNER STREET 08 LINK 744-746 535190/ / 177370 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V1 OVERTOOK VEHICLE AND COLLIDED WITH ONOCMING V2 V1 THEN COLLIDED STAT V3 CASUALTY 001 (001) (36 Yrs - M SE27) SERIOUS DRIVER/RIDER CASUALTY 002 (002) (57 Yrs - M CR8 ) SLIGHT DRIVER/RIDER xVEHICLE 001 (002) CAR (36 Yrs - M SE27) GOING AHEAD OTHER NE TO SW JCT CLEARED BT - POSITIVE FRONT HIT FIRST

VEHICLE 002 (001) CAR (57 Yrs - M CR8 ) GOING AHEAD OTHER SW TO NE JCT APP BT - NEGATIVE FRONT HIT FIRST

VEHICLE 003 (001) CAR (? Yrs - U UNKN) PARKED P TO P JCT CLEARED BT - NOT REQUESTED O/S HIT FIRST

V001 A 405 (FAILED TO LOOK PROPERLY) V001 A 501 (IMPAIRED BY ALCOHOL)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 10 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 9 0114MM70114 WED 19/02/14 18:30 DARK ILDERTON RD J/W MANOR GROVE 08 LINK 744-746 535230/ / 177670 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V1 HIT THE REAR OF STATIONARY V2 CASUALTY 001 (002) (53 Yrs - M SE16) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (28 Yrs - M SE14) SLOWING OR STOPPING N TO S JCT APP x BT - NEGATIVE FRONT HIT FIRST

VEHICLE 002 (001) GDS => 7.5T (53 Yrs - M SE16) GOING AHEAD HELD UP N TO S JCT APP BT - NEGATIVE BACK HIT FIRST

V001 A 405 (FAILED TO LOOK PROPERLY) V001 A 308 (FOLLOWING TOO CLOSE)

10 0114MM70686 SUN 13/07/14 16:00 LIGHT ILDERTON RD J/W MANOR GROVE 08 LINK 744-746 535230/ / 177650 POLICE - OVER COU ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 HIT THE REAR OF STATIONARY V1 CASUALTY 001 (001) (42 Yrs - F SE16) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (42 Yrs - F SE16) GOING AHEAD HELD UP S TO N JCT APP x BT - DRV NOT CONTACTED BACK HIT FIRST

VEHICLE 002 (001) CAR (? Yrs - M UNKN) SLOWING OR STOPPING S TO N JCT APP BT - DRV NOT CONTACTED FRONT HIT FIRST

V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 308 (FOLLOWING TOO CLOSE)

11 0114MM71125 WED 17/09/14 15:15 LIGHT HORNSHAY STREET J.W ILDERTON ROAD 08 LINK 744-746 535260/ / 177560 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V1 RODE OFF PAVEMENT INTO THE SIDE OF V2 CASUALTY 001 (001) (37 Yrs - F SE14) SLIGHT DRIVER/RIDER VEHICLE 001 (002) PEDAL CYCLE (37 Yrs - F SE14) GOING AHEAD OTHER S TO N JCT APP x BT - NOT APPLICABLE FRONT HIT FIRST

VEHICLE 002 (001) CAR (36 Yrs - F SE15) TURNING RIGHT E TO N JCT APP BT - NOT REQUESTED O/S HIT FIRST

V001 A 405 (FAILED TO LOOK PROPERLY) V002 A 405 (FAILED TO LOOK PROPERLY)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 11 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 12 0114MM71038 SUN 02/11/14 11:56 LIGHT ILDERTON ROAD J.W ROLLINS STREET 08 LINK 744-746 535230/ / 177850 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 PULLED OUT INTO THE PATH OF V1 CASUALTY 001 (001) (29 Yrs - F SE9 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (29 Yrs - F SE9 ) GOING AHEAD OTHER N TO S JCT MID x BT - NOT REQUESTED FRONT HIT FIRST

VEHICLE 002 (001) CAR (39 Yrs - M SE15) GOING AHEAD OTHER W TO E JCT MID BT - NOT REQUESTED N/S HIT FIRST

V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)

13 0114MM71198 FRI 12/12/14 08:53 LIGHT ILDERTON ROAD J/W SHARRATT STREET 08 LINK 744-746 535230/ / 177760 POLICE - AT SCENE ROAD-WET WEATHER-FINE SINGLE CWY PRIV DRIVE GIVE WAY/UNCONT NO XING FACILITY IN 50M V1 TURNED LEFT AND COLLIDED WITH V2 ON PAVEMENT CASUALTY 001 (002) (6 Yrs - M SE14) SLIGHT DRIVER/RIDER Sch Attended : UNKNOWN x VEHICLE 001 (002) TAXI (31 Yrs - M BR6 ) TURNING LEFT S TO NW JNY PART OF WORK JCT MID BT - NOT REQUESTED N/S HIT FIRST

VEHICLE 002 (001) PEDAL CYCLE (6 Yrs - M SE14) GOING AHEAD OTHER S TO N JCT MID BT - NOT APPLICABLE FRONT HIT FIRST

V001 A 405 (FAILED TO LOOK PROPERLY) V002 A 405 (FAILED TO LOOK PROPERLY)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 12 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 14 0114MM71239 FRI 19/12/14 18:22 DARK SURREY CANAL ROAD J.W ILDERTON ROAD 08 LINK 744-746 535250/ / 177970 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS V2 COLLIDED WITH REAR OF STAT V1 CASUALTY 001 (001) (42 Yrs - F SE15) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (42 Yrs - F SE15) GOING AHEAD HELD UP E TO W JCT APP x BT - NOT REQUESTED BACK HIT FIRST

VEHICLE 002 (001) CAR (? Yrs - M UNKN) MOVING OFF E TO W LEAVING R'ABOUT BT - DRV NOT CONTACTED FRONT HIT FIRST

V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 602 (CARELESS/RECKLESS/IN A HURRY)

15 0115MM70363 THU 07/05/15 00:20 DARK ILDERTON ROAD J.W ROLLINS STREET 08 LINK 744-746 535230/ / 177850 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY CROSSROADS GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 PULLED OUT INTO THE PATH OF V1 CASUALTY 001 (001) (43 Yrs - M SE15) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (43 Yrs - M SE15) GOING AHEAD OTHER S TO N JCT MID x BT - NOT REQUESTED FRONT HIT FIRST

VEHICLE 002 (001) CAR (? Yrs - U UNKN) GOING AHEAD OTHER E TO W JCT MID BT - DRV NOT CONTACTED N/S HIT FIRST

V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 307 (TRAVELLING TOO FAST FOR CONDITIONS) V002 A 602 (CARELESS/RECKLESS/IN A HURRY) V002 A 302 (DISOBEYED GIVE WAY OR STOP SIGN OR MARKINGS)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 13 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 16 0115MM70587 SAT 18/07/15 11:00 LIGHT ILDERTON ROAD J.W MANOR GROVE 08 LINK 744-746 535240/ / 177650 POLICE - AT SCENE ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 OPENED DOOR INTO THE PATH OF V1 CASUALTY 001 (001) (54 Yrs - M SE1 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) PEDAL CYCLE (54 Yrs - M SE1 ) GOING AHEAD OTHER N TO S JCT CLEARED x BT - NOT APPLICABLE FRONT HIT FIRST HIT OPEN DOOR VEHICLE 002 (001) CAR (? Yrs - M UNKN) PARKED P TO P JCT CLEARED BT - DRV NOT CONTACTED O/S HIT FIRST

V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 904 (VEHICLE DOOR OPENED OR CLOSED NEGLIGENTLY)

17 0115MM70631 SAT 25/07/15 05:51 LIGHT ILDERTON RD J/W SHARRATT ST 08 LINK 744-746 535230/ / 177760 POLICE - AT SCENE ROAD-WET WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 TURNED LEFT AND GOT HIT BY V1 CASUALTY 001 (002) (55 Yrs - M SE8 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) CAR (? Yrs - M E17 ) TURNING LEFT E TO S JCT MID x BT - NEGATIVE O/S HIT FIRST

VEHICLE 002 (001) PEDAL CYCLE (55 Yrs - M SE8 ) GOING AHEAD OTHER N TO S JCT MID BT - NOT APPLICABLE FRONT HIT FIRST

V001 A 403 (POOR TURN OR MANOEUVRE) V001 A 402 (JUNCTION RESTART) V001 A 405 (FAILED TO LOOK PROPERLY)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 14 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 18 0115PL60927 WED 07/10/15 15:15 LIGHT SURRAY CANAL ROAD J/W ILDERTON ROAD 08 LINK 744-746 535240/ / 177970 POLICE - AT SCENE ROAD-DRY WEATHER-UNKNOWN SINGLE CWY T/STAG JUN AUTO SIG PEDN PHASE AT ATS FTS V2 HAS CLIPPED HANDLEBARS OF V1 THEN TURNED LEFT & DRIVEN OFF CASUALTY 001 (001) (32 Yrs - M SE23) SERIOUS DRIVER/RIDER VEHICLE 001 (002) PEDAL CYCLE (32 Yrs - M SE23) SLOWING OR STOPPING E TO W JCT APP x BT - NOT APPLICABLE O/S HIT FIRST

VEHICLE 002 (001) CAR (? Yrs - U UNKN) TURNING LEFT E TO S JCT APP BT - DRV NOT CONTACTED N/S HIT FIRST

V002 A 301 (DISOBEYED AUTOMATIC TRAFFIC SIGNAL) V002 A 307 (TRAVELLING TOO FAST FOR CONDITIONS) V002 A 407 (PASSING TOO CLOSE TO CYCLIST, HORSE RIDER OR PEDESTRIAN)

19 0116MM70325 FRI 01/04/16 14:05 LIGHT ILDERTON RD J/W STOCKHOLM RD 08 LINK 744-746 535230/ / 178020 POLICE - OVER COU ROAD-DRY WEATHER-FINE SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M V2 MOVED OFF INTO PATH OF V1, CAUSING COLLISION. CASUALTY 001 (001) (33 Yrs - M SE6 ) SLIGHT DRIVER/RIDER VEHICLE 001 (002) PEDAL CYCLE (33 Yrs - M SE6 ) GOING AHEAD OTHER N TO S JCT MID x BT - NOT APPLICABLE N/S HIT FIRST CYCLE LANE (ON CWY) VEHICLE 002 (001) TAXI (? Yrs - M UNKN) MOVING OFF NE TO SW JNY PART OF WORK JCT MID BT - DRV NOT CONTACTED FRONT HIT FIRST

V002 A 402 (JUNCTION RESTART) V002 A 405 (FAILED TO LOOK PROPERLY) V002 A 302 (DISOBEYED GIVE WAY OR STOP SIGN OR MARKINGS)

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Interpreted Listing Page: 15 of 15

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 20 01160001288 SAT 12/11/16 07:30 LIGHT ILDERTON ROAD J/W STOCKHOLM ROAD 08 LINK 744-746 535220/ / 178030 POLICE - AT SCENE ROAD-WET RAINING SINGLE CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M NOT KNOWN HOW COLLISION OCCURRED CASUALTY 001 (002) (39 Yrs - M SE15) SLIGHT DRIVER/RIDER VEHICLE 001 (000) CAR (? Yrs - U ) OVERTAKE MOVE VEH O/S N TO S JCT MID x BT - DRV NOT CONTACTED FRONT HIT FIRST

VEHICLE 002 (000) PEDAL CYCLE (39 Yrs - M SE15) GOING AHEAD OTHER S TO N COMM TO/FROM WORK JCT MID BT - NOT APPLICABLE FRONT HIT FIRST

V001 A 103 (SLIPPERY ROAD (DUE TO WEATHER)) V001 B 409 (SWERVED) V001 B 707 (VISION AFFECTED - RAIN, SLEET, SNOW, OR FOG) V001 B 306 (EXCEEDING SPEED LIMIT) V001 B 602 (CARELESS/RECKLESS/IN A HURRY)

21 01160003574 SAT 26/11/16 18:27 DARK ILDERTON ROAD J/W STOCKHOLM ROAD 08 LINK 744-746 535220/ / 178020 POLICE - AT SCENE ROAD-DRY WEATHER-FINE DUAL CWY T/STAG JUN GIVE WAY/UNCONT NO XING FACILITY IN 50M NOT KNOWN HOW COLLISION OCCURRED CASUALTY 001 (002) (24 Yrs - M SE17) SERIOUS DRIVER/RIDER VEHICLE 001 (000) CAR (27 Yrs - F SM3 ) TURNING RIGHT S TO N ENTERING MAIN RD x BT - NOT REQUESTED FRONT HIT FIRST

VEHICLE 002 (000) M/C <= 50CC (24 Yrs - M SE17) OVERTAKE MOVE VEH O/S S TO N JCT MID BT - NOT REQUESTED FRONT HIT FIRST

V002 A 403 (POOR TURN OR MANOEUVRE)

End of Accidents for B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 End of Report

DHARMARAJM LAAU - Accident Analysis System RACCM28INTL Date: 11 AUG 2017 13:59 Stick Diagram Page: 1 of 1 (summary)

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

Summary of Accidents Selected Site Reference and Description (zero accident counts shown in bold) Date Period Accidents B08ILDERRD.001 NODE 744 (OLD KENT ROAD/ILDERTON ROAD/BORO BDY) 60 MTS TO NOV-2016 11 B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 21

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: 11 AUG 2017 13:59 Stick Diagram Page: 1 of 5

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.001 NODE 744 (OLD KENT ROAD/ILDERTON ROAD/BORO BDY) 60 MTS TO NOV-2016 SORTED BY DATE 1 2 3 4 5 6 7 8 9 10 Accident Reference 0112MM70230 0112MM70552 0113MM70467 0113MM70710 0113MM70718 0113MM70842 0114MM70273 0114MM70615 0114MM70700 0114MM70819 Day SUNDAY WEDNESDAY FRIDAY WEDNESDAY WEDNESDAY FRIDAY FRIDAY WEDNESDAY SUNDAY MONDAY Date 04/03/2012 04/07/2012 21/06/2013 21/08/2013 02/10/2013 25/10/2013 28/03/2014 02/07/2014 06/07/2014 18/08/2014 Time 23:59 22:50 22:19 13:48 08:55 17:46 19:45 00:49 08:15 15:50 Light Conditions DARK DARK DARK LIGHT LIGHT DARK DARK DARK LIGHT LIGHT Road Surface WET DRY DRY DRY DRY DRY DRY DRY DRY DRY Severity SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT Conflict

Pedestrian Location 0 Contributory 410 V001 A 904 V002 B 405 V002 A 406 V002 A 405 V002 A 802 C001 A 405 V001 A 408 V002 B 405 V002 A 405 V002 A Factors 406 V002 B 405 V002 A 403 V002 A 602 V002 A 602 V002 A 808 C001 A 308 V001 A 603 V002 B 403 V001 A (* denotes pre 2005) 308 V002 A 602 V002 A 308 V001 B 408 V001 A 602 V002 A 405 V001 B 602 V001 A

Easting/Northing 535170 177330 535190 177320 535170 177330 535170 177330 535150 177330 535160 177340 535180 177330 535180 177320 535170 177340 535170 177340

Pedestrian 1 9 % Site Diagram Wet 2 18 %

Dark 7 64 % N

Severity / Months To 12 11/2012 12 11/2013 12 11/2014 12 11/2015 12 11/2016 Total Pct Fatal 0 0 0 0 0 0 0.0 % Serious 0 0 0 0 0 0 0.0 % Slight 2 4 4 1 0 11 100.0 % Total 2 4 4 1 0 11 Pct 18.2 % 36.4 % 36.4 % 9.1 % 0.0 %

DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 11 AUG 2017 13:59 Stick Diagram Page: 2 of 5

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.001 NODE 744 (OLD KENT ROAD/ILDERTON ROAD/BORO BDY) 60 MTS TO NOV-2016 SORTED BY DATE 11 Accident Reference 0115MM70787 Day SATURDAY Date 29/08/2015 Time 22:15 Light Conditions DARK Road Surface WET Severity SLIGHT Conflict

Pedestrian Location Contributory 405 V002 A Factors 307 V002 A (* denotes pre 2005) 602 V002 A

Easting/Northing 535180 177340

DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 11 AUG 2017 13:59 Stick Diagram Page: 3 of 5

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 1 2 3 4 5 6 7 8 9 10 Accident Reference 0112MM70005 0112MM70204 0112MM70651 0112MM70811 0112TB01225 0113TD00044 0113MM70171 0113MM70977 0114MM70114 0114MM70686 Day TUESDAY TUESDAY WEDNESDAY WEDNESDAY FRIDAY SUNDAY MONDAY TUESDAY WEDNESDAY SUNDAY Date 17/01/2012 27/03/2012 15/08/2012 12/09/2012 07/12/2012 06/01/2013 18/03/2013 08/10/2013 19/02/2014 13/07/2014 Time 03:58 14:20 12:05 15:10 22:55 18:15 16:10 20:37 18:30 16:00 Light Conditions DARK LIGHT LIGHT LIGHT DARK LIGHT LIGHT DARK DARK LIGHT Road Surface DRY DRY DRY DRY WET DRY DRY DRY DRY DRY Severity SLIGHT SERIOUS SLIGHT SLIGHT SERIOUS FATAL SLIGHT SERIOUS SLIGHT SLIGHT Conflict

Pedestrian Location Contributory 602 V002 A 408 V001 A 403 V002 A 406 V002 A 405 V001 A 601 V001 A 406 V002 A 405 V001 A 405 V001 A 405 V002 A Factors 601 V002 A 403 V001 B 405 V002 A 306 V001 B 602 V001 A 902 V001 A 405 V002 A 501 V001 A 308 V001 A 308 V002 A (* denotes pre 2005) 305 V002 A 308 V002 A 406 V002 A 602 V001 A 602 V002 A 306 V002 A 406 V002 A 405 V002 A 306 V001 B

Easting/Northing 535230 177960 535240 177560 535230 178020 535250 177560 535230 177760 535230 177980 535240 177980 535190 177370 535230 177670 535230 177650

Pedestrian 0 0 % Site Diagram Wet 4 19 %

Dark 7 33 % N

Severity / Months To 12 11/2012 12 11/2013 12 11/2014 12 11/2015 12 11/2016 Total Pct Fatal 0 1 0 0 0 1 4.8 % Serious 1 2 0 1 1 5 23.8 % Slight 3 1 4 5 2 15 71.4 % Total 4 4 4 6 3 21 Pct 19.0 % 19.0 % 19.0 % 28.6 % 14.3 %

DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 11 AUG 2017 13:59 Stick Diagram Page: 4 of 5

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 11 12 13 14 15 16 17 18 19 20 Accident Reference 0114MM71125 0114MM71038 0114MM71198 0114MM71239 0115MM70363 0115MM70587 0115MM70631 0115PL60927 0116MM70325 01160001288 Day WEDNESDAY SUNDAY FRIDAY FRIDAY THURSDAY SATURDAY SATURDAY WEDNESDAY FRIDAY SATURDAY Date 17/09/2014 02/11/2014 12/12/2014 19/12/2014 07/05/2015 18/07/2015 25/07/2015 07/10/2015 01/04/2016 12/11/2016 Time 15:15 11:56 08:53 18:22 00:20 11:00 05:51 15:15 14:05 07:30 Light Conditions LIGHT LIGHT LIGHT DARK DARK LIGHT LIGHT LIGHT LIGHT LIGHT Road Surface DRY DRY WET DRY DRY DRY WET DRY DRY WET Severity SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SLIGHT SERIOUS SLIGHT SLIGHT Conflict

Pedestrian Location Contributory 405 V001 A 405 V002 A 405 V001 A 405 V002 A 405 V002 A 405 V002 A 403 V001 A 301 V002 A 402 V002 A 103 V001 A Factors 405 V002 A 602 V002 A 405 V002 A 602 V002 A 307 V002 A 904 V002 A 402 V001 A 307 V002 A 405 V002 A 409 V001 B (* denotes pre 2005) 602 V002 A 405 V001 A 407 V002 A 302 V002 A 707 V001 B 302 V002 A 306 V001 B 602 V001 B

Easting/Northing 535260 177560 535230 177850 535230 177760 535250 177970 535230 177850 535240 177650 535230 177760 535240 177970 535230 178020 535220 178030

DHARMARAJM LAAU - Accident Analysis System RACCM28STICK Date: 11 AUG 2017 13:59 Stick Diagram Page: 5 of 5

Ilderton road Collisions - 5 years to 30- Nov -2016 (provisional)

B08ILDERRD.002 LINK 744-746 (ILDERTON ROAD) SOUTH OF 178040 60 MTS TO NOV-2016 SORTED BY DATE 21 Accident Reference 01160003574 Day SATURDAY Date 26/11/2016 Time 18:27 Light Conditions DARK Road Surface DRY Severity SERIOUS Conflict

Pedestrian Location Contributory 403 V002 A Factors (* denotes pre 2005)

Easting/Northing 535220 178020

DHARMARAJM LAAU - Accident Analysis System RACCM28STICK

Appendix C

Intelligent Data Collection Limited Ilderton Road

Client: Ardent Project Number: ID03514 Date of Survey: 19.10.2017 Survey Type: Kerbside Activity

App C pt1 Intelligent Data Collection Limited

Client: Ardent Date of Survey: 19.10.2017 Project Number: ID03514 Site Name: Tyre World Arm A: Tyre World Inbound Site Number: Site 1 Survey Type: Two-way Link Count Arm B: Tyre World Outbound

Inbound Counts Outbound Counts Two-way Total Time Cars LGV OGV1 OGV2 Buses M/C Cycle Total Cars LGV OGV1 OGV2 Buses M/C Cycle Total Cars LGV OGV1 OGV2 Buses M/C Cycle Total 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 09:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 0 1 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 1 0 0 0 0 0 2 10:00 3 0 0 0 0 0 0 3 1 1 0 0 0 0 0 2 4 1 0 0 0 0 0 5 10:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 10:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 10:45 2 0 0 0 0 0 0 2 2 0 0 0 0 0 0 2 4 0 0 0 0 0 0 4 11:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 11:30 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 3 0 0 0 0 0 0 3 11:45 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 12:30 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 13:30 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 13:45 0 1 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 1 0 0 0 0 0 2 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 1 0 0 0 0 0 0 1 1 1 0 0 0 0 0 2 2 1 0 0 0 0 0 3 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 1 1 0 0 0 0 0 2 1 0 0 0 0 0 0 1 2 1 0 0 0 0 0 3 15:30 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 1 1 0 0 0 0 0 2 15:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 16:30 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 16:45 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 3 3 0 0 0 0 0 0 3 17:00 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 17:15 0 1 0 0 0 0 0 1 1 1 0 0 0 0 0 2 1 2 0 0 0 0 0 3 17:30 2 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Start Time Rolling Hour Total Rolling Hour Total Rolling Hour Total 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 07:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 08:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 08:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 08:30 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 08:45 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 09:00 1 1 0 0 0 0 0 2 1 0 0 0 0 0 0 1 2 1 0 0 0 0 0 3 09:15 4 1 0 0 0 0 0 5 2 1 0 0 0 0 0 3 6 2 0 0 0 0 0 8 09:30 3 1 0 0 0 0 0 4 3 1 0 0 0 0 0 4 6 2 0 0 0 0 0 8 09:45 3 1 0 0 0 0 0 4 4 1 0 0 0 0 0 5 7 2 0 0 0 0 0 9 10:00 5 0 0 0 0 0 0 5 5 1 0 0 0 0 0 6 10 1 0 0 0 0 0 11 10:15 2 0 0 0 0 0 0 2 4 0 0 0 0 0 0 4 6 0 0 0 0 0 0 6 10:30 3 0 0 0 0 0 0 3 3 0 0 0 0 0 0 3 6 0 0 0 0 0 0 6 10:45 4 0 0 0 0 0 0 4 4 0 0 0 0 0 0 4 8 0 0 0 0 0 0 8 11:00 3 0 0 0 0 0 0 3 2 0 0 0 0 0 0 2 5 0 0 0 0 0 0 5 11:15 3 0 0 0 0 0 0 3 2 0 0 0 0 0 0 2 5 0 0 0 0 0 0 5 11:30 2 0 0 0 0 0 0 2 3 0 0 0 0 0 0 3 5 0 0 0 0 0 0 5 11:45 2 0 0 0 0 0 0 2 2 0 0 0 0 0 0 2 4 0 0 0 0 0 0 4 12:00 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 3 0 0 0 0 0 0 3 12:15 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 3 0 0 0 0 0 0 3 12:30 2 0 0 0 0 0 0 2 2 0 0 0 0 0 0 2 4 0 0 0 0 0 0 4 12:45 2 0 0 0 0 0 0 2 1 0 0 0 0 0 0 1 3 0 0 0 0 0 0 3 13:00 2 1 0 0 0 0 0 3 2 0 0 0 0 0 0 2 4 1 0 0 0 0 0 5 13:15 2 1 0 0 0 0 0 3 2 0 0 0 0 0 0 2 4 1 0 0 0 0 0 5 13:30 2 1 0 0 0 0 0 3 1 0 0 0 0 0 0 1 3 1 0 0 0 0 0 4 13:45 1 1 0 0 0 0 0 2 1 0 0 0 0 0 0 1 2 1 0 0 0 0 0 3 14:00 2 0 0 0 0 0 0 2 1 1 0 0 0 0 0 2 3 1 0 0 0 0 0 4 14:15 2 0 0 0 0 0 0 2 1 1 0 0 0 0 0 2 3 1 0 0 0 0 0 4 14:30 2 1 0 0 0 0 0 3 2 1 0 0 0 0 0 3 4 2 0 0 0 0 0 6 14:45 2 1 0 0 0 0 0 3 3 2 0 0 0 0 0 5 5 3 0 0 0 0 0 8 15:00 1 1 0 0 0 0 0 2 2 1 0 0 0 0 0 3 3 2 0 0 0 0 0 5 15:15 1 1 0 0 0 0 0 2 2 1 0 0 0 0 0 3 3 2 0 0 0 0 0 5 15:30 1 0 0 0 0 0 0 1 1 1 0 0 0 0 0 2 2 1 0 0 0 0 0 3 15:45 2 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 16:00 2 0 0 0 0 0 0 2 3 0 0 0 0 0 0 3 5 0 0 0 0 0 0 5 16:15 3 0 0 0 0 0 0 3 3 0 0 0 0 0 0 3 6 0 0 0 0 0 0 6 16:30 2 1 0 0 0 0 0 3 4 1 0 0 0 0 0 5 6 2 0 0 0 0 0 8 16:45 3 1 0 0 0 0 0 4 4 1 0 0 0 0 0 5 7 2 0 0 0 0 0 9 17:00 3 1 0 0 0 0 0 4 1 1 0 0 0 0 0 2 4 2 0 0 0 0 0 6

www.intelligent-data-collection.com Intelligent Data Collection Limited Ilderton Road

Client: Ardent Project Number: ID03514 Site Number: Site 2 Date of Survey: 19.10.2017 Site Name: Floyds Survey Type: Two-way Link Count

www.intelligent-data-collection.com Quality Assurance and Issue Record

Quality Assurance

Revision Rev A Date 02.11.2017 Prepared by Lauren Catterall Signature Checked by Luke Martin Signature Project Director Paul O'Neill Signature

Project number ID03514 ID03514 Ilderton File Ref Road - MCC Site 2 - 19.10.2017

Issue Sheet

Date Issued to 03.11.2017

Kevin Markey E-mail

www.intelligent-data-collection.com Contents Page

Location Plan & Summary MCC Data Move A,B MCC Data Move C,D MCC Data Move E,F PCU Data

www.intelligent-data-collection.com Intelligent Data Collection Limited

Client: Ardent Date of Survey: 19.10.2017 Project Number: ID03514 Site Name: Floyds Site Number: Site 2 Survey Type: Two-way Link Count

X Coordinate Y Coordinate Google Maps Link 51.479564 -0.054329 Click Here Junction Layout

N

Aerial Mapping and On-site Camera View

Additional Notes (Factors which may impact on survey results such as accidents, roadworks, special events): OGV1 values from 07:00 - 12:15 in A-B movements caused by a Fork-Lift Truck loading and unloading goods onto and from other vehicles.

www.intelligent-data-collection.com Intelligent Data Collection Limited

Client: Ardent Date of Survey: 19.10.2017 Project Number: ID03514 Site Name: Floyds Arm A: Floyds Entry Site Number: Site 2 Survey Type: Two-way Link Count Arm B: Floyds Exit

Move A - Inbound Counts Move B - Outbound Counts Two-way Total Time Cars LGV OGV1 OGV2 Buses M/C Cycle Total Cars LGV OGV1 OGV2 Buses M/C Cycle Total Cars LGV OGV1 OGV2 Buses M/C Cycle Total 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 2 0 0 0 0 0 0 2 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 07:15 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 07:30 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 07:45 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 08:00 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 08:15 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 08:30 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 08:45 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 09:00 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 09:15 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 09:30 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 09:45 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 10:00 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 10:15 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 10:30 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 10:45 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 11:00 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 11:15 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 11:30 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 11:45 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 12:00 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 12:15 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 12:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 13:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 13:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:30 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 14:45 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 15:00 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2 15:15 0 3 0 0 0 0 0 3 0 2 0 0 0 0 0 2 0 5 0 0 0 0 0 5 15:30 1 1 0 0 0 0 0 2 1 2 0 0 0 0 0 3 2 3 0 0 0 0 0 5 15:45 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 4 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 4 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 2 1 0 0 0 0 0 3 1 0 0 0 0 0 0 1 3 1 0 0 0 0 0 4 17:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 17:15 0 0 0 0 0 0 1 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 1 2 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1

www.intelligent-data-collection.com Start Time Rolling Hour Total Rolling Hour Total Rolling Hour Total 06:00 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 2 2 0 0 0 0 0 0 2 06:15 0 0 1 0 0 0 0 1 2 0 1 0 0 0 0 3 2 0 2 0 0 0 0 4 06:30 0 0 2 0 0 0 0 2 2 0 2 0 0 0 0 4 2 0 4 0 0 0 0 6 06:45 0 0 3 0 0 0 0 3 0 0 3 0 0 0 0 3 0 0 6 0 0 0 0 6 07:00 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 07:15 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 07:30 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 07:45 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 08:00 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 08:15 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 08:30 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 08:45 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 09:00 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 09:15 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 09:30 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 09:45 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 10:00 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 10:15 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 10:30 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 10:45 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 11:00 0 0 4 0 0 0 0 4 0 0 4 0 0 0 0 4 0 0 8 0 0 0 0 8 11:15 0 0 4 0 0 0 0 4 0 0 3 0 0 0 0 3 0 0 7 0 0 0 0 7 11:30 1 0 3 0 0 0 0 4 0 0 2 0 0 0 0 2 1 0 5 0 0 0 0 6 11:45 1 0 2 0 0 0 0 3 0 0 1 0 0 0 0 1 1 0 3 0 0 0 0 4 12:00 1 0 1 0 0 0 0 2 1 0 0 0 0 0 0 1 2 0 1 0 0 0 0 3 12:15 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 12:30 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 12:45 0 1 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 1 0 0 0 0 0 2 13:00 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 13:15 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 13:30 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 13:45 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 0 3 0 0 0 0 0 3 14:00 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 4 14:15 0 2 1 0 0 0 0 3 0 2 1 0 0 0 0 3 0 4 2 0 0 0 0 6 14:30 0 5 1 0 0 0 0 6 0 4 1 0 0 0 0 5 0 9 2 0 0 0 0 11 14:45 1 5 1 0 0 0 0 7 1 5 1 0 0 0 0 7 2 10 2 0 0 0 0 14 15:00 1 6 1 0 0 0 0 8 1 6 1 0 0 0 0 8 2 12 2 0 0 0 0 16 15:15 1 6 0 0 0 0 0 7 1 6 0 0 0 0 0 7 2 12 0 0 0 0 0 14 15:30 1 5 0 0 0 0 0 6 1 6 0 0 0 0 0 7 2 11 0 0 0 0 0 13 15:45 0 4 0 0 0 0 0 4 0 4 0 0 0 0 0 4 0 8 0 0 0 0 0 8 16:00 2 3 0 0 0 0 0 5 1 2 0 0 0 0 0 3 3 5 0 0 0 0 0 8 16:15 2 3 0 0 0 0 0 5 1 3 0 0 0 0 0 4 3 6 0 0 0 0 0 9 16:30 2 1 0 0 0 0 1 4 1 1 0 0 0 1 0 3 3 2 0 0 0 1 1 7 16:45 2 1 0 0 0 0 1 4 1 1 0 0 0 1 0 3 3 2 0 0 0 1 1 7 17:00 0 0 0 0 0 0 1 1 1 1 0 0 0 1 0 3 1 1 0 0 0 1 1 4

www.intelligent-data-collection.com Intelligent Data Collection Limited

Client: Ardent Date of Survey: 19.10.2017 Project Number: ID03514 Site Name: Floyds Arm A: Floyds Entry Site Number: Site 2 Survey Type: Two-way Link Count Arm B: Floyds Exit

Move C - Inbound Counts Move D - Outbound Counts Two-way Total Time Cars LGV OGV1 OGV2 Buses M/C Cycle Total Cars LGV OGV1 OGV2 Buses M/C Cycle Total Cars LGV OGV1 OGV2 Buses M/C Cycle Total 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 1 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 1 1 0 0 0 0 2 07:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 07:45 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 08:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 08:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 08:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 1 1 0 0 0 0 0 2 1 0 0 0 0 0 0 1 2 1 0 0 0 0 0 3 09:15 0 1 0 0 0 0 0 1 1 1 0 0 0 0 0 2 1 2 0 0 0 0 0 3 09:30 0 2 0 0 0 0 0 2 0 1 0 0 0 0 0 1 0 3 0 0 0 0 0 3 09:45 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 11:00 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 0 3 0 0 0 0 0 3 11:15 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 11:30 0 2 0 0 0 0 0 2 0 1 1 0 0 0 0 2 0 3 1 0 0 0 0 4 11:45 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 1 1 0 0 0 0 0 2 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 12:30 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 4 12:45 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 4 13:00 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:15 0 1 0 0 0 0 1 2 0 1 0 0 0 0 1 2 0 2 0 0 0 0 2 4 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:30 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 15:45 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 4 16:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 16:15 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 4 16:30 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 16:45 0 1 1 0 0 0 0 2 0 2 0 0 0 0 0 2 0 3 1 0 0 0 0 4 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

www.intelligent-data-collection.com Start Time Rolling Hour Total Rolling Hour Total Rolling Hour Total 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 1 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 1 1 0 0 0 0 2 06:30 0 1 0 0 0 0 0 1 0 0 1 0 0 0 0 1 0 1 1 0 0 0 0 2 06:45 0 1 0 0 0 0 0 1 0 1 1 0 0 0 0 2 0 2 1 0 0 0 0 3 07:00 0 2 0 0 0 0 0 2 0 1 1 0 0 0 0 2 0 3 1 0 0 0 0 4 07:15 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 0 3 0 0 0 0 0 3 07:30 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 0 3 0 0 0 0 0 3 07:45 1 1 0 0 0 0 0 2 0 1 0 0 0 0 0 1 1 2 0 0 0 0 0 3 08:00 1 0 0 0 0 0 0 1 0 1 0 0 0 0 0 1 1 1 0 0 0 0 0 2 08:15 2 1 0 0 0 0 0 3 1 0 0 0 0 0 0 1 3 1 0 0 0 0 0 4 08:30 2 2 0 0 0 0 0 4 2 1 0 0 0 0 0 3 4 3 0 0 0 0 0 7 08:45 1 4 0 0 0 0 0 5 2 2 0 0 0 0 0 4 3 6 0 0 0 0 0 9 09:00 1 5 0 0 0 0 0 6 2 2 0 0 0 0 0 4 3 7 0 0 0 0 0 10 09:15 0 4 0 0 0 0 0 4 1 2 0 0 0 0 0 3 1 6 0 0 0 0 0 7 09:30 0 3 0 0 0 0 0 3 0 1 0 0 0 0 0 1 0 4 0 0 0 0 0 4 09:45 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 10:00 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 10:15 0 1 0 0 0 0 0 1 0 3 0 0 0 0 0 3 0 4 0 0 0 0 0 4 10:30 0 1 1 0 0 0 0 2 0 3 0 0 0 0 0 3 0 4 1 0 0 0 0 5 10:45 0 3 1 0 0 0 0 4 0 4 1 0 0 0 0 5 0 7 2 0 0 0 0 9 11:00 0 3 1 0 0 0 0 4 1 4 1 0 0 0 0 6 1 7 2 0 0 0 0 10 11:15 0 2 1 0 0 0 0 3 1 2 1 0 0 0 0 4 1 4 2 0 0 0 0 7 11:30 0 2 0 0 0 0 0 2 1 3 1 0 0 0 0 5 1 5 1 0 0 0 0 7 11:45 0 2 0 0 0 0 0 2 1 4 0 0 0 0 0 5 1 6 0 0 0 0 0 7 12:00 0 4 0 0 0 0 0 4 0 5 0 0 0 0 0 5 0 9 0 0 0 0 0 9 12:15 0 5 0 0 0 0 0 5 0 6 0 0 0 0 0 6 0 11 0 0 0 0 0 11 12:30 0 5 0 0 0 0 0 5 0 5 0 0 0 0 0 5 0 10 0 0 0 0 0 10 12:45 0 3 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 6 0 0 0 0 0 6 13:00 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 1 0 0 0 0 1 2 0 1 0 0 0 0 1 2 0 2 0 0 0 0 2 4 13:45 0 1 0 0 0 0 1 2 0 1 0 0 0 0 1 2 0 2 0 0 0 0 2 4 14:00 0 1 0 0 0 0 1 2 0 1 0 0 0 0 1 2 0 2 0 0 0 0 2 4 14:15 0 1 0 0 0 0 1 2 0 1 0 0 0 0 1 2 0 2 0 0 0 0 2 4 14:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 14:45 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 15:00 0 3 0 0 0 0 0 3 0 3 0 0 0 0 0 3 0 6 0 0 0 0 0 6 15:15 0 3 0 0 0 0 0 3 0 4 0 0 0 0 0 4 0 7 0 0 0 0 0 7 15:30 0 5 0 0 0 0 0 5 0 6 0 0 0 0 0 6 0 11 0 0 0 0 0 11 15:45 0 5 0 0 0 0 0 5 0 5 0 0 0 0 0 5 0 10 0 0 0 0 0 10 16:00 0 4 1 0 0 0 0 5 0 5 0 0 0 0 0 5 0 9 1 0 0 0 0 10 16:15 0 4 1 0 0 0 0 5 0 4 0 0 0 0 0 4 0 8 1 0 0 0 0 9 16:30 0 2 1 0 0 0 0 3 0 2 0 0 0 0 0 2 0 4 1 0 0 0 0 5 16:45 0 1 1 0 0 0 0 2 0 2 0 0 0 0 0 2 0 3 1 0 0 0 0 4 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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Client: Ardent Date of Survey: 19.10.2017 Project Number: ID03514 Site Name: Floyds Arm A: Floyds Entry Site Number: Site 2 Survey Type: Two-way Link Count Arm B: Floyds Exit

Move E - Inbound Counts Move F - Outbound Counts Two-way Total Time Cars LGV OGV1 OGV2 Buses M/C Cycle Total Cars LGV OGV1 OGV2 Buses M/C Cycle Total Cars LGV OGV1 OGV2 Buses M/C Cycle Total 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:00 0 1 0 0 0 0 0 1 0 3 1 0 0 0 0 4 0 4 1 0 0 0 0 5 07:15 0 2 0 0 0 0 0 2 0 3 0 0 0 0 0 3 0 5 0 0 0 0 0 5 07:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 07:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 08:00 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 08:15 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 08:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 09:00 0 1 0 0 0 0 0 1 1 0 0 0 0 0 0 1 1 1 0 0 0 0 0 2 09:15 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 09:30 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 09:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 1 2 0 0 0 0 0 3 1 1 0 0 0 0 0 2 2 3 0 0 0 0 0 5 10:30 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 10:45 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 11:00 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 11:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 0 0 0 0 0 0 0 0 1 1 0 0 0 0 0 2 1 1 0 0 0 0 0 2 11:45 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 12:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 12:30 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 12:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:00 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 13:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13:45 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 14:00 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 14:15 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 14:30 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 14:45 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 15:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:15 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 15:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15:45 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 16:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 16:45 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 17:45 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

www.intelligent-data-collection.com Start Time Rolling Hour Total Rolling Hour Total Rolling Hour Total 06:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 0 1 0 0 0 0 0 1 0 3 1 0 0 0 0 4 0 4 1 0 0 0 0 5 06:30 0 3 0 0 0 0 0 3 0 6 1 0 0 0 0 7 0 9 1 0 0 0 0 10 06:45 0 3 0 0 0 0 0 3 0 7 1 0 0 0 0 8 0 10 1 0 0 0 0 11 07:00 0 3 0 0 0 0 0 3 0 8 1 0 0 0 0 9 0 11 1 0 0 0 0 12 07:15 0 3 0 0 0 0 0 3 0 5 0 0 0 0 0 5 0 8 0 0 0 0 0 8 07:30 1 1 0 0 0 0 0 2 1 2 0 0 0 0 0 3 2 3 0 0 0 0 0 5 07:45 1 1 0 0 0 0 0 2 1 1 0 0 0 0 0 2 2 2 0 0 0 0 0 4 08:00 2 1 0 0 0 0 0 3 1 0 0 0 0 0 0 1 3 1 0 0 0 0 0 4 08:15 2 1 0 0 0 0 0 3 2 0 0 0 0 0 0 2 4 1 0 0 0 0 0 5 08:30 1 1 0 0 0 0 0 2 1 1 0 0 0 0 0 2 2 2 0 0 0 0 0 4 08:45 1 1 0 0 0 0 0 2 1 2 0 0 0 0 0 3 2 3 0 0 0 0 0 5 09:00 0 1 0 0 0 0 0 1 1 2 0 0 0 0 0 3 1 3 0 0 0 0 0 4 09:15 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 09:30 1 2 0 0 0 0 0 3 1 2 0 0 0 0 0 3 2 4 0 0 0 0 0 6 09:45 1 3 0 0 0 0 0 4 1 1 0 0 0 0 0 2 2 4 0 0 0 0 0 6 10:00 1 4 0 0 0 0 0 5 1 2 0 0 0 0 0 3 2 6 0 0 0 0 0 8 10:15 2 4 0 0 0 0 0 6 1 2 0 0 0 0 0 3 3 6 0 0 0 0 0 9 10:30 1 2 0 0 0 0 0 3 0 1 0 0 0 0 0 1 1 3 0 0 0 0 0 4 10:45 1 1 0 0 0 0 0 2 1 2 0 0 0 0 0 3 2 3 0 0 0 0 0 5 11:00 1 1 0 0 0 0 0 2 1 1 0 0 0 0 0 2 2 2 0 0 0 0 0 4 11:15 0 1 0 0 0 0 0 1 1 1 0 0 0 0 0 2 1 2 0 0 0 0 0 3 11:30 0 2 0 0 0 0 0 2 1 1 0 0 0 0 0 2 1 3 0 0 0 0 0 4 11:45 0 3 0 0 0 0 0 3 0 1 0 0 0 0 0 1 0 4 0 0 0 0 0 4 12:00 0 2 0 0 0 0 0 2 0 1 0 0 0 0 0 1 0 3 0 0 0 0 0 3 12:15 0 3 0 0 0 0 0 3 0 2 0 0 0 0 0 2 0 5 0 0 0 0 0 5 12:30 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 4 12:45 0 1 0 0 0 0 0 1 0 1 0 0 0 0 0 1 0 2 0 0 0 0 0 2 13:00 1 1 0 0 0 0 0 2 0 1 0 0 0 0 0 1 1 2 0 0 0 0 0 3 13:15 1 0 0 0 0 0 0 1 1 0 0 0 0 0 0 1 2 0 0 0 0 0 0 2 13:30 1 1 0 0 0 0 0 2 1 0 0 0 0 0 0 1 2 1 0 0 0 0 0 3 13:45 1 2 0 0 0 0 0 3 1 1 0 0 0 0 0 2 2 3 0 0 0 0 0 5 14:00 0 2 0 0 0 0 0 2 1 2 0 0 0 0 0 3 1 4 0 0 0 0 0 5 14:15 0 2 0 0 0 0 0 2 0 2 0 0 0 0 0 2 0 4 0 0 0 0 0 4 14:30 1 1 0 0 0 0 0 2 1 2 0 0 0 0 0 3 2 3 0 0 0 0 0 5 14:45 1 0 0 0 0 0 0 1 1 1 0 0 0 0 0 2 2 1 0 0 0 0 0 3 15:00 1 1 0 0 0 0 0 2 1 0 0 0 0 0 0 1 2 1 0 0 0 0 0 3 15:15 1 1 0 0 0 0 0 2 1 0 0 0 0 0 0 1 2 1 0 0 0 0 0 3 15:30 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 15:45 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 16:00 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 16:15 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 16:30 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 16:45 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 17:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

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Client: Ardent Date of Survey: 19.10.2017 Project Number: ID03514 Site Name: Floyds Site Number: Site 2 Survey Type: Two-way Link Count

Arm A: Floyds Entry Arm B: Floyds Exit

PCU Summary PCU Summary Inbound Outbound Time Move A Move C Move E Move B Move D Move F 06:00 0 0 0 0 0 0 06:15 0 0 0 0 0 0 06:30 0 0 0 2 0 0 06:45 0 0 0 0 0 0 07:00 2 1 1 2 2 5 07:15 2 0 2 2 0 3 07:30 2 0 0 2 1 1 07:45 2 1 0 2 0 1 08:00 2 0 1 2 1 0 08:15 2 0 1 2 0 1 08:30 2 1 0 2 0 0 08:45 2 0 1 2 0 0 09:00 2 2 1 2 1 1 09:15 2 1 0 2 2 1 09:30 2 2 0 2 1 1 09:45 2 1 0 2 0 0 10:00 2 0 0 2 0 0 10:15 2 0 3 2 0 2 10:30 2 0 1 2 0 0 10:45 2 0 1 2 1 1 11:00 2 1 1 2 2 0 11:15 2 2 0 2 0 0 11:30 2 2 0 2 3 2 11:45 2 0 1 2 2 0 12:00 2 0 0 0 0 0 12:15 1 0 1 0 1 0 12:30 0 2 1 0 2 1 12:45 0 2 0 1 2 0 13:00 0 1 1 0 1 1 13:15 0 0 0 0 0 0 13:30 1 0 0 0 0 0 13:45 0 0 1 1 0 0 14:00 0 0 0 0 0 1 14:15 0 1 1 0 1 0 14:30 1 0 1 1 0 1 14:45 1 0 0 1 0 1 15:00 2 0 0 2 0 0 15:15 3 0 1 2 0 1 15:30 2 1 0 3 1 0 15:45 2 2 1 2 2 0 16:00 0 0 0 0 1 0 16:15 2 2 0 2 2 0 16:30 0 1 0 0 0 0 16:45 3 3 2 1 2 0 17:00 0 0 0 1 0 0 17:15 0 0 0 0 0 0 17:30 0 0 0 0 0 0 17:45 0 0 0 1 0 0

www.intelligent-data-collection.com Start Time Rolling Hour 06:00 0 0 0 2 0 0 06:15 2 1 1 4 2 5 06:30 4 1 3 6 2 8 06:45 6 1 3 6 3 9 07:00 8 2 3 8 3 10 07:15 8 1 3 8 2 5 07:30 8 1 2 8 2 3 07:45 8 2 2 8 1 2 08:00 8 1 3 8 1 1 08:15 8 3 3 8 1 2 08:30 8 4 2 8 3 2 08:45 8 5 2 8 4 3 09:00 8 6 1 8 4 3 09:15 8 4 0 8 3 2 09:30 8 3 3 8 1 3 09:45 8 1 4 8 0 2 10:00 8 0 5 8 1 3 10:15 8 1 6 8 3 3 10:30 8 3 3 8 3 1 10:45 8 5 2 8 6 3 11:00 8 5 2 8 7 2 11:15 8 4 1 6 5 2 11:30 7 2 2 4 6 2 11:45 5 2 3 2 5 1 12:00 3 4 2 1 5 1 12:15 1 5 3 1 6 2 12:30 0 5 2 1 5 2 12:45 1 3 1 1 3 1 13:00 1 1 2 1 1 1 13:15 1 0 1 1 0 1 13:30 1 1 2 1 1 1 13:45 1 1 3 2 1 2 14:00 2 1 2 2 1 3 14:15 4 1 2 4 1 2 14:30 7 0 2 6 0 3 14:45 8 1 1 8 1 2 15:00 9 3 2 9 3 1 15:15 7 3 2 7 4 1 15:30 6 5 1 7 6 0 15:45 4 5 1 4 5 0 16:00 5 6 2 3 5 0 16:15 5 6 2 4 4 0 16:30 3 4 2 2 2 0 16:45 3 3 2 2 2 0 17:00 0 0 0 2 0 0

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Appendix D

B

L

A

C

K

B

F

RIDGE

WA RIAR Quietway 1

TE RLOO BRIDGE MES S CS7 Waterloo to Greenwich THA OUND Tate R GR R PE Modern UP E CORNWALL FORD ST. London M S V TA OUTHWA Bridge I . S Waterloo B D L

R A R R East K

D CKFRIARS Southwark D STREET OA G Southbank RE R A ROA R Guy’s Centre E W RO T T Hospital ATER CU A E VEDE YORK D E T E L G TH S D U I King’s C ollege BE LOO WROA F R Waterloo EB FO STRE London BE B WESTMI R LK Borough H

ROA STREET L S O T HIG N . G K T N D R R S D IN TAB T A I ER RD. ST TY L W R G A A BOROUGH EE R N . H E Lambeth DGE RD T E RD BRI T GH ROAD A North U T S E O ROU T

S D . DG BO O V CS6 E BRI R G S R T ER ANG . OW W E Elephant NEW KENT ROAD T ILL ROAD & Castle O W W . RK ROAD Royal Mail AL D SOUTHWARK PA Sorting Office O K R L Paterson D

D KEN Park T R ON LYNTON ROAD T ROA ROAD U N UNT W D

OX ROA LE LEYS

Y D D CLOS NE South Bermondsey ROL E LS ROAD ROAD ILDE MES’S D. R A R I J R AD V

The . ROTHERHITHE TO STE E Den RIN R ST N G T AD

H R SURREY CANAL ROAD AMES

O

A CHILDERS S E RO OLD V Greenwich D E KENT S LY Wavelength Market

Bridgehouse A N Leisure Centre N Folkstone S RO Meadows TR TR F Gardens EET EET O FALGAR AD ROAD CREEK D . DE R ST A D D D O E R P TRA A R P S W T Greenwich N T D TF T E F E A R Deptford O E E O

Quietway E R M TR R R T D S

D

O

N HIGH C H

H G

HI

.

Cycle Superhighway New Cross S H

T IC

S . W ROSS ROA N EW C D T EE N . GR Deptford BLA Bridge CKHE ATH ROAD

Correct as of March 2017

Appendix E

TRANSPORT FOR LONDON

PTAL output for 2031 (Forecast) Map key - PTAL 4 0 (W orst) 1a 1b 2 SE15 1NW 3 4 Ilderton Rd, London SE15 1NW, UK 5 6a Easting: 535242, Northing: 177439 6b (Best)

Grid Cell: 65644 Map layers Report generated: 31/07/2017 PTAL (cell size: 100m)

This information is produced using forecasting tools and is subject to uncertainty.

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 2017 1 / 2 Calculation data Mode Stop Route Distance (metres) Frequency (vph) Walk Time (mins) SWT (mins) TAT (mins) EDF Weight AI Bus TUSTIN ESTATE 21 236.23 9.32 2.95 5.22 8.17 3.67 0.5 1.84 Bus TUSTIN ESTATE 53 236.23 8.28 2.95 5.62 8.58 3.5 0.5 1.75 Bus TUSTIN ESTATE 453 236.23 12.42 2.95 4.42 7.37 4.07 0.5 2.04 Bus TUSTIN ESTATE 172 236.23 6.21 2.95 6.83 9.78 3.07 0.5 1.53 Bus ILDERTON RD OLD KENT RD P12 21.51 6.21 0.27 6.83 7.1 4.23 1 4.23 Rail Queens Road - Peckham 'LNDNBDC-EPSM 2E+91 ' 912.73 0.33 11.41 91.66 103.07 0.29 0.5 0.15 Rail Queens Road - Peckham 'BCKNMJC-LNDNBDC S19/' 912.73 2 11.41 15.75 27.16 1.1 0.5 0.55 Rail Queens Road - Peckham 'LNDNBDC-BCKNMJC S19/' 912.73 2 11.41 15.75 27.16 1.1 0.5 0.55 Rail Queens Road - Peckham 'WIMBLDN-LNDNBDC ' 912.73 1 11.41 30.75 42.16 0.71 0.5 0.36 Rail Queens Road - Peckham 'WCROYDN-LNDNBDC S25/' 912.73 2 11.41 15.75 27.16 1.1 0.5 0.55 Rail Queens Road - Peckham 'LNDNBDC-WCROYDN S25/' 912.73 2 11.41 15.75 27.16 1.1 0.5 0.55 Rail Queens Road - Peckham 'LNDNBDC-WIMBLDN ' 912.73 1 11.41 30.75 42.16 0.71 0.5 0.36 Rail Queens Road - Peckham 'CLPHMJC-HBRYISL ' 912.73 4 11.41 8.25 19.66 1.53 1 1.53 Rail Queens Road - Peckham 'HBRYISL-CLPHMJC ' 912.73 4 11.41 8.25 19.66 1.53 0.5 0.76 Total Grid Cell AI: 16.74

Copyright TfL 2017 2 / 2

Appendix F

Morning Peak Evening Peak Daily Trips Proposed Office Arr Dep 2-Way Arr Dep 2-Way Arr Dep 2-Way Vehicle 4 1 5 1 4 5 16 15 31 Public Transport 44 0 44 2 34 36 104 102 206 Cyclists 1 0 1 0 1 1 4 4 7 Pedestrian 7 1 8 2 11 13 93 92 184 Total 56 2 58 5 49 54 216 212 428

Morning Peak Evening Peak Daily Trips Residential Arr Dep 2-Way Arr Dep 2-Way Arr Dep 2-Way Vehicle 0 1 1 1 0 1 5 6 11 Public Transport 9 43 52 29 14 43 196 217 413 Cyclists 1 3 3 2 1 3 13 14 27 Pedestrian 1 3 4 2 1 3 15 17 32

Existing Industrial Morning Peak Evening Peak Daily Trips (Surveys) Arr Dep 2-Way Arr Dep 2-Way Arr Dep 2-Way Vehicle 8 6 14 0 2 2 90 94 184

Net ( Existings vs. Morning Peak Evening Peak Daily Trips Proposed) Arr Dep 2-Way Arr Dep 2-Way Arr Dep 2-Way Vehicle -4 -4 -8 2 2 4 -69 -73 -142 Public Transport 53 43 96 31 47 78 300 318 619 Cyclists 2 3 5 2 2 4 17 18 34 Pedestrian 8 4 12 4 12 16 108 108 217

Morning Peak Evening Peak 14 hr Period Total Proposed Arr Dep 2-Way Arr Dep 2-Way Arr Dep 2-Way Vehicle 4 2 6 2 4 6 21 21 42 Public Transport 53 43 96 31 47 78 300 318 619 Cyclists 2 3 5 2 2 4 17 18 34 Pedestrian 8 4 12 4 12 16 108 108 217 Total People 67 52 119 39 65 104 446 466 911 TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 1 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

Calculation Reference: AUDIT-437201-170821-0842 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 02 - EMPLOYMENT Category : A - OFFICE MULTI-MODAL VEHICLES

Selected regions and areas: 01 GREATER LONDON CI CITY OF LONDON 2 days WH WANDSWORTH 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Gross floor area Actual Range: 1215 to 7567 (units: sqm) Range Selected by User: 408 to 17187 (units: sqm)

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/09 to 14/06/16

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Thursday 1 days Friday 2 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 3 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Town Centre 3

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Commercial Zone 2 Built-Up Zone 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 2 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

Secondary Filtering selection:

Use Class: B 1 3 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile: 10,001 to 15,000 1 days 50,001 to 100,000 2 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 250,001 to 500,000 1 days 500,001 or More 2 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.5 or Less 2 days 0.6 to 1.0 1 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: No 3 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating: 4 Good 1 days 5 Very Good 1 days 6b (High) Excellent 1 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 3 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

LIST OF SITES relevant to selection parameters

1 CI-02-A-02 OFFICES CITY OF LONDON GRACECHURCH STREET MONUMENT CITY OF LONDON Town Centre Commercial Zone Total Gross floor area: 9 8 0 3 sqm Survey date: FRIDAY 29/11/13 Survey Type: MANUAL 2 CI-02-A-03 OFFICES CITY OF LONDON MONUMENT STREET MONUMENT CITY OF LONDON Town Centre Commercial Zone Total Gross floor area: 1 9 5 1 sqm Survey date: FRIDAY 29/11/13 Survey Type: MANUAL 3 WH-02-A-02 OFFICES WANDSWORTH BATTERSEA PARK ROAD

BATTERSEA Town Centre Built-Up Zone Total Gross floor area: 1 2 1 5 sqm Survey date: THURSDAY 10/05/12 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count.

MANUALLY DESELECTED SITES

Site Ref Reason for Deselection BT-02-A-02 not applicable CI-02-A-01 not applicable HD-02-A-08 not applicable TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 4 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.075 3 3578 0.037 3 3578 0.112 08:00 - 09:00 3 3578 0.196 3 3578 0.047 3 3578 0.243 09:00 - 10:00 3 3578 0.084 3 3578 0.028 3 3578 0.112 10:00 - 11:00 3 3578 0.056 3 3578 0.065 3 3578 0.121 11:00 - 12:00 3 3578 0.084 3 3578 0.056 3 3578 0.140 12:00 - 13:00 3 3578 0.075 3 3578 0.065 3 3578 0.140 13:00 - 14:00 3 3578 0.037 3 3578 0.037 3 3578 0.074 14:00 - 15:00 3 3578 0.047 3 3578 0.056 3 3578 0.103 15:00 - 16:00 3 3578 0.047 3 3578 0.084 3 3578 0.131 16:00 - 17:00 3 3578 0.028 3 3578 0.084 3 3578 0.112 17:00 - 18:00 3 3578 0.065 3 3578 0.186 3 3578 0.251 18:00 - 19:00 3 3578 0.028 3 3578 0.056 3 3578 0.084 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.822 0.801 1.623

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 5 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 6 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 7 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 8 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL TAXIS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.028 3 3578 0.019 3 3578 0.047 08:00 - 09:00 3 3578 0.019 3 3578 0.028 3 3578 0.047 09:00 - 10:00 3 3578 0.009 3 3578 0.009 3 3578 0.018 10:00 - 11:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 11:00 - 12:00 3 3578 0.009 3 3578 0.009 3 3578 0.018 12:00 - 13:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 13:00 - 14:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 14:00 - 15:00 3 3578 0.009 3 3578 0.009 3 3578 0.018 15:00 - 16:00 3 3578 0.009 3 3578 0.009 3 3578 0.018 16:00 - 17:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 17:00 - 18:00 3 3578 0.047 3 3578 0.037 3 3578 0.084 18:00 - 19:00 3 3578 0.019 3 3578 0.028 3 3578 0.047 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.149 0.148 0.297

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 9 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 10 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 11 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 12 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL OGVS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 08:00 - 09:00 3 3578 0.009 3 3578 0.009 3 3578 0.018 09:00 - 10:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 10:00 - 11:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 11:00 - 12:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 12:00 - 13:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 13:00 - 14:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 14:00 - 15:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 15:00 - 16:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 16:00 - 17:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 17:00 - 18:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 18:00 - 19:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.009 0.009 0.018

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 13 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 14 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 15 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 16 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL PSVS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 08:00 - 09:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 09:00 - 10:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 10:00 - 11:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 11:00 - 12:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 12:00 - 13:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 13:00 - 14:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 14:00 - 15:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 15:00 - 16:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 16:00 - 17:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 17:00 - 18:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 18:00 - 19:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.000 0.000 0.000

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 17 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 18 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 19 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 20 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL CYCLISTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.037 3 3578 0.009 3 3578 0.046 08:00 - 09:00 3 3578 0.075 3 3578 0.000 3 3578 0.075 09:00 - 10:00 3 3578 0.000 3 3578 0.009 3 3578 0.009 10:00 - 11:00 3 3578 0.009 3 3578 0.000 3 3578 0.009 11:00 - 12:00 3 3578 0.000 3 3578 0.009 3 3578 0.009 12:00 - 13:00 3 3578 0.019 3 3578 0.019 3 3578 0.038 13:00 - 14:00 3 3578 0.019 3 3578 0.000 3 3578 0.019 14:00 - 15:00 3 3578 0.000 3 3578 0.009 3 3578 0.009 15:00 - 16:00 3 3578 0.028 3 3578 0.019 3 3578 0.047 16:00 - 17:00 3 3578 0.009 3 3578 0.028 3 3578 0.037 17:00 - 18:00 3 3578 0.000 3 3578 0.065 3 3578 0.065 18:00 - 19:00 3 3578 0.000 3 3578 0.028 3 3578 0.028 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.196 0.195 0.391

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 21 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 22 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 23 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 24 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL VEHICLE OCCUPANTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.102 3 3578 0.037 3 3578 0.139 08:00 - 09:00 3 3578 0.233 3 3578 0.047 3 3578 0.280 09:00 - 10:00 3 3578 0.084 3 3578 0.028 3 3578 0.112 10:00 - 11:00 3 3578 0.056 3 3578 0.065 3 3578 0.121 11:00 - 12:00 3 3578 0.093 3 3578 0.047 3 3578 0.140 12:00 - 13:00 3 3578 0.075 3 3578 0.075 3 3578 0.150 13:00 - 14:00 3 3578 0.047 3 3578 0.037 3 3578 0.084 14:00 - 15:00 3 3578 0.065 3 3578 0.065 3 3578 0.130 15:00 - 16:00 3 3578 0.075 3 3578 0.102 3 3578 0.177 16:00 - 17:00 3 3578 0.047 3 3578 0.093 3 3578 0.140 17:00 - 18:00 3 3578 0.075 3 3578 0.252 3 3578 0.327 18:00 - 19:00 3 3578 0.028 3 3578 0.093 3 3578 0.121 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.980 0.941 1.921

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 25 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 26 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 27 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 28 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL PEDESTRIANS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.112 3 3578 0.019 3 3578 0.131 08:00 - 09:00 3 3578 0.391 3 3578 0.047 3 3578 0.438 09:00 - 10:00 3 3578 0.410 3 3578 0.112 3 3578 0.522 10:00 - 11:00 3 3578 0.261 3 3578 0.252 3 3578 0.513 11:00 - 12:00 3 3578 0.149 3 3578 0.280 3 3578 0.429 12:00 - 13:00 3 3578 0.969 3 3578 1.314 3 3578 2.283 13:00 - 14:00 3 3578 1.379 3 3578 0.894 3 3578 2.273 14:00 - 15:00 3 3578 0.652 3 3578 0.363 3 3578 1.015 15:00 - 16:00 3 3578 0.280 3 3578 0.326 3 3578 0.606 16:00 - 17:00 3 3578 0.177 3 3578 0.494 3 3578 0.671 17:00 - 18:00 3 3578 0.093 3 3578 0.578 3 3578 0.671 18:00 - 19:00 3 3578 0.037 3 3578 0.168 3 3578 0.205 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 4.910 4.847 9.757

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 29 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 30 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 31 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 32 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL BUS/TRAM PASSENGERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.158 3 3578 0.009 3 3578 0.167 08:00 - 09:00 3 3578 0.429 3 3578 0.009 3 3578 0.438 09:00 - 10:00 3 3578 0.186 3 3578 0.009 3 3578 0.195 10:00 - 11:00 3 3578 0.056 3 3578 0.028 3 3578 0.084 11:00 - 12:00 3 3578 0.028 3 3578 0.177 3 3578 0.205 12:00 - 13:00 3 3578 0.084 3 3578 0.056 3 3578 0.140 13:00 - 14:00 3 3578 0.158 3 3578 0.019 3 3578 0.177 14:00 - 15:00 3 3578 0.056 3 3578 0.065 3 3578 0.121 15:00 - 16:00 3 3578 0.028 3 3578 0.140 3 3578 0.168 16:00 - 17:00 3 3578 0.037 3 3578 0.186 3 3578 0.223 17:00 - 18:00 3 3578 0.009 3 3578 0.401 3 3578 0.410 18:00 - 19:00 3 3578 0.000 3 3578 0.102 3 3578 0.102 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.229 1.201 2.430

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 33 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 34 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 35 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 36 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL TOTAL RAIL PASSENGERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.335 3 3578 0.019 3 3578 0.354 08:00 - 09:00 3 3578 1.882 3 3578 0.000 3 3578 1.882 09:00 - 10:00 3 3578 0.662 3 3578 0.037 3 3578 0.699 10:00 - 11:00 3 3578 0.233 3 3578 0.093 3 3578 0.326 11:00 - 12:00 3 3578 0.261 3 3578 0.354 3 3578 0.615 12:00 - 13:00 3 3578 0.140 3 3578 0.503 3 3578 0.643 13:00 - 14:00 3 3578 0.130 3 3578 0.280 3 3578 0.410 14:00 - 15:00 3 3578 0.196 3 3578 0.158 3 3578 0.354 15:00 - 16:00 3 3578 0.047 3 3578 0.270 3 3578 0.317 16:00 - 17:00 3 3578 0.280 3 3578 0.801 3 3578 1.081 17:00 - 18:00 3 3578 0.084 3 3578 1.388 3 3578 1.472 18:00 - 19:00 3 3578 0.028 3 3578 0.270 3 3578 0.298 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 4.278 4.173 8.451

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 37 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 38 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 39 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 40 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL COACH PASSENGERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 08:00 - 09:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 09:00 - 10:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 10:00 - 11:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 11:00 - 12:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 12:00 - 13:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 13:00 - 14:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 14:00 - 15:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 15:00 - 16:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 16:00 - 17:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 17:00 - 18:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 18:00 - 19:00 3 3578 0.000 3 3578 0.000 3 3578 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.000 0.000 0.000

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 41 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 42 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 43 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 44 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL PUBLIC TRANSPORT USERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.494 3 3578 0.028 3 3578 0.522 08:00 - 09:00 3 3578 2.311 3 3578 0.009 3 3578 2.320 09:00 - 10:00 3 3578 0.848 3 3578 0.047 3 3578 0.895 10:00 - 11:00 3 3578 0.289 3 3578 0.121 3 3578 0.410 11:00 - 12:00 3 3578 0.289 3 3578 0.531 3 3578 0.820 12:00 - 13:00 3 3578 0.224 3 3578 0.559 3 3578 0.783 13:00 - 14:00 3 3578 0.289 3 3578 0.298 3 3578 0.587 14:00 - 15:00 3 3578 0.252 3 3578 0.224 3 3578 0.476 15:00 - 16:00 3 3578 0.075 3 3578 0.410 3 3578 0.485 16:00 - 17:00 3 3578 0.317 3 3578 0.988 3 3578 1.305 17:00 - 18:00 3 3578 0.093 3 3578 1.789 3 3578 1.882 18:00 - 19:00 3 3578 0.028 3 3578 0.373 3 3578 0.401 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 5.509 5.377 1 0.886

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 45 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 46 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 47 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 48 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE MULTI-MODAL TOTAL PEOPLE Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 3 3578 0.745 3 3578 0.093 3 3578 0.838 08:00 - 09:00 3 3578 3.009 3 3578 0.102 3 3578 3.111 09:00 - 10:00 3 3578 1.342 3 3578 0.196 3 3578 1.538 10:00 - 11:00 3 3578 0.615 3 3578 0.438 3 3578 1.053 11:00 - 12:00 3 3578 0.531 3 3578 0.866 3 3578 1.397 12:00 - 13:00 3 3578 1.286 3 3578 1.966 3 3578 3.252 13:00 - 14:00 3 3578 1.733 3 3578 1.230 3 3578 2.963 14:00 - 15:00 3 3578 0.969 3 3578 0.662 3 3578 1.631 15:00 - 16:00 3 3578 0.457 3 3578 0.857 3 3578 1.314 16:00 - 17:00 3 3578 0.550 3 3578 1.603 3 3578 2.153 17:00 - 18:00 3 3578 0.261 3 3578 2.683 3 3578 2.944 18:00 - 19:00 3 3578 0.093 3 3578 0.662 3 3578 0.755 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1 1.591 1 1.358 2 2.949

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 1215 - 7567 (units: sqm) Survey date date range: 01/01/09 - 14/06/16 Number of weekdays (Monday-Friday): 3 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 3

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 49 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 50 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Monday 21/08/17 Page 51 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

This graph is a visual representation of the trip rate calculation results screen. The same time periods and trip rates are displayed, but in addition there is an additional column showing the percentage of the total trip rate by individual time period, allowing peak periods to be easily identified through observation. Note that the type of count and the selected direction is shown at the top of the graph. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 1 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

Calculation Reference: AUDIT-437201-170811-0857 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : C - FLATS PRIVATELY OWNED MULTI-MODAL VEHICLES

Selected regions and areas: 01 GREATER LONDON BT BRENT 1 days HO HOUNSLOW 2 days HV HAVERING 1 days KI KINGSTON 1 days NH NEWHAM 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Secondary Filtering selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Number of dwellings Actual Range: 12 to 493 (units: ) Range Selected by User: 9 to 493 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/09 to 30/11/16

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Monday 1 days Tuesday 1 days Wednesday 2 days Thursday 1 days Friday 1 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 6 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Town Centre 1 Edge of Town Centre 2 Suburban Area (PPS6 Out of Centre) 2 Neighbourhood Centre (PPS6 Local Centre) 1

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Development Zone 2 Residential Zone 2 Built-Up Zone 2

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 2 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

Secondary Filtering selection:

Use Class: C 3 6 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile: 10,001 to 15,000 1 days 25,001 to 50,000 4 days 50,001 to 100,000 1 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 125,001 to 250,000 1 days 500,001 or More 5 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.6 to 1.0 4 days 1.1 to 1.5 2 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: Yes 4 days No 2 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating: 2 Poor 3 days 3 Moderate 3 days

This data displays the number of selected surveys with PTAL Ratings. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 3 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

LIST OF SITES relevant to selection parameters

1 BT-03-C-01 BLOCKS OF FLATS BRENT LAKESIDE DRIVE

PARK ROYAL Suburban Area (PPS6 Out of Centre) Development Zone Total Number of dwellings: 1 7 0 Survey date: WEDNESDAY 28/09/16 Survey Type: MANUAL 2 HO-03-C-02 BLOCK OF FLATS HOUNSLOW HIGH STREET

BRENTFORD Town Centre Built-Up Zone Total Number of dwellings: 8 6 Survey date: WEDNESDAY 03/09/14 Survey Type: MANUAL 3 HO-03-C-03 BLOCKS OF FLATS HOUNSLOW COMMERCE ROAD

BRENTFORD Edge of Town Centre Development Zone Total Number of dwellings: 1 5 0 Survey date: FRIDAY 18/11/16 Survey Type: MANUAL 4 HV-03-C-02 BLOCKS OF FLATS HAVERING WATERLOO ROAD

ROMFORD Suburban Area (PPS6 Out of Centre) Built-Up Zone Total Number of dwellings: 4 9 3 Survey date: TUESDAY 22/11/16 Survey Type: MANUAL 5 KI-03-C-03 BLOCK OF FLATS KINGSTON PORTSMOUTH ROAD

SURBITON Edge of Town Centre Residential Zone Total Number of dwellings: 2 0 Survey date: MONDAY 11/07/16 Survey Type: MANUAL 6 NH-03-C-01 BLOCK OF FLATS NEWHAM ARTHINGWORTH STREET

STRATFORD Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Number of dwellings: 1 2 Survey date: THURSDAY 14/11/13 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 4 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.043 6 155 0.083 6 155 0.126 08:00 - 09:00 6 155 0.031 6 155 0.091 6 155 0.122 09:00 - 10:00 6 155 0.043 6 155 0.049 6 155 0.092 10:00 - 11:00 6 155 0.044 6 155 0.057 6 155 0.101 11:00 - 12:00 6 155 0.041 6 155 0.057 6 155 0.098 12:00 - 13:00 6 155 0.041 6 155 0.039 6 155 0.080 13:00 - 14:00 6 155 0.055 6 155 0.060 6 155 0.115 14:00 - 15:00 6 155 0.040 6 155 0.050 6 155 0.090 15:00 - 16:00 6 155 0.075 6 155 0.060 6 155 0.135 16:00 - 17:00 6 155 0.098 6 155 0.063 6 155 0.161 17:00 - 18:00 6 155 0.101 6 155 0.059 6 155 0.160 18:00 - 19:00 6 155 0.104 6 155 0.061 6 155 0.165 19:00 - 20:00 3 113 0.103 3 113 0.076 3 113 0.179 20:00 - 21:00 3 113 0.088 3 113 0.068 3 113 0.156 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.907 0.873 1.780

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 5 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL TAXIS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.003 6 155 0.002 6 155 0.005 08:00 - 09:00 6 155 0.002 6 155 0.003 6 155 0.005 09:00 - 10:00 6 155 0.003 6 155 0.002 6 155 0.005 10:00 - 11:00 6 155 0.001 6 155 0.001 6 155 0.002 11:00 - 12:00 6 155 0.002 6 155 0.003 6 155 0.005 12:00 - 13:00 6 155 0.000 6 155 0.000 6 155 0.000 13:00 - 14:00 6 155 0.001 6 155 0.001 6 155 0.002 14:00 - 15:00 6 155 0.000 6 155 0.000 6 155 0.000 15:00 - 16:00 6 155 0.005 6 155 0.004 6 155 0.009 16:00 - 17:00 6 155 0.001 6 155 0.002 6 155 0.003 17:00 - 18:00 6 155 0.005 6 155 0.004 6 155 0.009 18:00 - 19:00 6 155 0.006 6 155 0.006 6 155 0.012 19:00 - 20:00 3 113 0.006 3 113 0.009 3 113 0.015 20:00 - 21:00 3 113 0.000 3 113 0.000 3 113 0.000 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.035 0.037 0.072

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 6 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL OGVS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.004 6 155 0.005 6 155 0.009 08:00 - 09:00 6 155 0.001 6 155 0.000 6 155 0.001 09:00 - 10:00 6 155 0.004 6 155 0.004 6 155 0.008 10:00 - 11:00 6 155 0.005 6 155 0.004 6 155 0.009 11:00 - 12:00 6 155 0.001 6 155 0.001 6 155 0.002 12:00 - 13:00 6 155 0.000 6 155 0.000 6 155 0.000 13:00 - 14:00 6 155 0.003 6 155 0.005 6 155 0.008 14:00 - 15:00 6 155 0.002 6 155 0.001 6 155 0.003 15:00 - 16:00 6 155 0.000 6 155 0.002 6 155 0.002 16:00 - 17:00 6 155 0.000 6 155 0.000 6 155 0.000 17:00 - 18:00 6 155 0.003 6 155 0.002 6 155 0.005 18:00 - 19:00 6 155 0.000 6 155 0.000 6 155 0.000 19:00 - 20:00 3 113 0.000 3 113 0.000 3 113 0.000 20:00 - 21:00 3 113 0.000 3 113 0.000 3 113 0.000 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.023 0.024 0.047

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 7 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL PSVS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.000 6 155 0.000 6 155 0.000 08:00 - 09:00 6 155 0.000 6 155 0.000 6 155 0.000 09:00 - 10:00 6 155 0.000 6 155 0.000 6 155 0.000 10:00 - 11:00 6 155 0.000 6 155 0.000 6 155 0.000 11:00 - 12:00 6 155 0.000 6 155 0.000 6 155 0.000 12:00 - 13:00 6 155 0.000 6 155 0.000 6 155 0.000 13:00 - 14:00 6 155 0.000 6 155 0.000 6 155 0.000 14:00 - 15:00 6 155 0.000 6 155 0.000 6 155 0.000 15:00 - 16:00 6 155 0.000 6 155 0.000 6 155 0.000 16:00 - 17:00 6 155 0.000 6 155 0.000 6 155 0.000 17:00 - 18:00 6 155 0.000 6 155 0.000 6 155 0.000 18:00 - 19:00 6 155 0.000 6 155 0.000 6 155 0.000 19:00 - 20:00 3 113 0.000 3 113 0.000 3 113 0.000 20:00 - 21:00 3 113 0.000 3 113 0.000 3 113 0.000 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.000 0.000 0.000

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 8 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL CYCLISTS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.003 6 155 0.010 6 155 0.013 08:00 - 09:00 6 155 0.004 6 155 0.012 6 155 0.016 09:00 - 10:00 6 155 0.002 6 155 0.005 6 155 0.007 10:00 - 11:00 6 155 0.001 6 155 0.004 6 155 0.005 11:00 - 12:00 6 155 0.001 6 155 0.001 6 155 0.002 12:00 - 13:00 6 155 0.001 6 155 0.000 6 155 0.001 13:00 - 14:00 6 155 0.005 6 155 0.002 6 155 0.007 14:00 - 15:00 6 155 0.001 6 155 0.006 6 155 0.007 15:00 - 16:00 6 155 0.002 6 155 0.002 6 155 0.004 16:00 - 17:00 6 155 0.003 6 155 0.001 6 155 0.004 17:00 - 18:00 6 155 0.006 6 155 0.002 6 155 0.008 18:00 - 19:00 6 155 0.006 6 155 0.005 6 155 0.011 19:00 - 20:00 3 113 0.015 3 113 0.000 3 113 0.015 20:00 - 21:00 3 113 0.006 3 113 0.000 3 113 0.006 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.056 0.050 0.106

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 9 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL VEHICLE OCCUPANTS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.054 6 155 0.103 6 155 0.157 08:00 - 09:00 6 155 0.035 6 155 0.134 6 155 0.169 09:00 - 10:00 6 155 0.054 6 155 0.057 6 155 0.111 10:00 - 11:00 6 155 0.050 6 155 0.070 6 155 0.120 11:00 - 12:00 6 155 0.058 6 155 0.074 6 155 0.132 12:00 - 13:00 6 155 0.050 6 155 0.047 6 155 0.097 13:00 - 14:00 6 155 0.074 6 155 0.076 6 155 0.150 14:00 - 15:00 6 155 0.055 6 155 0.068 6 155 0.123 15:00 - 16:00 6 155 0.108 6 155 0.086 6 155 0.194 16:00 - 17:00 6 155 0.144 6 155 0.082 6 155 0.226 17:00 - 18:00 6 155 0.131 6 155 0.083 6 155 0.214 18:00 - 19:00 6 155 0.148 6 155 0.078 6 155 0.226 19:00 - 20:00 3 113 0.138 3 113 0.124 3 113 0.262 20:00 - 21:00 3 113 0.121 3 113 0.085 3 113 0.206 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 1.220 1.167 2.387

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 10 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL PEDESTRIANS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.012 6 155 0.042 6 155 0.054 08:00 - 09:00 6 155 0.030 6 155 0.104 6 155 0.134 09:00 - 10:00 6 155 0.041 6 155 0.041 6 155 0.082 10:00 - 11:00 6 155 0.016 6 155 0.043 6 155 0.059 11:00 - 12:00 6 155 0.030 6 155 0.037 6 155 0.067 12:00 - 13:00 6 155 0.054 6 155 0.029 6 155 0.083 13:00 - 14:00 6 155 0.035 6 155 0.035 6 155 0.070 14:00 - 15:00 6 155 0.029 6 155 0.033 6 155 0.062 15:00 - 16:00 6 155 0.077 6 155 0.029 6 155 0.106 16:00 - 17:00 6 155 0.039 6 155 0.035 6 155 0.074 17:00 - 18:00 6 155 0.049 6 155 0.023 6 155 0.072 18:00 - 19:00 6 155 0.035 6 155 0.039 6 155 0.074 19:00 - 20:00 3 113 0.079 3 113 0.059 3 113 0.138 20:00 - 21:00 3 113 0.071 3 113 0.044 3 113 0.115 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.597 0.593 1.190

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 11 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL BUS/TRAM PASSENGERS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.002 6 155 0.050 6 155 0.052 08:00 - 09:00 6 155 0.009 6 155 0.056 6 155 0.065 09:00 - 10:00 6 155 0.010 6 155 0.018 6 155 0.028 10:00 - 11:00 6 155 0.009 6 155 0.006 6 155 0.015 11:00 - 12:00 6 155 0.005 6 155 0.010 6 155 0.015 12:00 - 13:00 6 155 0.009 6 155 0.010 6 155 0.019 13:00 - 14:00 6 155 0.004 6 155 0.015 6 155 0.019 14:00 - 15:00 6 155 0.010 6 155 0.004 6 155 0.014 15:00 - 16:00 6 155 0.017 6 155 0.015 6 155 0.032 16:00 - 17:00 6 155 0.024 6 155 0.012 6 155 0.036 17:00 - 18:00 6 155 0.039 6 155 0.008 6 155 0.047 18:00 - 19:00 6 155 0.025 6 155 0.018 6 155 0.043 19:00 - 20:00 3 113 0.024 3 113 0.012 3 113 0.036 20:00 - 21:00 3 113 0.015 3 113 0.012 3 113 0.027 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.202 0.246 0.448

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 12 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL TOTAL RAIL PASSENGERS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.003 6 155 0.059 6 155 0.062 08:00 - 09:00 6 155 0.003 6 155 0.078 6 155 0.081 09:00 - 10:00 6 155 0.005 6 155 0.020 6 155 0.025 10:00 - 11:00 6 155 0.002 6 155 0.016 6 155 0.018 11:00 - 12:00 6 155 0.005 6 155 0.012 6 155 0.017 12:00 - 13:00 6 155 0.004 6 155 0.006 6 155 0.010 13:00 - 14:00 6 155 0.005 6 155 0.005 6 155 0.010 14:00 - 15:00 6 155 0.010 6 155 0.009 6 155 0.019 15:00 - 16:00 6 155 0.009 6 155 0.011 6 155 0.020 16:00 - 17:00 6 155 0.011 6 155 0.004 6 155 0.015 17:00 - 18:00 6 155 0.037 6 155 0.008 6 155 0.045 18:00 - 19:00 6 155 0.063 6 155 0.003 6 155 0.066 19:00 - 20:00 3 113 0.118 3 113 0.006 3 113 0.124 20:00 - 21:00 3 113 0.050 3 113 0.009 3 113 0.059 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.325 0.246 0.571

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 13 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL COACH PASSENGERS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.000 6 155 0.000 6 155 0.000 08:00 - 09:00 6 155 0.000 6 155 0.000 6 155 0.000 09:00 - 10:00 6 155 0.000 6 155 0.000 6 155 0.000 10:00 - 11:00 6 155 0.000 6 155 0.000 6 155 0.000 11:00 - 12:00 6 155 0.000 6 155 0.000 6 155 0.000 12:00 - 13:00 6 155 0.000 6 155 0.000 6 155 0.000 13:00 - 14:00 6 155 0.000 6 155 0.000 6 155 0.000 14:00 - 15:00 6 155 0.000 6 155 0.000 6 155 0.000 15:00 - 16:00 6 155 0.000 6 155 0.000 6 155 0.000 16:00 - 17:00 6 155 0.000 6 155 0.000 6 155 0.000 17:00 - 18:00 6 155 0.000 6 155 0.000 6 155 0.000 18:00 - 19:00 6 155 0.000 6 155 0.000 6 155 0.000 19:00 - 20:00 3 113 0.000 3 113 0.000 3 113 0.000 20:00 - 21:00 3 113 0.000 3 113 0.000 3 113 0.000 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.000 0.000 0.000

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 14 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL PUBLIC TRANSPORT USERS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.005 6 155 0.110 6 155 0.115 08:00 - 09:00 6 155 0.012 6 155 0.134 6 155 0.146 09:00 - 10:00 6 155 0.015 6 155 0.039 6 155 0.054 10:00 - 11:00 6 155 0.011 6 155 0.023 6 155 0.034 11:00 - 12:00 6 155 0.011 6 155 0.021 6 155 0.032 12:00 - 13:00 6 155 0.013 6 155 0.016 6 155 0.029 13:00 - 14:00 6 155 0.010 6 155 0.020 6 155 0.030 14:00 - 15:00 6 155 0.019 6 155 0.013 6 155 0.032 15:00 - 16:00 6 155 0.026 6 155 0.026 6 155 0.052 16:00 - 17:00 6 155 0.034 6 155 0.016 6 155 0.050 17:00 - 18:00 6 155 0.075 6 155 0.015 6 155 0.090 18:00 - 19:00 6 155 0.088 6 155 0.021 6 155 0.109 19:00 - 20:00 3 113 0.141 3 113 0.018 3 113 0.159 20:00 - 21:00 3 113 0.065 3 113 0.021 3 113 0.086 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.525 0.493 1.018

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 15 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL TOTAL PEOPLE Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.074 6 155 0.264 6 155 0.338 08:00 - 09:00 6 155 0.082 6 155 0.385 6 155 0.467 09:00 - 10:00 6 155 0.112 6 155 0.142 6 155 0.254 10:00 - 11:00 6 155 0.078 6 155 0.140 6 155 0.218 11:00 - 12:00 6 155 0.100 6 155 0.133 6 155 0.233 12:00 - 13:00 6 155 0.118 6 155 0.092 6 155 0.210 13:00 - 14:00 6 155 0.125 6 155 0.134 6 155 0.259 14:00 - 15:00 6 155 0.104 6 155 0.120 6 155 0.224 15:00 - 16:00 6 155 0.214 6 155 0.143 6 155 0.357 16:00 - 17:00 6 155 0.220 6 155 0.134 6 155 0.354 17:00 - 18:00 6 155 0.262 6 155 0.122 6 155 0.384 18:00 - 19:00 6 155 0.278 6 155 0.144 6 155 0.422 19:00 - 20:00 3 113 0.374 3 113 0.200 3 113 0.574 20:00 - 21:00 3 113 0.262 3 113 0.150 3 113 0.412 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.403 2.303 4.706

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 16 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL CARS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.031 6 155 0.068 6 155 0.099 08:00 - 09:00 6 155 0.026 6 155 0.079 6 155 0.105 09:00 - 10:00 6 155 0.030 6 155 0.035 6 155 0.065 10:00 - 11:00 6 155 0.030 6 155 0.043 6 155 0.073 11:00 - 12:00 6 155 0.027 6 155 0.042 6 155 0.069 12:00 - 13:00 6 155 0.032 6 155 0.030 6 155 0.062 13:00 - 14:00 6 155 0.040 6 155 0.045 6 155 0.085 14:00 - 15:00 6 155 0.031 6 155 0.041 6 155 0.072 15:00 - 16:00 6 155 0.057 6 155 0.042 6 155 0.099 16:00 - 17:00 6 155 0.081 6 155 0.050 6 155 0.131 17:00 - 18:00 6 155 0.077 6 155 0.043 6 155 0.120 18:00 - 19:00 6 155 0.089 6 155 0.046 6 155 0.135 19:00 - 20:00 3 113 0.082 3 113 0.059 3 113 0.141 20:00 - 21:00 3 113 0.079 3 113 0.062 3 113 0.141 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.712 0.685 1.397

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 17 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL LGVS Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.003 6 155 0.002 6 155 0.005 08:00 - 09:00 6 155 0.001 6 155 0.001 6 155 0.002 09:00 - 10:00 6 155 0.005 6 155 0.005 6 155 0.010 10:00 - 11:00 6 155 0.008 6 155 0.009 6 155 0.017 11:00 - 12:00 6 155 0.010 6 155 0.010 6 155 0.020 12:00 - 13:00 6 155 0.009 6 155 0.009 6 155 0.018 13:00 - 14:00 6 155 0.011 6 155 0.008 6 155 0.019 14:00 - 15:00 6 155 0.006 6 155 0.008 6 155 0.014 15:00 - 16:00 6 155 0.009 6 155 0.010 6 155 0.019 16:00 - 17:00 6 155 0.013 6 155 0.010 6 155 0.023 17:00 - 18:00 6 155 0.010 6 155 0.009 6 155 0.019 18:00 - 19:00 6 155 0.003 6 155 0.004 6 155 0.007 19:00 - 20:00 3 113 0.000 3 113 0.003 3 113 0.003 20:00 - 21:00 3 113 0.000 3 113 0.000 3 113 0.000 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.088 0.088 0.176

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 7.4.2 240717 B17.55 (C) 2017 TRICS Consortium Ltd Friday 11/08/17 Page 18 Ardent Consulting Engineers Suite 207, One Alie Street London E1 8DE Licence No: 437201

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED MULTI-MODAL MOTOR CYCLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 6 155 0.000 6 155 0.003 6 155 0.003 08:00 - 09:00 6 155 0.001 6 155 0.005 6 155 0.006 09:00 - 10:00 6 155 0.000 6 155 0.002 6 155 0.002 10:00 - 11:00 6 155 0.000 6 155 0.000 6 155 0.000 11:00 - 12:00 6 155 0.001 6 155 0.001 6 155 0.002 12:00 - 13:00 6 155 0.000 6 155 0.000 6 155 0.000 13:00 - 14:00 6 155 0.000 6 155 0.001 6 155 0.001 14:00 - 15:00 6 155 0.000 6 155 0.000 6 155 0.000 15:00 - 16:00 6 155 0.002 6 155 0.000 6 155 0.002 16:00 - 17:00 6 155 0.001 6 155 0.000 6 155 0.001 17:00 - 18:00 6 155 0.004 6 155 0.001 6 155 0.005 18:00 - 19:00 6 155 0.004 6 155 0.003 6 155 0.007 19:00 - 20:00 3 113 0.015 3 113 0.006 3 113 0.021 20:00 - 21:00 3 113 0.009 3 113 0.006 3 113 0.015 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.037 0.028 0.065

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 12 - 493 (units: ) Survey date date range: 01/01/09 - 30/11/16 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 1 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed.