lidl uki gmbh proposed lidl foodstore, fraser road, … · 1.1.2 the proposed lidl foodstore...

LIDL UKI GMBH

PROPOSED LIDL FOODSTORE, FRASER ROAD, ERITH

TRANSPORT ASSESSMENT FEBRUARY 2018

Proposed Lidl Foodstore, Fraser Road, Erith

Proposed Lidl Foodstore, Fraser Road, Erith Transport Assessment

Project No: J323173

Belsyre Court 57 Woodstock Road Oxford OX2 6HJ

( 01865 389 440

* [email protected] modetransport.co.uk

Prepared by: Approved by:

Simon Kerswell-Jensen

& Chris Holdup

Laura Fitzgerald

Document Status: Live Issue Number: v1.5 Date: 9 February 2017

File Reference: 180209 323173 ta v1.5.docx

C) Copyright mode transport limited. All rights reserved.

This report has been prepared for the exclusive use of the commissioning party and unless otherwise agreed in writing

mode transport limited, no other party may copy, reproduce, distribute, make use of, or rely on the contents of the report.

No liability is accepted by mode transport limited for any use of this report, other than for the purposes for which it was

originally prepared and provided.

Opinions and information provided in this report are on the basis of mode transport limited using due skill, care and

diligence in the preparation of the same and no explicit warranty is provided as to their accuracy. It should be noted and is

expressly stated that no independent verification of any of the documents or information supplied to mode transport limited

has been made.


Contents

1 Introduction 1

1.1 Report Context 1 1.2 Report Purpose 2 1.3 Report Objective 2 1.4 Report Structure 3

2 Transport Policy 5

2.1 Objective 5 2.2 National Policy 5 2.3 Regional Policy 6 2.4 Local Policy 9 2.5 Summary 11

3 Existing Site and Operations 12

3.1 Objective 12 3.2 Location 12 3.3 Permitted Use and Occupiers 13 3.4 Access and Parking Arrangements 13 3.5 Typical Operations 14 3.6 Summary 14

4 Sustainable Accessibility 16

4.1 Objective 16 4.2 Potential for Uptake 16 4.3 Walking 17 4.4 Cycling 17 4.5 Bus Services 18 4.6 Rail Services 20 4.7 Transport Connectivity 20 4.8 Summary 22

5 Development Proposals 23

5.1 Objective 23 5.2 Development Schedule 23 5.3 Car Parking Provision 23 5.4 Electric Vehicle Charging Points 24 5.5 Cycle Parking 25 5.6 Access Arrangements 26 5.7 Servicing Arrangements 26

6 Assessment Methodology and Scope 27

6.1 Objective 27 6.2 Assessment Methodology 27 6.3 Scope of Network and Time Periods 28 6.4 Summary 29

7 Baseline Traffic Flows 30

7.1 Objective 30 7.2 Erith Quarry Transport Assessment Traffic Flows 30 7.3 2017 Traffic Surveys 30 7.4 2022 Weekday Peak Hour 32 7.5 2022 Saturday Lidl Peak Hour 36 7.6 2022 Sunday Lidl Peak Hour 37 7.7 Matrices and Network Diagrams 38 7.8 Summary 38

8 Trip Generation 39

8.1 Introduction 39 8.2 Existing Site Use 39


8.3 Net Traffic Generation 46 8.4 Development Trip Types 48 8.5 Mode Share 50 8.6 Summary 51

9 Net Traffic Distribution and Assignment 52

9.1 Objective 52 9.2 Distribution and Assignment by Trip Types 52 9.3 Net Turning Movements on the Network 54 9.4 Summary 54

10 Junction Capacity Testing 55 10.1 Objective 55 10.2 Assessment Scenarios 55 10.3 Assumed Infrastructure 55 10.4 Modelling Results 56 10.5 Summary 61

11 Personal Injury Collision Analysis 62

12 Conclusions and Recommendation 65

12.1 Conclusions 65 12.2 Recommendation 66

Appendix A Site Layout Plan

Appendix B TFL Bus Spider Diagram

Appendix C PTAL Outputs

Appendix D TIM Outputs

Appendix E Swept Path Analysis Drawing

Appendix F Full Traffic Survey Data (ATC+ MCC)

Appendix G 2022 Baseline Data

Appendix H Lidl Operational Data

Appendix I TRICS Outputs

Appendix J Net Development Traffic

Appendix K Total Traffic

Appendix L Junctions Geometries

Appendix M Arcady and Picady Outputs

Appendix N PIC Data


Transport Assessment | 180209 323173 ta v1.5.docx 1

1 Introduction 1.1 Report Context

1.1.1 This Transport Assessment (TA) has been prepared by mode transport planning (mode)

on behalf of Lidl UKI GmbH (Lidl). It supports a full planning application submitted by Lidl,

for the proposed redevelopment of five non-food retail units with a proposed Lidl foodstore

at the Madford Trading Park in Erith, London Borough of Bexley. The application site is

located as per Figure 1.1.

Figure 1.1: Site Location Plan

1.1.2 The proposed Lidl foodstore comprises a Gross Internal Area (GIA) of 2211m2 (with

1405m2 sales area) with provision for 111 car parking spaces and 38 cycle parking spaces.

Access would be provided from a new priority junction onto the existing Wickes shared

access road, which connects with Fraser Road. The proposed site layout is attached as

Appendix A.



1.2 Report Purpose

1.2.1 The purpose of this TA is to assess the transport implications of the development proposals

as a change of the sites use and its layout. It should be read in conjunction with the Staff

Travel Plan (STP), Car Park Management Plan (CPMP), and Servicing Management Plan

(SMP), prepared by mode.

1.2.2 The scope and methodology for the assessment has been informed by pre-application

dialogue with London Borough of Bexley (LBB) highways officers. References are made

where necessary clarifying matters that have been discussed / agreed with LBB.

1.3 Report Objective

1.3.1 This TA aims to demonstrate that the following transport matters have been assessed and

where beneficial to do so, agreed with LBB prior to the submission of the planning

application:

§ The development proposals align well with National, Regional and Local planning

policy in transport terms;

§ The application site is well located to encourage uptake of sustainable travel by future

staff and customers of the proposed Lidl foodstore, supported by the accompanying

STP;

§ Baseline and future baseline traffic flows on the local network have been derived from

suitable sources via committed development proposal schemes and up-to-date traffic

surveys;

§ The net change in vehicle trips expected to be generated at the application site has

been quantified by undertaking traffic surveys of the existing uses and comparing with

trip rates recorded at similar existing Lidl food stores;

§ Detailed junction models have been prepared for key local junctions, where testing of

post-development junction performance has been considered necessary (including the

proposed site access); and

§ The proposed site layout and access arrangements accommodate all anticipated site

users in terms of parking and access by walking, cycling, public transport, car, service

vehicles (and other modes of transport where identified).



1.4 Report Structure

1.4.1 In-line with the above report purpose and objective, as well as best practice for the

preparation of transport assessments, this report has been prepared with the following

structure:

§ Chapter 2: Transport Policy provides an overview of the relevant national, regional

and local transport policies against which the development proposals have been

assessed;

§ Chapter 3: Existing Site and Operations provides a description of the existing

conditions at the site in terms of its location, permitted use, access and parking, as well

as typical operations;

§ Chapter 4: Sustainability Accessibility details the accessibility of the application site

by all sustainable travel modes, including reference to PTAL and travel time mapping;

§ Chapter 5: Development Proposals describes and justifies the development

proposals in terms of site layout, car and cycle parking provision, access and servicing

arrangements;

§ Chapter 6: Assessment Methodology outlines the means for assessing the

development proposal’s impact on the local road network by defining the scope in

terms of assessed time periods and junctions, quantifying baseline traffic in a future

year, existing and development traffic generation, distribution / assignment of net

development traffic by trip type and detailed modelling assessments measuring the net

traffic impact;

§ Chapter 7: Baseline Traffic Flows confirms the data sources of the baseline traffic

flows, as agreed with LBB highways officers, as well as the calculations and

assumptions made to derive turning movements within the assessment scope;

§ Chapter 8: Trip Generation quantifies the vehicle trip generation for the existing and

proposed site uses, providing net traffic movements expected on the local road

network, also differentiated by types of trip. An illustrative mode share of total people

trips is also provided;

§ Chapter 9: Net Traffic Distribution and Assignment summarises the assumptions

made for distributing / assignment net traffic movements within the assessment scope

by the four types of trip;

§ Chapter 10: Junction Capacity Testing measures the traffic impacts of the proposed

development by presenting the findings of detailed modelling assessments at junctions

within the assessment scope (including the site access);



§ Chapter 11: Personal Injury Collisions provides a review of personal injury collisions

(PICs) recorded in the last 5 years in proximity to the development proposals. These

are related to the development proposals and measured traffic impact in terms of

whether the development proposals are likely to exacerbate any existing PIC trends on

the network;

§ Chapter 12: Summary and Conclusions provides a summary of the report and

presents conclusions relevant to the consideration of the planning application in

transport terms.



2 Transport Policy 2.1 Objective

2.1.1 This chapter sets out the following National and Local transport policy relevant to the

development proposals, in order to highlight where the planning application is compliant

with policy in transport terms:

§ The National Planning Policy Framework (NPPF);

§ The London Plan, Spatial Development Strategy for Greater London; and

§ The London Borough of Bexley Core Strategy.

2.2 National Policy

2.2.1 The National Planning Policy Framework (NPPF) sets out the Government’s planning

policies for England and how they there are expected to be applied.

2.2.2 The NPPF presumes in favour of sustainable development and is a material consideration

in planning decisions. Twelve core land-use planning principle are put forward to underpin

both plan-making and decision-taking, one of which is to “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.”

2.2.3 Paragraph 32 addresses the relationship between development and sustainable transport

as follows:

“All developments that generate significant amounts of movement should be

supported by a transport statement or transport assessment. Plans and decisions

should take account of whether:

§ The opportunities for sustainable transport modes have been taken up depending on

the nature and location of the site, to reduce the need for major transport infrastructure;

§ Safe and sustainable access to the site can be achieved for all people; and

§ Improvements can be undertaken within the transport network that cost effectively limit

the significant impacts of the development. Development should only be prevented or

refused on transport grounds where the residual cumulative impacts of development

are severe.”

2.2.4 Paragraph 35 suggests that developments should be located and designed where practical

to among other things, give priority to pedestrian and cycle movements, have access to

high quality public transport facilities, create safe and secure layouts which minimise



conflicts between traffic and cyclists or pedestrians and consider the needs of people with

disabilities by all modes of transport.

2.2.5 It is noted that paragraph 36 that travel plans will provide a key tool in facilitating there

objective and all development that generate significant amounts of movements should

provide one.

2.2.6 Paragraph 37 encourages planning policies that aim for a balance of land uses within their

area so that people can be encouraged to minimise journey lengths for employment,

shopping, leisure, education and other activities.

2.2.7 Off street parking provision is referred to by paragraph 39, which says that in setting local

parking standards for development, local planning authorities should take into account

accessibility; the type, mix and use of the development; the availability of and opportunities

for public transport; local car ownership levels; and an overall need to reduce the use of

high-emission vehicles.

2.3 Regional Policy

2.3.1 ‘The London Plan; The Spatial Development Strategy for London consolidated with

alterations since 2011’ was adopted by the Mayor of London in March 2016. It sets out and

integrated economic, environmental, transport and social framework for the development

of London over the 20-25 years.

2.3.2 One of the Mayor’s six objectives for London, which is reiterated in Policy 1.1 in terms of

delivering the strategic vision and objectives for London is:

“A city where it is easy, safe and convenient for everyone to access jobs,

opportunities and facilities with an effective and effective transport system which

actively encourages more walking and cycling, makes better use of the Thames

and supports delivery of all the objectives of this plan.”

2.3.3 Policy 6.1 identifies the strategic approach to integrating transport and development and

states that the Mayor will work with relevant partners to encourage the closer integration of

transport and development:

“Encouraging patterns and nodes of development that reduce the need to travel

especially by car;

Seeking to improve the capacity and accessibility of public transport, walking and

cycling, particularly in areas of greatest demand;

Supporting development that generates high levels of trips at locations with high

levels of public transport accessibility and/or capacity, either currently or via



committed funded improvements including where appropriate, those provided by

developments through the use of planning obligations; and

Supporting measure that encourage shifts to more sustainable modes and

appropriate demand management.”

2.3.4 Policy 6.3 considers the assessment of effects of development on transport capacity and

states:

“a. Development proposals should ensure that impacts on transport capacity and

the transport network, at both a corridor and local level are assessed. Development

should not adversely affect safety on transport network…

c. Transport assessments will be required in accordance with TfL’s Transport

Assessment Best Practice Guidance for major planning applications. Workplace

and/or residential travel plans should be provided for planning applications

exceeding the thresholds in, and produced in accordance with, the relevant TfL

guidance. Construction logistics plans and delivery and servicing plans should be

secured in line with the London Freight Plan and should be co-ordinated with Travel

Plans.”

2.3.5 Policy 6.13 sets out the expected parking standards for London, and states:

“The Mayor wishes to see an appropriate balance being struck between promoting

new development and preventing excessive car parking provision that can

undermine cycling, walking and public transport use.”

In addition, developments in all parts of London must: a) ensure that 1 in 5 spaces

(both active and passive) provide an electrical charging point to encourage the

uptake of electric vehicles

b) provide parking for disabled people in line with (Table 6.2 London plan)

c) meet the minimum cycle parking standards set out in (Table 6.3 London Plan)

d) provide for the needs of businesses for delivery and servicing.”

The Replacement Plan 2017 (Draft)

2.3.6 The new London Plan 2017 (Replacement Plan) has been published for public consultation

until March 2018. Whilst not an adopted document, it does provide an indication of the

direction of planning policy at the regional level in the future, and is a material consideration

for planning applications.



2.3.7 Draft policy T1 relates to the strategic approach to transport during the plan period, with

the Mayor targeting that 80% of all trips in London be made by foot, cycle or public transport

in 2041. The policy also states the following in relation to new development:

“All development should make the most effective use of land, reflecting its

connectivity and accessibility by existing and future public transport, walking and

cycling routes, and ensure that any impacts on London’s transport networks and

supporting infrastructure are mitigated.”

2.3.8 Draft policy T4 relates to assessing and mitigating transport impacts

§ “Development plans and development proposals should reflect and be integrated with

current and planned transport access, capacity and connectivity.

§ Transport assessments should be submitted with development proposals to ensure

that any impacts on the capacity of the transport network (including impacts on

pedestrians and the cycle network), at the local, network-wide and strategic level, are

fully assessed. Transport assessments should focus on embedding the Healthy Streets

Approach within, and in the vicinity of, new development. Travel plans, parking design

and management plans, construction logistics plans and delivery and servicing plans

will be required in accordance with relevant Transport for London guidance.

§ Where appropriate, mitigation, either through direct provision of public transport,

walking and cycling facilities and highways improvements or through financial

contributions, will be required to address any adverse transport impacts that are

identified.

§ Where the ability to absorb increased travel demand through active travel modes has

been exhausted, existing public transport capacity is insufficient to allow for the travel

generated by proposed developments, and no firm plans and funding exist for an

increase in capacity to cater for the increased demand, planning permission may be

contingent on the provision of necessary public transport and active travel

infrastructure.”

2.3.9 Draft policy T6 Car Parking

§ “Where car parking is provided in new developments, provision should be made for

infrastructure for electric or other Ultra-Low Emission vehicles.

§ A Car Park Design and Management Plan should be submitted alongside all

applications which include car parking provision, indicating how the car parking will be

designed and managed, with reference to Transport for London guidance on car

parking management and car parking design.”



2.3.10 Draft policy T3 ‘Retail Parking’

2.3.11 The parking policies vary from the existing adopted London Plan to the draft Replacement

Plan, with car parking for the site subject to a standard of one space per 75 square metres

within ‘Outer London Opportunity Areas’ (of which Erith would be within). The cycle parking

standards would remain the same across both plan versions.

2.3.12 Due to the Draft London plan still being within an early consultation phase, the draft policies

are considered an indication of the broad direction of London policy in the future. As this

remains unadopted policy and there is uncertainty regarding its application in this location

for this foodstore land use, the current London Plan policies are considered to be more

relevant at the time of planning application submission.

2.4 Local Policy

2.4.1 Local policy is contained within the LBB Local Plan, which consists of a number of

documents forming the Development Plan. These include the Core Strategy, adopted in

February 2012, and Saved Policies of the LBB Unitary Development Plan adopted in 2004.

2.4.2 The key objective of the Core Strategy document is to:

“To promote development that assists regeneration and renewal within the borough

and enhances the quality of life of all Bexley residents, and encourage development

that promotes social inclusion, addresses local social and economic needs and

provides a better environment.”

2.4.3 Regarding transport, the Core Strategy contains a vision for sustainable transport in the

Borough. This seeks to:

“Promote sustainable forms of transport and seek to reduce the need to travel by

ensuring that jobs and other facilities are easily accessible to homes, and work

towards a more comprehensive, high-quality and integrated transport system,

which better meets the needs of residential businesses and visitors to Bexley.”

2.4.4 Policy CS15 states that the council will work to achieve a comprehensive high quality, safe,

integrated and sustainable transport system through the following actions:

“A. Increasing the capacity, frequency, accessibility and safety of established bus

and rail facilities;

F. Initiating or supporting the future development of major new transport

infrastructure proposals within or affecting Bexley, including the north Bexley

transit, DLR, river passenger services and crossing, and London underground

extensions to Bexley so as to explore, by continued negotiations with TfL a firm

basis for the further progression of these emerging schemes;



G. Adopting a parking policy that addresses the need for appropriate controls to

secure a sustainable environment within the borough, whilst recognising the need

to help viable development in town centres and major employment areas;

H. Improving the efficiency and promoting the sustainability freight movement in the

borough, the protection of viable safeguarded wharves on the River Thames, and

ensuring the construction and preservation of rail freight interchange facilities and

new wharves where this does not prejudice other objectives of the core strategy;

I. Encouraging walking and cycling within the borough through implementation of

local strategic walking and cycling programs, school travel plans, local safety

schemes and the provision of facilities within the development proposals and

environmental improvement projects;

J. Developing priority road schemes, where they assist regeneration and/or reduce

congestion, whilst generally promoting modal shift away from the use of the car;

and

k. Effectively maintaining and managing the existing highway network to ensure the

free flow of traffic, improve the environment, in particular air quality, and promote

safety, health and wellbeing.”

2.4.5 Policy CS16 relates to reducing the need to travel and the impact of travel:

“The council will seek to minimise the ned for and distances people travel, thereby

reducing the time cost and environmental effects of transportation and improving

accessibility and quality of life for Bexley residents by ensuring developments are

equipped to benefit from new technology, which helps generate more sustainable

travel patterns;

Promoting the provision of life/work accommodation in appropriate developments;

and

Promoting travel awareness campaigns, workplace travel plans, area based travel

plans and car clubs.”

2.4.6 Saved polices T1 and T2 of the LBB UDP require major development to be accompanied

by a Transport Assessment and Travel Plan.

2.4.7 Saved Policies T17 and T18 relate to parking and state that provision of off-street car

parking spaces should be made within the development, where retail and leisure

developments are located in or on the edge of town centre, the council may allow parking

spaces additional to the maximum standards.



2.5 Summary

2.5.1 National, regional and local level transport policy clearly encourages new development to

be located in areas that are readily accessible on foot, cycle and by public transport, making

use of available sites within built up locations.

2.5.2 The proposed Lidl foodstore offers a realistic choice of access to public transport, walking

and cycling, building on the existing foodstore operation. The site further benefits from its

location close to the principal road network, enabling easy access for commercial vehicles

away from sensitive local access roads.



3 Existing Site and Operations 3.1 Objective

3.1.1 This chapter describes the existing use at the application site, in terms of its location,

permitted use and occupiers, access and parking arrangements, as well as typical

operations.

3.1.2 With the support of baseline data collection detailed in Chapter 4, this chapter provides

context for subsequent consideration of how the development proposals are expected to

change the application site. This is both in terms of its layout and its impact on the local

road network.

3.2 Location

3.2.1 The application site is located on the western side of the Madford Trading Park, on the

southern side of Fraser Road (A206) and opposite the Europa Trading Estate.

3.2.2 A Wickes retail store is located on the eastern side of the Madford Trading Park and shares

the single vehicle access for customers of the trading park onto Fraser Road.

3.2.3 Immediately to the west of the site is Erith Quarry. This is being redeveloped with the

erection of 600 residential units, a primary school and a space for non-residential use (LBB

planning reference: 14/02155/OUT). The outlying areas of the application site are primarily

residential in nature.

3.2.4 More strategically, the application site is located approximately 760 metres west of the river

Thames, 5.8 kilometres north-west of Dartford and 5.3 kilometres north of Bexleyheath.

Belvedere is approximately 2 kilometres west of the site, which is where the nearest Lidl

distribution centre is located. The location of the site in context of the wider local area is

provided in Figure 3.1.

3.2.5 The location of the application site in terms of its accessibility from surrounding areas by

sustainable travel modes is detailed in Chapter 4.



Figure 3.1 Wider Local Area

3.3 Permitted Use and Occupiers

3.3.1 The Madford Trading Park was granted planning permission in May 2000 [98/00234/FUL].

This included a 1,937m2 GIA building for non-food retail located within the application site,

with the remainder of the trading park comprising the Wickes retail store to the east.

3.3.2 The non-food retail building within the application site is divided into five units. Four of the

five units are currently leased to building supply retailers, with the fifth being a car repairs

garage.

3.4 Access and Parking Arrangements

3.4.1 The application site currently has 59 car parking spaces that serve the five non-food retail

units. This provision includes six accessible parking spaces spread across the site. No

formal cycle parking spaces are currently provided for staff or visitors.



3.4.2 Vehicular access is distinguished between access to the car park and servicing access to

the rear of the retail units. Access to the car park is via a bell-mouth onto the Madford

Trading Park access road shared with the Wickes retail store. The Madford Trading Park

access road adjoins Fraser Road as a priority T-junction with ghost island right turn lane

arrangement.

3.4.3 Access to the servicing area to the rear of the retail units is provided via the aforementioned

bell-mouth onto the Madford Trading Park access road. Service vehicles currently egress

onto a private road named ‘Birch Walk’, bordering the western boundary of the application

site.

3.4.4 Birch Walk adjoins Fraser Road via a semi-formal bell-mouth at its northern end, also

providing access to commercial premises to the south. Service vehicles exiting the

application site egress onto Fraser Road in this location.

3.4.5 Traffic and parking accumulation surveys have been undertaken at the application site /

Madford Trading Park / site access to inform this TA. The purpose, methodology and

findings of these surveys are detailed in Chapter 5 and applied in following assessment

chapters.

3.5 Typical Operations

3.5.1 Operations at the site are typical of the non-food retail occupiers. Day-to-day activity

comprises customer and staff arrivals and departures, for varying lengths of stay over

typical retailing hours and days.

3.5.2 For customers, travel to and from the retail units largely takes place by car / van given the

nature of the building supply retailers and car repairs garage. Given the availability of car

parking, many staff are also assumed to park on site, although as detailed in Chapter 4,

there are sustainable access opportunities for travelling to and from the site by walking,

cycling and public transport.

3.5.3 As per the aforementioned access arrangements, servicing takes place to the rear of the

five units. Each of the five occupiers are assumed to have different servicing patterns.

3.5.4 The quantum of light and heavy vehicles currently servicing the site is quantified in Chapter 8.

3.6 Summary

3.6.1 The application site comprises an established permitted use for five non-food retail

occupiers. Each occupier generates staff and customer travel and parking demand, along

with servicing to the rear of each unit.



3.6.2 The application site has an established access arrangement, primarily via the Madford

Trading Park access onto Fraser Road, shared with the adjacent Wickes. This

accommodates car and HGV movements.



4 Sustainable Accessibility 4.1 Objective

4.1.1 This chapter details the sustainable access connections available to the application site

and relates these to the development proposals in terms of demographic and needs of

future site users.

4.2 Potential for Uptake

4.2.1 The proposed Lidl foodstore presents an opportunity for staff and customers to make

sustainable travel choices when travelling to and from the application site.

4.2.2 A high proportion of staff are expected to be employed locally and have limited access to

on-site parking spaces. The majority of staff are therefore expected to travel to and from

the site by sustainable travel modes.

4.2.3 The majority of customers are anticipated to live in the local area on the basis that a number

of Lidl foodstores already exist in the wider area. Existing Lidl stores within 2.5km, 5km and

10km radii of the application site (south of the Thames) are demonstrated on Figure 4.1.

Figure 4.1 Existing Lidl Store Locations



4.2.4 Given the majority of journeys are expected take place over shorter distances, sustainable

travel opportunities are focused on walking, cycling and local bus journeys. Few customers

are likely to travel to the site by rail, although these have been reviewed should some staff

travel over greater distances.

4.3 Walking

4.3.1 A network of pedestrian footways link the application site with surrounding residential and

employment areas, typical of the urban environment in Erith.

4.3.2 Fraser Road provides pedestrian access to the application site from all directions and has

well-lit, standard width pedestrian footways on both sides. Crossing of Fraser Road is

enabled by a number of pedestrian crossings, comprising tactile paving, circa 2.5m islands

and reflective bollards / beacons. The closest crossing is situated immediately to the west

of the site access junction and allows a crossing to the bus stop situated on the Europa

trading estate side of Fraser Road.

4.3.3 Pedestrian footways lead into the Madford Trading Park via the radii of the access with

Fraser Road. Details relating to how this will connect into the proposed site layout are

provided in Chapter 6.

4.3.4 Erith Train Station is within a 900m (approx. 9 minute) walk from the application site along

Fraser Road.

4.4 Cycling

4.4.1 Cycling provides a realistic opportunity for future staff in particular to travel over distances

greater than might otherwise be undertaken by walking to the application site.

4.4.2 Transport for London (TfL) provide cycle guides of signed cycle routes, recommended quiet

on-road routes, as well as general information about the cycle network in the area. ‘Cycle

Guide 8’ provides information on the borough of Bexley including the application site. This

has been collated as per Figure 4.2.



Figure 4.2 TfL Cycle Routes (as per Cycle Guide 8)

4.4.3 Figure 4.2 indicates that the area surrounding the application site comprises a number of

cycle ways and safe roads (as informed by feedback from cyclists) that link with the local

area and wider residential areas in East / South London boroughs.

4.4.4 Erith Train Station is within a 900m (approx. 4 minute) cycle from the application site along

Fraser Road.

4.5 Bus Services

4.5.1 The nearest bus stops to the application site are located on Fraser Road and are served

by TfL bus service 99. An eastbound stop is located opposite the application site frontage,

whilst a westbound stop is located adjacent to the Wickes retail store, a short distance to

the east. A summary of the 99 bus service is provided in Table 4.1.



Table 4.2 Bus Service Summary

Service Route Weekday Frequency (Daytime)

Saturday Frequency (Daytime)

Sunday Frequency (Daytime)

99

Bexleyheath,

Erith, and

Woolwich

Every 20 mins Every 20 mins Every 20

mins

4.5.2 Additional bus services 229, 602 and 669 are available on Bexley Road to the south east

of the application site. The collective bus service routes and stops in the local area are

illustrated on Figure 4.3. A TfL Bus Spider Diagram for the local area is attached in

Appendix B.

Figure 4.3 Local Bus Services



4.6 Rail Services

4.6.1 As confirmed in previous paragraphs, Erith Train Station is located within a 900m walk or

cycle from the application site, being situated to the north east of the Europa Trading

Estate.

4.6.2 Erith Train Station part of the Southeastern rail network, connecting areas of South East

London with Central London and Kent. During the day, trains typically arrive and depart

Erith Train Station every 4 – 10 mins, to direct destinations such as London Cannon Street,

Greenwich and Dartford.

4.6.3 The Southeastern rail network integrates with other rail networks, including the TfL

underground / overground network and Southern Rail, providing convenient rail access to

an array of wider places of residence.

4.7 Transport Connectivity

4.7.1 Transport for London (TfL) assesses the connectivity of areas based on the WebCAT

Toolkit, which includes an assessment of the PTAL, travel time mapping and catchment

analysis to provide an overview of the transport network for a location.

Public Transport Accessibility Level (PTAL)

4.7.2 Public Transport Accessibility Levels (PTALs) are a theoretical measure of the accessibility

of a given point to the public transport network, taking into account walk access time and

service availability. This method is a way of measuring the density of the public transport

network at a particular point.

4.7.3 Walking times are calculated from the specified point of interest to all public transport

access points including bus stops and stations within pre-defined catchments. The PTAL

incorporates a measure of service frequency to calculate an average wait time based on

the frequency of service at each public transport access point. A reliability factor is added

and the total access time is calculated. A measure known as an Equivalent Doorstep

Frequency (EDF) is then derived for each point. These are summed for all routes within the

catchment and the PTALs for the different modes are the added together to give a single

value. The PTAL is categorised in nine levels, 1a to 6b where 6b represents a high level of

accessibility and 1a, a low level of accessibility.

4.7.4 The PTAL rating at the site access is 2. The PTAL output for the 2017 base year is included

at Appendix C.

4.7.5 It should be noted that TfL acknowledges the limitations of the PTAL assessment in the

‘Assessing Transport Connectivity in London’ Guidance document, noting that it cannot



differentiate within each category and this can result in significant variations and also it is

an overall measure and cannot be used for individual public transport modes.

4.7.6 PTAL also relies on route-mapping databases to determine walking distances to bus, rail

and underground services. The PTAL calculation only includes for bus services within

640m and rail / underground services within 960m.

4.7.7 In this instance, it appears likely that the PTAL score of 2 does not recognise services at

Erith train station. Online route-finder tools do not recognise a footpath between Bexley

Road and the train station (otherwise limiting the walk to less than 900m), resulting in

walking distances greater than 960m. Should this discrepancy be mirrored in the route-

finding database used for PTAL, then this may explain the score of 2, where areas in closer

proximity of the station with similar bus provision have a score of 3.

4.7.8 PTAL provides a theoretical measure for public transport accessibility taking account of

access to all public transport modes. Notwithstanding the above observation on the

inclusion of rail in the PTAL score, it should be noted that the proposed Lidl foodstore does

not necessarily attract people to travel by all public transport modes available.

4.7.9 Surveys from other Lidl foodstores around London indicate that access by bus is the key

public transport mode used. As such, the inclusion or not of rail in the PTAL score of 2 is

not considered to have a material weighting on the potential for sustainable travel uptake

at the proposed Lidl foodstore.

Travel Time Mapping

4.7.10 Travel time mapping offers an opportunity to review the connectivity of a site by specific

travel modes and across all public transport modes and is available via the WebCAT TIM

online calculator.

4.7.11 A Lidl foodstore generates a relatively high proportion of bus trips to and from the store,

which is one of the main reasons why considering an overall PTAL in isolation is not

appropriate for this type of development. TIM plans have been produced for the application

site for all travel modes during both the weekday evening and peak and the daytime inter-

peak periods. Corresponding outputs are provided in Appendix D.

4.7.12 The plans indicate the accessibility of the area by showing the distance that can be travelled

within a 15-minute and 30-minute journey time from the site. This demonstrates that the

application site is accessible from closely located residential areas.



4.8 Summary

4.8.1 The application site is well placed to encourage a local staff and customer base to travel to

and from the site by active and public transport travel modes. Fraser Road has good quality

pedestrian and cycle infrastructure interconnecting with wider residential areas in the

borough. Buses service the site every 20 minutes and longer distance travel is available

via Erith Train Station.



5 Development Proposals 5.1 Objective

5.1.1 This chapter outlines the development proposals with respect to the proposed site layout

(attached as Appendix A). This summarises the development schedule, before detailing

car and cycle parking provision, as well as multimodal access and servicing arrangements.

5.2 Development Schedule

5.2.1 The development proposals comprise the demolition of the existing 1,937m2 non-food retail

units and development of the following a 2,211m2 Gross Internal Area (GIA) Lidl foodstore,

including 1,405m2 of sales area. This will be accompanied by the following:

§ A customer car park totalling 111 parking spaces;

§ 38 cycle parking spaces;

§ Single vehicular access onto the Madford Trading Park access road, including

pedestrian footways and zebra crossings; and

§ A HGV servicing bay adjacent to the western façade of the foodstore building.

5.3 Car Parking Provision

5.3.1 Car parking standards for new developments within the London Borough of Bexley are

contained with current London Plan. The London Plan had been consolidated and subject

to alterations, with the most recent revised version adopted in March 2016.

5.3.2 The current London Plan identifies the maximum range of car parking provision for

foodstore developments. For foodstores up to 2,500m2 GIA, within a PTAL of between 2-4

a maximum ratio of 1 space per 20-30m2 is given. This equates to between 73 – 111

spaces for the proposed 2,211m2 GIA Lidl foodstore at the application site in a PTAL of 2.

5.3.3 The proposed site layout has been prepared to recognise the above current London Plan

parking policy for retail development. It therefore includes a total of 111 parking spaces,

consisting of the following:

§ 97 standard parking spaces measuring 2.5m x 5.0m;

§ 6 Blue Badge Holder spaces (10% of total provision) measuring 3.6m x 5.0m; and

§ 8 parent and child spaces measuring 3.6m x 5.0m.



5.4 Electric Vehicle Charging Points

5.4.1 The London Plan standards state that new retail developments should provide 10% active

electric vehicle parking provision, with 10% passive provision safeguarded for future use.

It does not provide any flexibility with respect to the type of charging units to be provided

nor does it recognise that rapid charging, whilst providing tangible benefit does come at a

cost in terms of electrical requirements from the grid.

5.4.2 Lidl UK is committed to providing electric vehicle points in new foodstores. seeks to utilise

rapid charges in connection with the recognised Pod Point network. However, it is not

possible to provide 10% of spaces as rapid charging points because of the cost of the units,

maintenance and the electrical input required.

5.4.3 Instead Lidl is seeking to provide two active rapid charging points in the car park with

provision for two further charging points (passive provision), replicating the offering that

has recently been unveiled in the new Lidl foodstore on Broadway, Bexleyheath as shown

in Figure 5.1.

Figure 5.1 Rapid Charging Unit at Lidl Broadway, Bexleyheath



5.4.4 The four active and passive rapid charging points would be provided within the standard

space parking provision, with their exact location yet to be determined, although anticipated

to be in close proximity to the building entrance.

5.4.5 Lidl have sourced rapid charging units that can fully charge a vehicle in 30 minutes;

equating to up to 48 vehicles being charged in any 24-hour period. In comparison, a trickle

charging point would need 8 hours to charge one vehicle and could only therefore charge

up to 3 vehicles in any 24-hour period.

5.4.6 On this basis, the chargers could theoretically charge 96 vehicles in one 24-hour period.

Whereas 10% active provision of trickle charging points, would result in 12 charging points,

effectively charging up to 36 vehicles in a 24-hour period.

5.5 Cycle Parking

5.5.1 Cycle parking standards applicable within LBBC are contained within current The London

Plan. The cycle parking standards within this document require new developments to

provide cycle parking for long stay (staff) and short stay (customer) purposes.

5.5.2 The relevant foodstore cycle parking standards within The London Plan, and the minimum

cycle parking standard for the development based on the proposed GIA of 2,211m2 are

confirmed in Table 5.1.

Table 5.1: Foodstore Minimum Cycle Parking Standards

Parking Type

Minimum Standards

Development Quantum

Minimum Cycle Parking

Standards Proposed Provision

Long Stay

1 space per 175m2 2,211m2 13 14

Short Stay

First 750m2: 1

space per 40m2

Thereafter 1 space

per 300m2

2,211m2 19 + 5 24

Total 2,211m2 37 spaces 38

5.5.3 Table 5.1 confirms that the development proposals will modestly exceed the minimum

cycle parking spaces, providing at least the minimum for both long stay and short stay. The

long stay spaces would be provided in a secure and sheltered bicycle store at the western



end of the car parking court. The short stay spaces would be provided by way of ‘Sheffield’

stands located near the site access, with clear visibility to customers.

5.6 Access Arrangements

5.6.1 Vehicle access will be retained onto the Madford Trading Park access road, which adjoins

Fraser Road as a priority junction (with ghost island arrangement). However, the existing

priority arrangement onto the trading park access will be relocated in closer proximity to

Fraser Road. This will provide a more direct access into the Lidl foodstore car parking

layout and for the Lidl servicing bay (discussed in detail in the subsequent section).

5.6.2 The relocated access arrangement will also provide for pedestrian and cycle access into

the proposed Lidl foodstore. Pedestrians will benefit from the provision of zebra style

crossings connecting footway provision on Fraser Road, across the site access and

through the car park to meet with the store entrance. Customers cycling to the site will be

able to park bicycles at the short stay ‘Sheffield’ stands located adjacent to the site access

before making use of the aforementioned pedestrian connections to the store.

5.7 Servicing Arrangements

5.7.1 Deliveries to the proposed foodstore will be from the regional distribution centre

approximately 2.1km to the north in Belvedere. All deliveries (including return removal of

waste) will take place to and from the regional distribution centre, which will be limited to 1-

2 daily deliveries. Routeing can therefore be expected to take place to and from Queens

Road (A2016) via the Erith Roundabout and the eastern length of Fraser Road. This will

mean left turns in and right turns out of the Madford Trading Park access road.

5.7.2 All servicing will take place via the single vehicle access onto the Madford Trading Park

access road. The existing service egress at the application site onto ‘Birch Walk’ will be

stopped up, removing existing HGV movements in this location.

5.7.3 The proposed car parking layout has been designed to provide a direct route between the

Madford Trading Park access and a servicing bay at the western end of the proposed Lidl

foodstore. This would accommodate the largest vehicle expected to service the site, which

is a 16.5m articulated HGV. Supporting swept path analysis is provided in Appendix E.

5.7.4 A Delivery and Servicing Plan (DSP) has been prepared to accompany the planning

application. The DSP accords with the delivery and servicing principles outlined above, and

assist with their implementation.



6 Assessment Methodology and Scope 6.1 Objective

6.1.1 This chapter provides the assessment methodology and scope for consideration of net

development trips. This is the basis of the following Chapters 7 to 10, which deal with future

baseline traffic, application site traffic generation for the existing and proposed site uses,

as well as detailed modelling assessments at junctions on the local road network.

6.2 Assessment Methodology

6.2.1 Pre-application dialogue with LBB highways officers as well as knowledge drawn from

similar Lidl foodstore schemes in Greater London has developed a robust means for

assessing the development proposal's impact on the local road network.

6.2.2 The assessment methodology is summarised as follows:

a) Review the Erith Quarry Redevelopment [14/02155/OUT] Transport Assessment to

determine weekday peak hour baseline traffic flows in a 2022 future year, inclusive of

other committed development traffic on the network (Chapter 7);

b) Undertake 2017 traffic surveys on the local road network to sense check above

weekday traffic flows and to gather Saturday and Sunday data and confirm existing

traffic generation / distribution at the application site (Chapters 7 and 8);

c) Apply growth assumptions to the Saturday and Sunday 2017 traffic data during the Lidl

peaks to provide corresponding 2022 future year assessments for the weekend

(Chapter 7);

d) Review trip rate data for similar operational Lidl foodstores to determine the peak hour

net traffic generation of the development proposals on a Saturday and Sunday, plus

differentiate by new / transferred / linked trips (Chapter 8);

e) Distribute net traffic generation, accounting for transferred / diverted / linked trips as

appropriate to provide total traffic on the local road network post development

implementation in the 2022 assessment year (Chapter 9); and

f) Undertake detailed modelling assessments at junctions on the network comparing the

2022 future year baseline with the 2022 total traffic post development implementation

(Chapter 10).



6.3 Scope of Network and Time Periods

6.3.1 The assessment scope in terms of junctions and time periods is summarised in Table 6.1

and illustrated on Figure 6.1.

Table 6.1 Assessment Scope (Tabulated)

6.3.2 Junction

Weekday Traditional Peak Hours 6.3.3 Saturday Lidl

Peak Hour (12:00-13:00)

6.3.4 Sunday Lidl Peak Hour

(12:00-13:00) AM

(08:00-09:00) PM

(17:00-18:00)

Junction 1 Madford Trading

Park priority

junction with

Fraser Road

Junction 2 Fraser Road /

Bexley Road Mini-

roundabout

Junction 3 Prospective Erith

Quarry Access

Roundabout (onto

Fraser Road)

Figure 6.1 Assessment Scope



6.3.5 The inclusion of a Sunday assessment, is very much a sensitivity test of the Saturday Lidl

peak hour assessment. The background and development traffic is less during the Sunday

Lidl peak hour than for the weekday and Saturday peak hours. Whilst for robustness, a

modelling assessment has been undertaken for the Sunday Lidl peak hour at the Madford

Trading Park access, it has not been considered necessary to quantify baseline traffic and

development traffic at other junctions.

6.3.6 In addition to providing hourly flows as per Table 6.1, for the purpose of undertaking

detailed modelling assessments by 'DIRECT' input of turning matrices at 15 minute

intervals (discussed in detail in Chapter 10), traffic flows have been quantified within the

hourly time periods by 15 minute intervals. The methodology for deriving 15 minute flows

in instances where only hourly flows are available is confirmed in the following Chapter 7.

6.4 Summary

6.4.1 A methodology has been established for determining 2022 baseline traffic flows within a

defined scope of junctions and time periods. This provides the framework for quantifying

these flows from the Erith Quarry Redevelopment Transport Assessment and November

2017 traffic surveys commissioned by mode, as detailed in Chapter 7. Trip generation as

well as net traffic distribution and assignment is detailed in Chapters 8 and 9 before testing

the performance of junctions with detailed modelling assessments in Chapter 10.



7 Baseline Traffic Flows 7.1 Objective

7.1.1 This chapter sets out how baseline traffic flows have been sourced from both the Erith

Quarry Transport Assessment and newly commissioned 2017 traffic surveys. The

calculations and assumptions made to derive ‘2022 Baseline’ 15-minute flows within the

scope of junctions and time periods defined in Table 6.1 of Chapter 6 are presented. These

are provided as appended matrices and turning movements on network diagrams.

7.2 Erith Quarry Transport Assessment Traffic Flows

7.2.1 Baseline traffic surveys were undertaken on the local road network in May 2014 for the

Erith Quarry Transport Assessment during AM (07:00-10:00) and PM (16:00-19:00) peak

periods, covering the AM (08:00-09:00) and PM (17:00-18:00) assessment hours

confirmed in Chapter 6. This included through movements at the proposed Erith Quarry

access roundabout location, as well as the Fraser Road / Bexley Road mini-roundabout.

7.2.2 The Erith Quarry Transport Assessment provided ‘2022 Total Traffic’ flows by applying a

TEMPro growth rate to the 2014 traffic surveys and adding the following additional

committed (now implemented) development schemes, plus the Erith Quarry development

traffic:

§ Residential redevelopment of the Bexley College Campus, Tower Road (reference

12/00334/FULM) for 192 residential dwellings; and

§ Relocation of Bexley College to Walnut Tree Road (reference 12/00333/FULM) with a

proposed floor area of 6,843m2.

7.2.3 The Erith Quarry development proposals are currently under construction. Through

dialogue with LBB highways officers, the Erith Quarry ‘2022 Total Traffic’ has been agreed

to be a representative source of baseline traffic data for the weekday assessments, subject

to new traffic data confirming no significant change in flows over and above the Erith Quarry

2014 traffic surveys. This is confirmed in Section 7.4.

7.3 2017 Traffic Surveys

Scope

7.3.1 The scope of traffic surveys was agreed with LBB highways officers prior to their

undertaking in November 2017. The agreed scope of the surveys undertaken is

summarised as follows:



a) Manual Classified Turning Count (MCTC) at the Madford Trading Park priority junction

with Fraser Road (including existing internal accesses) on:

i. Friday between 07:00 and 10:00;

ii. Saturday between 11:00 and 15:00; and

iii. Sunday between 11:00 and 15:00.

b) MCTCs at the Fraser Road / Bexley Road mini-roundabout on:

i. Friday between 07:00 and 10:00; and

ii. Saturday between 11:00 and 15:00.

c) MCTCs at the Alford Road / Fraser Road, De Luci Road / Fraser Road and Riverdale

Road / Fraser Road priority junctions on Saturday between 11:00 and 15:00.

d) A 24 hour x 7-day Automatic Traffic Count (ATC) on Fraser Road at the site frontage

undertaken to cover the above MCTC time periods.

7.3.2 Full survey data for the MCTCs and ATC is provided in Appendix F.

Implications of Committed Erith Quarry Off-site Highways Works

7.3.3 Physical restrictions will be introduced at the Alford Road / Fraser Road, De Luci Road /

Fraser Road and Riverdale Road / Fraser Road priority junctions as part of the Erith Quarry

off-site highways works package. This would prevent the following manoeuvres currently

available to road users:

§ Right turns onto Fraser Road (N) from Alford Road (and in doing so blocking

manoeuvres between Alford Road and opposing De Luci Road); and

§ Right turns into Riverdale Road from Fraser Road (N), although the majority of these

manoeuvres (unless accessing residential properties on Riverdale Road) are likely to

be transferred to De Luci Road,

7.3.4 As identified within the survey scope, MCTCs have been undertaken at the Alford Road /

Fraser Road, De Luci Road / Fraser Road and Riverdale Road / Fraser Road priority

junctions (prior to the implementation of the physical restrictions). Movements that will be

restricted in the future are assumed to instead re-route via the prospective Erith Quarry

access roundabout for the purpose of assessing this junction.

7.3.5 The above is with the exception of right turns into Riverdale Road from Fraser Road where

the majority of these can instead use De Luci Road. The modest number of movements

associated with access to residential properties on Riverdale Road are assumed to be off-

set by the potential for some of the blocked right turns out of Alford Road to head north to



Pembroke Road. Overall, the total of movements assumed to be U-turns at the prospective

Erith Quarry access roundabout is a robust allowance.

7.4 2022 Weekday Peak Hour

2017 versus 2014 traffic survey comparison

7.4.1 The 2017 traffic survey data has been compared with the Erith Quarry 2014 traffic survey

data to confirm that the Erith Quarry Transport Assessment ‘2022 Total Traffic’ flows are

representative for the weekday peak hour assessment, as per Section 7.2.

7.4.2 Turning movements at the Fraser Road / Bexley Road mini-roundabout have been

reviewed between 2014 and 2017. This junction is considered to provide the most

appropriate comparison on the following basis:

§ It provides entry and exit movements onto the Fraser Road link;

§ It is the most heavily trafficked junction of the 2017 survey junctions; and

§ It is in close proximity to the more strategic Queens Road (A2016).

7.4.3 The comparison between the 2014 and 2017 turning movements at the Fraser Road /

Bexley Road mini-roundabout is provided in Figure 7.1 in terms of entry and exit

movements at each of the mini-roundabout arms. The negligible number of U-turns have

been deselected for simplicity.

Figure 7.1: Fraser Road / Bexley Road Mini-Roundabout 2014 vs 2017



7.4.4 Figure 7.1 demonstrates that two-way traffic flows on all arms of the Fraser Road / Bexley

Road mini-roundabout are less in the 2017 traffic surveys than 2014. The 2014 traffic flows

are therefore considered sufficiently robust as a component of the ‘2022 Total Traffic flows’

and adopted 2022 baseline position of this Transport Assessment.

Junction 1 – Madford Trading Park Site Access

7.4.5 In absence of Erith Quarry Transport Assessment ‘2022 Total Traffic’ flows at the Madford

Trading Park access, the 2017 traffic data (Friday) at this junction has been adopted. The

following calculations and assumptions have been applied to this data to establish the ‘2022

Baseline’ 15-minute flows during the AM (08:00-09:00) and PM (17:00-18:00) peak hours:

§ 2017 through movements on Fraser Road (inclusive of the committed development

traffic allowed for in the Erith Quarry Transport Assessment now assumed to be on the

network) have been factored to 2022 using the TEMPRo database (detailed below);

§ Erith Quarry development traffic has been added to the above 2022 through

movements as per the ‘right-out’ and ‘left-in’ movements at the Erith Quarry access

arm of the prospective Erith Quarry roundabout (detailed in subsequent paragraphs);

and

§ 2017 turning movements in and out of the Madford Trading Park access road are

assumed to remain static – i.e. not anticipated to experience direct traffic growth by

2022.

7.4.6 The weekday peak hour TEMPRo growth factors have been calculated on the following

basis, as confirmed in Table 7.2:

§ TEMPRo Version 7.2 with NTM AF15 Dataset; and

§ An average of the ‘Bexley 004 (E0200068)’ and ‘Bexley 005 (E0200069)’ 2011 Census

super output areas (mid-layer).

Table 7.2 TEMPro growth factors (Weekday)

Assessment Period Growth Factor

Weekday AM Network Peak (08:00-09:00) 1.0610

Weekday PM Network Peak (17:00-18:00) 1.0587



Junction 2 – Fraser Road / Bexley Road Mini-Roundabout

7.4.7 The ‘2022 Baseline’ 15-minute flows during the AM (08:00-09:00) and PM (17:00-18:00)

peak hours at the Fraser Road / Bexley Road mini-roundabout have been sourced from

the Erith Quarry Transport Assessment. This is the sum of the following:

§ ‘2022 Background Flows’ from the ‘DIRECT’ 15-minute turning flow inputs to the

respective AM (08:00-09:00) and PM (17:00-18:00) ARCADY modelling assessments.

The proportion of heavy vehicles has been calculated as per the corresponding hourly

movement proportions (which is the only available source); and

§ ‘Committed Development Flows’ and ‘Development Flows’ from the ‘DIRECT’ 15-

minute turning flow inputs to the respective AM (08:00-09:00) and PM (17:00-18:00)

ARCADY modelling assessments. No heavy vehicles are anticipated in the Erith

Quarry Transport Assessment.

Junction 3 – Prospective Erith Quarry Access Roundabout

7.4.8 The ‘2022 Baseline’ 15-minute flows during the AM (08:00-09:00) peak hour at the

prospective Erith Quarry access roundabout have been sourced from the Erith Quarry

Transport Assessment. This is the sum of the following:

§ ‘2022 Background Flows’ from the ‘DIRECT’ 15-minute turning flow inputs to the AM

(08:00-09:00) ARCADY ‘sensitivity’ modelling assessment. The proportion of heavy

vehicles has been calculated as per the corresponding hourly movement proportions

(which is the only available source); and

§ ‘Committed Development Flows’ and ‘Development Flows’ the ‘DIRECT’ 15-minute

turning flow inputs to the AM (08:00-09:00) ARCADY ‘sensitivity’ modelling

assessment. No heavy vehicles are anticipated in the Erith Quarry Transport

Assessment.

7.4.9 The ‘2022 Baseline’ 15-minute flows during the PM (17:00-18:00) peak hour at the

prospective Erith Quarry access roundabout have been sourced from the Erith Quarry

Transport Assessment. This is the sum of the following:

§ In absence of ‘DIRECT’ 15-minute flows during the PM (17:00-18:00) weekday, the

available light / heavy vehicle ‘2022 Background’ hourly flows have been proportioned

into 15-minute intervals as per the hourly profile of total ‘2022 Background’ traffic

movements at the Fraser Road / Bexley Road mini-roundabout.

§ The committed development and proposed development traffic are demonstrated to

have a flat profile during the PM (17:00-18:00) in the Erith Quarry Transport



Assessment and therefore have been applied evenly over the PM (17:00-18:00) peak

hour.

7.4.10 U-turns at the prospective Erith Quarry roundabout as a result of the committed Erith

Quarry off-site highways works have been applied as per the assumptions stated earlier in

this chapter.

7.4.11 The 2017 traffic survey data (Saturday) at the Alford Road / Fraser Road, De Luci Road /

Fraser Road priority junctions has been utilised to quantify the U-turns on a Saturday and

converted to AM (08:00-09:00) and PM (17:00-18:00) weekday peak hours through

application of ATC data on Lesney Park Road.

7.4.12 This Lesney Park Road ATC data was submitted within a Transport Assessment

accompanying a planning application for the extension of Christchurch Church of England

Primary School [13/00299/FUL], circa 500m to the south of the Madford Trading Park.

7.4.13 The largely residential nature of Lesney Park Road is considered to provide a suitable

proxy ATC for relating the Saturday data at the Alford Road / Fraser Road, De Luci Road /

Fraser Road and Riverdale Road / Fraser Road priority junctions with a typical AM (08:00-

09:00) and PM (17:00-18:00) weekday peak hour. The ATC flows and relative factors are

summarised in Table 7.3.

Table 7.3 Lesney Park Road ATC

Time Period Two-way traffic flow

Relative to

Friday AM

(08:00-09:00)

Friday PM

(17:00-18:00)

Saturday (12:00-13:00)

Sunday (12:00-13:00)

Friday AM (08:00-

09:00) 123 100% 173% 337% 265%

Friday PM

(17:00-18:00) 71 58% 100% 195% 153%

Saturday (12:00-

13:00) 37 30% 51% 100% 78%

Sunday (12:00-

13:00) 47 38% 65% 127% 100%



7.5 2022 Saturday Lidl Peak Hour

Junction 1 – Madford Trading Park Site Access

7.5.1 The ‘2022 Baseline’ 15-minute flows during the Saturday Lidl (12:00-13:00) peak hour at

the Madford Trading Park site access has been derived by adopting the 2017 traffic survey

data (Saturday) with the following calculations and assumptions applied:

§ Through movements on Fraser Road (inclusive of the committed development traffic

allowed for in the Erith Quarry Transport Assessment now assumed to be on the

network) have been factored to 2022 using the TEMPRo database (detailed below);

§ Erith Quarry development traffic has been added to the above 2022 through

movements as per the ‘right-out’ and ‘left-in’ movements at the Erith Quarry access

arm of the prospective Erith Quarry roundabout (detailed in subsequent paragraphs);

and

§ 2017 turning movements in and out of the Madford Trading Park access road are

assumed to remain static – i.e. not anticipated to experience direct traffic growth by

2022.

7.5.2 The Saturday Lidl peak hour TEMPRo growth factor has been calculated with the same

assumptions as the weekday, as confirmed in Table 7.4.

Table 7.4 TEMPro growth factor (Saturday)


Saturday Lidl Peak Hour (12:00-13:00) 1.0598

Junction 2 – Fraser Road / Bexley Road Mini-Roundabout


the Fraser Road / Bexley Road mini-roundabout have been derived by adopting the 2017

traffic survey data (Saturday) with the following calculations and assumptions applied:

§ All turning movements (inclusive of the committed development traffic allowed for in

the Erith Quarry Transport Assessment now assumed to be on the network) have been

factored to 2022 using the TEMPRo growth factor (Saturday) in Table 7.4; and

§ ‘2022 Baseline’ The Erith Quarry development traffic 15-minute flows during the PM

(17:00-18:00) peak hour have been translated to a Saturday by the relative factor in



Table 7.3. The PM has been adopted on the basis that this may be less affected by

school traffic on the network than if adopting the AM (08:00-09:00) peak hour period.

Junction 3 – Prospective Erith Quarry Access Roundabout


the Fraser Road / Bexley Road mini-roundabout have been derived by adopting the 2017

traffic survey data (Saturday) with the following calculations and assumptions applied:

§ The through movements as per the Alford Road / Fraser Road turning count, factored

to 2022 using the TEMPRo growth factor (Saturday) in Table 7.4; and

§ Erith Quarry access arm flows and U-turns as per the PM (17:00-18:00) peak hour,

translated to a Saturday by the relative factor in Table 7.3. The PM has been adopted

on the basis that this may be less affected by school traffic on the network than if

adopting the AM (08:00-09:00) peak hour period.

7.6 2022 Sunday Lidl Peak Hour

7.6.1 The ‘2022 Baseline Traffic’ for the Sunday Lidl (12:00-13:00) peak hour for the Madford

Trading Park access has been derived in the same manner as the Saturday and

corresponding calculations / assumptions applicable to this junction, albeit with the

following differences:

§ Adopting the Sunday 2017 traffic survey and applying a Sunday TEMPRo growth factor

to the through movements (detailed below); and

§ Sunday Erith Quarry development traffic has been derived by adopting the Sunday

relative factor in Table 7.4.

7.6.2 The Sunday Lidl peak hour TEMPRo growth factor has been calculated with the same

assumptions as the weekday and Saturday, as confirmed in Table 7.5.

Table 7.5 TEMPro growth factors


Sunday Lidl Peak Hour (12:00-13:00) 1.0582



7.7 Matrices and Network Diagrams

7.7.1 The above adoption of data between the Erith Quarry Transport Assessment and 2017

traffic surveys comprises the ‘2022 Baseline Traffic’ for the each of the assessed time

periods.

7.7.2 Tabulated turning movements for light and heavy vehicles at the Madford Trading Park

access, Fraser Road / Bexley Road mini-roundabout and prospective Erith Quarry access

roundabout are provided in Appendix G. Turning movements are also presented on

network diagrams.

7.8 Summary

7.8.1 ‘2022 Baseline’ 15-minute traffic flows have been confirmed on the local road network at

the scope of junctions and time periods defined in Table 6.1. This has followed the principle

agreed with LBBC highways officers by adopting the ‘2022 Total Traffic’ in the Erith Quarry

Transport Assessment for the weekday peak hour assessment, whilst applying the 2017

traffic surveys where necessary.



8 Trip Generation 8.1 Introduction

8.1.1 This section confirms the vehicle trip generation for the existing site use, proposed site use

and corresponding net change in vehicle trips anticipated as a result of development

implementation.

8.1.2 Vehicle trips have been quantified for the traditional weekday AM (08:00-09:00) and PM

(17:00-18:00) peak hour periods, as well as for the Saturday (12:00-13:00) and Sunday

(12:00-13:00) periods of peak trip generation at the proposed Lidl foodstore. These align

with the assessment time periods confirmed in Table 6.1 of Chapter 6.

8.2 Existing Site Use

8.2.1 The existing site use comprises five non-food retail units totalling 1,937m2 GIA. Trips

comprise a mix of staff, customers and servicing / deliveries. Customers generate the

greatest level of traffic activity and are a mix of ‘consumer-to-business’ and ‘business-to-

business’ customers (reflective of the current occupiers being predominantly building

supply retailers). The latter can include local tradesmen, accessing the site by van / goods

vehicle.

8.2.2 The MCTC data collected at the site access has quantified existing turning movements at

the existing access onto the Madford Trading Park access road, as well as the junction with

Fraser Road.

8.2.3 Existing traffic generation during the AM (08:00-09:00) and PM (17:00-18:00) peak hour

periods, as well as for the Saturday (12:00-13:00) and Sunday (12:00-13:00) periods of

peak trip generation at the proposed Lidl foodstore are provided in Table 8.1, as per the

MCTC data. Trips have been distinguished between ‘To / From Fraser Road’ and ‘To /

From Wickes’. The latter quantifies existing linked trips between Wickes and the existing

units on the application site. Additional HGVs are denoted with “()”.



Table 8.1: Existing Traffic Generation During Assessment Periods

Assessment Period

To / From Fraser Road To / From Wickes

Arrive Depart Two-way Arrive Depart Two-

way

Weekday AM

Network Peak

(08:00-09:00)

40 (2) 25 (1) 65 (3) 2 0 2

Weekday PM

Network Peak

(17:00-18:00)

14 29 (1) 43 (1) 3 0 3

Saturday Lidl

Peak (12:00-

13:00)

50 (1) 45 (2) 95 (3) 13 6 19

Sunday Lidl Peak

(12:00-13:00) 45 55 100 6 5 11

8.2.4 Table 8.1 demonstrates that the following traffic movements are currently generated at the

application site:

§ 70 two-way vehicle trips during the weekday AM (08:00-09:00) peak hour, comprising

44 arrivals and 26 departures;

§ 47 two-way vehicle trips during the weekday PM (17:00-18:00) peak hour, comprising


§ 117 two-way vehicle trips during the Saturday Lidl (12:00-13:00) peak hour, comprising

64 arrivals and 53 departures; and

§ 111 two-way vehicle trips during the Sunday Lidl (12:00-13:00) peak hour, comprising

51 arrivals and 60 departures.

8.2.5 The above quantifies a reasonable level of traffic activity at the application site currently,

including a number of HGVs.

Proposed Site Use

8.2.6 The proposed site use comprises a Lidl foodstore with a 2,111m2 GIA with a 1,405m2 retail

floor area (RFA). Trips will comprise a mix of staff, customers and servicing / deliveries.

Customers generate the greatest level of traffic activity and will tend to visit the store

regularly from the local area.



8.2.7 Lidl foodstores vary from site to site. This is both in terms of their layout, such as parking

provision and floor areas, as well as by location, such as surrounding demographic,

availability of other food retail in the local area and sustainable travel connections.

8.2.8 In order to quantify likely traffic activity at the proposed Lidl foodstore, existing Lidl (and

where applicable other discount foodstores) have been reviewed. Similar stores to the

proposed Lidl foodstore in terms of layout and location have been selected. Traffic

generation data for existing stores has been sourced from both Lidl’s privately held

database, as well as the TRICS database.

8.2.9 Traffic generation of existing stores has been quantified on the basis of trip rates per 100m2

RFA. The ratio between RFA and GIA can vary between stores, due to differences in

operational floor space not directly related to consumer demand – e.g. storage. Whilst it is

possible to quantify trip rates by GIA, RFA has been quantified on the basis that it is a more

reliable comparative measure of customer based trips from store-to-store.

Lidl Database

8.2.10 Lidl’s privately held database covers sites in Greater London. Two sites have been selected

that are considered to most closely share similar layout and location principles as the

development proposals / application site. The two selected sites are summarised in Table 8.2 in terms of location, RFA, parking provision and ratio to RFA, as well as PTAL.

Table 8.2: Selected Lidl Database Sites and Parameters

Location RFA Parking

PTAL Provision Ratio

Streatham Vale, Mitcham (SW16 5HX) 1,642m2 65 1 per 25m2 2

Abbey Wood, Greenwich (SE2 9RQ) 1,811m2 79 1 per 23m2 4

8.2.11 The two sites included in Table 8.2 are considered to provide a good comparison to the

development proposals / application site on the following basis:

§ They are situated in predominantly residential area, away from the centre of major

retail areas (where linked parking / trips may otherwise occur);

§ They are situated on distributor roads, which may experience similar degrees of pas-

by trips and peak at similar time periods (e.g. as part of a commuter trip);

§ Whilst the ratio of parking provision to RFA is lower than that proposed (1 space per

20m2) this may reflect available space on-plot rather than day-to-day demand;



§ They have similar provision of daytime bus services, which is the most prevalent public

transport mode used by Lidl customers. Whilst the Abbey Wood store has a PTAL

score of 4, this is largely factored by the proximity of Abbey Wood train station being

within the 960m walk of rail services necessary for inclusion in the PTAL score; and

§ The Abbey Wood store is less than 4km from the application site and likely shares a

similar demographic to the application site.

8.2.12 The average vehicle trip rates per 100m2 RFA for the two stores have been obtained from

the database. These exist as Friday and Saturday surveys of the car park / site access.

Friday has been adopted for the weekday peak hour assessments, whilst the profile over

the Saturday has been reviewed to determine the Lidl peak hour for a Saturday. In absence

of Sunday data, the Saturday peak hour trip rates have been adopted as a worst-case for

a Sunday, both of which are summarised as the weekend assessment for development trip

generation purposes.

8.2.13 The weekday and weekend vehicle trip rate per 100m2 RFA profiles at one-hour intervals

between 07:00 and 22:00 are confirmed in Figure 8.1. Full data for both sites is provided

in Appendix H.

Figure 8.1: Weekday and Weekend Trip Rate Profile (Lidl Database Sites)

8.2.14 Figure 8.1 demonstrates that the weekend peak hour period is 12:00-13:00. For the

weekday, trip rates peak at 16:00-17:00. However, they are very similar during 17:00-

18:00, therefore this time period remains the assessed weekday PM peak hour on the basis

of higher traffic flows on the network.



8.2.15 The average vehicle trips rates per 100m2 RFA for the weekday and weekend assessment

peak periods are confirmed in Table 8.3, along with corresponding trip generation for the

proposed RFA of 1,405m2.

Table 8.3: Lidl Database Weekday and Weekend Vehicle Trip Rates and Generation

AM Peak (08:00-09:00) PM Peak (17:00-18:00) Weekend (12:00-13:00)


way Arrive Depart Two-way

Vehicle

trip rate /

100m2

4.99 3.22 8.32 7.59 6.99 14.58 8.23 7.63 15.86

Vehicle

trips

(1,405m2)

70 47 117 107 98 205 116 107 223

8.2.16 Table 8.3 demonstrates that, if adopting an average of the vehicle trip rates derived from

two comparable Greater London sites in the Lidl database, the following traffic movements

may be generated at the proposed Lidl foodstore:





§ 223 two-way vehicle trips during the weekend (12:00-13:00) peak hour, comprising 116

arrivals and 107 departures.

TRICS Database

8.2.17 The TRICS database has also been interrogated for weekday and weekend vehicle trip

rates per 100m2 RFA. The database has been filtered for ‘discount foodstore’ survey sites

on the following basis:

§ Lidl and Aldi stores surveyed in the last 3 years. Both discount foodstores have a similar

model / customer-base and have experienced growth in customer demand prior to this

period;

§ Sites in England only (noting that the TRICS database does not have any Lidl or Aldi

survey sites in Greater London);

§ RFAs exceeding circa 800m2 (only one site has been excluded on this basis); and



§ No filtering by rationale of parking provision to RFA, on the basis that all but one of the

filtered sites has a parking ratio lower than the development proposals, therefore the

vehicle trip rates are likely to be more robust.

8.2.18 The above filtering of discount foodstore site surveys resulted in 8 survey sites considered

appropriate for further analysis. The survey sites are summarised in Table 8.4 in terms of

TRICS reference, store operator, area of England, RFA and parking.

Table 8.4: Filtered TRICS Site Surveys

Reference Store Area RFA Parking

Provision Ratio

DH-01-C-01 Aldi Durham 953m2 72 1 per 13m2

GM-01-C-10 Aldi Greater Manchester 1,550m2 64 1 per 24m2

NR-01-C-02 Lidl Northamptonshire 1,424m2 105 1 per 14m2

LN-01-C-01 Lidl Lincolnshire 1,424m2 106 1 per 13m2

WO-01-C-01 Lidl Worcestershire 1,424m2 91 1 per 16m2

NT-01-C-01 Lidl Nottinghamshire 1,424m2 164 1 per 9m2

WM-01-C-02 Lidl West Midlands 1,341m2 114 1 per 12m2

WM-01-C-01 Lidl West Midlands 1341m2 95 1 per 14m2

8.2.19 All survey sites have both a weekday and weekend survey, except for DH-01-C-01 and

GM-01-C-10, which have respective weekday and weekend surveys only. The combined

vehicle trip rates per 100m2 RFA for weekdays and weekends have been derived on this

basis. The corresponding trip rates at one-hour intervals between 06:00 and 23:00 are

confirmed in Figure 8.2. Full multimodal TRICS outputs are provided in Appendix I.



Figure 8.2: Weekday and Weekend Trip Rate Profile (TRICS Database)

8.2.20 Figure 8.2 corroborates the weekend peak being at 12:00-13:00 as established from the

Lidl database trip rates. The weekday peak is again 16:00-17:00 but as per the Lidl

database commentary, 17:00-18:00 remains the assessed period. The ratio between

weekday / weekend trip rates is notably greater than with the Lidl database trip rates. This

may reflect the characteristics of when discount foodstores are visited outside of Greater

London, both in terms of time of day and what day of the week is chosen.

8.2.21 The average vehicle trips rates per 100m2 RFA for the weekday and weekend assessment

peak periods are confirmed in Table 8.5, along with corresponding trip generation for the

proposed RFA of 1,405m2.

Table 8.5: TRICS Weekday and Weekend Vehicle Trip Rates and Generation




Vehicle

trip rate /

100m2

3.708 2.304 6.012 5.766 5.819 11.585 9.800 10.274 20.074

Vehicle

trips

(1,405m2)

52 32 84 81 82 163 138 144 282

8.2.22 Table 8.3 demonstrates that, if adopting the TRICS vehicle trip rates, the following traffic

movements may be generated at the proposed Lidl foodstore:









Forecast Traffic Generation

8.2.23 The forecast traffic generation of the proposed Lidl foodstore has been estimated as per

the Lidl database and TRICS database. For a weekday, the Lidl database provides a more

robust quantum of traffic movements, whilst for a weekend it is the TRICS database. The

weekday and weekend vehicle trip rates and generation have been adopted for the

assessment on this basis. This is confirmed in Table 8.6, as collated from Tables 8.3 and 8.5.

Table 8.6: Forecast Traffic Generation




Vehicle trip

rate / 100m2 4.99 3.22 8.32 7.59 6.99 14.58 9.800

10.27

4

20.07

4

Vehicle trips

(1,405m2) 70 47 117 107 98 205 138 144 282

8.2.24 Table 8.6 demonstrates that the following traffic movements are forecast to be generated

at the proposed Lidl foodstore:







8.3 Net Traffic Generation

8.3.1 The net traffic generation at the application site following implementation of the proposed

Lidl foodstore has been quantified. This is the forecast traffic generation (Table 8.6) minus



the existing traffic generation (Table 8.1, summarised for total movements including

HGVs). This is confirmed for the weekday and weekend assessment periods in Tables 8.7 and 8.8.

Table 8.7: Net Traffic Generation (Weekday)

AM Peak (08:00-09:00) PM Peak (17:00-18:00)

Arrive Depart Two-way Arrive Depart Two-way

Existing 44 26 70 17 30 47

Forecast 70 47 117 107 98 205

Net 26 21 47 90 68 158

Table 8.8: Net Traffic Generation (Weekend)

Saturday Peak (12:00-13:00) Sunday Peak (12:00-13:00)


Existing 64 53 117 51 60 111

Forecast 138 144 282 138 144 282

Net 74 91 165 87 84 171

8.3.2 Tables 8.7 and 8.8 demonstrate that the following net change in traffic movements is

expected as a result of the development proposals:

§ An additional 47 two-way vehicle trips during the weekday AM (08:00-09:00) peak hour,

comprising 26 arrivals and 21 departures;

§ An additional 158 two-way vehicle trips during the weekday PM (17:00-18:00) peak

hour, comprising 90 arrivals and 68 departures;

§ 165 two-way vehicle trips during the Saturday (12:00-13:00) peak hour, comprising 74

arrivals and 91 departures; and

§ 171 two-way vehicle trips during the Sunday (12:00-13:00) peak hour, comprising 74




8.4 Development Trip Types

8.4.1 The above net traffic generation is an estimate of what change may be observed in and out

of the Lidl access adjoining the Madford Trading Park access road. However, these are

unlikely to all relate to new traffic movements on the local road network.

8.4.2 The types of trips generated by retail developments are traditionally classified into one of

the following categories:

§ Primary new trip – a single purpose trip that is new to the highway network during the

assessment period;

§ Primary transferred trip – a single purpose trip that was previously undertaken at an

alternative foodstore location and transferred to the proposed site;

§ Linked pass-by trip – a multi-purpose trip that passes the site frontage along Fraser

Road; and

§ Linked diverted trip – a multi-purpose trip that has made a diversion on the local

highway network to visit the site.

8.4.3 The proximity of the development site to major infrastructure will impact on the level of

transferred / pass-by / diverted trips, including railway stations and public transport

interchanges, schools, large residential areas, other commercial areas, existing stores,

competition stores, and major office / workplace areas.

8.4.4 The following observations / rationale are considered likely to influence the types of trips

generated at the proposed Lidl foodstore:

§ The application site is located on Fraser Road (A206), a local distributor road between

Bexley Road and Queens Road (A2016) and residential communities to the west, with

approximately 9,000 two-way traffic movements on an average weekday. This means

Fraser Road is likely to enable a number of existing users of the link to visit the store,

plus offer a reasonable diversion from other major links; and

§ As demonstrated on Figure 4.1 in Chapter 4, three Lidl stores already exist within a

5km radius in addition to a number of competition foodstores. It is likely that a high

proportion of future customers already shop at existing Lidl stores in the area, mainly

to the south and west. These customers are likely to transfer to the proposed Lidl,

should the journey be perceived to be an improvement upon their existing one. A similar

effect may be noticed by existing customers at competitor stores in the area.

8.4.5 On the above basis, a typical 60/40 primary/linked trip split has been applied to the

weekday peak hours and a 70/30 primary/linked trip split is applied to the weekend peak

hours, as per Table 8.8.



Table 8.8: Trip Type Proportions

Trip Type Weekday Weekend

Primary new trip 10% 10%

Primary transferred trip 50% 60%

Linked pass-by trip 20% 15%

Linked diverted trip 20% 15%

Total 100% 100%

8.4.6 Whilst the above has focused on the proposed Lidl store, it is necessary to note that the

existing uses at the site may also have a degree of linking of trips with other trips in the

area. Other than at the site access, removing the existing uses may not simply remove any

linked trips from the network.

8.4.7 On the basis that the existing uses may share similar linked trip and distribution patterns

with the proposed Lidl foodstore, for the purpose of the assessment, only the net traffic

generation have been proportioned into the four trip types. This is confirmed for the

weekday and weekend assessment periods in respective Tables 8.9 and 8.10.

Table 8.9: Net Traffic Generation by Trip Types (Weekday)

AM Peak (08:00-09:00) PM Peak (17:00-18:00)


Primary new trip 3 2 5 9 7 16

Primary transferred trip 13 11 24 45 34 79

Linked pass-by-trip 5 4 9 18 14 32

Linked diverted trip 5 4 9 18 14 32

Total 26 21 47 90 68 158



Table 8.10: Net Traffic Generation by Trip Types (Weekend)

Saturday Peak (12:00-13:00) Sunday Peak (12:00-13:00)


Primary new trip 7 9 16 9 8 17

Primary transferred trip 44 55 99 52 50 102

Linked pass-by-trip 11 14 25 13 13 26

Linked diverted trip 11 14 25 13 13 26

Total 74 91 165 87 84 171

8.4.8 Tables 8.9 and 8.10 demonstrate that the development proposals are expected to result

in the following new, net traffic movements on the network, with the remainder already on

the network:

§ 5 two-way vehicle trips during the weekday AM (08:00-09:00) peak hour, comprising 3

arrivals and 2 departures;



§ 16 two-way vehicle trips during the Saturday (12:00-13:00) peak hour, comprising 7

arrivals and 9 departures; and

§ 17 two-way vehicle trips during the Sunday (12:00-13:00) peak hour, comprising 9


8.4.9 The above new trips on the network only represents a modest increase and, in the round,

are expected to have negligible impact on the operation of the network as a whole.

Nevertheless, in order to consider localised impacts as a result of the new trips and any

reassignment of turning movements within the junction assessment scope by way of

transfer / diversion and turning in and out of the site access, this change in turning

movements has been quantified. This is the focus of the following Chapter 9.

8.5 Mode Share

8.5.1 The TRICS site surveys applied for the weekday assessment also include multimodal trip

rates (none available for the selected Greater London sites from the Lidl database). It

should be recognised that these may underestimate the level of sustainable travel given all



sites are outside of Greater London. However, for illustrative purposes, the average of the

weekday and weekend mode shares from TRICS are illustrated on Figure 8.3.

Figure 8.3: Illustrative TRICS Mode Share

8.6 Summary

8.6.1 Trip generation for the existing and proposed land uses has been quantified in order to

establish net traffic generation expected on the local road network by different trip types.

An illustrative mode share has also been estimated. This has followed an empirical

approach of recording movements associated with the existing operations at the application

site, whilst predicting traffic movements at the proposed land use by analysing Lidl’s

privately held database of traffic activity as well as the TRICS database for robustness.

8.6.2 The net traffic generation by trip types provide the output for distributing and assigning on

the local road network within the scope defined in Chapter 6. This is detailed in Chapter 9, before testing the impact of this net change in traffic movements through provision of

detailed modelling assessments in Chapter 10.



9 Net Traffic Distribution and Assignment 9.1 Objective

9.1.1 This chapter outlines the methodology and assumptions for the distribution and assignment

of net development traffic movements within the assessment scope, by detailing the

approach taken for each of the development trip types.

9.1.2 Net development traffic matrices and network diagrams are provided, which when added

to the corresponding ‘2022 Baseline Flows’ matrices and network diagrams, provide the

‘2022 Baseline + Net Development Flows’ matrices – all of which are the basis for the

junction capacity testing summarised in Chapter 10.

9.2 Distribution and Assignment by Trip Types

9.2.1 The net traffic movements have been distributed and assigned within the junction

assessment scope by the four trip types confirmed in Chapter 8. This has been undertaken

on the following basis:

Primary New Trips

9.2.2 Net primary new trips on the network have been assigned on the following basis, applied

as per data at the various time periods:

§ At the Madford Trading Park access road as per the 2017 traffic survey distribution

from the application site, east / west on Fraser Road;

§ Departures are assumed to return via the route as the arrival, where these would likely

otherwise be pass-by (or other variations of linked trips);

§ All movements to and from the west assigned at the prospective Erith Quarry access

roundabout as per the proportion of ‘2022 Baseline’ turning movements for the

respective time period (which recognises some demand from the committed Erith

Quarry development); and

§ All movements to and from the east assigned at the Fraser Road / Bexley Road mini-

roundabout as per the proportion of 2017 turning movements for the respective time

period.

Primary Transferred Trips

9.2.3 The majority of net primary transferred trips on the network have been assumed to be

redistributed from existing Lidl’s in the west and south, where these are the most closely

located Lidl stores to the application site. A modest number have also been assumed to be



redistributed from other foodstores, such as a Morrisons supermarket on James Watt Way

to the east.

9.2.4 Some of the existing trips to the above stores may already use Fraser Road and Bexley

Road. For the purpose of this assessment, this is assumed to be 20%. For the remaining

80%, these are assumed to be introduced onto Fraser Road in the following way:

§ 80% to and from the west recognising the majority of transfer from existing Lidl stores,

have all been applied as through movements at the prospective Erith Quarry access

roundabout (none transferred from the Erith Quarry development); and

§ 20% to and from the east, split at the Fraser Road / Bexley Road mini-roundabout as

per the proportion of 2017 turning movements; and

§ Departures are assumed to return via the route as the arrival, where these would likely

otherwise be pass-by (or other variations of linked trips).

Linked Pass-by Trips

9.2.5 Net linked pass-by trips are discounted given they are already exist in the baseline traffic.

However, they are reassigned into the Madford Trading Park access road where they will

change only at this point on the network and continue back along the direction they would

otherwise have been travelling on Fraser Road.

Linked Diverted Trips

9.2.6 Net linked diverted trips relate to where traffic movements will divert from their existing

route down Fraser Road to access the proposed Lidl foodstore. The diversion of trips has

been applied on the following basis:

§ The distribution between east and west on Fraser Road has been quantified as per the

distribution of the existing land uses on the application site from the 2017 traffic survey;

§ All movements to and from the west have been applied as through movements at the

new Erith Quarry access roundabout (none diverted from the Erith Quarry

development);

§ Movements to and from the east have been assumed to already be on Bexley Road.

These movements have been reassigned at the Fraser Road / Bexley Road mini-

roundabout as per the proportion of 2017 turning movements; and

§ For simplicity, departures are assumed to return via the same route as the arrival.



9.3 Net Turning Movements on the Network

9.3.1 Each of the four trip types have been quantified as net development traffic turning

movements within matrices for each of the three assessment junctions, as well as on

network diagrams. These are provided within Appendix J, including a total of net

development traffic turning movements. The matrices provide the net turning movements

at 15-minute intervals on the basis of a flat profile over all time periods.

9.3.2 The total of net turning movements provides the basis for assessing the net development

traffic impact for the junction capacity testing in the following Chapter 10.

9.4 Summary

9.4.1 The net traffic generation has been distributed and assigned on the network as informed

by existing patterns quantified by the November 2017 traffic surveys as well as sensible

assumptions regarding the likely transfer / shift in retail activity in the local area as a result

of implementing a new Lidl foodstore at the application site.

9.4.2 Junction matrices and network diagrams of turning movements for each of the assessed

time periods (weekday peaks, Saturday peak and Sunday peak where applicable) have

been confirmed. These form the basis of the ‘2022 Baseline Flows + Net Development

Traffic’ scenario tested and compared with the ‘2022 Baseline Flows’ scenario in Chapter 10 as part of detailed modelling assessments.



10 Junction Capacity Testing 10.1 Objective

10.1.1 This chapter provides the results of detailed modelling assessments undertaken as per the

assessment scope. This provides a measurement of the development proposals’ net traffic

impact on the local road network in the 2022 assessment year.

10.1.2 TRL’s Junctions 9 software package has been used to prepare a PICADY model of the

Madford Trading Park access. ARCADY models have been prepared for the Fraser Road

/ Bexley Road mini-roundabout and prospective Erith Quarry roundabout.

10.2 Assessment Scenarios

10.2.1 Detailed modelling assessments have been undertaken for the following assessment

scenarios at all junctions:

§ Scenario 1: 2022 Baseline Flows; and

§ Scenario 2: 2022 Baseline Flows + Net Development Traffic.

10.2.2 ‘DIRECT’ 15-minute turning flow matrices of the above scenarios have been inputted into

the corresponding PICADY and ARCADY models, as provided in Appendices F (2022 Baseline) and K (2022 Baseline + Net Development Traffic).

10.2.3 To be consistent with the approach taken within the Erith Quarry Transport Assessment,

an additional 15-minute period either side of the peak hour has been adopted. For

robustness, these are equal to the respective first and last quarter of the relevant peak

hour.

10.3 Assumed Infrastructure

10.3.1 The PICADY and ARCADY models have been prepared to simulate the geometries of the

junctions. The geometries have been measured on the following basis:

§ Unaltered Madford Trading Park access in all scenarios as per topographical survey

data, supplemented with OS mapping for visibility on Fraser Road;

§ Prospective Erith Quarry access roundabout as per detailed design drawings provided

by LBBC highways officers and observations of works implemented on-the-ground; and

§ Existing Fraser Road / Bexley Road mini-roundabout arrangement as per OS mapping.

A sensitivity test of improvement measures put forward in the Erith Quarry Transport

Assessment (measured from included design) has also been undertaken.



10.3.2 Junction geometry drawings inclusive of measurements on the above basis are provided

in Appendix L. It should be noted that some variations are noted between measurements

inputted into models within the Erith Quarry Transport Assessment and this Transport

Assessment. In the majority of instances, the geometries adopted in this Transport

Assessment have greater theoretical delay and are therefore considered more robust.

10.4 Modelling Results

10.4.1 The modelling results of the PICADY and ARCADY models are summarised and appraised

in Tables 10.1 to 10.5 for each of the three assessed junctions. Full outputs are provided

in Appendix M.

Madford Trading Park Site Access

Table 10.1 Madford Trading Park Site Access (Weekday)

Approach AM Peak (08:00-09:00) PM Peak (17:00-18:00)

Queue Delay (s) RFC Queue Delay (s) RFC

2022 Baseline Flows

Left out of access 0.0 5.85 0.02 0.0 5.69 0.02

Right out of access 0.0 7.58 0.02 0.0 7.22 0.01

Right into access 0.0 6.03 0.02 0.0 5.77 0.01

2022 Baseline Flows + Net Development






Table 10.2 Madford Trading Park Site Access (Weekend)

Approach Saturday (12:00-13:00) Sunday (12:00-13:00)


2022 Baseline Flows








10.4.2 Tables 10.1 and 10.2 demonstrate that the Madford Trading Park junction with Fraser

Road is forecast to operate with zero queuing with or without development in the 2022

assessment year during any of the assessed time periods. RFCs are not expected to

exceed 0.04, with drivers limited to a maximum delay of up to 8 secs when completing any

movement.



Fraser Road / Bexley Road Mini-Roundabout

Table 10.3 Fraser Road / Bexley Road Mini-Roundabout (Weekday Existing Arrangement)

Approach

AM Peak (08:00-09:00) PM Peak (17:00-18:00)

Queue Delay (s) RFC Queue Delay

(s) RFC

2022 Baseline Flows

Bexley Road (A206 east) 0.2 3.13 0.15 0.2 3.06 0.19

Bexley Road (A220 west) 0.3 5.52 0.21 0.2 5.33 0.16

Erith Road (A206) 0.2 3.95 0.14 0.1 3.80 0.13




Erith Road (A206) 0.2 3.95 0.14 0.1 3.81 0.13

Table 10.4 Fraser Road / Bexley Road Mini-Roundabout (Weekend Existing Arrangement)

Approach Saturday (12:00 -13:00)

Queue Delay (s) RFC

2022 Baseline Flows

Bexley Road (A206 east) 0.2 2.97 0.16

Bexley Road (A220 west) 0.2 5.10 0.16

Erith Road (A206) 0.1 3.78 0.13




Erith Road (A206) 0.2 3.78 0.13



10.4.3 Tables 10.3 and 10.4 demonstrate that the existing Fraser Road / Bexley Road mini-

roundabout arrangement is forecast to operate with negligible queuing with or without

development in the 2022 assessment year during any of the assessed time periods. RFCs

are not expected to exceed 0.16, with drivers limited to a maximum delay of up to 6 secs

when completing any movement.

Table 10.5 Fraser Road / Bexley Road Mini-Roundabout (Weekday Proposed Arrangement)


Queue Delay(s) RFC Queue Delay(s) RFC

2022 Baseline Flows



Erith Road (A206) 0.1 3.17 0.12 0.1 3.06 0.10




Erith Road (A206) 0.1 3.17 0.12 0.1 3.06 0.11

Table 10.6 Fraser Road / Bexley Road Mini-Roundabout (Weekend Proposed Arrangement)

Approach Saturday (12:00-13:00)

Queue Delay(s) RFC

2022 Baseline Flows



Erith Road (A206) 0.1 3.04 0.11




Erith Road (A206) 0.1 3.03 0.11



10.4.4 Tables 10.5 and 10.6 demonstrate that should the proposed works at the Fraser Road /

Bexley Road mini-roundabout be implemented as part of the Erith Quarry Redevelopment

planning consent, this is forecast to operate with negligible queuing with or without

development in the 2022 assessment year during any of the assessed time periods. RFCs

are not expected to exceed 0.14, with drivers limited to a maximum delay of up to 4 secs

when completing any movement. This is a measured improvement upon the existing

arrangement, although the detailed modelling assessment undertaken as part of this

Transport Assessment demonstrates that such works are not necessarily warranted on

capacity grounds.

Prospective Erith Quarry Access Roundabout

Table 10.7 Prospective Erith Quarry Access Roundabout (Weekday)



2022 Baseline Flows

Fraser Road (A206) 0.1 2.80 0.10 0.1 2.92 0.13

Erith Quarry Site 0.2 3.34 0.16 0.0 3.00 0.03

Erith Road (A206) 0.1 2.98 0.13 0.1 2.83 0.10


Fraser Road (A206) 0.1 2.89 0.10 0.2 2.94 0.14

Erith Quarry Site 0.2 3.35 0.16 0.0 3.01 0.03

Erith Road (A206) 0.1 2.96 0.13 0.1 2.84 0.10



Table 10.8 Prospective Erith Quarry Access Roundabout (Weekend)

Approach Saturday (12:00-13:00)

Queue Delay (s) RFC

2022 Baseline Flows

Fraser Road (A206) 0.1 2.78 0.09

Erith Quarry Site 0.0 2.89 0.01

Erith Road (A206) 0.1 2.83 0.10


Fraser Road (A206) 0.1 2.79 0.10

Erith Quarry Site 0.0 2.90 0.01

Erith Road (A206) 0.1 2.86 0.11

10.4.5 Tables 10.7 and 10.8 demonstrate that the prospective Erith Quarry roundabout is forecast

to operate with negligible queuing with or without development in the 2022 assessment

year during any of the assessed time periods. RFCs are not expected to exceed 0.16, with

drivers limited to a maximum delay of up to 4 secs when completing any movement.

10.5 Summary

10.5.1 The detailed modelling assessments undertaken and outline in this chapter in terms of

methodology, scenarios and ARCADY / PICADY summary results demonstrate that the

forecast net traffic impact following development implementation is not expected to result

in any material worsening of capacity performance of the tested junctions in the 2022

assessment year. On this basis, the development proposals are considered to likely have

an immaterial on the operation of the local road network.



11 Personal Injury Collision Analysis Objective

11.1.1 Personal Injury Collision (PIC) data has been obtained from LBB for the period between

August 2014 and September 2017. The full details of the PIC including the study area

(which extends from Pembroke Road to the north west along the extent of Fraser road to

the Bexley Mini roundabout to the east), along with the severity and location of the PICs

are as attached within Appendix N.

Review and Analysis

11.1.2 In summary, there have been a total of eight PICs during the search period, of which all

eight were classified as ‘slight’ in severity.

11.1.3 The eight PICs have been collated by severity, nearest junction and number of involved

sensitive road users (pedestrians and cyclists), as quantified in Table 11.1 and

subsequently summarised.

Table 11.1 Summary of PIA Data

Junction Severity Sensitive Users

Slight Serious Fatal Pedestrians

Cyclists

Fraser Road (A206) / Riverdale Road 1 0 0 0 0

Fraser Road (A206)/ Pembroke Road 1 0 0 0 0

Fraser Road (A206) / Bexley Road (A220) 1 0 0 0 0

Fraser Road (A206) / Alford Road

1 0 0 0 0


1 0 0 0 0

Fraser Road (A206) / Horton Place

1 0 0 1 0

Fraser Road (A206) / Birch Walk

1 0 0 1 0

Fraser Road (A206) / Bexley Road (A220) 1 0 0 0 0



Fraser Road (A206) / Riverdale Road

11.1.4 A single PIC occurred at the Fraser Road (A206) / Riverdale Road junction, with accident

ref. 0115RY10088 (classified as slight). This occurred in March 2015 and involved a

collision with a slow-moving vehicle turning into Riverdale Road with a vehicle that was

deemed to be traveling too fast and failed to stop. The PIC was not attributable to the

geometry or layout of the existing highway network. There have been no recorded PICs

within this area since March 2015 and no mitigation measures would be warranted or

exacerbation of existing shortfalls by the development proposals be expected.

Fraser Road (A206) / Pembroke Road

11.1.5 A PIC occurred at the junction between Fraser Road (A206) / Pembroke Road, with

accident ref. 0116RY10257 (classified as slight). This occurred in July 2016 and involved

a rear end collision with a slow-moving vehicle on the approach to the junction with

Pembroke Road. The PIC was not attributable to the geometry or layout of the existing

highway network. There have been no recorded PICs within this area since July 2016 and

no mitigation works would be warranted or exacerbation of existing shortfalls by the

development proposals be expected.

Fraser Road (A206) / Bexley Road (A220)

11.1.6 A total of two PICs occurred at the A206/A220 roundabout junction, with accident ref.

0114RY10332 (classified as slight) and accident ref. 0114RY10325 (classified as slight).

11.1.7 PIC ref. 0114RY10325 occurred in August 2014 and involved a vehicle failing to give way

and hitting the side of another vehicle. Accident ref. 0114RY10332 occurred in August 2014

and involved a vehicle driving too fast, losing control and hitting a parked vehicle.

11.1.8 The causes of the two PICs were not attributable to the geometry or layout of the existing

highway network. There have been no recorded PICs within this area since July 2016 and




11.1.9 A total of two PICS occurred at the Fraser Road (A206) / Alford Road junction, with accident

ref. 0114RY10452 (classified as slight) and accident ref. 0115RY10375 (classified as

slight).

11.1.10 PIC ref. 0114RY10452 occurred in November 2014 and involved a learner driver losing

control and colliding with a shop front window. Accident ref. 0115RY10375 occurred in



September 2015 as a result of a vehicle performing an aggressive U-turn without looking

and colliding with an oncoming vehicle.

11.1.11 The causes of the two PICs were not attributable to the geometry or layout of the existing

highway network. There have been no recorded PICs within this area since November

2014 and no mitigation works would be warranted or exacerbation of existing shortfalls by

the development proposals be expected.

Fraser Road (A206) / Horton Place

11.1.12 A single PIC occurred at the Fraser Road (A206) / Horton Place junction, with accident ref.

0115RY10439 (classified as slight). This occurred in November 2015 and involved a

pedestrian walking into the road without looking and being struck by an oncoming vehicle.

The cause of the PIC was not attributable to the geometry or layout of the existing highway

network. There have been no recoded PICs within this area since September 2015 and



Fraser Road (A206) / Birch Walk

11.1.13 A single PIC occurred at the Fraser Road (A206) / Birch Walk junction, with accident Ref.

01160023961 (classified as slight). This occurred in October 2016 and involved a

pedestrian crossing the road (not on a crossing) and being struck by an oncoming vehicle

which failed to see the pedestrian. The cause of the PIC was not attributable to the

geometry or layout of the existing highway network. There have been no recoded PICs

within this area since September 2015 and no mitigation works would be warranted or

exacerbation of existing shortfalls by the development proposals be expected.

Summary

11.1.14 The review and analysis of the PIC data on the local highway network indicates that there

no specific highway safety concern that would warrant mitigation as in response to the

measured transport impact of the development proposals. It should also be clarified that

there have been no recorded PICs in and around the Madford Trading Park junction with

Fraser Road for the duration of the search period, where some increased traffic and

pedestrian activity is expected following development implementation.



12 Conclusions and Recommendation 12.1 Conclusions

12.1.1 This Transport Assessment has provided detail on the transport matters considered

necessary for consideration in association with the proposed redevelopment of retail land

uses at the application site with a Lidl foodstore. This report concludes the following:

§ There is already a reasonable level of traffic activity, including servicing operations at

the application site. The principle of the access arrangements would be retained, albeit

an existing servicing egress onto Birch Walk stopped up (which may benefit highway

safety);

§ The application site is well located in terms of access by sustainable travel connections

to serve the proposed food retail land use and associated site users. Whilst the PTAL

score is 2, this doesn’t necessarily reflect the available train services. In any event the

available bus services and ability to walk to the site from nearby residential areas are

of greater value and make it likely that customers and staff will have every opportunity

to travel sustainably to and from the proposed development, reducing reliance on the

private car;

§ The proposed site layout allows for access to the site by vehicles (including servicing),

walking and cycling. The proposed car and cycle parking provision reflects the current

London Plan standards and suitable provision will be made for electric vehicle charging

and accessible parking;

§ Trip generation for the existing and proposed land uses has been quantified through

application of empirical data derived from both traffic surveys of the existing operations,

as well as trip rate data from a privately held Lidl database and the TRICS database

for robustness. The net traffic generation has been quantified on this basis and

differentiated by trip type, before distributing and assigning on the local road network

by applying existing traffic pattern assumptions and sensible transfer / retail shift

assumptions.

§ The performance of local junctions has been tested through undertaking of detailed

modelling assessments using ARCADY and PICADY. This has demonstrated that with

or without development in the 2022 assessment year, no material impact is forecast in

terms of junction capacity.

§ Personal Injury Collision (PIC) data has been collected for the surrounding local road

network. No PIC trends have been identified that would warrant mitigation in light of

transport impacts expected following development implementation.



12.2 Recommendation

12.2.1 In the round of the conclusions and no transport implications being identified as in

appropriate in a planning, highway capacity or safety context, this Transport Assessment

recommends that the planning application be considered acceptable by LBB and any

interested consultees / stakeholders.



Appendix A Site Layout Plan

PROJECT

4th Floor, Greyfriars HouseGreyfriars Road, Cardiff CF10 3AL

Tel: 029 2055 8900 Fax: 029 2039 9592www.boyesrees.co.uk

Registered office. As above RegNo. 295 1683 ( England & Wales )

ORIGIN. VOLUME LEVEL TYPE DISCIP. NUMBER

SUITABILITY: REVISION:

JOB NO:

DRAWN BY:

DATE:

SCALE:

DRAWING TITLE:

PROJECT TITLE:

IN CASE OF DOUBT OR DISCREPANCIES PLEASE REFER TO ARCHITECT FOR INSTRUCTIONS.DRAWING AND SUITABILITY NUMBERS IN ACCORDANCE WITH BS1192:2007.THIS DRAWING SHOULD NOT BE SCALED.THIS DRAWING IS COPYRIGHT.

SUITABILITY NUMBER KEY:WIP

S0 - Work in Progress*SHARED

S1 - Fit for co-ordination**S2 - Fit for informationS3 - Fit for internal review and commentS4 - Fit for construction approval

DOCUMENTATIOND1 - Fit for costingD2 - Fit for tenderD3 - Fit for contractor designD4 - Fit for manufacture/ procurement

DOCUMENTATION - SIGN-OFFA - Fit for constructionB - Fit for construction, with commentsC - Comprehensive revisions needed

ARCHIVEAB - As BuiltFC - Final Construction

* For internal pre-issue usage only.** For model file usage only.

DESCRIPTIONDATEREV BY

clients logo

Proposed Lidl store atAtlas Trade Park,Fraser RoadErithKent

Proposed Site PlanOption 2: 111 Car Parking Spaces

WW 1:500 @ A3

JUN 20175508

S0 18

012010ADR00V01BR5508

Land protected by TPOs indicated WW15.07.1511

KEY

Land protected by TPO's

Part of development sitewithin TPO area

Tree proposedto be removed

9 nos. proposedreplacement trees

Store layouts updated to latest specifications AW06.03.1712Amended to client's comments AW21.03.1713Amended to client's comments AW23.03.1714

1:5000 50m25m

Amended to client's comments AW23.05.1715Amended to client's comments RB02.06.1716Site area revised AW27.07.1717Ownership area information added AW28.07.1718

Possible re

locatio

n of

substa

tion if

require

d

9218

1015

0

LAND PROTECTED B

Y TPO'S

LAND PROTECTED

BY TPO'S

PLANT

AREA

Totem

Signage

8060

2500

8500

Total Exte

rnal P

arking

111 Space

s

16

29

1200 10

96

01

11

86

9293

95

17

9000

1200

6000

5000

5000

500025

00

2500

09

30

39

40

98

99

103

109

111

5000

5000

3600

3600

5000

2500

5000

2500

5000

6795

6210

7660

87

Lidl

Signage

Foods refrig

eratio

n dry

cooler m

ounted upon

plinth w

ith se

cure

d

enclosu

re.

Heat pump units

Approx s

ize:

1900x1000x2

300H

VRF outdoor unit

mounted upon

PLA-ROCK beare

rs

Approx s

ize:

1350x720x1

690

Lobby

��Pð

Cus.

WC

��Pð

Cash

Room

��Pð

Sales Are

a

��P

ð

Chiller

��Pð

Freeze

r

��Pð

Ware

house

��Pð

Welfare

��Pð

Utilitie

s

��Pð

Prep B

akery

��Pð

Office

��Pð

64000

2135

0

Development site boundary

Site Owned by UK Power Networks

Land within ownership(Not suitable for development)



Appendix B TFL Bus Spider Diagram

Route finderBus route Towards Bus stops

99 Bexleyheath � � � �

Woolwich � � �

229 Sidcup � � �

Thamesmead � � � � �

428 Bluewater �

469 Woolwich Common � � �

B12 Joydens Wood � H&R1

Night busesBus route Towards Bus stops

N89 Trafalgar Square �

Route B12 operates as Hail and Ride on the sections of roads marked H&R1 on the map. Buses stop at any safe point along the road. There are no bus stops at these locations, but please indicate clearly to the driver when you wish to board or alight.

River Thames

South RoadLarner Road

Manor RoadAperfield Road

Manor RoadBilton Road

Northend RoadPeareswood Road

Northend RoadColyers Lane

Hazel RoadBridge RoadSlade Green Road

Slade GreenForest Road

Bridge RoadNorthend Road

Forest RoadBridge Road

Bridge RoadWhitehall Lane

(not N89)

Bridge Road0DVHÀHOG�&ORVH

Whitehall LaneDale View

Howbury LaneLincoln Road

Thames RoadPerry Street

Parkside AvenuePerry Street

Parkside AvenueEversley Cross

Parkside AvenueParkside Cross Thames Road

Shearwood Crescent

Thames RoadKennet Road

Slade GreenWhitehall Lane

Crayford Way

West Hill

CrayfordTown Hall

Dartford BluewaterShopping Centre

Darent ValleyHospital

Slade Green RoadManor Road

Slade Green RoadGrange Way

Northall RoadManor Way

BarnehurstNorthall Road

BexleyheathShopping Centre

Mayplace Road East

Bexley RoadLesney Park

Bexley RoadCarlton Road

Bexley RoadNorthumberland Park

NorthumberlandHeath

Erith RoadBrook Street

Erith RoadRydal Drive

BarnehurstErith Road

BexleyheathBus Garage

Gravel Hill

BexleyLibrary

Baldwyns Park

Joydens Wood

SummerhouseDrive

Leyton Cross

Bexley Park

Birchwood RoadBexleyHurst RoadSidcupSidcupPolice Station

SidcupQueen MaryOs Hospital

West StreetMaxim Road/The Ship

West StreetSt. Francis Road

Lower RoadChurch Manorway

Lower RoadMayfield Road

Lower RoadPoplar Mount

Lower RoadHalt Robin LaneThe Barge Pole

Abbey EstateSewell Road

Abbey EstateSt. PaulOs Academy

Woolwich CommonQueen Elizabeth Hospital

Belvedere

Abbey Road

Abbey Wood

ThamesmeadBoiler House

ThamesmeadCrossway

ThamesmeadTown Centre

Church Manor Way

PlumsteadHigh Street

Plumstead

Avenue RoadLesney Park

Colyers LaneColyers Walk

Colyers LaneNorthumberland Way

Colyers LaneHurst Road

Colyers LaneMrytle Road

Erith HospitalCarlton RoadSilver Spring Close

Parsonage Manorway

Bedonwell RoadHythe Avenue

Long LaneBelvedere Road

Welling Corner

Welling

continues toTrafalgar Squarefor Charing Cross Pickford Lane

Bexleyheath

Crook Log

Hail & Ride s

ectio

n

Hail & Ride s

ectio

n

Fraser RoadEuropa Trading Estate

Fraser RoadBirch Walk

Fraser RoadAlford Road

Erith RoadTrinity School

Erith RoadErith Fire Station

Erith RoadBrook Street

Erith RoadNuxley Road

Upper BelvedereEardley Arms

Bostall HeathPlumstead Corner

Bostall HillWoolwich

Road

Woolwich Town Centrefor Woolwich Arsenal

Hai

l & R

ide

sect

ion

WOOLWICH

ABBEY WOOD

THAMESMEAD

PLUMSTEAD

BEXLEYHEATH

SIDCUP

CRAYFORD

DARTFORD

SLADE GREEN

428

99

B12B12229

229

469

99

N89

The yellow tinted area includes everybus stop up to about one-and-a-half miles from Erith. Main stops are shownin the white area outside.

Between Dartford and Bluewater, routestops only at Darent Valley Hospital

Until about 1200, routeruns clockwise around the loop.After 1200, it runs anti clockwise

428

RIVER THAMESRiversideGardens

VICT

ORI

A R

OA

D

BEXLEY ROADFRASER ROAD

BEXLEY ROAD

MANOR ROAD

QUEEN’S ROAD

ERITH HIGH STREET

WEST ST

COLEBROOKSTREET

WA

LNU

T TR

EE R

OA

D

PARK CRESCENT

CROS

S ST

CLOSE

WHARFSIDE CLOSE

JAMES WATT

WAYERIT

HHI

GHST

REET

CRES

CENT ROAD

BRONZE AGE WAY

STONEWOOD

ROAD

CHRISTCHURCH AVENUE

GLEBE WAY

PARK CRESCENT

CRICKETERS CLOSEP IER ROAD

QUEEN STREE T

SALT

FORD

Erith

RiversideShopping Centre

PostOfÀce

Museum

Police Library

Superstore

Town Hall

H&R1

© Transport for London TFL 32034.12.16 (T) Information correct from August 2016

Buses from Erith

Hail &Ride



Appendix C PTAL Outputs

Copyright TfL 20171 / 2

Map key - PTAL

0 (W ors t) 1a 1b 2 3 4 5 6a 6b (Bes t)

Map layers

PTAL (cel l s ize: 100m)

DA8 1QJ

Fraser Rd, Erith DA8 1QJ, UK

Easting: 550845, Northing: 178028

Grid Cell: 68770

Report generated: 04/09/2017

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

TRANSPORT

FOR LONDON

PTAL output for Base Year

3


Calculation data

Mode Stop Route Distance (metres) Frequency (vph) Walk Time (mins) SWT (mins) TAT (mins) EDF Weight AI

Total Grid Cell AI: 11.67

Bus ERITH BEXLEY ROAD 428 617.94 4 7.72 9.5 17.22 1.74 0.5 0.87

Bus WALNUT TREE RD BEXLEY

RD

469 572.63 4 7.16 9.5 16.66 1.8 0.5 0.9

Bus BEXLEY ROAD FRASER ROAD 229 361 6 4.51 7 11.51 2.61 0.5 1.3

Bus FRASER ROAD GYM CENTRE 99 101.33 5 1.27 8 9.27 3.24 1 3.24

Bus VICTORIA ROAD BEXLEY RD B12 432.4 3 5.41 12 17.41 1.72 0.5 0.86

Rail Erith 'DARTFD-CANONST 2B07 ' 700.84 2.33 8.76 13.63 22.39 1.34 1 1.34

Rail Erith 'SLADEGN-CANONST 2B29' 700.84 0.33 8.76 91.66 100.42 0.3 0.5 0.15

Rail Erith 'CANONST-DARTFD 2E11 ' 700.84 2 8.76 15.75 24.51 1.22 0.5 0.61

Rail Erith 'CANONST-SLADEGN 2E25' 700.84 1.67 8.76 18.71 27.47 1.09 0.5 0.55

Rail Erith 'CANONST-BRNHRST 2E27' 700.84 0.33 8.76 91.66 100.42 0.3 0.5 0.15

Rail Erith 'CANONST-CANONST 2I13' 700.84 0.33 8.76 91.66 100.42 0.3 0.5 0.15

Rail Erith 'CANONST-CANONST 2I15' 700.84 1.33 8.76 23.31 32.07 0.94 0.5 0.47

Rail Erith 'CANONST-CANONST

2O19'

700.84 1.33 8.76 23.31 32.07 0.94 0.5 0.47

Rail Erith 'SLADEGN-CHRX 2B14 ' 700.84 2 8.76 15.75 24.51 1.22 0.5 0.61



Appendix D TIM Outputs


Map key - Travel Time

< 15 mins 15 - 30 mins 30 - 45 mins 45 - 60 mins 60 - 75 mins 75 - 90 mins 90 - 105 mins 105 - 120 mins 120 - 135 mins 135 - 150 mins

Map layers

T ravel T imes

Scenario: Base Year Mode: All public transport modes, Time of day: PM peak, Direction: From location

DA8 1QJ




Population and employment: GLA forecas ts 2016

Tow n Centres : GLA 2016

Education: EduBase 2016

Health: NHS Direc t, CQC 2016

Code: NT087P05A

TRANSPORT

FOR LONDON

TIM output for Base Year


Catchment data for your current selection

Population - Total: London 2011

Total: London (2011) 8,217,475

Employment - Jobs: London 2011

Jobs: London (2011) 4,895,753

Town centres - Metropolitan, major and district: London

Metropolitan, major and district: London - 191

Health services - GP Surgeries: London

GP Surgeries: London - 1,454

Education establishments - Primary schools: London

Primary schools: London - 2,663

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

6,937

72,932

303,240

639,949

1,714,622

3,964,237

6,239,363

7,871,689

8,215,829

8,216,235T

rave

l Tim

e (m

ins)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3,509

25,424

91,201

414,276

1,834,722

3,170,363

4,079,220

4,688,576

4,883,608

4,895,013

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

1

2

7

21

46

101

156

190

191

191

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

2

12

45

105

291

703

1,108

1,400

1,453

1,453

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3

37

127

238

585

1,295

2,012

2,509

2,663

2,663

Tra

vel T

ime

(min

s)




Map layers

T ravel T imes

Scenario: Base Year Mode: All public transport modes, Time of day: Between peak times, Direction: From location

DA8 1QJ








Code: NT096I05A

TRANSPORT

FOR LONDON





Total: London (2011) 8,217,475


Jobs: London (2011) 4,895,753







< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

6,937

75,346

308,770

655,129

1,791,902

4,129,674

6,439,440

7,951,423

8,216,233

8,216,235T

rave

l Tim

e (m

ins)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3,509

22,353

94,717

544,404

2,141,854

3,270,290

4,153,053

4,709,194

4,894,833

4,895,013

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

1

1

7

21

45

105

163

190

191

191

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

2

12

47

107

307

738

1,156

1,411

1,453

1,453

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3

40

128

240

609

1,330

2,071

2,554

2,663

2,663

Tra

vel T

ime

(min

s)




Map layers

T ravel T imes

Scenario: Base Year Mode: All public transport modes, Time of day: AM peak, Direction: From location

DA8 1QJ








Code: NT086A05A

TRANSPORT

FOR LONDON





Total: London (2011) 8,217,475


Jobs: London (2011) 4,895,753







< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

6,937

70,926

299,059

640,941

1,760,776

3,988,756

6,316,530

7,883,004

8,205,587

8,216,235T

rave

l Tim

e (m

ins)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3,509

21,703

91,491

518,434

2,133,265

3,218,565

4,105,109

4,693,531

4,879,271

4,895,013

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

1

1

7

19

44

103

159

190

191

191

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

2

11

45

104

305

709

1,134

1,405

1,452

1,453

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3

37

122

240

587

1,274

2,015

2,535

2,659

2,663

Tra

vel T

ime

(min

s)




Map layers

T ravel T imes

Scenario: Base Year Mode: All public transport modes, Time of day: AM peak, Direction: To location

DA8 1QJ








Code: NT086A05A

TRANSPORT

FOR LONDON





Total: London (2011) 8,217,475


Jobs: London (2011) 4,895,753







< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

6,937

72,932

287,990

670,731

1,723,201

3,893,729

6,264,882

7,804,668

8,206,462

8,216,235T

rave

l Tim

e (m

ins)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3,509

25,424

88,506

533,399

2,092,673

3,168,439

4,097,555

4,665,551

4,857,170

4,895,013

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

1

2

7

22

42

100

157

190

191

191

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

2

12

44

106

296

698

1,111

1,395

1,453

1,453

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3

37

117

247

575

1,255

1,996

2,499

2,657

2,663

Tra

vel T

ime

(min

s)




Map layers

T ravel T imes

Scenario: Base Year Mode: All public transport modes, Time of day: PM peak, Direction: To location

DA8 1QJ








Code: NT087P05A

TRANSPORT

FOR LONDON





Total: London (2011) 8,217,475


Jobs: London (2011) 4,895,753







< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

6,937

85,948

301,091

703,300

1,812,109

4,008,427

6,243,930

7,822,956

8,211,756

8,216,235T

rave

l Tim

e (m

ins)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3,509

27,932

91,065

474,433

2,010,919

3,203,154

4,071,280

4,658,170

4,870,622

4,895,013

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

1

2

7

22

47

101

155

190

191

191

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

2

14

45

116

308

711

1,106

1,397

1,453

1,453

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3

44

122

258

610

1,294

1,999

2,496

2,661

2,663

Tra

vel T

ime

(min

s)




Map layers

T ravel T imes

Scenario: Base Year Mode: All public transport modes, Time of day: Between peak times, Direction: To location

DA8 1QJ








Code: NT096I05A

TRANSPORT

FOR LONDON





Total: London (2011) 8,217,475


Jobs: London (2011) 4,895,753







< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

6,937

100,357

328,913

741,566

2,001,982

4,321,509

6,553,047

7,901,418

8,215,954

8,216,235T

rave

l Tim

e (m

ins)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3,509

31,150

100,891

697,079

2,324,835

3,354,893

4,204,749

4,705,083

4,872,659

4,895,013

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

1

3

7

22

46

116

165

191

191

191

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

2

17

45

119

346

776

1,184

1,406

1,453

1,453

Tra

vel T

ime

(min

s)

< 15

< 30

< 45

< 60

< 75

< 90

< 105

< 120

< 135

< 150

3

48

130

270

654

1,393

2,103

2,535

2,663

2,663

Tra

vel T

ime

(min

s)



Appendix E Swept Path Analysis Drawing

Possible relocation of

substation if required

LAND PROTECTED BY TPO'S

PLANTAREA

TotemSignage

Total External Parking

111 Spaces

16

29

10

96

01

11

86

92

93 95

17

09

30

39

40

98 99 103 109 111

87

LidlSignage

Foods refrigeration dry

cooler mounted upon

plinth with secured

enclosure.

Heat pump units

Approx size:

1900x1000x2300H

VRF outdoor unit

mounted upon

PLA-ROCK bearers

Approx size:

1350x720x1690

Lobby

22 m²Cus.

WC

11 m²

Cash

Room

10 m²

Sales Area

1405 m²

Chiller

58 m²Freezer

37 m²

Warehouse

437 m²Welfare

71 m²

Utilities

16 m²

Prep Bakery

74 m²

Office

9 m²

date remarks

This drawing has been produced by modetransport planning.No responsibility will be accepted for theuse of this drawing in any other project.DO NOT SCALE OFF THIS DRAWING.

rev

client

job title

drawing title

drawing no.

scale

drawn

checked

created

16.5m Articulated Servicing Vehicle Swept Path Analysis

LIDL UK GmbH

LIDL Erith

1:500@A3

MF

CH

Feb 18 J32-3173-PS-001

09-02-18A Issued

mode transport planning9 Greyfriars RoadReadingRG1 1NU

t 0118 206 2945e [email protected] www.modetransport.co.uk

modetransport planning F

ile

: C

:\U

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od

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pd

ata

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ca

l\te

mp

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ub

lish

_1

62

92

\17

09

29

J3

2-3

17

3-0

01

.dw

g

13.6

6.53

Max° HorizMax° Vert

6.4 1.4 1.4 2.58

4.78

1.37 3 1.4

Refridgerated Articulated Vehicle (16.5m)Overall Length 16.560mOverall Width 2.600mOverall Body Height 3.681mMin Body Ground Clearance 0.411mMax Track Width 2.500mLock to lock time 6.00sKerb to Kerb Turning Radius 6.530m

Access

AutoCAD SHX Text

BUS

AutoCAD SHX Text

STOP

AutoCAD SHX Text

LOOK RIGHT

AutoCAD SHX Text

LOOK LEFT

AutoCAD SHX Text

LOOK LEFT

AutoCAD SHX Text

LOOK RIGHT

AutoCAD SHX Text

VAN

AutoCAD SHX Text

VAN

AutoCAD SHX Text

VAN

AutoCAD SHX Text

VAN

AutoCAD SHX Text

LOOK RIGHT

AutoCAD SHX Text

LOOK LEFT

AutoCAD SHX Text

LOOK LEFT

AutoCAD SHX Text

LOOK RIGHT

AutoCAD SHX Text

OS NORTH

Possible relocation of

substation if required

LAND PROTECTED BY TPO'S

PLANTAREA

TotemSignage

Total External Parking

111 Spaces

16

29

10

96

01

11

86

92

93 95

17

09

30

39

40

98 99 103 109 111

87

LidlSignage

Foods refrigeration dry

cooler mounted upon

plinth with secured

enclosure.

Heat pump units

Approx size:

1900x1000x2300H

VRF outdoor unit

mounted upon

PLA-ROCK bearers

Approx size:

1350x720x1690

Lobby

22 m²Cus.

WC

11 m²

Cash

Room

10 m²

Sales Area

1405 m²

Chiller

58 m²Freezer

37 m²

Warehouse

437 m²Welfare

71 m²

Utilities

16 m²

Prep Bakery

74 m²

Office

9 m²

date remarks

This drawing has been produced by modetransport planning.No responsibility will be accepted for theuse of this drawing in any other project.DO NOT SCALE OFF THIS DRAWING.

rev

client

job title

drawing title

drawing no.

scale

drawn

checked

created

16.5m Articulated Servicing Vehicle Swept Path Analysis

LIDL UK GmbH

LIDL Erith

1:500@A3

MF

CH

Feb 18 J32-3173-PS-002

09-02-18A Issued

mode transport planning9 Greyfriars RoadReadingRG1 1NU

t 0118 206 2945e [email protected] www.modetransport.co.uk

modetransport planning F

ile

: C

:\U

se

rs\M

od

eT

\ap

pd

ata

\lo

ca

l\te

mp

\AcP

ub

lish

_2

44

0\1

70

92

9 J

32

-31

73

-00

1.d

wg

13.6

6.53

Max° HorizMax° Vert

6.4 1.4 1.4 2.58

4.78

1.37 3 1.4

Refridgerated Articulated Vehicle (16.5m)Overall Length 16.560mOverall Width 2.600mOverall Body Height 3.681mMin Body Ground Clearance 0.411mMax Track Width 2.500mLock to lock time 6.00sKerb to Kerb Turning Radius 6.530m

AccessEgress

AutoCAD SHX Text

BUS

AutoCAD SHX Text

STOP

AutoCAD SHX Text

LOOK RIGHT

AutoCAD SHX Text

LOOK LEFT

AutoCAD SHX Text

LOOK LEFT

AutoCAD SHX Text

LOOK RIGHT

AutoCAD SHX Text

VAN

AutoCAD SHX Text

VAN

AutoCAD SHX Text

VAN

AutoCAD SHX Text

VAN

AutoCAD SHX Text

LOOK RIGHT

AutoCAD SHX Text

LOOK LEFT

AutoCAD SHX Text

LOOK LEFT

AutoCAD SHX Text

LOOK RIGHT

AutoCAD SHX Text

OS NORTH



Appendix F Full Traffic Survey Data (ATC+ MCC)

Bexley ATC, A206Produced by Road Data Services Ltd.

Channel 1 - Westbound

09/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 24 0 0 0 0 0 0 0 0 0 0 0 0 242 14 0 0 0 0 0 0 0 2 0 1 0 0 173 13 0 0 0 0 0 0 0 0 0 0 0 0 134 10 0 0 0 0 0 0 0 0 0 0 0 0 105 25 0 0 0 0 0 0 0 0 0 0 0 0 256 64 2 0 0 0 0 0 0 1 1 0 2 0 707 83 4 0 1 0 0 0 0 0 0 0 1 0 898 179 8 0 1 0 0 0 0 1 0 2 6 0 1979 265 11 0 0 0 0 0 1 5 0 3 10 0 295

10 236 10 0 0 1 0 0 0 4 0 1 6 0 25811 195 6 0 0 0 0 0 0 0 0 4 2 0 20712 225 7 0 1 0 0 0 1 3 0 5 5 0 24713 260 7 0 0 0 0 0 2 1 0 1 3 0 27414 268 9 0 1 0 0 0 2 4 0 1 4 0 28915 287 6 0 1 1 0 0 4 2 0 2 2 0 30516 362 8 0 0 0 0 0 1 3 0 2 5 0 38117 392 9 0 0 1 0 0 2 3 0 2 3 0 41218 432 8 0 0 0 0 0 2 1 0 1 4 0 44819 320 5 0 0 0 0 0 2 1 0 0 1 0 32920 219 4 0 0 0 0 0 1 0 0 0 0 0 22421 221 4 0 0 0 0 0 0 3 0 1 1 0 23022 148 3 0 0 0 0 0 0 1 0 1 0 0 15323 72 2 0 0 0 0 0 0 6 0 0 0 0 8024 49 2 0 0 0 0 0 0 1 0 0 1 0 53

7-19 3421 94 0 4 3 0 0 17 28 0 24 51 0 36426-22 4092 109 0 5 3 0 0 18 32 0 26 53 0 43386-24 4213 113 0 5 3 0 0 18 39 0 26 54 0 44710-24 4363 115 0 5 3 0 0 18 42 1 27 56 0 4630

Channel 2 - Eastbound

09/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 19 0 0 0 0 0 0 0 1 0 2 0 0 222 12 0 0 0 0 0 0 0 0 0 3 0 0 153 4 0 0 0 0 0 0 0 0 0 0 0 0 44 14 0 0 0 0 0 0 0 0 0 2 0 0 165 13 2 0 0 0 0 0 0 0 0 0 0 0 156 104 3 0 0 0 0 0 0 0 0 1 2 0 1107 159 5 0 1 0 0 0 1 0 0 0 1 0 1678 252 6 0 1 0 0 0 1 0 0 1 4 0 2659 284 6 0 0 0 0 0 0 2 0 2 8 0 302

10 273 5 0 0 0 0 0 1 3 0 2 2 0 28611 270 5 0 1 0 0 0 1 5 0 4 4 0 29012 260 5 0 2 0 0 0 0 5 0 3 4 0 27913 233 5 0 1 0 0 0 1 3 0 6 5 0 25414 251 5 0 0 0 0 0 0 4 0 3 10 0 27315 265 6 0 1 0 0 0 0 2 0 1 9 0 28416 290 7 0 1 0 0 0 0 2 0 2 6 0 30817 303 6 0 1 0 0 0 0 0 0 2 3 0 31518 286 6 0 1 0 0 0 0 0 0 1 0 0 29419 266 4 0 0 0 0 0 0 0 0 3 1 0 27420 162 2 0 0 0 0 0 0 2 0 3 0 0 16921 105 3 0 0 0 0 0 0 0 0 1 0 0 10922 78 2 0 0 0 0 0 0 0 0 0 0 0 8023 54 0 0 0 0 0 0 0 2 0 1 0 0 5724 29 0 0 0 0 0 0 0 1 0 2 0 0 32

7-19 3233 66 0 9 0 0 0 4 26 0 30 56 0 34246-22 3737 78 0 10 0 0 0 5 28 0 34 57 0 39496-24 3820 78 0 10 0 0 0 5 31 0 37 57 0 40380-24 3986 83 0 10 0 0 0 5 32 0 45 59 0 4220

Vehicle Classes

Vehicle Classes



09/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 1 10 9 3 1 0 0 0 0 0 0 242 0 2 7 7 0 1 0 0 0 0 0 0 173 0 0 2 9 1 1 0 0 0 0 0 0 134 0 0 1 6 2 1 0 0 0 0 0 0 105 0 0 4 6 7 3 3 2 0 0 0 0 256 0 4 30 15 6 12 3 0 0 0 0 0 707 0 6 19 42 14 7 0 1 0 0 0 0 898 0 21 92 56 25 3 0 0 0 0 0 0 1979 0 47 130 88 29 1 0 0 0 0 0 0 295

10 0 50 105 65 30 7 1 0 0 0 0 0 25811 0 23 99 57 27 1 0 0 0 0 0 0 20712 0 36 115 77 15 4 0 0 0 0 0 0 24713 0 28 127 101 13 5 0 0 0 0 0 0 27414 0 26 156 76 23 8 0 0 0 0 0 0 28915 1 38 117 111 32 6 0 0 0 0 0 0 30516 0 50 183 121 22 5 0 0 0 0 0 0 38117 3 90 216 88 13 2 0 0 0 0 0 0 41218 2 85 251 90 17 3 0 0 0 0 0 0 44819 0 48 181 78 19 3 0 0 0 0 0 0 32920 0 14 75 93 31 10 1 0 0 0 0 0 22421 0 23 92 94 14 5 2 0 0 0 0 0 23022 0 12 54 60 19 7 1 0 0 0 0 0 15323 0 6 21 28 10 12 3 0 0 0 0 0 8024 0 0 17 26 8 2 0 0 0 0 0 0 53

7-19 6 542 1772 1008 265 48 1 0 0 0 0 0 36426-22 6 597 2012 1297 343 77 5 1 0 0 0 0 43386-24 6 603 2050 1351 361 91 8 1 0 0 0 0 44710-24 6 610 2104 1403 380 110 14 3 0 0 0 0 4630


09/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 2 6 7 6 1 0 0 0 0 0 0 222 0 0 9 5 1 0 0 0 0 0 0 0 153 0 0 1 2 1 0 0 0 0 0 0 0 44 0 0 5 7 4 0 0 0 0 0 0 0 165 0 1 3 2 7 2 0 0 0 0 0 0 156 0 3 30 41 32 4 0 0 0 0 0 0 1107 0 5 43 81 25 11 2 0 0 0 0 0 1678 0 10 119 103 29 4 0 0 0 0 0 0 2659 0 21 87 152 37 5 0 0 0 0 0 0 302

10 0 21 102 129 30 4 0 0 0 0 0 0 28611 0 21 121 122 21 5 0 0 0 0 0 0 29012 1 13 94 129 37 5 0 0 0 0 0 0 27913 0 13 101 100 35 5 0 0 0 0 0 0 25414 0 22 97 119 32 3 0 0 0 0 0 0 27315 0 15 107 109 49 3 1 0 0 0 0 0 28416 0 25 119 122 35 6 1 0 0 0 0 0 30817 0 39 149 109 17 1 0 0 0 0 0 0 31518 0 29 141 100 18 4 2 0 0 0 0 0 29419 0 26 124 100 19 4 1 0 0 0 0 0 27420 0 16 42 69 32 7 2 1 0 0 0 0 16921 0 11 27 47 19 4 1 0 0 0 0 0 10922 0 3 29 28 17 3 0 0 0 0 0 0 8023 0 2 11 29 10 3 2 0 0 0 0 0 5724 0 2 10 10 7 2 1 0 0 0 0 0 32

7-19 1 255 1361 1394 359 49 5 0 0 0 0 0 34246-22 1 290 1502 1619 452 74 10 1 0 0 0 0 39496-24 1 294 1523 1658 469 79 13 1 0 0 0 0 40380-24 1 300 1577 1722 520 86 13 1 0 0 0 0 4220

Vehicle Speeds (MPH)




10/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 19 0 0 0 0 0 0 0 2 0 0 0 0 212 19 0 0 0 0 0 0 0 0 0 1 1 0 213 11 0 0 0 0 0 0 0 0 0 1 0 0 124 14 0 0 0 0 0 0 0 0 0 0 0 0 145 19 0 0 0 0 0 0 0 0 0 2 2 0 236 78 2 0 0 0 0 0 0 1 0 3 2 0 867 82 3 0 2 0 0 0 0 2 0 1 3 0 938 179 9 0 0 0 0 0 0 0 0 7 4 0 1999 268 11 0 0 1 0 0 3 5 0 1 3 0 292

10 256 11 0 3 1 0 0 1 4 0 0 4 0 28011 231 8 0 0 0 0 0 1 4 1 2 2 0 24912 253 9 0 1 0 0 0 0 3 0 4 4 0 27413 293 8 0 3 0 0 0 3 5 0 0 2 0 31414 297 9 0 1 0 0 0 0 2 0 0 3 0 31215 279 8 0 0 0 0 0 1 3 0 1 2 0 29416 356 8 0 1 0 0 0 0 2 0 2 3 0 37217 405 9 0 0 1 0 0 0 3 0 0 4 0 42218 433 8 0 0 0 0 0 2 2 0 2 4 0 45119 329 5 0 0 0 0 0 0 4 0 2 2 0 34220 257 4 0 0 0 0 0 0 1 0 0 2 0 26421 185 4 0 0 0 0 0 0 3 0 0 1 0 19322 136 3 0 0 0 0 0 1 2 0 1 3 0 14623 107 3 0 0 0 0 0 0 3 0 0 0 0 11324 72 1 0 0 0 0 0 0 1 0 0 0 0 74

7-19 3579 103 0 9 3 0 0 11 37 1 21 37 0 38016-22 4239 117 0 11 3 0 0 12 45 1 23 46 0 44976-24 4418 121 0 11 3 0 0 12 49 1 23 46 0 46840-24 4578 123 0 11 3 0 0 12 52 1 30 51 0 4861


10/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 8 0 0 0 0 0 0 0 2 0 0 0 0 102 8 0 0 0 0 0 0 0 1 0 2 0 0 113 6 0 0 0 0 0 0 0 0 0 2 0 0 84 13 0 0 0 0 0 0 0 0 0 1 0 0 145 14 2 0 0 0 0 0 0 0 0 0 1 0 176 107 4 0 0 0 0 0 0 0 0 1 2 0 1147 141 4 0 1 0 0 0 0 2 0 0 4 0 1528 250 7 0 1 0 0 0 1 2 0 1 3 0 2659 278 5 0 0 0 0 0 0 3 0 1 2 0 289

10 279 4 0 0 0 0 0 1 2 0 2 2 0 29011 270 7 0 1 0 0 0 0 5 0 2 6 0 29112 303 6 0 0 0 0 0 0 2 0 4 5 0 32013 293 7 0 0 0 0 0 1 3 1 1 4 0 31014 264 7 0 1 1 0 0 1 1 0 1 3 0 27915 265 7 0 1 0 0 0 0 1 0 3 4 0 28116 303 7 0 0 0 0 0 0 3 1 1 2 0 31717 294 6 0 0 0 0 0 0 0 0 4 3 0 30718 301 4 0 0 0 0 0 0 0 0 2 4 0 31119 269 3 0 1 0 0 0 0 0 0 1 2 0 27620 152 3 0 0 0 0 0 0 0 0 3 4 0 16221 121 2 0 0 0 0 0 0 1 0 0 1 0 12522 80 0 0 0 0 0 0 0 1 0 2 3 0 8623 82 2 0 0 0 0 0 0 0 0 1 0 0 8524 48 0 0 0 0 0 0 0 1 0 1 0 0 50

7-19 3369 70 0 5 1 0 0 4 22 2 23 40 0 35366-22 3863 79 0 6 1 0 0 4 26 2 28 52 0 40616-24 3993 81 0 6 1 0 0 4 27 2 30 52 0 41960-24 4149 87 0 6 1 0 0 4 30 2 36 55 0 4370

Vehicle Classes

Vehicle Classes



10/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 1 3 12 4 0 1 0 0 0 0 0 212 0 4 6 4 2 3 2 0 0 0 0 0 213 0 0 2 4 1 4 1 0 0 0 0 0 124 0 0 3 5 3 2 1 0 0 0 0 0 145 0 2 6 7 3 3 2 0 0 0 0 0 236 0 10 26 29 14 5 2 0 0 0 0 0 867 0 1 26 40 15 7 4 0 0 0 0 0 938 0 17 72 74 27 8 1 0 0 0 0 0 1999 0 32 130 97 29 3 1 0 0 0 0 0 292

10 0 42 140 71 21 5 1 0 0 0 0 0 28011 0 26 126 78 14 5 0 0 0 0 0 0 24912 0 39 118 86 27 4 0 0 0 0 0 0 27413 0 38 128 108 32 7 1 0 0 0 0 0 31414 0 36 131 107 28 9 1 0 0 0 0 0 31215 0 35 138 99 21 0 1 0 0 0 0 0 29416 3 48 181 105 28 7 0 0 0 0 0 0 37217 1 67 233 98 19 4 0 0 0 0 0 0 42218 0 94 252 91 14 0 0 0 0 0 0 0 45119 0 51 168 95 22 6 0 0 0 0 0 0 34220 0 28 142 70 21 3 0 0 0 0 0 0 26421 0 19 78 71 19 4 2 0 0 0 0 0 19322 0 26 37 62 15 5 1 0 0 0 0 0 14623 0 13 37 45 14 4 0 0 0 0 0 0 11324 0 3 28 25 11 5 2 0 0 0 0 0 74

7-19 4 525 1817 1109 282 58 6 0 0 0 0 0 38016-22 4 599 2100 1352 352 77 13 0 0 0 0 0 44976-24 4 615 2165 1422 377 86 15 0 0 0 0 0 46840-24 4 632 2211 1483 404 103 24 0 0 0 0 0 4861


10/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 0 2 3 3 2 0 0 0 0 0 0 102 0 1 2 7 1 0 0 0 0 0 0 0 113 0 0 5 0 2 1 0 0 0 0 0 0 84 0 0 3 3 5 2 1 0 0 0 0 0 145 0 0 3 9 3 1 1 0 0 0 0 0 176 0 2 26 43 33 9 1 0 0 0 0 0 1147 0 4 36 70 31 8 3 0 0 0 0 0 1528 0 15 89 118 39 4 0 0 0 0 0 0 2659 0 26 103 127 25 6 2 0 0 0 0 0 289

10 0 25 112 126 23 3 1 0 0 0 0 0 29011 0 25 131 104 28 3 0 0 0 0 0 0 29112 0 29 137 116 31 6 1 0 0 0 0 0 32013 0 28 101 136 40 5 0 0 0 0 0 0 31014 0 20 103 117 33 5 1 0 0 0 0 0 27915 0 20 108 115 31 5 1 1 0 0 0 0 28116 0 33 116 128 33 6 1 0 0 0 0 0 31717 0 20 126 129 29 3 0 0 0 0 0 0 30718 0 35 142 106 23 5 0 0 0 0 0 0 31119 0 24 126 99 23 3 1 0 0 0 0 0 27620 0 10 51 69 25 4 3 0 0 0 0 0 16221 0 6 44 51 17 6 1 0 0 0 0 0 12522 0 7 26 31 17 5 0 0 0 0 0 0 8623 0 4 24 38 14 5 0 0 0 0 0 0 8524 0 5 19 13 11 2 0 0 0 0 0 0 50

7-19 0 300 1394 1421 358 54 8 1 0 0 0 0 35366-22 0 327 1551 1642 448 77 15 1 0 0 0 0 40616-24 0 336 1594 1693 473 84 15 1 0 0 0 0 41960-24 0 339 1635 1758 520 99 18 1 0 0 0 0 4370





11/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 45 1 0 0 0 0 0 0 1 0 1 0 0 482 33 1 0 0 0 0 0 0 0 0 0 1 0 353 20 0 0 0 0 0 0 0 0 0 0 0 0 204 19 1 0 0 0 0 0 0 0 0 0 1 0 215 16 0 0 0 0 0 0 0 0 0 0 1 0 176 41 0 0 0 0 0 0 0 1 0 0 2 0 447 31 1 0 0 0 0 0 0 1 1 0 0 0 348 59 3 0 1 0 0 0 0 1 0 1 3 0 689 126 6 0 0 0 0 0 1 2 0 0 3 0 138

10 192 5 0 0 0 0 0 0 1 0 0 2 0 20011 235 6 0 0 0 0 0 0 3 0 1 2 0 24712 283 5 0 1 0 0 0 0 0 0 0 0 0 28913 344 5 0 0 0 0 0 4 2 0 0 1 0 35614 369 6 0 0 0 0 0 4 1 0 0 1 0 38115 362 5 0 0 0 0 0 2 3 0 1 1 0 37416 347 4 0 0 0 0 0 0 3 0 0 1 0 35517 376 6 0 0 0 0 0 1 1 0 0 1 0 38518 318 4 0 0 0 0 0 1 0 0 1 1 0 32519 213 4 0 0 0 0 0 0 0 0 0 0 0 21720 179 1 0 0 0 0 0 0 1 0 0 1 0 18221 128 2 0 1 0 0 0 1 2 0 0 0 0 13422 93 1 0 0 0 0 0 1 2 0 1 0 0 9823 95 2 0 0 0 0 0 0 1 0 0 1 0 9924 80 1 0 0 0 0 0 0 0 0 0 0 0 81

7-19 3224 59 0 2 0 0 0 13 17 0 4 16 0 33356-22 3655 64 0 3 0 0 0 15 23 1 5 17 0 37836-24 3830 67 0 3 0 0 0 15 24 1 5 18 0 39630-24 4004 70 0 3 0 0 0 15 26 1 6 23 0 4148


11/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 25 0 0 0 0 0 0 0 1 0 0 0 0 262 20 0 0 0 0 0 0 0 0 0 1 0 0 213 10 0 0 0 0 0 0 0 0 0 0 0 0 104 15 0 0 0 0 0 0 0 0 0 0 0 0 155 18 0 0 0 0 0 0 0 0 0 2 1 0 216 72 2 0 0 0 0 0 0 0 0 4 1 0 797 66 2 0 0 0 0 0 0 0 0 1 0 0 698 103 4 0 0 0 0 0 1 0 0 0 1 0 1099 236 4 0 1 0 0 0 1 0 0 0 1 0 243

10 328 5 0 0 0 0 0 0 1 0 0 2 0 33611 339 4 0 0 0 0 0 0 0 0 2 1 0 34612 344 5 0 0 0 0 0 0 1 1 0 0 0 35113 409 5 0 0 0 0 0 0 0 0 1 3 0 41814 360 6 0 0 0 0 0 1 2 0 1 0 0 37015 352 5 0 1 0 0 0 0 2 0 4 1 0 36516 323 4 0 0 0 0 0 1 0 0 1 2 0 33117 269 4 0 1 0 0 0 0 0 0 3 1 0 27818 229 3 0 0 0 0 0 0 1 0 3 0 0 23619 197 2 0 0 0 0 0 0 0 0 0 0 0 19920 134 1 0 0 0 0 0 0 0 0 1 0 0 13621 95 1 0 0 0 0 0 0 1 0 0 0 0 9722 80 1 0 0 0 0 0 0 1 0 3 0 0 8523 73 0 0 0 0 0 0 0 0 0 0 0 0 7324 59 0 0 0 0 0 0 0 0 0 0 0 0 59

7-19 3489 51 0 3 0 0 0 4 7 1 15 12 0 35826-22 3864 56 0 3 0 0 0 4 9 1 20 12 0 39696-24 3996 56 0 3 0 0 0 4 9 1 20 12 0 41010-24 4156 58 0 3 0 0 0 4 10 1 27 14 0 4273

Vehicle Classes

Vehicle Classes



11/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 0 20 19 6 2 1 0 0 0 0 0 482 0 2 8 14 8 1 2 0 0 0 0 0 353 0 3 1 9 2 2 3 0 0 0 0 0 204 0 2 2 6 6 5 0 0 0 0 0 0 215 0 0 7 7 2 0 1 0 0 0 0 0 176 0 4 12 19 3 2 4 0 0 0 0 0 447 0 1 7 11 12 1 2 0 0 0 0 0 348 0 3 24 33 6 2 0 0 0 0 0 0 689 0 7 54 50 14 12 0 1 0 0 0 0 138

10 0 16 67 82 28 7 0 0 0 0 0 0 20011 1 27 97 90 26 6 0 0 0 0 0 0 24712 0 31 118 98 28 13 1 0 0 0 0 0 28913 0 45 131 123 45 12 0 0 0 0 0 0 35614 4 75 148 108 39 6 1 0 0 0 0 0 38115 0 48 166 120 31 8 1 0 0 0 0 0 37416 1 47 137 128 37 5 0 0 0 0 0 0 35517 0 43 186 124 30 2 0 0 0 0 0 0 38518 0 29 161 104 22 8 1 0 0 0 0 0 32519 0 16 82 82 32 4 1 0 0 0 0 0 21720 0 11 71 63 29 7 1 0 0 0 0 0 18221 0 16 46 47 20 5 0 0 0 0 0 0 13422 0 11 26 34 22 5 0 0 0 0 0 0 9823 0 3 34 47 11 3 1 0 0 0 0 0 9924 0 5 24 29 13 8 2 0 0 0 0 0 81

7-19 6 387 1371 1142 338 85 5 1 0 0 0 0 33356-22 6 426 1521 1297 421 103 8 1 0 0 0 0 37836-24 6 434 1579 1373 445 114 11 1 0 0 0 0 39630-24 6 445 1629 1447 472 126 22 1 0 0 0 0 4148


11/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 0 9 8 7 1 1 0 0 0 0 0 262 0 0 12 5 2 2 0 0 0 0 0 0 213 0 0 5 2 3 0 0 0 0 0 0 0 104 0 0 2 8 4 1 0 0 0 0 0 0 155 0 3 1 9 6 2 0 0 0 0 0 0 216 0 2 26 32 14 4 1 0 0 0 0 0 797 0 5 25 24 13 2 0 0 0 0 0 0 698 0 11 32 47 17 2 0 0 0 0 0 0 1099 0 8 70 116 41 6 2 0 0 0 0 0 243

10 0 15 98 161 55 7 0 0 0 0 0 0 33611 0 29 119 151 44 3 0 0 0 0 0 0 34612 0 28 124 157 37 5 0 0 0 0 0 0 35113 0 22 138 200 49 9 0 0 0 0 0 0 41814 0 30 118 158 56 7 1 0 0 0 0 0 37015 0 27 139 141 46 10 2 0 0 0 0 0 36516 0 16 109 135 60 9 1 1 0 0 0 0 33117 0 21 97 122 36 2 0 0 0 0 0 0 27818 0 12 92 98 33 1 0 0 0 0 0 0 23619 0 12 65 82 33 7 0 0 0 0 0 0 19920 0 11 34 64 21 6 0 0 0 0 0 0 13621 0 4 34 34 17 7 1 0 0 0 0 0 9722 0 11 27 31 11 4 0 0 1 0 0 0 8523 0 6 18 32 14 1 2 0 0 0 0 0 7324 0 4 17 24 11 3 0 0 0 0 0 0 59

7-19 0 231 1201 1568 507 68 6 1 0 0 0 0 35826-22 0 262 1321 1721 569 87 7 1 1 0 0 0 39696-24 0 272 1356 1777 594 91 9 1 1 0 0 0 41010-24 0 277 1411 1841 630 101 11 1 1 0 0 0 4273





12/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 50 1 0 0 0 0 0 0 1 0 0 0 0 522 39 1 0 0 0 0 0 0 2 0 0 0 0 423 24 0 0 0 0 0 0 0 0 0 0 0 0 244 22 0 0 0 0 0 0 0 0 0 0 0 0 225 19 0 0 0 0 0 0 0 0 0 0 0 0 196 38 1 0 0 0 0 0 0 0 0 0 1 0 407 23 0 0 0 0 0 0 0 0 0 0 0 0 238 39 1 0 0 0 0 0 0 0 0 2 0 0 429 101 4 0 0 0 0 0 0 1 0 0 0 0 106

10 145 5 0 1 0 0 0 0 2 0 0 0 0 15311 140 3 0 0 0 0 0 1 2 0 1 1 0 14812 291 6 0 0 0 0 0 1 1 0 0 0 0 29913 346 7 0 2 0 0 0 0 0 0 0 0 0 35514 349 4 0 0 0 0 0 3 5 0 1 1 0 36315 346 4 0 0 0 0 0 1 2 0 1 1 0 35516 343 4 0 0 0 0 0 0 1 0 0 1 0 34917 318 5 0 0 0 0 0 1 2 0 1 0 0 32718 235 3 0 0 0 0 0 2 1 0 1 1 0 24319 196 3 0 0 0 0 0 0 0 0 0 1 0 20020 141 2 0 0 0 0 0 0 2 0 0 0 0 14521 100 1 0 0 0 0 0 0 4 0 0 0 0 10522 83 0 0 0 0 0 0 0 1 0 0 0 0 8423 51 1 0 0 0 0 0 0 5 0 0 0 0 5724 43 0 0 0 0 0 0 1 0 0 1 0 0 45

7-19 2849 49 0 3 0 0 0 9 17 0 7 6 0 29406-22 3196 52 0 3 0 0 0 9 24 0 7 6 0 32976-24 3290 53 0 3 0 0 0 10 29 0 8 6 0 33990-24 3482 56 0 3 0 0 0 10 32 0 8 7 0 3598


12/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 40 0 0 0 0 0 0 0 0 0 1 0 0 412 37 1 0 0 0 0 0 0 0 0 2 0 0 403 24 0 0 0 0 0 0 0 0 0 0 0 0 244 19 0 0 0 0 0 0 0 0 0 0 0 0 195 15 0 0 0 0 0 0 0 0 0 0 0 0 156 54 0 0 0 0 0 0 0 1 0 0 1 0 567 41 1 0 0 0 0 0 0 0 0 0 0 0 428 55 1 0 1 0 0 0 1 0 0 1 0 0 599 87 1 0 0 0 0 0 0 0 0 1 0 0 89

10 207 2 0 0 0 0 0 0 0 0 3 2 0 21411 321 2 0 0 0 0 0 0 1 0 1 0 0 32512 337 4 0 0 0 0 0 0 0 0 2 1 0 34413 343 3 0 0 0 0 0 1 1 0 2 1 0 35114 295 3 0 0 0 0 0 0 0 0 1 2 0 30115 298 3 0 0 0 0 0 0 0 0 1 0 0 30216 286 5 0 0 0 0 0 0 2 0 1 0 0 29417 246 3 0 1 0 0 0 0 1 0 5 0 0 25618 258 2 0 2 0 0 0 0 0 0 2 0 0 26419 172 1 0 0 0 0 0 0 0 0 1 0 0 17420 128 1 0 0 0 0 0 0 1 0 1 0 0 13121 79 0 0 0 0 0 0 0 0 0 0 0 0 7922 58 0 0 0 0 0 0 0 0 0 2 0 0 6023 43 0 0 0 0 0 0 0 1 0 2 1 0 4724 29 0 0 0 0 0 0 0 1 0 1 0 0 31

7-19 2905 30 0 4 0 0 0 2 5 0 21 6 0 29736-22 3211 32 0 4 0 0 0 2 6 0 24 6 0 32856-24 3283 32 0 4 0 0 0 2 8 0 27 7 0 33630-24 3472 33 0 4 0 0 0 2 9 0 30 8 0 3558

Vehicle Classes

Vehicle Classes



12/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 2 18 22 5 4 1 0 0 0 0 0 522 0 1 10 15 12 4 0 0 0 0 0 0 423 0 0 9 7 1 5 2 0 0 0 0 0 244 0 0 6 5 7 2 1 0 1 0 0 0 225 0 1 7 4 4 2 1 0 0 0 0 0 196 0 3 15 12 7 3 0 0 0 0 0 0 407 0 1 7 9 5 1 0 0 0 0 0 0 238 0 6 15 12 8 1 0 0 0 0 0 0 429 0 3 37 40 18 5 3 0 0 0 0 0 106

10 0 7 53 55 34 4 0 0 0 0 0 0 15311 0 14 50 49 26 9 0 0 0 0 0 0 14812 0 19 129 103 37 10 1 0 0 0 0 0 29913 0 26 147 121 48 13 0 0 0 0 0 0 35514 6 73 114 122 40 7 1 0 0 0 0 0 36315 0 28 140 143 29 12 3 0 0 0 0 0 35516 0 35 139 126 43 5 1 0 0 0 0 0 34917 0 32 143 122 23 6 1 0 0 0 0 0 32718 0 19 83 95 38 5 2 1 0 0 0 0 24319 2 21 71 69 24 7 6 0 0 0 0 0 20020 0 12 48 56 22 5 2 0 0 0 0 0 14521 0 13 32 34 18 4 4 0 0 0 0 0 10522 0 1 27 36 12 7 1 0 0 0 0 0 8423 0 6 24 16 9 2 0 0 0 0 0 0 5724 0 2 12 18 9 2 1 1 0 0 0 0 45

7-19 8 283 1121 1057 368 84 18 1 0 0 0 0 29406-22 8 310 1235 1192 425 101 25 1 0 0 0 0 32976-24 8 318 1271 1226 443 105 26 2 0 0 0 0 33990-24 8 325 1336 1291 479 125 31 2 1 0 0 0 3598


12/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 0 12 17 7 3 2 0 0 0 0 0 412 0 0 12 18 7 2 1 0 0 0 0 0 403 0 0 5 7 8 3 1 0 0 0 0 0 244 0 3 5 7 0 1 3 0 0 0 0 0 195 0 0 6 4 5 0 0 0 0 0 0 0 156 0 5 11 25 10 3 1 1 0 0 0 0 567 0 2 9 20 9 2 0 0 0 0 0 0 428 0 4 17 18 16 4 0 0 0 0 0 0 599 0 4 29 25 21 5 5 0 0 0 0 0 89

10 0 11 61 100 33 5 4 0 0 0 0 0 21411 0 24 102 149 46 3 1 0 0 0 0 0 32512 0 37 118 146 38 4 1 0 0 0 0 0 34413 0 23 122 151 49 5 1 0 0 0 0 0 35114 0 23 89 151 33 5 0 0 0 0 0 0 30115 0 22 92 129 48 9 2 0 0 0 0 0 30216 0 18 103 126 42 4 1 0 0 0 0 0 29417 0 24 106 89 31 4 2 0 0 0 0 0 25618 0 16 102 117 24 4 1 0 0 0 0 0 26419 0 7 55 76 32 3 1 0 0 0 0 0 17420 0 6 46 53 20 5 1 0 0 0 0 0 13121 0 5 18 37 14 4 1 0 0 0 0 0 7922 0 1 14 29 14 2 0 0 0 0 0 0 6023 0 2 12 17 10 5 1 0 0 0 0 0 4724 0 1 11 5 12 2 0 0 0 0 0 0 31

7-19 0 213 996 1277 413 55 19 0 0 0 0 0 29736-22 0 227 1083 1416 470 68 21 0 0 0 0 0 32856-24 0 230 1106 1438 492 75 22 0 0 0 0 0 33630-24 0 238 1157 1516 529 87 30 1 0 0 0 0 3558





13/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 16 1 0 0 0 0 0 0 0 0 0 0 0 172 15 0 0 0 0 0 0 0 0 0 0 0 0 153 8 0 0 0 0 0 0 0 0 0 0 3 0 114 9 0 0 0 0 0 0 0 0 0 0 0 0 95 17 0 0 0 0 0 0 0 0 0 0 1 0 186 73 1 0 0 0 0 0 0 1 0 1 1 0 777 85 3 0 0 0 0 0 0 0 0 0 1 0 898 182 6 0 0 0 0 0 1 0 0 3 4 0 1969 249 11 1 1 1 0 0 3 4 0 0 9 0 279

10 255 10 0 0 0 0 0 3 1 0 0 7 0 27611 188 7 0 2 0 0 0 1 3 0 0 1 0 20212 265 6 0 1 0 0 0 0 4 0 1 5 0 28213 243 7 0 0 1 0 0 1 2 0 2 2 0 25814 260 6 0 0 0 0 0 2 1 0 2 2 0 27315 282 6 0 1 1 0 0 2 2 0 2 5 0 30116 326 8 0 1 1 0 0 0 4 0 2 7 0 34917 373 8 0 0 0 0 0 0 2 0 2 5 0 39018 445 5 0 0 0 0 0 1 0 0 1 3 0 45519 296 5 0 0 0 0 0 0 1 0 2 0 0 30420 182 3 0 0 0 0 0 0 1 0 1 0 0 18721 151 3 0 0 0 0 0 0 3 0 2 0 0 15922 111 1 0 0 0 0 0 0 2 0 2 0 0 11623 67 0 0 0 0 0 0 0 4 0 1 1 0 7324 39 0 0 0 0 0 0 0 0 0 0 0 0 39

7-19 3364 85 1 6 4 0 0 14 24 0 17 50 0 35656-22 3893 95 1 6 4 0 0 14 30 0 22 51 0 41166-24 3999 95 1 6 4 0 0 14 34 0 23 52 0 42280-24 4137 97 1 6 4 0 0 14 35 0 24 57 0 4375


13/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 10 0 0 0 0 0 0 0 0 0 1 0 0 112 3 0 0 0 0 0 0 0 0 0 1 1 0 53 5 0 0 0 0 0 0 0 0 0 1 0 0 64 14 1 0 0 0 0 0 0 1 0 0 0 0 165 24 1 0 0 0 0 0 0 2 0 2 1 0 306 126 3 0 0 0 0 0 0 0 0 0 3 0 1327 170 3 0 0 0 0 0 0 1 0 1 0 0 1758 241 6 1 0 0 0 0 1 0 0 1 3 0 2539 277 5 0 1 0 0 0 1 2 0 3 8 0 297

10 268 5 0 2 1 0 0 2 2 0 0 4 0 28411 273 5 0 0 0 0 0 1 3 0 2 4 0 28812 266 5 0 0 0 0 0 0 3 0 2 7 0 28313 252 6 0 0 0 0 0 1 1 0 1 5 0 26614 243 6 0 0 0 0 0 0 0 0 4 4 0 25715 242 5 0 0 0 0 0 0 2 0 2 12 0 26316 250 5 0 0 1 0 0 1 5 0 2 2 0 26617 267 5 0 1 0 0 0 0 1 0 4 3 0 28118 218 1 0 1 0 0 0 0 1 0 2 1 0 22419 245 3 0 0 0 0 0 0 1 0 1 0 0 25020 141 2 0 0 0 0 0 0 1 0 0 0 0 14421 86 1 0 0 0 0 0 0 1 0 1 2 0 9122 57 0 0 0 0 0 0 0 1 0 5 0 0 6323 44 0 0 0 0 0 0 0 0 0 2 0 0 4624 16 0 0 0 0 0 0 0 2 0 0 0 0 18

7-19 3042 57 1 5 2 0 0 7 21 0 24 53 0 32126-22 3496 63 1 5 2 0 0 7 25 0 31 55 0 36856-24 3556 63 1 5 2 0 0 7 27 0 33 55 0 37490-24 3738 68 1 5 2 0 0 7 30 0 38 60 0 3949

Vehicle Classes

Vehicle Classes



13/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 1 7 5 2 1 0 1 0 0 0 0 172 0 2 4 6 2 1 0 0 0 0 0 0 153 0 1 1 2 4 1 2 0 0 0 0 0 114 0 0 0 4 3 2 0 0 0 0 0 0 95 0 0 5 5 3 4 1 0 0 0 0 0 186 0 4 19 36 16 2 0 0 0 0 0 0 777 0 11 24 30 17 6 1 0 0 0 0 0 898 1 22 82 67 22 2 0 0 0 0 0 0 1969 0 52 122 76 23 6 0 0 0 0 0 0 279

10 0 24 136 93 20 3 0 0 0 0 0 0 27611 0 23 103 56 17 3 0 0 0 0 0 0 20212 0 47 132 81 15 5 2 0 0 0 0 0 28213 0 39 102 90 22 5 0 0 0 0 0 0 25814 0 36 119 92 24 2 0 0 0 0 0 0 27315 0 63 123 84 27 4 0 0 0 0 0 0 30116 0 55 162 106 26 0 0 0 0 0 0 0 34917 0 61 205 107 12 4 1 0 0 0 0 0 39018 45 263 102 38 7 0 0 0 0 0 0 0 45519 8 55 134 87 19 1 0 0 0 0 0 0 30420 0 11 57 78 34 6 1 0 0 0 0 0 18721 0 16 63 52 17 10 1 0 0 0 0 0 15922 0 8 39 36 19 11 3 0 0 0 0 0 11623 0 4 26 27 11 3 2 0 0 0 0 0 7324 0 0 13 12 9 4 1 0 0 0 0 0 39

7-19 54 740 1522 977 234 35 3 0 0 0 0 0 35656-22 54 786 1705 1173 321 68 9 0 0 0 0 0 41166-24 54 790 1744 1212 341 75 12 0 0 0 0 0 42280-24 54 798 1780 1270 371 86 15 1 0 0 0 0 4375


13/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 2 3 5 1 0 0 0 0 0 0 0 112 0 1 0 4 0 0 0 0 0 0 0 0 53 0 3 0 3 0 0 0 0 0 0 0 0 64 0 1 4 3 7 1 0 0 0 0 0 0 165 0 1 7 9 9 4 0 0 0 0 0 0 306 0 11 34 53 28 6 0 0 0 0 0 0 1327 0 4 46 76 35 14 0 0 0 0 0 0 1758 0 13 88 119 29 3 1 0 0 0 0 0 2539 0 19 111 133 27 6 1 0 0 0 0 0 297

10 0 18 99 130 35 2 0 0 0 0 0 0 28411 0 20 116 124 24 4 0 0 0 0 0 0 28812 0 17 113 123 24 4 2 0 0 0 0 0 28313 0 27 81 120 33 4 1 0 0 0 0 0 26614 0 17 89 117 34 0 0 0 0 0 0 0 25715 0 24 100 111 27 1 0 0 0 0 0 0 26316 0 23 107 114 22 0 0 0 0 0 0 0 26617 0 19 117 113 27 4 1 0 0 0 0 0 28118 0 61 106 46 9 2 0 0 0 0 0 0 22419 0 30 119 80 15 5 1 0 0 0 0 0 25020 0 6 51 55 28 3 1 0 0 0 0 0 14421 0 2 23 46 16 3 1 0 0 0 0 0 9122 0 2 21 22 11 6 1 0 0 0 0 0 6323 0 2 13 16 8 7 0 0 0 0 0 0 4624 0 0 9 8 1 0 0 0 0 0 0 0 18

7-19 0 288 1246 1330 306 35 7 0 0 0 0 0 32126-22 0 302 1387 1529 396 61 10 0 0 0 0 0 36856-24 0 304 1409 1553 405 68 10 0 0 0 0 0 37490-24 0 323 1457 1630 450 79 10 0 0 0 0 0 3949





14/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 15 0 0 0 0 0 0 0 1 0 1 1 0 182 15 0 0 0 0 0 0 0 0 0 0 0 0 153 12 0 0 0 0 0 0 0 1 0 0 0 0 134 11 0 0 0 0 0 0 0 0 0 0 0 0 115 23 0 0 0 0 0 0 0 0 0 1 0 0 246 77 1 0 0 0 0 0 0 1 0 1 1 0 817 83 3 0 1 0 0 0 0 1 0 3 1 0 928 171 6 0 0 0 0 0 1 3 0 2 7 0 1909 281 10 0 1 1 0 0 1 3 0 5 9 0 311

10 241 9 1 1 0 0 0 0 3 0 0 6 0 26111 197 7 0 1 0 0 0 3 8 0 1 3 0 22012 239 8 0 1 0 0 0 2 4 0 2 4 0 26013 245 6 0 1 0 0 0 2 2 0 2 3 0 26114 233 6 0 2 0 0 0 3 4 0 2 2 0 25215 301 6 0 0 1 0 0 2 5 0 1 4 0 32016 336 7 0 1 0 0 0 0 1 0 0 5 0 35017 393 8 0 0 0 0 0 2 3 0 0 2 0 40818 475 8 0 0 1 0 0 3 2 0 1 4 0 49419 318 5 0 0 0 0 0 1 1 0 2 1 0 32820 216 3 0 0 0 0 0 2 2 0 2 0 0 22521 191 3 0 0 0 0 0 1 3 0 1 0 0 19922 136 2 0 0 0 0 0 2 0 0 2 0 0 14223 74 0 0 0 0 0 0 0 2 0 1 0 0 7724 34 0 0 0 0 0 0 0 3 0 0 0 0 37

7-19 3430 86 1 8 3 0 0 20 39 0 18 50 0 36556-22 4056 97 1 9 3 0 0 25 45 0 26 51 0 43136-24 4164 97 1 9 3 0 0 25 50 0 27 51 0 44270-24 4317 98 1 9 3 0 0 25 53 0 30 53 0 4589


14/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 7 0 0 0 0 0 0 0 1 0 1 0 0 92 4 0 0 0 0 0 0 0 0 0 0 0 0 43 6 1 0 0 0 0 0 0 0 0 1 0 0 84 7 1 0 0 0 0 0 0 0 0 2 1 0 115 11 1 0 0 0 0 0 0 0 0 0 0 0 126 121 2 0 0 0 0 0 0 0 0 3 2 0 1287 177 3 0 1 0 0 0 0 1 0 0 0 0 1828 245 6 0 1 0 0 0 1 1 0 1 4 0 2599 306 4 0 0 0 0 0 0 2 0 3 7 0 322

10 263 4 0 1 0 0 0 1 0 0 2 3 0 27411 279 5 0 2 0 0 0 0 1 0 2 4 0 29312 261 5 0 0 0 0 0 1 1 0 4 4 0 27613 232 6 0 0 0 0 0 1 1 0 1 10 0 25114 233 6 0 0 0 0 0 0 5 0 3 8 0 25515 236 5 0 2 0 0 0 1 2 0 2 8 0 25616 309 6 0 2 0 0 0 0 1 0 4 2 0 32417 288 5 0 0 0 0 0 1 3 0 1 2 0 30018 277 3 0 1 0 0 0 0 1 0 1 0 0 28319 264 3 0 0 0 0 0 0 0 0 1 2 0 27020 166 1 0 0 0 0 0 0 0 0 1 0 0 16821 106 2 0 0 0 0 0 0 1 0 4 1 0 11422 60 1 0 0 0 0 0 0 1 0 3 0 0 6523 42 0 0 0 0 0 0 0 0 0 1 0 0 4324 21 0 0 0 0 0 0 0 0 0 2 0 0 23

7-19 3193 58 0 9 0 0 0 6 18 0 25 54 0 33636-22 3702 65 0 10 0 0 0 6 21 0 33 55 0 38926-24 3765 65 0 10 0 0 0 6 21 0 36 55 0 39580-24 3921 70 0 10 0 0 0 6 22 0 43 58 0 4130

Vehicle Classes

Vehicle Classes



14/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 1 4 7 4 2 0 0 0 0 0 0 182 0 1 3 4 7 0 0 0 0 0 0 0 153 0 1 4 3 4 1 0 0 0 0 0 0 134 0 1 1 4 2 2 1 0 0 0 0 0 115 0 1 7 8 3 2 2 0 1 0 0 0 246 0 9 32 25 12 3 0 0 0 0 0 0 817 0 6 32 29 18 5 2 0 0 0 0 0 928 0 23 86 56 24 1 0 0 0 0 0 0 1909 0 38 146 100 24 3 0 0 0 0 0 0 311

10 0 29 135 79 15 2 1 0 0 0 0 0 26111 0 33 109 66 11 1 0 0 0 0 0 0 22012 0 39 129 68 21 3 0 0 0 0 0 0 26013 0 36 122 78 21 4 0 0 0 0 0 0 26114 0 34 135 66 13 4 0 0 0 0 0 0 25215 0 48 174 82 13 3 0 0 0 0 0 0 32016 0 37 154 121 31 6 1 0 0 0 0 0 35017 0 74 211 101 16 3 2 1 0 0 0 0 40818 1 94 247 129 21 2 0 0 0 0 0 0 49419 0 41 169 93 23 2 0 0 0 0 0 0 32820 0 27 97 73 20 6 2 0 0 0 0 0 22521 0 24 71 68 25 9 2 0 0 0 0 0 19922 0 12 71 31 20 8 0 0 0 0 0 0 14223 0 5 20 28 15 7 2 0 0 0 0 0 7724 0 0 9 12 9 4 3 0 0 0 0 0 37

7-19 1 526 1817 1039 233 34 4 1 0 0 0 0 36556-22 1 595 2088 1240 316 62 10 1 0 0 0 0 43136-24 1 600 2117 1280 340 73 15 1 0 0 0 0 44270-24 1 614 2168 1331 372 83 18 1 1 0 0 0 4589


14/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 0 3 4 2 0 0 0 0 0 0 0 92 0 0 1 3 0 0 0 0 0 0 0 0 43 0 0 3 3 2 0 0 0 0 0 0 0 84 0 0 3 7 1 0 0 0 0 0 0 0 115 0 0 5 4 3 0 0 0 0 0 0 0 126 0 5 39 62 17 4 1 0 0 0 0 0 1287 0 11 48 85 26 10 2 0 0 0 0 0 1828 0 18 86 125 26 3 1 0 0 0 0 0 2599 0 32 117 136 32 5 0 0 0 0 0 0 322

10 0 23 93 121 34 3 0 0 0 0 0 0 27411 0 33 122 110 27 1 0 0 0 0 0 0 29312 0 25 105 117 28 1 0 0 0 0 0 0 27613 0 21 87 110 29 3 1 0 0 0 0 0 25114 0 18 89 127 18 2 1 0 0 0 0 0 25515 0 24 126 83 20 3 0 0 0 0 0 0 25616 0 25 111 133 47 5 3 0 0 0 0 0 32417 0 28 124 124 22 2 0 0 0 0 0 0 30018 0 22 109 117 33 2 0 0 0 0 0 0 28319 0 16 111 110 27 5 1 0 0 0 0 0 27020 0 7 63 68 23 7 0 0 0 0 0 0 16821 0 10 27 45 22 7 3 0 0 0 0 0 11422 0 5 29 19 10 2 0 0 0 0 0 0 6523 0 3 9 15 10 5 1 0 0 0 0 0 4324 0 0 10 6 5 1 1 0 0 0 0 0 23

7-19 0 285 1280 1413 343 35 7 0 0 0 0 0 33636-22 0 318 1447 1630 424 61 12 0 0 0 0 0 38926-24 0 321 1466 1651 439 67 14 0 0 0 0 0 39580-24 0 326 1520 1734 464 71 15 0 0 0 0 0 4130





15/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 22 0 0 0 0 0 0 0 2 0 1 0 0 252 15 0 0 0 0 0 0 0 1 0 0 0 0 163 9 0 0 0 0 0 0 0 1 0 2 1 0 134 13 0 0 0 0 0 0 0 0 0 0 0 0 135 22 0 0 0 0 0 0 0 1 0 1 0 0 246 71 1 0 0 0 0 0 1 0 0 0 2 0 757 78 2 0 0 0 0 0 0 3 0 1 1 0 858 181 8 0 2 0 0 0 0 1 0 6 5 0 2039 267 11 1 0 1 0 0 0 3 0 1 9 0 293

10 279 11 0 0 0 0 0 0 5 0 3 10 0 30811 213 8 0 0 0 0 0 0 2 0 1 3 0 22712 236 7 0 1 0 0 0 1 2 0 4 3 0 25413 260 7 1 0 0 0 0 1 0 0 2 6 0 27714 247 5 0 1 1 0 0 0 7 0 2 1 0 26415 309 5 0 1 0 0 0 1 2 0 1 4 0 32316 334 8 0 0 0 0 0 1 0 0 1 3 0 34717 395 7 0 0 0 0 0 3 1 0 1 3 0 41018 480 9 0 0 0 0 0 3 0 0 3 1 0 49619 311 5 0 0 0 0 0 0 0 0 0 0 0 31620 185 3 0 0 0 0 0 0 1 0 2 0 0 19121 174 2 0 0 0 0 0 0 2 0 2 1 0 18122 128 1 0 0 0 0 0 0 4 0 1 1 0 13523 95 0 0 0 0 0 0 0 2 0 2 0 0 9924 53 0 0 0 0 0 0 0 2 0 0 1 0 56

7-19 3512 91 2 5 2 0 0 10 23 0 25 48 0 37186-22 4077 99 2 5 2 0 0 10 33 0 31 51 0 43106-24 4225 99 2 5 2 0 0 10 37 0 33 52 0 44650-24 4377 100 2 5 2 0 0 11 42 0 37 55 0 4631


15/11/2017Hr Ending 1 2 3 4 5 6 7 8 9 10 11 12 13 TOTAL

1 10 0 0 0 0 0 0 0 1 0 0 1 0 122 3 0 0 0 0 0 0 0 0 0 3 0 0 63 4 0 0 0 0 0 0 0 1 0 1 0 0 64 12 0 0 0 0 0 0 0 0 0 1 1 0 145 12 2 0 0 0 0 0 0 0 0 2 1 0 176 105 2 0 0 0 0 0 1 0 0 4 2 0 1147 155 3 0 0 0 0 0 0 1 0 1 0 0 1608 255 5 0 0 0 0 0 0 3 0 0 3 0 2669 266 5 0 1 0 0 0 2 1 0 1 9 0 285

10 271 4 0 0 0 0 0 0 3 0 1 6 0 28511 256 7 0 0 0 0 0 0 2 0 3 5 0 27312 271 5 0 0 0 0 0 0 1 1 1 3 0 28213 255 6 0 0 0 0 0 0 5 0 5 3 0 27414 256 5 0 0 1 0 0 0 1 0 1 7 0 27115 260 5 0 1 0 0 0 0 0 0 3 8 0 27716 294 6 0 0 0 0 0 0 1 0 4 4 0 30917 280 5 0 1 0 0 0 0 0 0 3 4 0 29318 293 2 0 0 0 0 0 2 1 1 2 2 0 30319 264 2 0 0 0 0 0 0 0 0 0 0 0 26620 184 1 0 0 0 0 0 0 1 0 1 0 0 18721 106 2 0 1 0 0 0 0 0 0 0 0 0 10922 99 1 0 0 0 0 0 0 2 0 2 0 0 10423 43 1 0 0 0 0 0 0 0 0 2 1 0 4724 30 0 0 0 0 0 0 0 0 0 1 0 0 31

7-19 3221 57 0 3 1 0 0 4 18 2 24 54 0 33846-22 3765 64 0 4 1 0 0 4 22 2 28 54 0 39446-24 3838 65 0 4 1 0 0 4 22 2 31 55 0 40220-24 3984 69 0 4 1 0 0 5 24 2 42 60 0 4191

Vehicle Classes

Vehicle Classes



15/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 0 10 7 4 3 1 0 0 0 0 0 252 0 2 5 8 0 1 0 0 0 0 0 0 163 0 2 3 7 1 0 0 0 0 0 0 0 134 0 0 4 4 3 1 1 0 0 0 0 0 135 0 2 6 5 3 5 3 0 0 0 0 0 246 0 7 22 21 13 9 3 0 0 0 0 0 757 0 4 20 33 16 8 4 0 0 0 0 0 858 0 23 108 53 18 1 0 0 0 0 0 0 2039 0 28 135 100 26 4 0 0 0 0 0 0 293

10 0 28 150 91 31 6 2 0 0 0 0 0 30811 2 42 92 70 20 1 0 0 0 0 0 0 22712 0 37 98 94 19 5 1 0 0 0 0 0 25413 0 33 116 103 19 6 0 0 0 0 0 0 27714 0 39 123 83 16 3 0 0 0 0 0 0 26415 0 33 166 94 24 4 2 0 0 0 0 0 32316 0 38 174 107 26 1 1 0 0 0 0 0 34717 1 67 215 112 12 3 0 0 0 0 0 0 41018 1 97 249 121 26 2 0 0 0 0 0 0 49619 0 40 156 93 22 4 1 0 0 0 0 0 31620 0 14 71 73 29 4 0 0 0 0 0 0 19121 0 17 67 65 22 9 1 0 0 0 0 0 18122 0 13 47 53 13 9 0 0 0 0 0 0 13523 0 9 30 38 12 6 3 1 0 0 0 0 9924 0 3 18 23 11 1 0 0 0 0 0 0 56

7-19 4 505 1782 1121 259 40 7 0 0 0 0 0 37186-22 4 553 1987 1345 339 70 12 0 0 0 0 0 43106-24 4 565 2035 1406 362 77 15 1 0 0 0 0 44650-24 4 578 2085 1458 386 96 23 1 0 0 0 0 4631


15/11/2017Hr Ending 0-10 11-20 21-30 31-35 36-40 41-45 46-50 51-55 56-60 61-70 71-80 81+ TOTAL

1 0 1 1 8 1 1 0 0 0 0 0 0 122 0 0 1 3 1 1 0 0 0 0 0 0 63 0 1 2 2 1 0 0 0 0 0 0 0 64 0 2 1 10 1 0 0 0 0 0 0 0 145 0 0 4 8 3 2 0 0 0 0 0 0 176 0 5 28 45 27 5 4 0 0 0 0 0 1147 0 6 37 77 34 4 1 1 0 0 0 0 1608 0 12 96 116 37 3 2 0 0 0 0 0 2669 0 17 100 116 46 6 0 0 0 0 0 0 285

10 0 13 102 134 28 7 1 0 0 0 0 0 28511 0 23 100 129 18 2 1 0 0 0 0 0 27312 0 29 113 105 28 7 0 0 0 0 0 0 28213 0 21 113 108 27 3 1 1 0 0 0 0 27414 0 26 124 100 19 2 0 0 0 0 0 0 27115 0 17 129 99 28 4 0 0 0 0 0 0 27716 0 20 120 135 30 4 0 0 0 0 0 0 30917 0 23 137 106 25 2 0 0 0 0 0 0 29318 0 26 134 113 26 3 1 0 0 0 0 0 30319 0 19 91 126 25 5 0 0 0 0 0 0 26620 0 9 54 85 35 4 0 0 0 0 0 0 18721 0 4 28 49 22 4 2 0 0 0 0 0 10922 0 10 37 46 8 2 0 1 0 0 0 0 10423 0 2 14 19 9 1 2 0 0 0 0 0 4724 0 0 6 15 6 1 3 0 0 0 0 0 31

7-19 0 246 1359 1387 337 48 6 1 0 0 0 0 33846-22 0 275 1515 1644 436 62 9 3 0 0 0 0 39446-24 0 277 1535 1678 451 64 14 3 0 0 0 0 40220-24 0 286 1572 1754 485 73 18 3 0 0 0 0 4191




Channel 1 - Westbound Vehicle Flow Week 1

09/11/2017 10/11/2017 11/11/2017 12/11/2017 13/11/2017 14/11/2017 15/11/2017Hr Ending Thursday Friday Saturday Sunday Monday Tuesday Wednesday 5 Day Ave 7 Day Ave

1 24 21 48 52 17 18 25 21 292 17 21 35 42 15 15 16 17 233 13 12 20 24 11 13 13 12 154 10 14 21 22 9 11 13 11 145 25 23 17 19 18 24 24 23 216 70 86 44 40 77 81 75 78 687 89 93 34 23 89 92 85 90 728 197 199 68 42 196 190 203 197 1569 295 292 138 106 279 311 293 294 245

10 258 280 200 153 276 261 308 277 24811 207 249 247 148 202 220 227 221 21412 247 274 289 299 282 260 254 263 27213 274 314 356 355 258 261 277 277 29914 289 312 381 363 273 252 264 278 30515 305 294 374 355 301 320 323 309 32516 381 372 355 349 349 350 347 360 35817 412 422 385 327 390 408 410 408 39318 448 451 325 243 455 494 496 469 41619 329 342 217 200 304 328 316 324 29120 224 264 182 145 187 225 191 218 20321 230 193 134 105 159 199 181 192 17222 153 146 98 84 116 142 135 138 12523 80 113 99 57 73 77 99 88 8524 53 74 81 45 39 37 56 52 55

7-19 3642 3801 3335 2940 3565 3655 3718 3676 35226-22 4338 4497 3783 3297 4116 4313 4310 4315 40936-24 4471 4684 3963 3399 4228 4427 4465 4455 42340-24 4630 4861 4148 3598 4375 4589 4631 4617 4405

7-196-22

6-240-24

0

500

1000

1500

2000

2500

3000

3500

4000

4500

5000

09/11/201710/11/201711/11/201712/11/201713/11/201714/11/201715/11/2017

Num

ber o

f Veh

icle

s

Date

Vehicle Flow (Channel 1)

7-19 6-22 6-24 0-24


Channel 1 - Westbound Average Speed Week 1

09/11/2017 10/11/2017 11/11/2017 12/11/2017 13/11/2017 14/11/2017 15/11/2017Hr Ending Thursday Friday Saturday Sunday Monday Tuesday Wednesday

1 30.2 33.0 30.3 30.8 31.7 33.3 32.22 28.1 30.9 31.4 32.2 29.5 31.7 28.83 32.8 36.6 33.2 33.2 35.2 32.0 28.94 33.4 34.5 34.4 34.8 36.5 35.5 34.05 36.8 32.7 30.7 31.6 35.1 33.7 35.36 31.5 30.2 32.2 30.0 31.6 29.0 31.97 31.6 32.7 33.0 31.5 30.8 30.8 32.48 28.4 30.1 30.3 27.9 27.9 28.2 27.09 27.1 28.4 30.6 31.4 27.1 27.9 28.5

10 27.4 27.2 29.9 30.8 28.0 27.9 28.211 27.8 27.9 28.7 29.9 27.7 26.8 27.512 27.4 28.2 28.9 29.3 27.3 27.0 28.413 28.1 28.6 29.0 29.4 27.9 27.3 28.414 27.7 28.8 27.2 27.4 27.6 27.0 27.615 28.7 27.8 28.0 29.3 26.9 26.9 28.016 27.6 27.5 28.1 28.9 27.2 28.3 27.917 25.4 26.3 28.0 28.5 26.6 26.8 26.518 25.8 25.1 28.3 29.8 19.3 26.5 26.219 26.7 26.9 29.5 29.6 26.0 27.3 27.520 30.3 27.6 30.2 30.3 30.7 28.5 29.821 28.4 29.0 29.4 30.1 29.5 29.4 29.522 30.0 28.8 30.3 31.7 31.0 28.8 29.423 32.3 29.2 30.4 29.0 30.5 32.2 30.424 31.4 31.1 31.2 32.6 33.4 34.2 31.0

10-12 27.6 28.1 28.8 29.5 27.5 26.9 27.914-16 28.1 27.6 28.0 29.1 27.0 27.6 28.00-24 27.9 28.0 29.0 29.5 27.1 27.8 28.1

Average 28.1

Channel 1 - Westbound 85th Percentile


1 35.1 36.5 35.8 38.9 38.6 41.0 40.22 33.2 41.6 37.3 38.1 37.2 37.3 33.13 36.2 43.5 43.4 41.5 45.1 37.8 34.44 37.2 42.0 41.1 39.4 41.2 42.8 39.35 44.3 41.7 35.3 39.6 44.3 42.6 45.76 41.3 37.9 39.3 35.7 37.3 36.4 40.47 38.0 39.3 38.3 37.6 37.9 37.8 38.78 35.5 36.5 35.6 36.7 34.5 35.2 34.09 34.2 34.3 37.2 38.6 34.5 34.1 34.9

10 35.6 33.6 36.5 37.4 33.9 34.2 34.411 35.2 33.9 35.7 37.1 34.3 32.9 34.312 33.6 35.1 35.5 35.6 33.7 33.5 34.613 33.7 35.1 36.2 35.9 34.9 33.9 34.414 34.1 34.8 34.7 34.9 34.1 32.9 33.615 35.1 34.4 34.5 34.9 33.4 33.7 33.716 33.7 34.2 34.9 35.5 33.6 34.9 34.517 32.4 32.6 33.8 34.6 32.7 33.4 33.018 32.4 32.3 34.4 36.4 28.6 33.1 32.919 33.6 33.5 35.9 36.9 33.7 33.3 33.820 36.6 33.6 36.5 36.9 37.1 35.3 35.921 34.4 34.5 36.8 38.4 36.1 36.6 36.122 37.8 35.8 37.5 38.5 38.9 36.8 35.823 41.2 35.7 35.2 36.3 37.4 39.2 38.524 37.7 37.8 37.7 39.2 40.1 42.4 36.8

10-12 34.1 34.5 35.6 36.2 33.8 33.2 34.514-16 34.4 34.2 34.7 35.3 33.5 34.4 34.30-24 34.6 34.5 35.8 36.3 34.4 34.5 34.6

85th %ile 34.9


Channel 2 - Eastbound Vehicle Flow Week 1

09/11/2017 10/11/2017 11/11/2017 12/11/2017 13/11/2017 14/11/2017 15/11/2017Hr Ending Thursday Friday Saturday Sunday Monday Tuesday Wednesday 5 Day Ave 7 Day Ave

1 22 10 26 41 11 9 12 13 192 15 11 21 40 5 4 6 8 153 4 8 10 24 6 8 6 6 94 16 14 15 19 16 11 14 14 155 15 17 21 15 30 12 17 18 186 110 114 79 56 132 128 114 120 1057 167 152 69 42 175 182 160 167 1358 265 265 109 59 253 259 266 262 2119 302 289 243 89 297 322 285 299 261

10 286 290 336 214 284 274 285 284 28111 290 291 346 325 288 293 273 287 30112 279 320 351 344 283 276 282 288 30513 254 310 418 351 266 251 274 271 30314 273 279 370 301 257 255 271 267 28715 284 281 365 302 263 256 277 272 29016 308 317 331 294 266 324 309 305 30717 315 307 278 256 281 300 293 299 29018 294 311 236 264 224 283 303 283 27419 274 276 199 174 250 270 266 267 24420 169 162 136 131 144 168 187 166 15721 109 125 97 79 91 114 109 110 10322 80 86 85 60 63 65 104 80 7823 57 85 73 47 46 43 47 56 5724 32 50 59 31 18 23 31 31 35

7-19 3424 3536 3582 2973 3212 3363 3384 3384 33536-22 3949 4061 3969 3285 3685 3892 3944 3906 38266-24 4038 4196 4101 3363 3749 3958 4022 3993 39180-24 4220 4370 4273 3558 3949 4130 4191 4172 4099

7-196-22

6-240-24

0

500

1000

1500

2000

2500

3000

3500

4000

4500

09/11/201710/11/201711/11/201712/11/201713/11/201714/11/201715/11/2017

Num

ber o

f Veh

icle

s

Date

Vehicle Flow (Channel 2)

7-19 6-22 6-24 0-24


Channel 2 - Eastbound Average Speed Week 1


1 31.6 34.8 32.6 32.2 29.2 30.8 32.72 31.2 31.3 31.5 32.8 29.8 32.3 34.33 30.7 30.9 30.9 35.5 25.3 33.0 27.74 31.1 36.2 33.3 31.3 34.1 31.5 29.15 33.9 33.9 32.9 32.0 32.5 32.4 32.56 32.6 33.4 32.0 32.5 31.3 31.6 32.67 32.3 32.6 30.3 32.2 32.9 31.8 32.58 30.2 30.7 29.8 32.0 30.7 30.3 30.69 30.7 29.6 31.9 32.5 30.0 29.6 30.7

10 30.1 29.4 31.2 31.6 30.3 30.4 30.711 29.7 29.3 30.1 30.6 29.8 28.8 29.612 30.8 29.2 30.1 29.5 30.0 29.5 29.313 30.6 29.9 30.6 30.4 30.1 29.9 29.914 30.1 30.2 30.5 30.7 30.3 30.0 29.215 30.8 30.0 30.6 30.9 29.5 28.4 29.316 29.8 29.6 31.2 30.4 29.3 30.1 30.017 28.0 29.9 30.4 29.7 29.9 29.3 28.718 28.9 28.7 30.2 30.1 25.7 29.7 28.919 29.2 28.9 31.0 31.3 28.5 30.2 30.120 31.4 31.4 31.4 31.2 30.9 31.0 31.121 30.9 31.5 31.7 32.1 32.7 32.0 32.422 31.5 30.9 29.8 32.4 31.9 30.2 29.523 32.9 31.5 31.6 32.4 32.2 32.7 32.324 32.2 30.2 31.8 32.5 30.3 31.7 33.8

10-12 30.2 29.3 30.1 30.0 29.9 29.1 29.414-16 30.3 29.8 30.9 30.7 29.4 29.3 29.70-24 30.3 30.1 30.8 30.8 30.0 30.0 30.1

Average 30.3

Channel 2 - Eastbound 85th Percentile


1 37.6 39.4 40.1 37.5 32.9 37.1 35.82 37.9 34.4 36.7 39.6 34.1 36.3 37.63 34.4 39.1 38.4 41.5 34.6 39.7 34.54 36.0 43.9 37.8 43.7 38.7 34.9 33.85 39.9 37.9 39.5 37.1 38.8 37.1 38.56 37.6 38.9 38.1 37.3 38.0 36.9 39.17 38.7 38.2 36.7 37.6 39.4 37.5 37.98 35.4 36.4 35.6 38.6 35.5 35.5 35.99 35.7 35.2 37.1 38.3 35.0 35.6 36.4

10 35.3 35.0 36.3 37.1 35.5 35.8 35.811 35.2 35.5 35.7 36.1 35.1 34.6 34.712 36.0 35.1 35.4 35.3 35.3 35.2 35.413 36.0 35.8 36.1 35.8 36.1 35.7 35.614 35.6 35.7 36.3 35.7 35.8 35.2 34.515 36.5 35.4 36.2 36.3 35.5 34.4 35.116 35.7 35.4 37.0 35.8 34.9 35.8 35.617 33.5 34.9 35.5 35.9 35.3 35.1 34.318 34.8 35.2 35.7 35.6 33.2 35.5 34.919 34.8 35.0 36.5 36.7 34.6 35.4 35.420 37.3 36.7 36.7 38.2 36.6 36.5 36.221 37.5 36.5 38.3 38.4 36.5 38.5 38.122 36.9 37.3 36.9 37.5 38.8 36.5 34.623 39.0 37.6 37.2 38.1 40.3 38.7 39.024 38.0 37.0 38.3 38.2 34.0 38.4 38.4

10-12 35.4 35.4 35.5 35.5 35.2 34.7 35.214-16 36.1 35.4 36.5 36.2 35.3 34.9 35.50-24 35.8 35.8 36.4 36.5 35.7 35.7 35.7

85th %ile 35.9


Channel 1 - Westbound Speed Summary Week 1

09/11/2017 10/11/2017 11/11/2017 12/11/2017 13/11/2017 14/11/2017 15/11/2017Speed (MPH) Thursday Friday Saturday Sunday Monday Tuesday Wednesday

0-30 2720 2847 2080 1669 2632 2783 266731-45 1893 1990 2045 1895 1727 1786 194046-60 17 24 23 34 16 20 24

61- 0 0 0 0 0 0 0

TOTAL 4630 4861 4148 3598 4375 4589 4631

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

09/11/2017 10/11/2017 11/11/2017 12/11/2017 13/11/2017 14/11/2017 15/11/2017

Date

Speed Summary (MPH)

0-30 31-45 46-60 61-


Channel 1 - Westbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTALDay / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13

09/11/20177-19 3421 148 73 36426-22 4092 165 81 43386-24 4213 170 88 44710-24 4363 174 93 4630

10/11/20177-19 3579 143 79 38016-22 4239 166 92 44976-24 4418 170 96 46840-24 4578 177 106 4861

11/11/20177-19 3224 75 36 33356-22 3655 81 47 37836-24 3830 85 48 39630-24 4004 93 51 4148

12/11/20177-19 2849 55 36 29406-22 3196 58 43 32976-24 3290 59 50 33990-24 3482 63 53 3598

13/11/20177-19 3364 140 61 35656-22 3893 151 72 41166-24 3999 152 77 42280-24 4137 159 79 4375

14/11/20177-19 3430 140 85 36556-22 4056 152 105 43136-24 4164 152 111 44270-24 4317 155 117 4589

15/11/20177-19 3512 143 63 37186-22 4077 154 79 43106-24 4225 155 85 44650-24 4377 159 95 4631

Average7-19 3340 121 62 35226-22 3887 132 74 40936-24 4020 135 79 42340-24 4180 140 85 4405

95%

3%2%

Total Vehicle Class Distribution


Channel 2 - Eastbound Speed Summary Week 1

09/11/2017 10/11/2017 11/11/2017 12/11/2017 13/11/2017 14/11/2017 15/11/2017Speed (MPH) Thursday Friday Saturday Sunday Monday Tuesday Wednesday

0-30 1878 1974 1688 1395 1780 1846 185831-45 2328 2377 2572 2132 2159 2269 231246-60 14 19 13 31 10 15 21

61- 0 0 0 0 0 0 0

TOTAL 4220 4370 4273 3558 3949 4130 4191

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

09/11/2017 10/11/2017 11/11/2017 12/11/2017 13/11/2017 14/11/2017 15/11/2017

Date

Speed Summary (MPH)

0-30 31-45 46-60 61-


Channel 2 - Eastbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTALDay / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13

09/11/20177-19 3233 122 69 34246-22 3737 135 77 39496-24 3820 135 83 40380-24 3986 142 92 4220

10/11/20177-19 3369 111 56 35366-22 3863 132 66 40616-24 3993 134 69 41960-24 4149 143 78 4370

11/11/20177-19 3489 63 30 35826-22 3864 68 37 39696-24 3996 68 37 41010-24 4156 72 45 4273

12/11/20177-19 2905 36 32 29736-22 3211 38 36 32856-24 3283 39 41 33630-24 3472 41 45 3558

13/11/20177-19 3042 113 57 32126-22 3496 121 68 36856-24 3556 121 72 37490-24 3738 131 80 3949

14/11/20177-19 3193 112 58 33636-22 3702 120 70 38926-24 3765 120 73 39580-24 3921 128 81 4130

15/11/20177-19 3221 112 51 33846-22 3765 119 60 39446-24 3838 121 63 40220-24 3984 130 77 4191

Average7-19 3207 96 50 33536-22 3663 105 59 38266-24 3750 105 63 39180-24 3915 112 71 4099

95%

3%

2%

Total Vehicle Class Distribution

Bexley - Manual Traffic Survey, Friday 10th November 2017

Junction: (1) A206 / Wickes / Screwfix

Approach: A206 (West)

TIME LIGHT HEAVY TOTAL LIGHT HEAVY TOTAL LIGHT HEAVY TOTAL0700 - 0715 45 5 50 0 0 0 0 0 00715 - 0730 59 2 61 5 0 5 1 0 10730 - 0745 61 2 63 4 0 4 1 0 10745 - 0800 74 3 77 3 0 3 1 0 1Hourly Total 239 12 251 12 0 12 3 0 30800 - 0815 73 6 79 1 0 1 0 0 00815 - 0830 57 4 61 4 0 4 9 0 90830 - 0845 65 3 68 1 0 1 5 1 60845 - 0900 65 5 70 4 0 4 3 0 3Hourly Total 260 18 278 10 0 10 17 1 180900 - 0915 71 5 76 7 0 7 4 0 40915 - 0930 55 2 57 6 0 6 2 0 20930 - 0945 63 7 70 1 0 1 5 0 50945 - 1000 54 6 60 9 0 9 4 0 4Hourly Total 243 20 263 23 0 23 15 0 15

Session Total 742 50 792 45 0 45 35 1 36

1430 - 1445 59 8 67 4 0 4 6 0 61445 - 1500 72 9 81 2 0 2 3 1 4Hourly Total 131 17 148 6 0 6 9 1 101500 - 1515 62 5 67 4 0 4 6 0 61515 - 1530 56 4 60 5 0 5 7 1 81530 - 1545 87 6 93 4 0 4 4 0 41545 - 1600 69 2 71 0 0 0 3 0 3Hourly Total 274 17 291 13 0 13 20 1 211600 - 1615 82 3 85 0 0 0 13 0 131615 - 1630 73 5 78 0 0 0 4 0 41630 - 1645 64 5 69 0 0 0 4 0 41645 - 1700 53 1 54 2 0 2 1 0 1Hourly Total 272 14 286 2 0 2 22 0 221700 - 1715 61 3 64 5 0 5 2 0 21715 - 1730 61 2 63 4 0 4 3 0 31730 - 1745 96 3 99 4 0 4 4 0 41745 - 1800 69 2 71 2 0 2 0 0 0Hourly Total 287 10 297 15 0 15 9 0 91800 - 1815 68 1 69 4 0 4 4 0 41815 - 1830 54 5 59 1 0 1 0 0 01830 - 1845 70 1 71 1 0 1 2 0 21845 - 1900 63 5 68 4 0 4 0 0 0Hourly Total 255 12 267 10 0 10 6 0 6

Session Total 1219 70 1289 46 0 46 66 2 68

Ahead to A206 (East) To Wickes To Screwfix

Produced by Road Data Services Ltd

Bexley - Manual Traffic Survey, Saturday 11th November 2017


Approach: Wickes

TIME LIGHT HEAVY TOTAL LIGHT HEAVY TOTAL LIGHT HEAVY TOTAL1100 - 1115 3 0 3 12 0 12 7 0 71115 - 1130 2 0 2 11 0 11 2 0 21130 - 1145 2 0 2 6 0 6 3 1 41145 - 1200 1 0 1 7 0 7 4 0 4Hourly Total 8 0 8 36 0 36 16 1 171200 - 1215 5 0 5 8 0 8 5 0 51215 - 1230 3 0 3 7 0 7 5 0 51230 - 1245 3 0 3 4 0 4 8 0 81245 - 1300 2 0 2 9 1 10 9 0 9Hourly Total 13 0 13 28 1 29 27 0 271300 - 1315 0 0 0 13 0 13 5 0 51315 - 1330 0 0 0 11 0 11 4 0 41330 - 1345 2 0 2 12 0 12 5 0 51345 - 1400 0 0 0 7 0 7 9 0 9Hourly Total 2 0 2 43 0 43 23 0 231400 - 1415 0 0 0 10 0 10 9 1 101415 - 1430 1 0 1 8 0 8 10 0 101430 - 1445 2 0 2 4 0 4 15 0 151445 - 1500 0 0 0 0 1 1 12 0 12Hourly Total 3 0 3 22 1 23 46 1 47

TOTAL 26 0 26 129 2 131 112 2 114

To Screwfix To A206 (West) To A206 (East)




Approach: A206 (East)


Session Total 41 3 44 35 1 36 603 98 701


Session Total 28 0 28 38 3 41 1618 83 1701

To Wickes To Screwfix Ahead to A206 (West)




Approach: Screwfix


TOTAL 98 1 99 106 1 107 27 0 27

To A206 (West) To A206 (East) To Wickes




Approach: Wickes


Session Total 10 0 10 39 3 42 30 2 32


Session Total 9 0 9 47 0 47 30 2 32




Junction: (4) A206 / Riverdale Road

Approach: A206 (South)

TIME LIGHT HEAVY TOTAL LIGHT HEAVY TOTAL1100 - 1115 11 0 11 57 2 591115 - 1130 8 0 8 61 2 631130 - 1145 6 0 6 63 3 661145 - 1200 4 0 4 65 3 68Hourly Total 29 0 29 246 10 2561200 - 1215 9 0 9 74 2 761215 - 1230 11 0 11 73 4 771230 - 1245 9 1 10 60 2 621245 - 1300 12 0 12 78 5 83Hourly Total 41 1 42 285 13 2981300 - 1315 14 0 14 85 3 881315 - 1330 17 0 17 79 1 801330 - 1345 9 0 9 68 3 711345 - 1400 7 0 7 78 3 81Hourly Total 47 0 47 310 10 3201400 - 1415 3 1 4 87 3 901415 - 1430 13 0 13 76 2 781430 - 1445 4 0 4 77 1 781445 - 1500 11 0 11 61 3 64Hourly Total 31 1 32 301 9 310

TOTAL 148 2 150 1142 42 1184

Left to Riverdale Road N/B to A206 (North)






TOTAL 98 2 100 108 1 109 1168 44 1212





Approach: A206 (North)


TOTAL 1551 65 1616 138 2 140

S/B to A206 (South) Right to Riverdale Road




Approach: Screwfix


Session Total 35 2 37 21 0 21 3 0 3


Session Total 72 1 73 54 3 57 2 0 2






TIME LIGHT HEAVY TOTAL LIGHT HEAVY TOTAL LIGHT HEAVY TOTAL

1100 - 1115 82 5 87 7 0 7 8 0 8

1115 - 1130 75 5 80 9 0 9 4 0 4

1130 - 1145 51 5 56 5 0 5 5 0 5

1145 - 1200 77 5 82 10 0 10 4 1 5

Hourly Total 285 20 305 31 0 31 21 1 22

1200 - 1215 103 2 105 10 0 10 4 0 4

1215 - 1230 97 8 105 9 0 9 3 0 3

1230 - 1245 84 2 86 7 1 8 4 0 4

1245 - 1300 75 3 78 9 0 9 5 0 5

Hourly Total 359 15 374 35 1 36 16 0 16

1300 - 1315 98 3 101 6 0 6 10 0 10

1315 - 1330 75 3 78 8 0 8 7 0 7

1330 - 1345 82 3 85 12 0 12 8 0 8

1345 - 1400 65 3 68 9 0 9 7 0 7

Hourly Total 320 12 332 35 0 35 32 0 32

1400 - 1415 70 4 74 11 0 11 4 0 4

1415 - 1430 86 4 90 7 0 7 4 0 4

1430 - 1445 54 2 56 8 0 8 5 0 5

1445 - 1500 71 3 74 10 0 10 2 0 2

Hourly Total 281 13 294 36 0 36 15 0 15

TOTAL 1245 60 1305 137 1 138 84 1 85




Junction: (3) A206 / Alford Road / De Luci Road



TOTAL 171 4 175 1379 61 1440 1 0 1

Left to Alford Road S/B to A206 (South) Right to De Luci Road


Bexley - Manual Traffic Survey, Sunday 12th November 2017




1100 - 1115 68 1 69 10 0 10 4 0 4

1115 - 1130 74 2 76 9 0 9 7 0 7

1130 - 1145 73 2 75 11 0 11 8 0 8

1145 - 1200 63 5 68 12 0 12 9 0 9

Hourly Total 278 10 288 42 0 42 28 0 28

1200 - 1215 74 2 76 7 0 7 6 0 6

1215 - 1230 75 3 78 16 0 16 7 0 7

1230 - 1245 77 4 81 8 0 8 3 0 3

1245 - 1300 64 1 65 2 0 2 7 0 7

Hourly Total 290 10 300 33 0 33 23 0 23

1300 - 1315 49 1 50 9 0 9 4 0 4

1315 - 1330 71 0 71 5 0 5 5 0 5

1330 - 1345 67 2 69 6 0 6 5 0 5

1345 - 1400 70 1 71 6 0 6 5 0 5

Hourly Total 257 4 261 26 0 26 19 0 19

1400 - 1415 72 1 73 5 0 5 4 0 4

1415 - 1430 57 5 62 6 0 6 6 0 6

1430 - 1445 57 1 58 7 0 7 8 0 8

1445 - 1500 54 1 55 6 0 6 0 0 0

Hourly Total 240 8 248 24 0 24 18 0 18

TOTAL 1065 32 1097 125 0 125 88 0 88







TOTAL 126 3 129 98 1 99 1126 33 1159





Approach: Wickes


1100 - 1115 1 0 1 4 0 4 7 0 7

1115 - 1130 1 0 1 9 0 9 11 0 11

1130 - 1145 1 0 1 13 0 13 5 0 5

1145 - 1200 3 0 3 1 0 1 1 0 1

Hourly Total 6 0 6 27 0 27 24 0 24

1200 - 1215 1 0 1 13 0 13 4 0 4

1215 - 1230 1 0 1 9 0 9 4 0 4

1230 - 1245 2 0 2 10 0 10 8 0 8

1245 - 1300 2 0 2 8 0 8 4 0 4

Hourly Total 6 0 6 40 0 40 20 0 20

1300 - 1315 1 0 1 3 1 4 5 0 5

1315 - 1330 2 0 2 11 0 11 7 0 7

1330 - 1345 1 0 1 9 0 9 5 1 6

1345 - 1400 0 0 0 11 0 11 4 0 4

Hourly Total 4 0 4 34 1 35 21 1 22

1400 - 1415 0 0 0 8 0 8 9 0 9

1415 - 1430 3 0 3 3 0 3 6 0 6

1430 - 1445 0 0 0 10 0 10 6 0 6

1445 - 1500 3 0 3 4 0 4 8 0 8

Hourly Total 6 0 6 25 0 25 29 0 29

TOTAL 22 0 22 126 1 127 94 1 95




Junction: (2) A206 / A220



TOTAL 1543 80 1623 1181 44 1225

W/B to A220 Right to A206 (North)




Approach: Screwfix


TOTAL 96 1 97 111 1 112 21 0 21






TIME LIGHT HEAVY TOTAL LIGHT HEAVY TOTAL0700 - 0715 40 4 44 6 1 70715 - 0730 55 3 58 7 0 70730 - 0745 52 2 54 7 1 80745 - 0800 67 1 68 7 3 10Hourly Total 214 10 224 27 5 320800 - 0815 66 2 68 8 5 130815 - 0830 64 4 68 6 1 70830 - 0845 52 2 54 4 0 40845 - 0900 56 4 60 9 2 11Hourly Total 238 12 250 27 8 350900 - 0915 70 3 73 9 2 110915 - 0930 47 2 49 15 0 150930 - 0945 58 5 63 8 2 100945 - 1000 61 6 67 5 2 7Hourly Total 236 16 252 37 6 43

Session Total 688 38 726 91 19 110

1430 - 1445 59 7 66 12 0 121445 - 1500 64 9 73 11 0 11Hourly Total 123 16 139 23 0 231500 - 1515 60 4 64 9 1 101515 - 1530 55 4 59 16 1 171530 - 1545 77 5 82 8 0 81545 - 1600 68 4 72 12 0 12Hourly Total 260 17 277 45 2 471600 - 1615 66 3 69 17 0 171615 - 1630 67 6 73 14 0 141630 - 1645 62 4 66 14 0 141645 - 1700 45 2 47 14 1 15Hourly Total 240 15 255 59 1 601700 - 1715 50 3 53 16 0 161715 - 1730 45 2 47 19 1 201730 - 1745 72 4 76 23 0 231745 - 1800 63 2 65 16 0 16Hourly Total 230 11 241 74 1 751800 - 1815 64 1 65 16 0 161815 - 1830 58 5 63 5 0 51830 - 1845 64 2 66 9 0 91845 - 1900 56 4 60 4 0 4Hourly Total 242 12 254 34 0 34

Session Total 1095 71 1166 235 4 239

Left to A206 (East) Right to A220






TOTAL 1207 60 1267 245 5 250

Left to A206 (East) Right to A220






Session Total 767 112 879 548 90 638


Session Total 1797 116 1913 1497 82 1579

W/B to A220 Right to A206 (North)




Approach: A220


Session Total 153 7 160 1052 75 1127


Session Total 168 8 176 1418 134 1552

Left to A206 (North) E/B to A206 (East)




Approach: A220


TOTAL 196 3 199 1497 74 1571

Left to A206 (North) E/B to A206 (East)




Approach: Alford Road


TOTAL 76 0 76 1 0 1 42 1 43

Left to A206 (South) W/B to De Luci Road Right to A206 (North)




Approach: A206 (South)


TOTAL 11 0 11 1241 43 1284 153 2 155

Left to De Luci Road N/B to A206 (North) Right to Alford Road




Approach: De Luci Road


TOTAL 7 0 7 3 0 3 7 0 7

Left to A206 (North) E/B to Alford Road Right to A206 (South)




Approach: Riverdale Road


TOTAL 0 0 0 0 0 0

Left to A206 (North) Right to A206 (South)




Appendix G 2022 Baseline Data

Junction 1: Site AccessPeak Hour: AM (08:00-09:00) Through traffic growth factor = 1.061

A-A A-B A-C B-A B-B B-C C-A C-B C-CLV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT

0800-0815 0 0 0 1 0 1 102 6 109 7 0 7 0 0 0 2 0 2 88 6 94 7 1 8 0 0 00815-0830 0 0 0 13 0 13 87 4 92 3 0 3 0 0 0 1 0 1 106 13 119 6 0 6 0 0 00830-0845 0 0 0 6 1 7 108 3 111 10 1 11 0 0 0 2 0 2 124 6 130 8 0 8 0 0 00845-0900 0 0 0 7 0 7 143 5 148 8 0 8 0 0 0 9 0 9 79 5 85 9 1 10 0 0 0TOTAL 0 0 0 27 1 28 441 19 460 28 1 29 0 0 0 14 0 14 397 31 428 30 2 32 0 0 0

HV = 0% HV = 4% HV = 4% HV = 3% HV = 0% HV = 0% HV = 7% HV = 6% HV = 0%

Vehicles per MinuteTIME FROM A FROM B FROM C0800-0815 7 1 70815-0830 7 0 8 0830-0845 8 1 90845-0900 10 1 6

Total Vehicles Number of HGV's Proportion of HGV's for HourA B C A B C A B C A B C

A 0 28 460 A 0 1 19 A 0.0% 3.6% 4.2% A 0.0% 6.3% 7.2%B 29 0 14 B 1 0 0 B 3.4% 0.0% 0.0% B 0.0% 0.0% 3.4%C 428 32 0 C 31 2 0 C 7.2% 6.3% 0.0% C 4.2% 3.6% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 1 109 A 0 13 92 A 0 7 111 A 0 7 148B 7 0 2 B 3 0 1 B 11 0 2 B 8 0 9C 94 8 0 C 119 6 0 C 130 8 0 C 85 10 0

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 8 94 A 0 6 119 A 0 8 130 A 0 10 85B 2 0 7 B 1 0 3 B 2 0 11 B 9 0 8C 109 1 0 C 92 13 0 C 111 7 0 C 148 7 0

TIME PERIOD

Junction 1: Site AccessPeak Hour: PM (17:00-18:00) Through traffic growth factor = 1.061


1700-1715 0 0 0 7 0 7 81 3 84 9 0 9 0 0 0 6 0 6 142 5 147 0 0 0 0 0 01715-1730 0 0 0 7 0 7 81 2 83 7 0 7 0 0 0 2 0 2 143 2 145 3 0 3 0 0 01730-1745 0 0 0 8 0 8 118 3 121 7 0 7 0 0 0 4 1 5 133 4 137 3 0 3 0 0 01745-1800 0 0 0 2 0 2 89 2 91 10 0 10 0 0 0 2 0 2 143 3 146 6 0 6 0 0 0TOTAL 0 0 0 24 0 24 369 11 379 33 0 33 0 0 0 14 1 15 560 15 575 12 0 12 0 0 0




A 0 24 379 A 0 0 11 A 0.0% 0.0% 2.8% A 0.0% 0.0% 2.6%B 33 0 15 B 0 0 1 B 0.0% 0.0% 6.7% B 6.7% 0.0% 0.0%C 575 12 0 C 15 0 0 C 2.6% 0.0% 0.0% C 2.8% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 7 84 A 0 7 83 A 0 8 121 A 0 2 91B 9 0 6 B 7 0 2 B 7 0 5 B 10 0 2C 147 0 0 C 145 3 0 C 137 3 0 C 146 6 0

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 0 147 A 0 3 145 A 0 3 137 A 0 6 146B 6 0 9 B 2 0 7 B 5 0 7 B 2 0 10C 84 7 0 C 83 7 0 C 121 8 0 C 91 2 0

TIME PERIOD

Junction 1: Site AccessPeak Hour: Saturday (12:00-13:00) Through traffic growth factor = 1.0598


1200-1215 0 0 0 14 0 14 117 2 120 15 0 15 0 0 0 11 1 12 96 3 99 16 1 17 0 0 01215-1230 0 0 0 12 0 12 111 8 120 13 1 14 0 0 0 10 0 10 96 3 99 11 0 11 0 0 01230-1245 0 0 0 11 1 12 97 2 99 12 0 12 0 0 0 14 0 14 74 2 76 12 0 12 0 0 01245-1300 0 0 0 14 0 14 88 3 91 15 1 16 0 0 0 10 0 10 102 4 107 19 0 19 0 0 0TOTAL 0 0 0 51 1 52 413 16 429 55 2 57 0 0 0 45 1 46 368 13 381 58 1 59 0 0 0




A 0 52 429 A 0 1 16 A 0.0% 1.9% 3.7% A 0.0% 1.7% 3.3%B 57 0 46 B 2 0 1 B 3.5% 0.0% 2.2% B 2.2% 0.0% 3.5%C 381 59 0 C 13 1 0 C 3.3% 1.7% 0.0% C 3.7% 1.9% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 14 120 A 0 12 120 A 0 12 99 A 0 14 91B 15 0 12 B 14 0 10 B 12 0 14 B 16 0 10C 99 17 0 C 99 11 0 C 76 12 0 C 107 19 0

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 17 99 A 0 11 99 A 0 12 76 A 0 19 107B 12 0 15 B 10 0 14 B 14 0 12 B 10 0 16C 120 14 0 C 120 12 0 C 99 12 0 C 91 14 0

TIME PERIOD

Junction 1: Site AccessPeak Hour: Sunday (12:00-13:00) Through traffic growth factor = 1.0582


1200-1215 0 0 0 14 0 14 125 2 127 15 0 15 0 0 0 11 1 12 100 3 103 16 1 17 0 0 01215-1230 0 0 0 12 0 12 120 8 129 13 1 14 0 0 0 10 0 10 100 3 103 11 0 11 0 0 01230-1245 0 0 0 11 1 12 114 2 117 12 0 12 0 0 0 14 0 14 77 2 79 12 0 12 0 0 01245-1300 0 0 0 14 0 14 128 3 131 15 1 16 0 0 0 10 0 10 106 4 110 19 0 19 0 0 0TOTAL 0 0 0 51 1 52 488 16 504 55 2 57 0 0 0 45 1 46 382 13 395 58 1 59 0 0 0




A 0 52 504 A 0 1 16 A 0.0% 1.9% 3.2% A 0.0% 1.7% 3.2%B 57 0 46 B 2 0 1 B 3.5% 0.0% 2.2% B 2.2% 0.0% 3.5%C 395 59 0 C 13 1 0 C 3.2% 1.7% 0.0% C 3.2% 1.9% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 14 127 A 0 12 129 A 0 12 117 A 0 14 131B 15 0 12 B 14 0 10 B 12 0 14 B 16 0 10C 103 17 0 C 103 11 0 C 79 12 0 C 110 19 0

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 17 103 A 0 11 103 A 0 12 79 A 0 19 110B 12 0 15 B 10 0 14 B 14 0 12 B 10 0 16C 127 14 0 C 129 12 0 C 117 12 0 C 131 14 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: PM (17:00-18:00) Committed Development


1700-1715 0 0 0 0 0 0 -1 0 -1 0 0 0 0 0 0 1 0 1 12 0 12 0 0 0 0 0 01715-1730 0 0 0 0 0 0 -1 0 -1 0 0 0 0 0 0 1 0 1 12 0 12 0 0 0 0 0 01730-1745 0 0 0 0 0 0 -1 0 -1 0 0 0 0 0 0 1 0 1 12 0 12 0 0 0 0 0 01745-1800 0 0 0 0 0 0 -1 0 -1 0 0 0 0 0 0 1 0 1 12 0 12 0 0 0 0 0 0TOTAL 0 0 0 0 0 0 -4 0 -4 0 0 0 0 0 0 4 0 4 48 0 48 0 0 0 0 0 0


Vehicles per MinuteTIME FROM A FROM B FROM C1700-1715 -0.07 0.07 0.801715-1730 -0.07 0.07 0.80 1730-1745 -0.07 0.07 0.801745-1800 -0.07 0.07 0.80

Total Vehicles Number of HGV's Proportion of HGV's for HourA B C A B C A B C

A 0 0 -4 A 0 0 0 A 0.0% 0.0% 0.0%B 0 0 4 B 0 0 0 B 0.0% 0.0% 0.0%C 48 0 0 C 0 0 0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 0 -1 A 0 0 -1 A 0 0 -1 A 0 0 -1B 0 0 1 B 0 0 1 B 0 0 1 B 0 0 1C 12 0 0 C 12 0 0 C 12 0 0 C 12 0 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: PM (17:00-18:00) 2022 Background


1700-1715 0 0 0 22 2 23 85 4 89 14 0 14 0 0 0 97 9 106 87 5 91 146 4 150 0 0 01715-1730 0 0 0 19 1 20 80 4 84 14 0 14 0 0 0 80 7 87 101 5 106 145 4 149 0 0 01730-1745 0 0 0 22 2 23 93 5 98 18 0 18 0 0 0 86 8 94 107 6 112 136 4 140 0 0 01745-1800 0 0 0 20 1 21 86 4 90 12 0 12 0 0 0 89 8 97 105 6 110 123 4 126 0 0 0TOTAL 0 0 0 82 6 87 344 18 361 57 0 58 0 0 0 353 32 384 400 21 419 550 16 565 0 0 0


Vehicles per MinuteTIME FROM A FROM B FROM C1700-1715 7.47 8.00 16.071715-1730 6.93 6.73 17.00 1730-1745 8.07 7.47 16.801745-1800 7.40 7.27 15.73


A 0 87 361 A 0 6 18 A 0.0% 6.9% 5.0%B 58 0 384 B 0 0 32 B 0.0% 0.0% 8.3%C 419 565 0 C 21 16 0 C 5.0% 2.8% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 23 89 A 0 20 84 A 0 23 98 A 0 21 90B 14 0 106 B 14 0 87 B 18 0 94 B 12 0 97C 91 150 0 C 106 149 0 C 112 140 0 C 110 126 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: AM (08:00-09:00) 2022 Background


0800-0815 0 0 0 13 1 14 64 6 69 21 0 21 0 0 0 102 7 108 74 10 84 56 6 62 0 0 00815-0830 0 0 0 15 1 16 63 6 68 14 0 14 0 0 0 122 8 130 91 12 103 97 11 108 0 0 00830-0845 0 0 0 12 1 13 80 7 86 16 0 16 0 0 0 99 7 105 76 10 86 104 12 116 0 0 00845-0900 0 0 0 12 1 13 69 6 74 8 0 8 0 0 0 99 7 105 79 10 89 72 8 80 0 0 0TOTAL 0 0 0 53 3 56 275 25 297 58 1 59 0 0 0 422 28 448 321 42 362 328 38 366 0 0 0




A 0 56 297 A 0 3 25 A 0.0% 5.4% 8.4%B 59 0 448 B 1 0 28 B 1.7% 0.0% 6.3%C 362 366 0 C 42 38 0 C 11.6% 10.4% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 14 69 A 0 16 68 A 0 13 86 A 0 13 74B 21 0 108 B 14 0 130 B 16 0 105 B 8 0 105C 84 62 0 C 103 108 0 C 86 116 0 C 89 80 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: AM (08:00-09:00) Committed Development


0800-0815 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0 13 0 13 -5 0 -20 0 0 0 0 0 00815-0830 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0 13 0 13 -5 0 -20 0 0 0 0 0 00830-0845 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0 13 0 13 -5 0 -20 0 0 0 0 0 00845-0900 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0 13 0 13 -5 0 -20 0 0 0 0 0 0TOTAL 0 0 0 0 0 0 48 0 48 0 0 0 0 0 0 52 0 52 -20 0 -80 0 0 0 0 0 0


Vehicles per MinuteTIME FROM A FROM B FROM C0800-0815 0.80 0.87 -1.330815-0830 0.80 0.87 -1.33 0830-0845 0.80 0.87 -1.330845-0900 0.80 0.87 -1.33


A 0 0 48 A 0 0 0 A 0.0% 0.0% 0.0%B 0 0 52 B 0 0 0 B 0.0% 0.0% 0.0%C -80 0 0 C 0 0 0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 0 12 A 0 0 12 A 0 0 12 A 0 0 12B 0 0 13 B 0 0 13 B 0 0 13 B 0 0 13C -20 0 0 C -20 0 0 C -20 0 0 C -20 0 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: PM (17:00-18:00) 2022 Total


1700-1715 0 0 0 30 2 31 92 4 96 27 0 27 0 0 0 98 9 107 112 5 116 146 4 150 0 0 01715-1730 0 0 0 27 1 28 87 4 91 27 0 27 0 0 0 81 7 88 126 5 131 145 4 149 0 0 01730-1745 0 0 0 30 2 31 100 5 105 31 0 31 0 0 0 87 8 95 132 6 137 136 4 140 0 0 01745-1800 0 0 0 28 1 29 93 4 97 25 0 25 0 0 0 90 8 98 130 6 135 123 4 126 0 0 0TOTAL 0 0 0 114 6 119 372 18 389 109 0 110 0 0 0 357 32 388 500 21 519 550 16 565 0 0 0




A 0 119 389 A 0 6 18 A 0.0% 5.0% 4.6%B 110 0 388 B 0 0 32 B 0.0% 0.0% 8.2%C 519 565 0 C 21 16 0 C 4.0% 2.8% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 31 96 A 0 28 91 A 0 31 105 A 0 29 97B 27 0 107 B 27 0 88 B 31 0 95 B 25 0 98C 116 150 0 C 131 149 0 C 137 140 0 C 135 126 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: AM (08:00-09:00) Erith Quarry Development


0800-0815 0 0 0 19 0 19 19 0 19 21 0 21 0 0 0 0 0 0 0 0 16 0 0 0 0 0 00815-0830 0 0 0 19 0 19 19 0 19 21 0 21 0 0 0 0 0 0 0 0 16 0 0 0 0 0 00830-0845 0 0 0 19 0 19 19 0 19 21 0 21 0 0 0 0 0 0 0 0 16 0 0 0 0 0 00845-0900 0 0 0 19 0 19 19 0 19 21 0 21 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0TOTAL 0 0 0 76 0 76 76 0 76 84 0 84 0 0 0 0 0 0 0 0 64 0 0 0 0 0 0




A 0 76 76 A 0 0 0 A 0.0% 0.0% 0.0%B 84 0 0 B 0 0 0 B 0.0% 0.0% 0.0%C 64 0 0 C 0 0 0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 19 19 A 0 19 19 A 0 19 19 A 0 19 19B 21 0 0 B 21 0 0 B 21 0 0 B 21 0 0C 16 0 0 C 16 0 0 C 16 0 0 C 16 0 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: PM (17:00-18:00) Erith Quarry Development


1700-1715 0 0 0 8 0 8 8 0 8 13 0 13 0 0 0 0 0 0 13 0 13 0 0 0 0 0 01715-1730 0 0 0 8 0 8 8 0 8 13 0 13 0 0 0 0 0 0 13 0 13 0 0 0 0 0 01730-1745 0 0 0 8 0 8 8 0 8 13 0 13 0 0 0 0 0 0 13 0 13 0 0 0 0 0 01745-1800 0 0 0 8 0 8 8 0 8 13 0 13 0 0 0 0 0 0 13 0 13 0 0 0 0 0 0TOTAL 0 0 0 32 0 32 32 0 32 52 0 52 0 0 0 0 0 0 52 0 52 0 0 0 0 0 0




A 0 32 32 A 0 0 0 A 0.0% 0.0% 0.0%B 52 0 0 B 0 0 0 B 0.0% 0.0% 0.0%C 52 0 0 C 0 0 0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 8 8 A 0 8 8 A 0 8 8 A 0 8 8B 13 0 0 B 13 0 0 B 13 0 0 B 13 0 0C 13 0 0 C 13 0 0 C 13 0 0 C 13 0 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: AM (08:00-09:00) 2022 Total


0800-0815 0 0 0 32 1 33 95 6 100 42 0 42 0 0 0 115 7 121 69 10 80 56 6 62 0 0 00815-0830 0 0 0 34 1 35 94 6 99 35 0 35 0 0 0 135 8 143 86 12 99 97 11 108 0 0 00830-0845 0 0 0 31 1 32 111 7 117 37 0 37 0 0 0 112 7 118 71 10 82 104 12 116 0 0 00845-0900 0 0 0 31 1 32 100 6 105 29 0 29 0 0 0 112 7 118 74 10 85 72 8 80 0 0 0TOTAL 0 0 0 129 3 132 399 25 421 142 1 143 0 0 0 474 28 500 301 42 346 328 38 366 0 0 0




A 0 132 421 A 0 3 25 A 0.0% 2.3% 5.9%B 143 0 500 B 1 0 28 B 0.7% 0.0% 5.6%C 346 366 0 C 42 38 0 C 12.1% 10.4% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 33 100 A 0 35 99 A 0 32 117 A 0 32 105B 42 0 121 B 35 0 143 B 37 0 118 B 29 0 118C 80 62 0 C 99 108 0 C 82 116 0 C 85 80 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: AM (08:00-09:00)


0800-0815 0 0 0 32 1 33 95 6 100 42 0 42 0 0 0 115 7 121 69 10 80 56 6 62 0 0 00815-0830 0 0 0 34 1 35 94 6 99 35 0 35 0 0 0 135 8 143 86 12 99 97 11 108 0 0 00830-0845 0 0 0 31 1 32 111 7 117 37 0 37 0 0 0 112 7 118 71 10 82 104 12 116 0 0 00845-0900 0 0 0 31 1 32 100 6 105 29 0 29 0 0 0 112 7 118 74 10 85 72 8 80 0 0 0TOTAL 0 0 0 129 3 132 399 25 421 142 1 143 0 0 0 474 28 500 301 42 346 328 38 366 0 0 0




A 0 132 421 A 0 3 25 A 0.0% 2.3% 5.9% A 0.0% 10.4% 12.1%B 143 0 500 B 1 0 28 B 0.7% 0.0% 5.6% B 5.6% 0.0% 0.7%C 346 366 0 C 42 38 0 C 12.1% 10.4% 0.0% C 5.9% 2.3% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 33 100 A 0 35 99 A 0 32 117 A 0 32 105B 42 0 121 B 35 0 143 B 37 0 118 B 29 0 118C 80 62 0 C 99 108 0 C 82 116 0 C 85 80 0

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 62 80 A 0 108 99 A 0 116 82 A 0 80 85B 121 0 42 B 143 0 35 B 118 0 37 B 118 0 29C 100 33 0 C 99 35 0 C 117 32 0 C 105 32 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: PM (17:00-18:00)


1700-1715 0 0 0 30 2 31 92 4 96 27 0 27 0 0 0 98 9 107 112 5 116 146 4 150 0 0 01715-1730 0 0 0 27 1 28 87 4 91 27 0 27 0 0 0 81 7 88 126 5 131 145 4 149 0 0 01730-1745 0 0 0 30 2 31 100 5 105 31 0 31 0 0 0 87 8 95 132 6 137 136 4 140 0 0 01745-1800 0 0 0 28 1 29 93 4 97 25 0 25 0 0 0 90 8 98 130 6 135 123 4 126 0 0 0TOTAL 0 0 0 114 6 119 372 18 389 109 0 110 0 0 0 357 32 388 500 21 519 550 16 565 0 0 0




A 0 119 389 A 0 6 18 A 0.0% 5.0% 4.6% A 0.0% 2.8% 4.0%B 110 0 388 B 0 0 32 B 0.0% 0.0% 8.2% B 8.2% 0.0% 0.0%C 519 565 0 C 21 16 0 C 4.0% 2.8% 0.0% C 4.6% 5.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 31 96 A 0 28 91 A 0 31 105 A 0 29 97B 27 0 107 B 27 0 88 B 31 0 95 B 25 0 98C 116 150 0 C 131 149 0 C 137 140 0 C 135 126 0

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 150 116 A 0 149 131 A 0 140 137 A 0 126 135B 107 0 27 B 88 0 27 B 95 0 31 B 98 0 25C 96 31 0 C 91 28 0 C 105 31 0 C 97 29 0

TIME PERIOD

Junction 2: Bexley Road Mini-RoundaboutPeak Hour: Saturday (12:00-13:00) Through traffic growth factor = 1.0598


1200-1215 0 0 0 33 0 33 105 2 107 26 1 27 0 0 0 92 5 97 88 4 92 111 7 118 0 0 01215-1230 0 0 0 42 0 42 91 7 99 27 0 27 0 0 0 106 4 110 84 3 87 136 5 142 0 0 01230-1245 0 0 0 36 0 36 77 1 78 25 0 25 0 0 0 96 6 103 65 3 68 118 4 123 0 0 01245-1300 0 0 0 41 0 41 70 5 75 25 0 25 0 0 0 110 3 113 92 2 94 130 3 133 0 0 0TOTAL 0 0 0 151 0 151 343 16 359 104 1 105 0 0 0 404 19 423 329 13 341 495 20 516 0 0 0




A 0 151 359 A 0 0 16 A 0.0% 0.0% 4.4% A 0.0% 3.9% 3.7%B 105 0 423 B 1 0 19 B 1.0% 0.0% 4.5% B 4.5% 0.0% 1.0%C 341 516 0 C 13 20 0 C 3.7% 3.9% 0.0% C 4.4% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 33 107 A 0 42 99 A 0 36 78 A 0 41 75B 27 0 97 B 27 0 110 B 25 0 103 B 25 0 113C 92 118 0 C 87 142 0 C 68 123 0 C 94 133 0

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 118 92 A 0 142 87 A 0 123 68 A 0 133 94B 97 0 27 B 110 0 27 B 103 0 25 B 113 0 25C 107 33 0 C 99 42 0 C 78 36 0 C 75 41 0

TIME PERIOD

Junction 3: Erith Quarry RoundaboutPeak Hour: AM (08:00-09:00) 2022 Total


0800-0815 0 0 0 25 0 25 94 3 97 132 0 132 0 0 0 25 0 25 61 5 66 21 0 21 0 0 00815-0830 0 0 0 27 0 27 111 4 115 36 0 36 0 0 0 27 0 27 90 7 98 34 0 34 0 0 00830-0845 0 0 0 39 0 39 103 4 106 61 0 61 0 0 0 39 0 39 68 6 74 70 0 70 0 0 00845-0900 0 0 0 74 0 74 99 4 102 133 0 133 0 0 0 74 0 74 70 6 76 23 0 23 0 0 0TOTAL 0 0 0 165 0 165 406 15 420 362 0 362 0 0 0 165 0 165 289 24 314 148 0 148 0 0 0




A 0 165 420 A 0 0 15 A 0.0% 0.0% 3.6%B 362 0 165 B 0 0 0 B 0.0% 0.0% 0.0%C 314 148 0 C 24 0 0 C 7.6% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 25 97 A 0 27 115 A 0 39 106 A 0 74 102B 132 0 25 B 36 0 27 B 61 0 39 B 133 0 74C 66 21 0 C 98 34 0 C 74 70 0 C 76 23 0

TIME PERIOD

Junction 3: Erith Quarry RoundaboutPeak Hour: AM (08:00-09:00) 2022 Background


0800-0815 0 0 0 0 0 0 86 3 89 0 0 0 0 0 0 0 0 0 64 5 69 0 0 0 0 0 00815-0830 0 0 0 0 0 0 101 4 105 0 0 0 0 0 0 0 0 0 94 7 102 0 0 0 0 0 00830-0845 0 0 0 0 0 0 93 4 96 0 0 0 0 0 0 0 0 0 72 6 78 0 0 0 0 0 00845-0900 0 0 0 0 0 0 91 4 94 0 0 0 0 0 0 0 0 0 74 6 80 0 0 0 0 0 0TOTAL 0 0 0 0 0 0 370 15 384 0 0 0 0 0 0 0 0 0 304 24 329 0 0 0 0 0 0




A 0 0 384 A 0 0 15 A 0.0% 0.0% 3.9%B 0 0 0 B 0 0 0 B 0.0% 0.0% 0.0%C 329 0 0 C 24 0 0 C 7.3% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 0 89 A 0 0 105 A 0 0 96 A 0 0 94B 0 0 0 B 0 0 0 B 0 0 0 B 0 0 0C 69 0 0 C 102 0 0 C 78 0 0 C 80 0 0

TIME PERIOD

Junction 3: Erith Quarry RoundaboutPeak Hour: AM (08:00-09:00) Committed Development


0800-0815 0 0 0 0 0 0 8 0 8 0 0 0 0 0 0 0 0 0 -3 0 -3 0 0 0 0 0 00815-0830 0 0 0 0 0 0 10 0 10 0 0 0 0 0 0 0 0 0 -4 0 -4 0 0 0 0 0 00830-0845 0 0 0 0 0 0 10 0 10 0 0 0 0 0 0 0 0 0 -4 0 -4 0 0 0 0 0 00845-0900 0 0 0 0 0 0 8 0 8 0 0 0 0 0 0 0 0 0 -4 0 -4 0 0 0 0 0 0TOTAL 0 0 0 0 0 0 36 0 36 0 0 0 0 0 0 0 0 0 -15 0 -15 0 0 0 0 0 0


Vehicles per MinuteTIME FROM A FROM B FROM C0800-0815 0.53 0.00 -0.200815-0830 0.67 0.00 -0.27 0830-0845 0.67 0.00 -0.270845-0900 0.53 0.00 -0.27


A 0 0 36 A 0 0 0 A 0.0% 0.0% 0.0%B 0 0 0 B 0 0 0 B 0.0% 0.0% 0.0%C -15 0 0 C 0 0 0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 0 8 A 0 0 10 A 0 0 10 A 0 0 8B 0 0 0 B 0 0 0 B 0 0 0 B 0 0 0C -3 0 0 C -4 0 0 C -4 0 0 C -4 0 0

TIME PERIOD

Junction 3: Erith Quarry RoundaboutPeak Hour: AM (08:00-09:00)


0800-0815 7 0 7 25 0 25 94 3 97 132 0 132 0 0 0 25 0 25 61 5 66 21 0 21 0 0 00815-0830 11 0 11 27 0 27 111 4 115 36 0 36 0 0 0 27 0 27 90 7 98 34 0 34 0 0 00830-0845 4 0 4 39 0 39 103 4 106 61 0 61 0 0 0 39 0 39 68 6 74 70 0 70 0 0 00845-0900 0 0 0 74 0 74 99 4 102 133 0 133 0 0 0 74 0 74 70 6 76 23 0 23 0 0 0TOTAL 22 0 22 165 0 165 406 15 420 362 0 362 0 0 0 165 0 165 289 24 314 148 0 148 0 0 0




A 22 165 420 A 0 0 15 A 0.0% 0.0% 3.6%B 362 0 165 B 0 0 0 B 0.0% 0.0% 0.0%C 314 148 0 C 24 0 0 C 7.6% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 7 25 97 A 11 27 115 A 4 39 106 A 0 74 102B 132 0 25 B 36 0 27 B 61 0 39 B 133 0 74C 66 21 0 C 98 34 0 C 74 70 0 C 76 23 0

TIME PERIOD

Junction 3: Erith Quarry RoundaboutPeak Hour: AM (08:00-09:00) Erith Quarry Development


0800-0815 0 0 0 25 0 25 0 0 0 132 0 132 0 0 0 25 0 25 0 0 0 21 0 21 0 0 00815-0830 0 0 0 27 0 27 0 0 0 36 0 36 0 0 0 27 0 27 0 0 0 34 0 34 0 0 00830-0845 0 0 0 39 0 39 0 0 0 61 0 61 0 0 0 39 0 39 0 0 0 70 0 70 0 0 00845-0900 0 0 0 74 0 74 0 0 0 133 0 133 0 0 0 74 0 74 0 0 0 23 0 23 0 0 0

TOTAL 0 0 0 165 0 165 0 0 0 362 0 362 0 0 0 165 0 165 0 0 0 148 0 148 0 0 0HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0%

B-A is greater when sourced from 15 minute flows than hourl (could be the result of the school sensitivity test)Vehicles per MinuteTIME FROM A FROM B FROM C0800-0815 1.67 10.47 1.400815-0830 1.80 4.20 2.27 0830-0845 2.60 6.67 4.670845-0900 4.93 13.80 1.53


A 0 165 0 A 0 0 0 A 0.0% 0.0% 0.0%B 362 0 165 B 0 0 0 B 0.0% 0.0% 0.0%C 0 148 0 C 0 0 0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 25 0 A 0 27 0 A 0 39 0 A 0 74 0B 132 0 25 B 36 0 27 B 61 0 39 B 133 0 74C 0 21 0 C 0 34 0 C 0 70 0 C 0 23 0

TIME PERIOD

Junction 3: Erith Quarry Roundabout

Peak Hour: PM (17:00-18:00) 2022 Total


1700-1715 0 0 0 36 0 35.5 85 5 90 20 0 20 0 0 0 16 0 16 126 4 130 26 0 26 0 0 0

1715-1730 0 0 0 36 0 35.5 79 4 83 20 0 20 0 0 0 16 0 16 143 5 147 26 0 26 0 0 0

1730-1745 0 0 0 36 0 35.5 92 5 97 20 0 20 0 0 0 16 0 16 154 5 159 26 0 26 0 0 0

1745-1800 0 0 0 36 0 35.5 84 4 89 20 0 20 0 0 0 16 0 16 145 5 150 26 0 26 0 0 0


Vehicles per Minute

TIME FROM A FROM B FROM C

1700-1715 8.35 2.40 10.43

1715-1730 7.92 2.40 11.56

1730-1745 8.84 2.40 12.31

1745-1800 8.30 2.40 11.71

Total Vehicles Number of HGV's Proportion of HGV's for Hour

A B C A B C A B C

A 0 142 359 A 0 0 18 A 0.0% 0.0% 5.0%

B 80 0 64 B 0 0 0 B 0.0% 0.0% 0.0%

C 586 104 0 C 19 0 0 C 3.2% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800

A B C A B C A B C A B C

A 0 35.5 89.7574 A 0 35.5 83.26669 A 0 35.5 97.03946 A 0 35.5 88.93644

B 20 0 16 B 20 0 16 B 20 0 16 B 20 0 16

C 130.4111 26 0 C 147.3539 26 0 C 158.5953 26 0 C 149.6397 26 0

TIME

PERIOD

Junction 3: Erith Quarry RoundaboutPeak Hour: PM (17:00-18:00) 2022 Background


1700-1715 0 0 0 0 0 0 86 5 91 0 0 0 0 0 0 0 0 0 114 4 118 0 0 0 0 0 01715-1730 0 0 0 0 0 0 80 4 84 0 0 0 0 0 0 0 0 0 131 5 135 0 0 0 0 0 01730-1745 0 0 0 0 0 0 93 5 98 0 0 0 0 0 0 0 0 0 142 5 147 0 0 0 0 0 01745-1800 0 0 0 0 0 0 85 4 90 0 0 0 0 0 0 0 0 0 133 5 138 0 0 0 0 0 0


Value half hidden in appendix, assumed worst-case 19 (on the basis of the number 1 being visible and it being a 2 digit no.)



A 0 0 363 A 0 0 18 A 0.0% 0.0% 5.0%B 0 0 0 B 0 0 0 B 0.0% 0.0% 0.0%C 538 0 0 C 19 0 0 C 3.5% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 0 90.7574 A 0 0 84.26669 A 0 0 98.03946 A 0 0 89.93644B 0 0 0 B 0 0 0 B 0 0 0 B 0 0 0C 118.4111 0 0 C 135.3539 0 0 C 146.5953 0 0 C 137.6397 0 0

TIME PERIOD

Junction 3: Erith Quarry RoundaboutPeak Hour: PM (17:00-18:00) Committed Development


1700-1715 0 0 0 0 0 0 -1 0 -1 0 0 0 0 0 0 0 0 0 12 0 12 0 0 0 0 0 01715-1730 0 0 0 0 0 0 -1 0 -1 0 0 0 0 0 0 0 0 0 12 0 12 0 0 0 0 0 01730-1745 0 0 0 0 0 0 -1 0 -1 0 0 0 0 0 0 0 0 0 12 0 12 0 0 0 0 0 01745-1800 0 0 0 0 0 0 -1 0 -1 0 0 0 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0TOTAL 0 0 0 0 0 0 -4 0 -4 0 0 0 0 0 0 0 0 0 48 0 48 0 0 0 0 0 0


Vehicles per MinuteTIME FROM A FROM B FROM C1700-1715 -0.07 0.00 0.801715-1730 -0.07 0.00 0.80 1730-1745 -0.07 0.00 0.801745-1800 -0.07 0.00 0.80


A 0 0 -4 A 0 0 0 A 0.0% 0.0% 0.0%B 0 0 0 B 0 0 0 B 0.0% 0.0% 0.0%C 48 0 0 C 0 0 0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 0 -1 A 0 0 -1 A 0 0 -1 A 0 0 -1B 0 0 0 B 0 0 0 B 0 0 0 B 0 0 0C 12 0 0 C 12 0 0 C 12 0 0 C 12 0 0

TIME PERIOD

Junction 3: Erith Quarry RoundaboutPeak Hour: PM (17:00-18:00) Erith Quarry Development


1700-1715 0 0 0 36 0 36 0 0 0 20 0 20 0 0 0 16 0 16 0 0 0 26 0 26 0 0 01715-1730 0 0 0 36 0 36 0 0 0 20 0 20 0 0 0 16 0 16 0 0 0 26 0 26 0 0 01730-1745 0 0 0 36 0 36 0 0 0 20 0 20 0 0 0 16 0 16 0 0 0 26 0 26 0 0 01745-1800 0 0 0 36 0 36 0 0 0 20 0 20 0 0 0 16 0 16 0 0 0 26 0 26 0 0 0TOTAL 0 0 0 142 0 142 0 0 0 80 0 80 0 0 0 64 0 64 0 0 0 104 0 104 0 0 0


NotesVehicles per Minute 1. Movements to and from the east as per Bexley Mini-roundabout TIME FROM A FROM B FROM C 2. Movements to and from the west as per Appendix 8T hourly and rounded evenly over the hour (given flat profile for 15 minute flows)1700-1715 2.37 2.40 1.731715-1730 2.37 2.40 1.73 1730-1745 2.37 2.40 1.731745-1800 2.37 2.40 1.73


A 0 142 0 A 0 0 0 A 0.0% 0.0% 0.0%B 80 0 64 B 0 0 0 B 0.0% 0.0% 0.0%C 0 104 0 C 0 0 0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 35.5 0 A 0 35.5 0 A 0 35.5 0 A 0 35.5 0B 20 0 16 B 20 0 16 B 20 0 16 B 20 0 16C 0 26 0 C 0 26 0 C 0 26 0 C 0 26 0

TIME PERIOD

Junction 3: Erith Quarry RoundaboutPeak Hour: PM (17:00-18:00)


1700-1715 4 0 4 36 0 36 85 5 90 20 0 20 0 0 0 16 0 16 126 4 130 26 0 26 0 0 01715-1730 6 0 6 36 0 36 79 4 83 20 0 20 0 0 0 16 0 16 143 5 147 26 0 26 0 0 01730-1745 2 0 2 36 0 36 92 5 97 20 0 20 0 0 0 16 0 16 154 5 159 26 0 26 0 0 01745-1800 0 0 0 36 0 36 84 4 89 20 0 20 0 0 0 16 0 16 145 5 150 26 0 26 0 0 0TOTAL 13 0 13 142 0 142 341 18 359 80 0 80 0 0 0 64 0 64 567 19 586 104 0 104 0 0 0




A 13 142 359 A 0 0 18 A 0.0% 0.0% 5.0%B 80 0 64 B 0 0 0 B 0.0% 0.0% 0.0%C 586 104 0 C 19 0 0 C 3.2% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 4 36 90 A 6 36 83 A 2 36 97 A 0 36 89B 20 0 16 B 20 0 16 B 20 0 16 B 20 0 16C 130 26 0 C 147 26 0 C 159 26 0 C 150 26 0

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 26 130 A 0 26 147 A 0 26 159 A 0 26 150B 16 0 20 B 16 0 20 B 16 0 20 B 16 0 20C 90 36 4 C 83 36 6 C 97 36 2 C 89 36 0

1700-1715 1715-1730 1730-1745 1745-1800C B A A B C A B C A B C

C 12 0 0 A 12 0 0 A 12 0 0 A 0 0 0B 0 0 0 B 0 0 0 B 0 0 0 B 0 0 0A 0 0 0 C 0 0 0 C 0 0 0 C 0 0 0

TIME PERIOD

Junction 3: Erith Quarry RoundaboutPeak Hour: Saturday (12:00-13:00) Through traffic growth factor = 1.0598


1200-1215 2 0 2 18 0 18 116 2 118 10 0 10 0 0 0 8 0 8 98 2 100 13 0 13 0 0 01215-1230 3 0 3 18 0 18 119 7 126 10 0 10 0 0 0 8 0 8 93 4 98 13 0 13 0 0 01230-1245 1 0 1 18 0 18 92 3 95 10 0 10 0 0 0 8 0 8 77 3 81 13 0 13 0 0 01245-1300 0 0 0 18 0 18 93 4 98 10 0 10 0 0 0 8 0 8 106 5 111 13 0 13 0 0 0TOTAL 7 0 7 73 0 73 420 17 437 41 0 41 0 0 0 33 0 33 374 15 389 53 0 53 0 0 0




A 7 73 437 A 0 0 17 A 0.0% 0.0% 3.9%B 41 0 33 B 0 0 0 B 0.0% 0.0% 0.0%C 389 53 0 C 15 0 0 C 3.8% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 2 18 118 A 3 18 126 A 1 18 95 A 0 18 98B 10 0 8 B 10 0 8 B 10 0 8 B 10 0 8C 100 13 0 C 98 13 0 C 81 13 0 C 111 13 0

TIME PERIOD

Legend Job Title: Job No. Drawn:

Total Vehicles

Total HGV

% HGV Figure Title: Figure No. Date:

12/02/2018

Notes

Data sourced from application 14/002155/OUTM

Stomar TA, as well as additional traffic surveys

commissioned by mode in November 2017

Proposed Lidl Foodstore,

Fraser Road, Erith, Bexley J323173 SKJ

G1

0

0

%

2022 Baseline

Weekday AM Peak Hour (08:00-09:00)

0% 0% 3% 0% 1% 6%0 32 2 6% 1 28

5000 0 148 0 0% 1

3 132

362 165 314 24 8% 29 14 428 31 7% 143

6% 25 4210% 0 22 4% 1 28 2%0% 0 165 4% 19 460

12% 10%42 38

4% 15 420 346 366

Bexley Road (A206 east)

Erith Quarry Site Site Access Bexley Road (A220 west)

Erith Road (A206) Fraser Road (A206)


Total Vehicles

Total HGV


07/02/2018

Notes






G2

0

0

%

2022 Baseline

Weekday PM Peak Hour (17:00-18:00)

0% 0% 0% 7% 0% 8%1 12 0 0% 0 32

3880 0 104 0 0% 0

6 119

80 64 586 19 3% 33 15 575 15 3% 110

5% 18 3890% 0 13 0% 0 24 5%0% 0 142 3% 11 379

4% 3%21 16

5% 18 359 519 565





Total Vehicles

Total HGV


07/02/2018

Notes






G3

0

0

%

2022 Baseline

Saturday Peak Hour (12:00-13:00)

0% 0% 4% 2% 1% 5%1 59 1 2% 1 19

4230 0 53 0 0% 2

0 151

41 33 389 15 4% 57 46 381 13 3% 105

4% 16 3590% 0 7 2% 1 52 0%0% 0 73 4% 16 429

4% 4%13 20

4% 17 437 341 516






Appendix H Lidl Operational Data

Lidl - Abbey Wood 1C Eynsham Dr, London SE2 9RQ (2015)

Lidl Erith - Traffic Flow Calculations V1.6.xlsx/8.2 Abbey Wood (2015) 12/02/2018

Factor 100 sqmFriday Daily Profile - Observed RFA 1811 sqm

AccumVeh Trip Trips Veh Trip Trips Veh Trip Trips

Time Range Rate Rate Rate 400:00-01:00 401:00-02:00 402:00-03:00 403:00-04:00 404:00-05:00 405:00-06:00 406:00-07:00 407:00-08:00 408:00-09:00 4.14 75 2.32 42 6.46 117 3709:00-10:00 5.85 106 5.85 106 11.71 212 3710:00-11:00 5.02 91 5.30 96 10.33 187 3211:00-12:00 5.36 97 4.58 83 9.94 180 4612:00-13:00 5.91 107 5.47 99 11.37 206 5413:00-14:00 5.36 97 6.52 118 11.87 215 3314:00-15:00 5.30 96 5.36 97 10.66 193 3215:00-16:00 6.02 109 5.58 101 11.60 210 4016:00-17:00 6.02 109 6.41 116 12.42 225 3317:00-18:00 5.85 106 5.58 101 11.43 207 3818:00-19:00 5.30 96 5.47 99 10.77 195 3519:00-20:00 4.80 87 5.30 96 10.10 183 2620:00-21:00 3.15 57 3.75 68 6.90 125 1521:00-22:00 2.209 40 2.60 47 4.80 87 822:00-23:00 823:00-24:00 8Daily: 70.29 1,273 70.07 1,269 140.36 2,542

Saturday

Mode of travel by group - from survey, adjusted for sample & observed carsWalk Bus Cycle Car Car (disp) Train Tube Other Total

No%

Factor 100 sqmSaturday Daily Profile - Observed RFA 1811 sqm


Time Range Rate Rate Rate 300:00-01:00 301:00-02:00 302:00-03:00 303:00-04:00 304:00-05:00 305:00-06:00 306:00-07:00 307:00-08:00 308:00-09:00 3.59 65 2.82 51 6.41 116 1709:00-10:00 5.80 105 5.25 95 11.04 200 2710:00-11:00 7.40 134 5.91 107 13.31 241 5411:00-12:00 6.68 121 7.45 135 14.14 256 4012:00-13:00 8.12 147 7.40 134 15.52 281 5313:00-14:00 6.96 126 6.63 120 13.58 246 5914:00-15:00 6.63 120 6.79 123 13.42 243 5615:00-16:00 6.74 122 7.45 135 14.19 257 4316:00-17:00 5.80 105 6.13 111 11.93 216 3717:00-18:00 5.85 106 6.46 117 12.31 223 2618:00-19:00 4.97 90 4.91 89 9.88 179 2719:00-20:00 4.86 88 5.85 106 10.71 194 920:00-21:00 3.37 61 3.31 60 6.68 121 1021:00-22:00 1.933 35 2.60 47 4.53 82 -222:00-23:00 -223:00-24:00 -2Daily: 78.69 1,425 78.96 1,430 157.65 2,855

Arrivals Departures Totals

No multi-modal survey available


Lidl - Micham 9-17 Western Rd, Mitcham CR4 3ED (2016)

Lidl Erith - Traffic Flow Calculations V1.6.xlsx/8.3 Mitcham (2016) 12/02/2018

Factor 100 sqmFriday Daily Profile - Observed RFA 1642 sqm


Time Range Rate Rate Rate 400:00-01:00 401:00-02:00 402:00-03:00 403:00-04:00 404:00-05:00 405:00-06:00 406:00-07:00 407:00-08:00 0.79 13 0.37 6 1.16 19 1108:00-09:00 5.85 96 4.32 71 10.17 167 3609:00-10:00 5.91 97 6.09 100 12.00 197 3310:00-11:00 6.03 99 5.91 97 11.94 196 3511:00-12:00 7.13 117 6.46 106 13.58 223 4612:00-13:00 7.67 126 7.55 124 15.23 250 4813:00-14:00 7.61 125 6.58 108 14.19 233 6514:00-15:00 6.94 114 7.49 123 14.43 237 5615:00-16:00 7.49 123 6.33 104 13.82 227 7516:00-17:00 8.71 143 8.77 144 17.48 287 7417:00-18:00 9.32 153 8.40 138 17.72 291 8918:00-19:00 7.19 118 8.77 144 15.96 262 6319:00-20:00 5.97 98 6.64 109 12.61 207 5220:00-21:00 5.85 96 6.39 105 12.24 201 4321:00-22:00 3.532 58 4.08 67 7.61 125 3422:00-23:00 3423:00-24:00 34Daily: 95.98 1,576 94.15 1,546 190.13 3,122

Saturday

Mode of travel by group - from survey, adjusted for sample & observed carsWalk Bus Cycle Car Car (disp) Train Tube Other Total

No%

Factor 100 sqmSaturday Daily Profile - Observed RFA 1642 sqm


Time Range Rate Rate Rate 300:00-01:00 301:00-02:00 302:00-03:00 303:00-04:00 304:00-05:00 305:00-06:00 306:00-07:00 307:00-08:00 0.79 13 0.18 3 0.97 16 1308:00-09:00 2.56 42 3.53 58 6.09 100 -309:00-10:00 6.52 107 6.27 103 12.79 210 110:00-11:00 6.82 112 6.88 113 13.70 225 011:00-12:00 8.40 138 7.73 127 16.14 265 1112:00-13:00 8.34 137 7.86 129 16.20 266 1913:00-14:00 7.73 127 8.10 133 15.83 260 1314:00-15:00 6.82 112 6.94 114 13.76 226 1115:00-16:00 8.04 132 7.86 129 15.90 261 1416:00-17:00 8.59 141 9.20 151 17.78 292 417:00-18:00 8.04 132 7.55 124 15.59 256 1218:00-19:00 6.94 114 7.37 121 14.31 235 519:00-20:00 6.09 100 7.00 115 13.09 215 -1020:00-21:00 4.26 70 4.63 76 8.89 146 -1621:00-22:00 3.471 57 4.20 69 7.67 126 -2822:00-23:00 -2823:00-24:00 -28Daily: 93.42 1,534 95.31 1,565 188.73 3,099




Lidl - Average of Abbey Wood (2015) Micham (2016)

Lidl Erith - Traffic Flow Calculations V1.6.xlsx/8.4 Average of AW&M 12/02/2018

Factor 100 sqmFriday Daily Profile - Average RFA 1405 sqm


Time Range Rate Rate Rate 400:00-01:00 401:00-02:00 402:00-03:00 403:00-04:00 404:00-05:00 405:00-06:00 406:00-07:00 407:00-08:00 0.79 11 0.37 5 1.16 16 1008:00-09:00 4.99 70 3.32 47 8.32 117 3309:00-10:00 5.88 83 5.97 84 11.85 167 3210:00-11:00 5.53 78 5.60 79 11.13 156 3111:00-12:00 6.24 88 5.52 78 11.76 165 4112:00-13:00 6.79 95 6.51 91 13.30 187 4513:00-14:00 6.48 91 6.55 92 13.03 183 4414:00-15:00 6.12 86 6.42 90 12.55 176 4015:00-16:00 6.75 95 5.96 84 12.71 179 5116:00-17:00 7.36 103 7.59 107 14.95 210 4817:00-18:00 7.59 107 6.99 98 14.58 205 5718:00-19:00 6.24 88 7.12 100 13.36 188 4419:00-20:00 5.39 76 5.97 84 11.36 160 3620:00-21:00 4.50 63 5.07 71 9.57 134 2821:00-22:00 2.87 40 3.34 47 6.21 87 2122:00-23:00 2123:00-24:00 21Daily: 83.53 1,174 82.30 1,156 165.83 2,330

Saturday

Mode of travel by group - from survey, adjusted for sample & observed cars

Walk Bus Cycle Car Car (disp) Train Tube Other TotalNo%

Factor 100 sqmSaturday Daily Profile - Average RFA 1405 sqm


Time Range Rate Rate Rate 300:00-01:00 301:00-02:00 302:00-03:00 303:00-04:00 304:00-05:00 305:00-06:00 306:00-07:00 307:00-08:00 0.79 11 0.18 3 0.97 14 1208:00-09:00 3.07 43 3.17 45 6.25 88 1009:00-10:00 6.16 87 5.76 81 11.92 167 1610:00-11:00 7.11 100 6.40 90 13.51 190 2611:00-12:00 7.54 106 7.59 107 15.14 213 2512:00-13:00 8.23 116 7.63 107 15.86 223 3413:00-14:00 7.35 103 7.36 103 14.71 207 3314:00-15:00 6.72 94 6.87 96 13.59 191 3115:00-16:00 7.39 104 7.66 108 15.04 211 2816:00-17:00 7.19 101 7.66 108 14.86 209 2117:00-18:00 6.95 98 7.01 98 13.95 196 2018:00-19:00 5.96 84 6.14 86 12.10 170 1719:00-20:00 5.47 77 6.43 90 11.90 167 420:00-21:00 3.82 54 3.97 56 7.79 109 221:00-22:00 2.70 38 3.40 48 6.10 86 -822:00-23:00 -823:00-24:00 -8Daily: 86.45 1,215 87.23 1,226 173.68 2,440






Appendix I TRICS Outputs

TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Wednesday 13/12/17 Discount Foodstore Weekday Page 1mode transport limited Lombard House, 145 Great Charles Street Birmimgham, B3 3LP Licence No: 754101

Calculation Reference: AUDIT-754101-171213-1246TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 01 - RETAILCategory : C - DISCOUNT FOOD STORESMULTI-MODAL VEHICLES

Selected regions and areas:05 EAST MIDLANDS

LN LINCOLNSHIRE 1 daysNR NORTHAMPTONSHIRE 1 daysNT NOTTINGHAMSHIRE 1 days

06 WEST MIDLANDSWM WEST MIDLANDS 2 daysWO WORCESTERSHIRE 1 days

09 NORTHDH DURHAM 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 rangeare included in the trip rate calculation.

Parameter: Retail floor areaActual Range: 953 to 1550 (units: sqm)Range Selected by User: 953 to 1550 (units: sqm)

Public Transport Provision:Selection by: Include all surveys

Date Range: 01/01/09 to 06/04/17

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

Selected survey days:Tuesday 4 daysWednesday 1 daysThursday 1 daysFriday 1 days

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

Selected survey types:Manual count 7 daysDirectional ATC Count 0 days

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

Selected Locations:Edge of Town Centre 2Edge of Town 3Neighbourhood Centre (PPS6 Local Centre) 2

This data displays the number of surveys per main location category within the selected set. The main location categoriesconsist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre andNot Known.

Selected Location Sub Categories:Industrial Zone 1Residential Zone 1Retail Zone 2Built-Up Zone 1High Street 1No Sub Category 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categoriesconsist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village,Out of Town, High Street and No Sub Category.



Use Class: A 1 7 days

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

Population within 1 mile:5,001 to 10,000 2 days10,001 to 15,000 2 days20,001 to 25,000 1 days25,001 to 50,000 1 days50,001 to 100,000 1 days

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

Population within 5 miles:25,001 to 50,000 1 days50,001 to 75,000 1 days75,001 to 100,000 2 days250,001 to 500,000 1 days500,001 or More 2 days


Car ownership within 5 miles:0.6 to 1.0 3 days1.1 to 1.5 4 days

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

Petrol filling station:Included in the survey count 0 daysExcluded from count or no filling station 7 days

This data displays the number of surveys within the selected set that include petrol filling station activity, and thenumber of surveys that do not.

Travel Plan:Yes 1 daysNo 6 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:No PTAL Present 7 days

This data displays the number of selected surveys with PTAL Ratings.


LIST OF SITES relevant to selection parameters

The 'browse and select' feature in TRICS was used to choose the sites to be included in this selected set. The TRICS userbrowsed the full list of sites for this land use category and selected directly from this list.

1 DH-01-C-01 ALDI DURHAMWATLING ROAD

BISHOP AUCKLANDEdge of TownRetail ZoneTotal Retail floor area: 9 5 3 sqm

Survey date: THURSDAY 06/04/17 Survey Type: MANUAL2 LN-01-C-01 LIDL LINCOLNSHIRE

RICHMOND DRIVE

SKEGNESSEdge of Town CentreBuilt-Up ZoneTotal Retail floor area: 1 4 2 4 sqm

Survey date: TUESDAY 19/07/16 Survey Type: MANUAL3 NR-01-C-02 LIDL NORTHAMPTONSHIRE

NEWTON ROAD

RUSHDENEdge of Town CentreResidential ZoneTotal Retail floor area: 1 4 2 4 sqm

Survey date: TUESDAY 19/07/16 Survey Type: MANUAL4 NT-01-C-01 LIDL NOTTINGHAMSHIRE

CHAPEL LANE

BINGHAMEdge of TownIndustrial ZoneTotal Retail floor area: 1 4 2 4 sqm

Survey date: FRIDAY 15/07/16 Survey Type: MANUAL5 WM-01-C-01 LIDL WEST MIDLANDS

MACKADOWN LANEKITT'S GREENBIRMINGHAMNeighbourhood Centre (PPS6 Local Centre)No Sub CategoryTotal Retail floor area: 1 3 4 1 sqm

Survey date: TUESDAY 12/07/16 Survey Type: MANUAL6 WM-01-C-02 LIDL WEST MIDLANDS

HIGH STREETGUNS VILLAGEWEST BROMWICHNeighbourhood Centre (PPS6 Local Centre)High StreetTotal Retail floor area: 1 3 4 1 sqm

Survey date: TUESDAY 12/07/16 Survey Type: MANUAL7 WO-01-C-01 LIDL WORCESTERSHIRE

BLACKPOLE ROADBRICKFIELDSWORCESTEREdge of TownRetail ZoneTotal Retail floor area: 1 4 2 4 sqm

Survey date: WEDNESDAY 13/07/16 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 aunique site reference code and site address, the selected trip rate calculation parameter and its value, the day of theweek and date of each survey, and whether the survey was a manual classified count or an ATC count.


TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL VEHICLESCalculation factor: 100 sqmBOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALSNo. Ave. Trip No. Ave. Trip No. Ave. Trip

Time Range Days RFA Rate Days RFA Rate Days RFA Rate00:00 - 01:0001:00 - 02:0002:00 - 03:0003:00 - 04:0004:00 - 05:0005:00 - 06:00

2 1424 0.281 2 1424 0.070 2 1424 0.35106:00 - 07:007 1333 0.439 7 1333 0.139 7 1333 0.57807:00 - 08:007 1333 3.719 7 1333 2.315 7 1333 6.03408:00 - 09:007 1333 4.908 7 1333 4.094 7 1333 9.00209:00 - 10:007 1333 5.026 7 1333 4.394 7 1333 9.42010:00 - 11:007 1333 5.584 7 1333 5.091 7 1333 10.67511:00 - 12:007 1333 5.455 7 1333 5.337 7 1333 10.79212:00 - 13:007 1333 5.712 7 1333 6.548 7 1333 12.26013:00 - 14:007 1333 6.323 7 1333 5.884 7 1333 12.20714:00 - 15:007 1333 6.323 7 1333 6.184 7 1333 12.50715:00 - 16:007 1333 5.991 7 1333 6.580 7 1333 12.57116:00 - 17:007 1333 5.905 7 1333 5.937 7 1333 11.84217:00 - 18:007 1333 5.262 7 1333 5.712 7 1333 10.97418:00 - 19:007 1333 4.062 7 1333 4.694 7 1333 8.75619:00 - 20:007 1333 2.829 7 1333 3.719 7 1333 6.54820:00 - 21:007 1333 0.975 7 1333 1.725 7 1333 2.70021:00 - 22:007 1333 0.021 7 1333 0.439 7 1333 0.46022:00 - 23:00

23:00 - 24:00Total Rates: 6 8.815 6 8.862 137.677

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

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey daysthat 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 statedtime period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the statedcalculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Triprates are then rounded to 3 decimal places.


The survey data, graphs and all associated supporting information, contained within the TRICS Database are publishedby TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this publishedwork. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy thedata contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrightsand other proprietary notices, and any disclaimer contained thereon.

The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database.[No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]

Parameter summary

Trip rate parameter range selected: 953 - 1550 (units: sqm)Survey date date range: 01/01/09 - 06/04/17Number of weekdays (Monday-Friday): 7Number of Saturdays: 6Number of Sundays: 1Surveys automatically removed from selection: 3Surveys 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 ratecalculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximumsurvey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set ofsurveys are show. Finally, the number of survey days that have been manually removed from the selected set outside ofthe standard filtering procedure are displayed.


TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL TAXISCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.000 2 1424 0.000 2 1424 0.00006:00 - 07:007 1333 0.000 7 1333 0.000 7 1333 0.00007:00 - 08:007 1333 0.000 7 1333 0.000 7 1333 0.00008:00 - 09:007 1333 0.032 7 1333 0.032 7 1333 0.06409:00 - 10:007 1333 0.043 7 1333 0.032 7 1333 0.07510:00 - 11:007 1333 0.032 7 1333 0.043 7 1333 0.07511:00 - 12:007 1333 0.043 7 1333 0.054 7 1333 0.09712:00 - 13:007 1333 0.054 7 1333 0.043 7 1333 0.09713:00 - 14:007 1333 0.054 7 1333 0.064 7 1333 0.11814:00 - 15:007 1333 0.054 7 1333 0.021 7 1333 0.07515:00 - 16:007 1333 0.043 7 1333 0.021 7 1333 0.06416:00 - 17:007 1333 0.075 7 1333 0.075 7 1333 0.15017:00 - 18:007 1333 0.043 7 1333 0.075 7 1333 0.11818:00 - 19:007 1333 0.011 7 1333 0.021 7 1333 0.03219:00 - 20:007 1333 0.021 7 1333 0.011 7 1333 0.03220:00 - 21:007 1333 0.021 7 1333 0.021 7 1333 0.04221:00 - 22:007 1333 0.000 7 1333 0.000 7 1333 0.00022:00 - 23:00

23:00 - 24:00Total Rates: 0.526 0.513 1.039






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL OGVSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.035 2 1424 0.000 2 1424 0.03506:00 - 07:007 1333 0.011 7 1333 0.000 7 1333 0.01107:00 - 08:007 1333 0.000 7 1333 0.000 7 1333 0.00008:00 - 09:007 1333 0.075 7 1333 0.032 7 1333 0.10709:00 - 10:007 1333 0.021 7 1333 0.054 7 1333 0.07510:00 - 11:007 1333 0.043 7 1333 0.021 7 1333 0.06411:00 - 12:007 1333 0.011 7 1333 0.021 7 1333 0.03212:00 - 13:007 1333 0.032 7 1333 0.054 7 1333 0.08613:00 - 14:007 1333 0.011 7 1333 0.021 7 1333 0.03214:00 - 15:007 1333 0.011 7 1333 0.000 7 1333 0.01115:00 - 16:007 1333 0.011 7 1333 0.021 7 1333 0.03216:00 - 17:007 1333 0.043 7 1333 0.011 7 1333 0.05417:00 - 18:007 1333 0.021 7 1333 0.021 7 1333 0.04218:00 - 19:007 1333 0.032 7 1333 0.032 7 1333 0.06419:00 - 20:007 1333 0.000 7 1333 0.011 7 1333 0.01120:00 - 21:007 1333 0.000 7 1333 0.011 7 1333 0.01121:00 - 22:007 1333 0.000 7 1333 0.011 7 1333 0.01122:00 - 23:00

23:00 - 24:00Total Rates: 0.357 0.321 0.678






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL PSVSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.000 2 1424 0.000 2 1424 0.00006:00 - 07:007 1333 0.011 7 1333 0.000 7 1333 0.01107:00 - 08:007 1333 0.000 7 1333 0.011 7 1333 0.01108:00 - 09:007 1333 0.011 7 1333 0.000 7 1333 0.01109:00 - 10:007 1333 0.000 7 1333 0.000 7 1333 0.00010:00 - 11:007 1333 0.000 7 1333 0.000 7 1333 0.00011:00 - 12:007 1333 0.000 7 1333 0.000 7 1333 0.00012:00 - 13:007 1333 0.000 7 1333 0.000 7 1333 0.00013:00 - 14:007 1333 0.011 7 1333 0.021 7 1333 0.03214:00 - 15:007 1333 0.000 7 1333 0.000 7 1333 0.00015:00 - 16:007 1333 0.000 7 1333 0.000 7 1333 0.00016:00 - 17:007 1333 0.000 7 1333 0.000 7 1333 0.00017:00 - 18:007 1333 0.000 7 1333 0.000 7 1333 0.00018:00 - 19:007 1333 0.000 7 1333 0.000 7 1333 0.00019:00 - 20:007 1333 0.000 7 1333 0.000 7 1333 0.00020:00 - 21:007 1333 0.000 7 1333 0.000 7 1333 0.00021:00 - 22:007 1333 0.000 7 1333 0.000 7 1333 0.00022:00 - 23:00

23:00 - 24:00Total Rates: 0.033 0.032 0.065






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL CYCLISTSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.035 2 1424 0.000 2 1424 0.03506:00 - 07:007 1333 0.000 7 1333 0.011 7 1333 0.01107:00 - 08:007 1333 0.171 7 1333 0.096 7 1333 0.26708:00 - 09:007 1333 0.096 7 1333 0.043 7 1333 0.13909:00 - 10:007 1333 0.118 7 1333 0.107 7 1333 0.22510:00 - 11:007 1333 0.021 7 1333 0.129 7 1333 0.15011:00 - 12:007 1333 0.075 7 1333 0.075 7 1333 0.15012:00 - 13:007 1333 0.054 7 1333 0.021 7 1333 0.07513:00 - 14:007 1333 0.043 7 1333 0.054 7 1333 0.09714:00 - 15:007 1333 0.139 7 1333 0.086 7 1333 0.22515:00 - 16:007 1333 0.064 7 1333 0.075 7 1333 0.13916:00 - 17:007 1333 0.043 7 1333 0.043 7 1333 0.08617:00 - 18:007 1333 0.043 7 1333 0.032 7 1333 0.07518:00 - 19:007 1333 0.064 7 1333 0.096 7 1333 0.16019:00 - 20:007 1333 0.043 7 1333 0.064 7 1333 0.10720:00 - 21:007 1333 0.000 7 1333 0.043 7 1333 0.04321:00 - 22:007 1333 0.000 7 1333 0.011 7 1333 0.01122:00 - 23:00

23:00 - 24:00Total Rates: 1.009 0.986 1.995






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL VEHICLE OCCUPANTSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.281 2 1424 0.070 2 1424 0.35106:00 - 07:007 1333 0.600 7 1333 0.161 7 1333 0.76107:00 - 08:007 1333 5.016 7 1333 3.194 7 1333 8.21008:00 - 09:007 1333 6.912 7 1333 5.498 7 1333 12.41009:00 - 10:007 1333 7.084 7 1333 6.184 7 1333 13.26810:00 - 11:007 1333 7.641 7 1333 6.998 7 1333 14.63911:00 - 12:007 1333 7.856 7 1333 7.845 7 1333 15.70112:00 - 13:007 1333 8.370 7 1333 9.377 7 1333 17.74713:00 - 14:007 1333 8.981 7 1333 8.541 7 1333 17.52214:00 - 15:007 1333 9.442 7 1333 8.852 7 1333 18.29415:00 - 16:007 1333 8.831 7 1333 9.720 7 1333 18.55116:00 - 17:007 1333 8.606 7 1333 9.174 7 1333 17.78017:00 - 18:007 1333 7.813 7 1333 8.327 7 1333 16.14018:00 - 19:007 1333 6.162 7 1333 7.202 7 1333 13.36419:00 - 20:007 1333 4.222 7 1333 5.401 7 1333 9.62320:00 - 21:007 1333 1.554 7 1333 2.572 7 1333 4.12621:00 - 22:007 1333 0.043 7 1333 0.793 7 1333 0.83622:00 - 23:00

23:00 - 24:00Total Rates: 9 9.414 9 9.909 199.323






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL PEDESTRIANSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.386 2 1424 0.035 2 1424 0.42106:00 - 07:007 1333 0.386 7 1333 0.032 7 1333 0.41807:00 - 08:007 1333 1.468 7 1333 1.029 7 1333 2.49708:00 - 09:007 1333 1.575 7 1333 1.275 7 1333 2.85009:00 - 10:007 1333 2.079 7 1333 2.068 7 1333 4.14710:00 - 11:007 1333 2.079 7 1333 2.443 7 1333 4.52211:00 - 12:007 1333 2.326 7 1333 2.272 7 1333 4.59812:00 - 13:007 1333 2.004 7 1333 2.390 7 1333 4.39413:00 - 14:007 1333 2.561 7 1333 2.111 7 1333 4.67214:00 - 15:007 1333 1.950 7 1333 2.604 7 1333 4.55415:00 - 16:007 1333 2.754 7 1333 2.218 7 1333 4.97216:00 - 17:007 1333 2.861 7 1333 2.143 7 1333 5.00417:00 - 18:007 1333 2.079 7 1333 2.004 7 1333 4.08318:00 - 19:007 1333 1.072 7 1333 1.479 7 1333 2.55119:00 - 20:007 1333 0.900 7 1333 1.286 7 1333 2.18620:00 - 21:007 1333 0.375 7 1333 0.750 7 1333 1.12521:00 - 22:007 1333 0.000 7 1333 0.246 7 1333 0.24622:00 - 23:00

23:00 - 24:00Total Rates: 2 6.855 2 6.385 5 3.240






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL BUS/TRAM PASSENGERSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.176 2 1424 0.000 2 1424 0.17606:00 - 07:007 1333 0.107 7 1333 0.064 7 1333 0.17107:00 - 08:007 1333 0.375 7 1333 0.268 7 1333 0.64308:00 - 09:007 1333 0.525 7 1333 0.450 7 1333 0.97509:00 - 10:007 1333 0.450 7 1333 0.450 7 1333 0.90010:00 - 11:007 1333 0.386 7 1333 0.397 7 1333 0.78311:00 - 12:007 1333 0.386 7 1333 0.311 7 1333 0.69712:00 - 13:007 1333 0.407 7 1333 0.450 7 1333 0.85713:00 - 14:007 1333 0.450 7 1333 0.407 7 1333 0.85714:00 - 15:007 1333 0.472 7 1333 0.386 7 1333 0.85815:00 - 16:007 1333 0.311 7 1333 0.386 7 1333 0.69716:00 - 17:007 1333 0.257 7 1333 0.397 7 1333 0.65417:00 - 18:007 1333 0.279 7 1333 0.375 7 1333 0.65418:00 - 19:007 1333 0.193 7 1333 0.236 7 1333 0.42919:00 - 20:007 1333 0.150 7 1333 0.214 7 1333 0.36420:00 - 21:007 1333 0.086 7 1333 0.150 7 1333 0.23621:00 - 22:007 1333 0.000 7 1333 0.054 7 1333 0.05422:00 - 23:00

23:00 - 24:00Total Rates: 5.010 4.995 1 0.005






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL TOTAL RAIL PASSENGERSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.000 2 1424 0.000 2 1424 0.00006:00 - 07:007 1333 0.000 7 1333 0.000 7 1333 0.00007:00 - 08:007 1333 0.043 7 1333 0.021 7 1333 0.06408:00 - 09:007 1333 0.043 7 1333 0.043 7 1333 0.08609:00 - 10:007 1333 0.021 7 1333 0.021 7 1333 0.04210:00 - 11:007 1333 0.043 7 1333 0.021 7 1333 0.06411:00 - 12:007 1333 0.011 7 1333 0.032 7 1333 0.04312:00 - 13:007 1333 0.032 7 1333 0.021 7 1333 0.05313:00 - 14:007 1333 0.011 7 1333 0.011 7 1333 0.02214:00 - 15:007 1333 0.021 7 1333 0.021 7 1333 0.04215:00 - 16:007 1333 0.032 7 1333 0.011 7 1333 0.04316:00 - 17:007 1333 0.054 7 1333 0.021 7 1333 0.07517:00 - 18:007 1333 0.043 7 1333 0.075 7 1333 0.11818:00 - 19:007 1333 0.021 7 1333 0.043 7 1333 0.06419:00 - 20:007 1333 0.011 7 1333 0.021 7 1333 0.03220:00 - 21:007 1333 0.000 7 1333 0.021 7 1333 0.02121:00 - 22:007 1333 0.000 7 1333 0.000 7 1333 0.00022:00 - 23:00

23:00 - 24:00Total Rates: 0.386 0.383 0.769






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL TOTAL PEOPLECalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.878 2 1424 0.105 2 1424 0.98306:00 - 07:007 1333 1.093 7 1333 0.268 7 1333 1.36107:00 - 08:007 1333 7.073 7 1333 4.608 7 1333 11.68108:00 - 09:007 1333 9.152 7 1333 7.309 7 1333 16.46109:00 - 10:007 1333 9.752 7 1333 8.831 7 1333 18.58310:00 - 11:007 1333 10.170 7 1333 9.988 7 1333 20.15811:00 - 12:007 1333 10.653 7 1333 10.535 7 1333 21.18812:00 - 13:007 1333 10.867 7 1333 12.260 7 1333 23.12713:00 - 14:007 1333 12.046 7 1333 11.124 7 1333 23.17014:00 - 15:007 1333 12.024 7 1333 11.949 7 1333 23.97315:00 - 16:007 1333 11.992 7 1333 12.410 7 1333 24.40216:00 - 17:007 1333 11.821 7 1333 11.778 7 1333 23.59917:00 - 18:007 1333 10.256 7 1333 10.813 7 1333 21.06918:00 - 19:007 1333 7.513 7 1333 9.056 7 1333 16.56919:00 - 20:007 1333 5.326 7 1333 6.987 7 1333 12.31320:00 - 21:007 1333 2.015 7 1333 3.537 7 1333 5.55221:00 - 22:007 1333 0.043 7 1333 1.104 7 1333 1.14722:00 - 23:00

23:00 - 24:00Total Rates: 132.674 132.662 265.336






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL CARSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.246 2 1424 0.035 2 1424 0.28106:00 - 07:007 1333 0.407 7 1333 0.129 7 1333 0.53607:00 - 08:007 1333 3.462 7 1333 2.165 7 1333 5.62708:00 - 09:007 1333 4.469 7 1333 3.794 7 1333 8.26309:00 - 10:007 1333 4.780 7 1333 4.115 7 1333 8.89510:00 - 11:007 1333 5.337 7 1333 4.844 7 1333 10.18111:00 - 12:007 1333 5.187 7 1333 5.037 7 1333 10.22412:00 - 13:007 1333 5.326 7 1333 6.184 7 1333 11.51013:00 - 14:007 1333 6.077 7 1333 5.541 7 1333 11.61814:00 - 15:007 1333 6.023 7 1333 5.905 7 1333 11.92815:00 - 16:007 1333 5.659 7 1333 6.237 7 1333 11.89616:00 - 17:007 1333 5.562 7 1333 5.626 7 1333 11.18817:00 - 18:007 1333 4.930 7 1333 5.294 7 1333 10.22418:00 - 19:007 1333 3.751 7 1333 4.362 7 1333 8.11319:00 - 20:007 1333 2.669 7 1333 3.483 7 1333 6.15220:00 - 21:007 1333 0.900 7 1333 1.575 7 1333 2.47521:00 - 22:007 1333 0.021 7 1333 0.407 7 1333 0.42822:00 - 23:00

23:00 - 24:00Total Rates: 6 4.806 6 4.733 129.539






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL LGVSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.000 2 1424 0.035 2 1424 0.03506:00 - 07:007 1333 0.011 7 1333 0.000 7 1333 0.01107:00 - 08:007 1333 0.246 7 1333 0.139 7 1333 0.38508:00 - 09:007 1333 0.322 7 1333 0.236 7 1333 0.55809:00 - 10:007 1333 0.182 7 1333 0.193 7 1333 0.37510:00 - 11:007 1333 0.150 7 1333 0.171 7 1333 0.32111:00 - 12:007 1333 0.182 7 1333 0.193 7 1333 0.37512:00 - 13:007 1333 0.289 7 1333 0.257 7 1333 0.54613:00 - 14:007 1333 0.161 7 1333 0.214 7 1333 0.37514:00 - 15:007 1333 0.225 7 1333 0.236 7 1333 0.46115:00 - 16:007 1333 0.257 7 1333 0.289 7 1333 0.54616:00 - 17:007 1333 0.204 7 1333 0.193 7 1333 0.39717:00 - 18:007 1333 0.246 7 1333 0.311 7 1333 0.55718:00 - 19:007 1333 0.257 7 1333 0.257 7 1333 0.51419:00 - 20:007 1333 0.129 7 1333 0.193 7 1333 0.32220:00 - 21:007 1333 0.054 7 1333 0.118 7 1333 0.17221:00 - 22:007 1333 0.000 7 1333 0.021 7 1333 0.02122:00 - 23:00

23:00 - 24:00Total Rates: 2.915 3.056 5.971






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL MOTOR CYCLESCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.000 2 1424 0.000 2 1424 0.00006:00 - 07:007 1333 0.000 7 1333 0.011 7 1333 0.01107:00 - 08:007 1333 0.011 7 1333 0.000 7 1333 0.01108:00 - 09:007 1333 0.000 7 1333 0.000 7 1333 0.00009:00 - 10:007 1333 0.000 7 1333 0.000 7 1333 0.00010:00 - 11:007 1333 0.021 7 1333 0.011 7 1333 0.03211:00 - 12:007 1333 0.032 7 1333 0.032 7 1333 0.06412:00 - 13:007 1333 0.011 7 1333 0.011 7 1333 0.02213:00 - 14:007 1333 0.021 7 1333 0.021 7 1333 0.04214:00 - 15:007 1333 0.011 7 1333 0.021 7 1333 0.03215:00 - 16:007 1333 0.021 7 1333 0.011 7 1333 0.03216:00 - 17:007 1333 0.021 7 1333 0.032 7 1333 0.05317:00 - 18:007 1333 0.021 7 1333 0.011 7 1333 0.03218:00 - 19:007 1333 0.011 7 1333 0.021 7 1333 0.03219:00 - 20:007 1333 0.011 7 1333 0.021 7 1333 0.03220:00 - 21:007 1333 0.000 7 1333 0.000 7 1333 0.00021:00 - 22:007 1333 0.000 7 1333 0.000 7 1333 0.00022:00 - 23:00

23:00 - 24:00Total Rates: 0.192 0.203 0.395






Parameter summary




Time Range/Peak Period SelectionDirection: Totals / Use All Times

TRICS 7.4.3 301017 B18.05 Database right of TRICS Consortium Limited, 2017. All rights reserved Wednesday 13/12/17 Discount Foodstore Weekend Page 1mode transport limited Lombard House, 145 Great Charles Street Birmimgham, B3 3LP Licence No: 754101

Calculation Reference: AUDIT-754101-171213-1249TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 01 - RETAILCategory : C - DISCOUNT FOOD STORESMULTI-MODAL VEHICLES

Selected regions and areas:05 EAST MIDLANDS

LN LINCOLNSHIRE 1 daysNR NORTHAMPTONSHIRE 1 daysNT NOTTINGHAMSHIRE 1 days

06 WEST MIDLANDSWM WEST MIDLANDS 2 daysWO WORCESTERSHIRE 1 days

08 NORTH WESTGM GREATER MANCHESTER 1 days

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


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

Parameter: Retail floor areaActual Range: 953 to 1550 (units: sqm)Range Selected by User: 953 to 1550 (units: sqm)

Public Transport Provision:Selection by: Include all surveys

Date Range: 01/01/09 to 06/04/17

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

Selected survey days:Saturday 6 daysSunday 1 days

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

Selected survey types:Manual count 7 daysDirectional ATC Count 0 days

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

Selected Locations:Edge of Town Centre 3Edge of Town 2Neighbourhood Centre (PPS6 Local Centre) 2

This data displays the number of surveys per main location category within the selected set. The main location categoriesconsist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre andNot Known.

Selected Location Sub Categories:Industrial Zone 1Residential Zone 1Retail Zone 2Built-Up Zone 1High Street 1No Sub Category 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categoriesconsist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village,Out of Town, High Street and No Sub Category.



Use Class: A 1 7 days

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

Population within 1 mile:5,001 to 10,000 1 days10,001 to 15,000 2 days20,001 to 25,000 1 days25,001 to 50,000 2 days50,001 to 100,000 1 days


Population within 5 miles:25,001 to 50,000 1 days50,001 to 75,000 1 days75,001 to 100,000 1 days250,001 to 500,000 1 days500,001 or More 3 days


Car ownership within 5 miles:0.6 to 1.0 3 days1.1 to 1.5 4 days

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

Petrol filling station:Included in the survey count 0 daysExcluded from count or no filling station 7 days

This data displays the number of surveys within the selected set that include petrol filling station activity, and thenumber of surveys that do not.

Travel Plan:Yes 1 daysNo 6 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:No PTAL Present 7 days

This data displays the number of selected surveys with PTAL Ratings.


LIST OF SITES relevant to selection parameters

The 'browse and select' feature in TRICS was used to choose the sites to be included in this selected set. The TRICS userbrowsed the full list of sites for this land use category and selected directly from this list.

1 GM-01-C-10 ALDI GREATER MANCHESTERGREAT ANCOATS STREETURBAN EXCHANGEMANCHESTEREdge of Town CentreRetail ZoneTotal Retail floor area: 1 5 5 0 sqm

Survey date: SUNDAY 25/09/16 Survey Type: MANUAL2 LN-01-C-01 LIDL LINCOLNSHIRE

RICHMOND DRIVE

SKEGNESSEdge of Town CentreBuilt-Up ZoneTotal Retail floor area: 1 4 2 4 sqm

Survey date: SATURDAY 16/07/16 Survey Type: MANUAL3 NR-01-C-02 LIDL NORTHAMPTONSHIRE

NEWTON ROAD

RUSHDENEdge of Town CentreResidential ZoneTotal Retail floor area: 1 4 2 4 sqm

Survey date: SATURDAY 16/07/16 Survey Type: MANUAL4 NT-01-C-01 LIDL NOTTINGHAMSHIRE

CHAPEL LANE

BINGHAMEdge of TownIndustrial ZoneTotal Retail floor area: 1 4 2 4 sqm

Survey date: SATURDAY 16/07/16 Survey Type: MANUAL5 WM-01-C-01 LIDL WEST MIDLANDS

MACKADOWN LANEKITT'S GREENBIRMINGHAMNeighbourhood Centre (PPS6 Local Centre)No Sub CategoryTotal Retail floor area: 1 3 4 1 sqm

Survey date: SATURDAY 09/07/16 Survey Type: MANUAL6 WM-01-C-02 LIDL WEST MIDLANDS

HIGH STREETGUNS VILLAGEWEST BROMWICHNeighbourhood Centre (PPS6 Local Centre)High StreetTotal Retail floor area: 1 3 4 1 sqm

Survey date: SATURDAY 09/07/16 Survey Type: MANUAL7 WO-01-C-01 LIDL WORCESTERSHIRE

BLACKPOLE ROADBRICKFIELDSWORCESTEREdge of TownRetail ZoneTotal Retail floor area: 1 4 2 4 sqm

Survey date: SATURDAY 16/07/16 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 aunique site reference code and site address, the selected trip rate calculation parameter and its value, the day of theweek and date of each survey, and whether the survey was a manual classified count or an ATC count.


TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL VEHICLESCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.386 2 1424 0.140 2 1424 0.52606:00 - 07:006 1396 0.752 6 1396 0.179 6 1396 0.93107:00 - 08:006 1396 4.595 6 1396 3.032 6 1396 7.62708:00 - 09:006 1396 6.063 6 1396 5.682 6 1396 11.74509:00 - 10:006 1396 9.298 6 1396 8.152 6 1396 17.45010:00 - 11:007 1418 10.274 7 1418 9.519 7 1418 19.79311:00 - 12:007 1418 9.921 7 1418 10.415 7 1418 20.33612:00 - 13:007 1418 10.133 7 1418 9.186 7 1418 19.31913:00 - 14:007 1418 8.894 7 1418 8.844 7 1418 17.73814:00 - 15:007 1418 9.317 7 1418 10.153 7 1418 19.47015:00 - 16:007 1418 8.592 7 1418 9.337 7 1418 17.92916:00 - 17:006 1396 7.329 6 1396 7.126 6 1396 14.45517:00 - 18:006 1396 5.443 6 1396 6.672 6 1396 12.11518:00 - 19:006 1396 3.533 6 1396 4.524 6 1396 8.05719:00 - 20:006 1396 2.483 6 1396 2.841 6 1396 5.32420:00 - 21:006 1396 1.158 6 1396 1.743 6 1396 2.90121:00 - 22:006 1396 0.107 6 1396 0.501 6 1396 0.60822:00 - 23:00

23:00 - 24:00Total Rates: 9 8.278 9 8.046 196.324






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL TAXISCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.000 2 1424 0.000 2 1424 0.00006:00 - 07:006 1396 0.012 6 1396 0.012 6 1396 0.02407:00 - 08:006 1396 0.036 6 1396 0.036 6 1396 0.07208:00 - 09:006 1396 0.036 6 1396 0.024 6 1396 0.06009:00 - 10:006 1396 0.072 6 1396 0.048 6 1396 0.12010:00 - 11:007 1418 0.131 7 1418 0.101 7 1418 0.23211:00 - 12:007 1418 0.111 7 1418 0.131 7 1418 0.24212:00 - 13:007 1418 0.151 7 1418 0.131 7 1418 0.28213:00 - 14:007 1418 0.141 7 1418 0.131 7 1418 0.27214:00 - 15:007 1418 0.091 7 1418 0.121 7 1418 0.21215:00 - 16:007 1418 0.141 7 1418 0.131 7 1418 0.27216:00 - 17:006 1396 0.119 6 1396 0.143 6 1396 0.26217:00 - 18:006 1396 0.119 6 1396 0.131 6 1396 0.25018:00 - 19:006 1396 0.036 6 1396 0.048 6 1396 0.08419:00 - 20:006 1396 0.095 6 1396 0.095 6 1396 0.19020:00 - 21:006 1396 0.000 6 1396 0.012 6 1396 0.01221:00 - 22:006 1396 0.000 6 1396 0.000 6 1396 0.00022:00 - 23:00

23:00 - 24:00Total Rates: 1.291 1.295 2.586






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL OGVSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.035 2 1424 0.035 2 1424 0.07006:00 - 07:006 1396 0.012 6 1396 0.000 6 1396 0.01207:00 - 08:006 1396 0.024 6 1396 0.024 6 1396 0.04808:00 - 09:006 1396 0.012 6 1396 0.012 6 1396 0.02409:00 - 10:006 1396 0.012 6 1396 0.012 6 1396 0.02410:00 - 11:007 1418 0.000 7 1418 0.010 7 1418 0.01011:00 - 12:007 1418 0.000 7 1418 0.000 7 1418 0.00012:00 - 13:007 1418 0.010 7 1418 0.000 7 1418 0.01013:00 - 14:007 1418 0.020 7 1418 0.010 7 1418 0.03014:00 - 15:007 1418 0.030 7 1418 0.040 7 1418 0.07015:00 - 16:007 1418 0.010 7 1418 0.010 7 1418 0.02016:00 - 17:006 1396 0.000 6 1396 0.012 6 1396 0.01217:00 - 18:006 1396 0.000 6 1396 0.000 6 1396 0.00018:00 - 19:006 1396 0.024 6 1396 0.012 6 1396 0.03619:00 - 20:006 1396 0.000 6 1396 0.012 6 1396 0.01220:00 - 21:006 1396 0.000 6 1396 0.000 6 1396 0.00021:00 - 22:006 1396 0.000 6 1396 0.000 6 1396 0.00022:00 - 23:00

23:00 - 24:00Total Rates: 0.189 0.189 0.378






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL PSVSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.000 2 1424 0.000 2 1424 0.00006:00 - 07:006 1396 0.000 6 1396 0.000 6 1396 0.00007:00 - 08:006 1396 0.000 6 1396 0.000 6 1396 0.00008:00 - 09:006 1396 0.000 6 1396 0.000 6 1396 0.00009:00 - 10:006 1396 0.000 6 1396 0.000 6 1396 0.00010:00 - 11:007 1418 0.000 7 1418 0.000 7 1418 0.00011:00 - 12:007 1418 0.000 7 1418 0.000 7 1418 0.00012:00 - 13:007 1418 0.000 7 1418 0.000 7 1418 0.00013:00 - 14:007 1418 0.000 7 1418 0.000 7 1418 0.00014:00 - 15:007 1418 0.000 7 1418 0.000 7 1418 0.00015:00 - 16:007 1418 0.000 7 1418 0.000 7 1418 0.00016:00 - 17:006 1396 0.000 6 1396 0.000 6 1396 0.00017:00 - 18:006 1396 0.000 6 1396 0.000 6 1396 0.00018:00 - 19:006 1396 0.000 6 1396 0.000 6 1396 0.00019:00 - 20:006 1396 0.000 6 1396 0.000 6 1396 0.00020:00 - 21:006 1396 0.000 6 1396 0.000 6 1396 0.00021:00 - 22:006 1396 0.000 6 1396 0.000 6 1396 0.00022:00 - 23:00

23:00 - 24:00Total Rates: 0.000 0.000 0.000






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL CYCLISTSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.035 2 1424 0.000 2 1424 0.03506:00 - 07:006 1396 0.048 6 1396 0.012 6 1396 0.06007:00 - 08:006 1396 0.084 6 1396 0.048 6 1396 0.13208:00 - 09:006 1396 0.024 6 1396 0.048 6 1396 0.07209:00 - 10:006 1396 0.095 6 1396 0.036 6 1396 0.13110:00 - 11:007 1418 0.091 7 1418 0.060 7 1418 0.15111:00 - 12:007 1418 0.081 7 1418 0.081 7 1418 0.16212:00 - 13:007 1418 0.141 7 1418 0.081 7 1418 0.22213:00 - 14:007 1418 0.081 7 1418 0.141 7 1418 0.22214:00 - 15:007 1418 0.101 7 1418 0.081 7 1418 0.18215:00 - 16:007 1418 0.101 7 1418 0.151 7 1418 0.25216:00 - 17:006 1396 0.119 6 1396 0.191 6 1396 0.31017:00 - 18:006 1396 0.131 6 1396 0.131 6 1396 0.26218:00 - 19:006 1396 0.084 6 1396 0.060 6 1396 0.14419:00 - 20:006 1396 0.060 6 1396 0.084 6 1396 0.14420:00 - 21:006 1396 0.024 6 1396 0.060 6 1396 0.08421:00 - 22:006 1396 0.000 6 1396 0.000 6 1396 0.00022:00 - 23:00

23:00 - 24:00Total Rates: 1.300 1.265 2.565






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL VEHICLE OCCUPANTSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.386 2 1424 0.140 2 1424 0.52606:00 - 07:006 1396 1.086 6 1396 0.239 6 1396 1.32507:00 - 08:006 1396 6.398 6 1396 4.237 6 1396 10.63508:00 - 09:006 1396 8.857 6 1396 8.116 6 1396 16.97309:00 - 10:006 1396 13.679 6 1396 12.079 6 1396 25.75810:00 - 11:007 1418 15.411 7 1418 13.870 7 1418 29.28111:00 - 12:007 1418 14.988 7 1418 16.015 7 1418 31.00312:00 - 13:007 1418 16.841 7 1418 14.917 7 1418 31.75813:00 - 14:007 1418 14.373 7 1418 14.132 7 1418 28.50514:00 - 15:007 1418 15.079 7 1418 16.166 7 1418 31.24515:00 - 16:007 1418 13.830 7 1418 14.756 7 1418 28.58616:00 - 17:006 1396 11.578 6 1396 11.864 6 1396 23.44217:00 - 18:006 1396 8.534 6 1396 10.444 6 1396 18.97818:00 - 19:006 1396 5.908 6 1396 7.460 6 1396 13.36819:00 - 20:006 1396 3.808 6 1396 4.679 6 1396 8.48720:00 - 21:006 1396 1.874 6 1396 2.590 6 1396 4.46421:00 - 22:006 1396 0.107 6 1396 0.633 6 1396 0.74022:00 - 23:00

23:00 - 24:00Total Rates: 152.737 152.337 305.074






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL PEDESTRIANSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.562 2 1424 0.000 2 1424 0.56206:00 - 07:006 1396 0.346 6 1396 0.072 6 1396 0.41807:00 - 08:006 1396 0.716 6 1396 0.824 6 1396 1.54008:00 - 09:006 1396 0.836 6 1396 1.050 6 1396 1.88609:00 - 10:006 1396 1.587 6 1396 1.516 6 1396 3.10310:00 - 11:007 1418 2.478 7 1418 3.002 7 1418 5.48011:00 - 12:007 1418 3.505 7 1418 3.425 7 1418 6.93012:00 - 13:007 1418 3.666 7 1418 3.344 7 1418 7.01013:00 - 14:007 1418 3.576 7 1418 3.465 7 1418 7.04114:00 - 15:007 1418 3.717 7 1418 4.170 7 1418 7.88715:00 - 16:007 1418 4.744 7 1418 4.271 7 1418 9.01516:00 - 17:006 1396 3.629 6 1396 3.044 6 1396 6.67317:00 - 18:006 1396 3.629 6 1396 2.650 6 1396 6.27918:00 - 19:006 1396 1.611 6 1396 2.292 6 1396 3.90319:00 - 20:006 1396 1.874 6 1396 2.220 6 1396 4.09420:00 - 21:006 1396 0.752 6 1396 0.943 6 1396 1.69521:00 - 22:006 1396 0.012 6 1396 0.310 6 1396 0.32222:00 - 23:00

23:00 - 24:00Total Rates: 3 7.240 3 6.598 7 3.838






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL BUS/TRAM PASSENGERSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.105 2 1424 0.035 2 1424 0.14006:00 - 07:006 1396 0.095 6 1396 0.084 6 1396 0.17907:00 - 08:006 1396 0.322 6 1396 0.191 6 1396 0.51308:00 - 09:006 1396 0.394 6 1396 0.346 6 1396 0.74009:00 - 10:006 1396 0.406 6 1396 0.251 6 1396 0.65710:00 - 11:007 1418 0.624 7 1418 0.443 7 1418 1.06711:00 - 12:007 1418 0.564 7 1418 0.453 7 1418 1.01712:00 - 13:007 1418 0.574 7 1418 0.403 7 1418 0.97713:00 - 14:007 1418 0.604 7 1418 0.463 7 1418 1.06714:00 - 15:007 1418 0.413 7 1418 0.524 7 1418 0.93715:00 - 16:007 1418 0.282 7 1418 0.564 7 1418 0.84616:00 - 17:006 1396 0.251 6 1396 0.406 6 1396 0.65717:00 - 18:006 1396 0.334 6 1396 0.370 6 1396 0.70418:00 - 19:006 1396 0.191 6 1396 0.382 6 1396 0.57319:00 - 20:006 1396 0.131 6 1396 0.215 6 1396 0.34620:00 - 21:006 1396 0.060 6 1396 0.107 6 1396 0.16721:00 - 22:006 1396 0.012 6 1396 0.060 6 1396 0.07222:00 - 23:00

23:00 - 24:00Total Rates: 5.362 5.297 1 0.659






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL TOTAL RAIL PASSENGERSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.000 2 1424 0.000 2 1424 0.00006:00 - 07:006 1396 0.024 6 1396 0.012 6 1396 0.03607:00 - 08:006 1396 0.048 6 1396 0.036 6 1396 0.08408:00 - 09:006 1396 0.060 6 1396 0.060 6 1396 0.12009:00 - 10:006 1396 0.024 6 1396 0.036 6 1396 0.06010:00 - 11:007 1418 0.040 7 1418 0.030 7 1418 0.07011:00 - 12:007 1418 0.020 7 1418 0.030 7 1418 0.05012:00 - 13:007 1418 0.030 7 1418 0.000 7 1418 0.03013:00 - 14:007 1418 0.010 7 1418 0.030 7 1418 0.04014:00 - 15:007 1418 0.020 7 1418 0.010 7 1418 0.03015:00 - 16:007 1418 0.050 7 1418 0.030 7 1418 0.08016:00 - 17:006 1396 0.012 6 1396 0.048 6 1396 0.06017:00 - 18:006 1396 0.060 6 1396 0.036 6 1396 0.09618:00 - 19:006 1396 0.024 6 1396 0.036 6 1396 0.06019:00 - 20:006 1396 0.024 6 1396 0.060 6 1396 0.08420:00 - 21:006 1396 0.024 6 1396 0.024 6 1396 0.04821:00 - 22:006 1396 0.000 6 1396 0.000 6 1396 0.00022:00 - 23:00

23:00 - 24:00Total Rates: 0.470 0.478 0.948






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL TOTAL PEOPLECalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 1.088 2 1424 0.176 2 1424 1.26406:00 - 07:006 1396 1.599 6 1396 0.418 6 1396 2.01707:00 - 08:006 1396 7.567 6 1396 5.335 6 1396 12.90208:00 - 09:006 1396 10.169 6 1396 9.620 6 1396 19.78909:00 - 10:006 1396 15.791 6 1396 13.917 6 1396 29.70810:00 - 11:007 1418 18.644 7 1418 17.405 7 1418 36.04911:00 - 12:007 1418 19.158 7 1418 20.004 7 1418 39.16212:00 - 13:007 1418 21.253 7 1418 18.745 7 1418 39.99813:00 - 14:007 1418 18.644 7 1418 18.231 7 1418 36.87514:00 - 15:007 1418 19.329 7 1418 20.951 7 1418 40.28015:00 - 16:007 1418 19.007 7 1418 19.772 7 1418 38.77916:00 - 17:006 1396 15.588 6 1396 15.553 6 1396 31.14117:00 - 18:006 1396 12.688 6 1396 13.631 6 1396 26.31918:00 - 19:006 1396 7.818 6 1396 10.229 6 1396 18.04719:00 - 20:006 1396 5.896 6 1396 7.257 6 1396 13.15320:00 - 21:006 1396 2.733 6 1396 3.724 6 1396 6.45721:00 - 22:006 1396 0.131 6 1396 1.003 6 1396 1.13422:00 - 23:00

23:00 - 24:00Total Rates: 197.103 195.971 393.074






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL CARSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.351 2 1424 0.105 2 1424 0.45606:00 - 07:006 1396 0.597 6 1396 0.131 6 1396 0.72807:00 - 08:006 1396 4.297 6 1396 2.757 6 1396 7.05408:00 - 09:006 1396 5.705 6 1396 5.407 6 1396 11.11209:00 - 10:006 1396 8.928 6 1396 7.842 6 1396 16.77010:00 - 11:007 1418 9.871 7 1418 9.126 7 1418 18.99711:00 - 12:007 1418 9.579 7 1418 10.042 7 1418 19.62112:00 - 13:007 1418 9.539 7 1418 8.753 7 1418 18.29213:00 - 14:007 1418 8.310 7 1418 8.310 7 1418 16.62014:00 - 15:007 1418 8.944 7 1418 9.690 7 1418 18.63415:00 - 16:007 1418 8.270 7 1418 9.015 7 1418 17.28516:00 - 17:006 1396 6.995 6 1396 6.732 6 1396 13.72717:00 - 18:006 1396 5.144 6 1396 6.338 6 1396 11.48218:00 - 19:006 1396 3.354 6 1396 4.237 6 1396 7.59119:00 - 20:006 1396 2.220 6 1396 2.554 6 1396 4.77420:00 - 21:006 1396 1.062 6 1396 1.611 6 1396 2.67321:00 - 22:006 1396 0.095 6 1396 0.489 6 1396 0.58422:00 - 23:00

23:00 - 24:00Total Rates: 9 3.261 9 3.139 186.400






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL LGVSCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.000 2 1424 0.000 2 1424 0.00006:00 - 07:006 1396 0.119 6 1396 0.036 6 1396 0.15507:00 - 08:006 1396 0.239 6 1396 0.203 6 1396 0.44208:00 - 09:006 1396 0.286 6 1396 0.227 6 1396 0.51309:00 - 10:006 1396 0.286 6 1396 0.239 6 1396 0.52510:00 - 11:007 1418 0.242 7 1418 0.262 7 1418 0.50411:00 - 12:007 1418 0.222 7 1418 0.232 7 1418 0.45412:00 - 13:007 1418 0.403 7 1418 0.272 7 1418 0.67513:00 - 14:007 1418 0.393 7 1418 0.373 7 1418 0.76614:00 - 15:007 1418 0.232 7 1418 0.272 7 1418 0.50415:00 - 16:007 1418 0.171 7 1418 0.181 7 1418 0.35216:00 - 17:006 1396 0.215 6 1396 0.227 6 1396 0.44217:00 - 18:006 1396 0.167 6 1396 0.191 6 1396 0.35818:00 - 19:006 1396 0.119 6 1396 0.227 6 1396 0.34619:00 - 20:006 1396 0.131 6 1396 0.167 6 1396 0.29820:00 - 21:006 1396 0.095 6 1396 0.095 6 1396 0.19021:00 - 22:006 1396 0.012 6 1396 0.012 6 1396 0.02422:00 - 23:00

23:00 - 24:00Total Rates: 3.332 3.216 6.548






Parameter summary




TRIP RATE for Land Use 01 - RETAIL/C - DISCOUNT FOOD STORESMULTI-MODAL MOTOR CYCLESCalculation factor: 100 sqmBOLD print indicates peak (busiest) period



2 1424 0.000 2 1424 0.000 2 1424 0.00006:00 - 07:006 1396 0.012 6 1396 0.000 6 1396 0.01207:00 - 08:006 1396 0.000 6 1396 0.012 6 1396 0.01208:00 - 09:006 1396 0.024 6 1396 0.012 6 1396 0.03609:00 - 10:006 1396 0.000 6 1396 0.012 6 1396 0.01210:00 - 11:007 1418 0.030 7 1418 0.020 7 1418 0.05011:00 - 12:007 1418 0.010 7 1418 0.010 7 1418 0.02012:00 - 13:007 1418 0.030 7 1418 0.030 7 1418 0.06013:00 - 14:007 1418 0.030 7 1418 0.020 7 1418 0.05014:00 - 15:007 1418 0.020 7 1418 0.050 7 1418 0.07015:00 - 16:007 1418 0.000 7 1418 0.000 7 1418 0.00016:00 - 17:006 1396 0.000 6 1396 0.012 6 1396 0.01217:00 - 18:006 1396 0.012 6 1396 0.012 6 1396 0.02418:00 - 19:006 1396 0.000 6 1396 0.000 6 1396 0.00019:00 - 20:006 1396 0.036 6 1396 0.012 6 1396 0.04820:00 - 21:006 1396 0.000 6 1396 0.024 6 1396 0.02421:00 - 22:006 1396 0.000 6 1396 0.000 6 1396 0.00022:00 - 23:00

23:00 - 24:00Total Rates: 0.204 0.226 0.430






Parameter summary




Time Range/Peak Period SelectionDirection: Totals / Use All Times



Appendix J Net Development Traffic

Junction 1: Site AccessPeak Hour: AM (08:00-09:00)

Arrival Departure Departure ArrivalA-A A-B A-C B-A B-B B-C C-A C-B C-C

LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT0800-0815 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.7 0.0 0.7 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.4 0.0 0.4 0.0 0.0 0.00815-0830 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.7 0.0 0.7 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.4 0.0 0.4 0.0 0.0 0.00830-0845 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.7 0.0 0.7 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.4 0.0 0.4 0.0 0.0 0.00845-0900 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.7 0.0 0.7 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.4 0.0 0.4 0.0 0.0 0.0TOTAL 0.0 0.0 0.0 3.3 0.0 3.3 0.0 0.0 0.0 2.6 0.0 2.6 0.0 0.0 0.0 1.4 0.0 1.4 0.0 0.0 0.0 1.7 0.0 1.7 0.0 0.0 0.0




A 0.0 3.3 0.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 2.6 0.0 1.4 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.0 1.7 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0.0 0.8 0.0 A 0.0 0.8 0.0 A 0.0 0.8 0.0 A 0.0 0.8 0.0B 0.7 0.0 0.3 B 0.7 0.0 0.3 B 0.7 0.0 0.3 B 0.7 0.0 0.3C 0.0 0.4 0.0 C 0.0 0.4 0.0 C 0.0 0.4 0.0 C 0.0 0.4 0.0

TIME PERIOD



LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT0800-0815 0.0 0.0 0.0 2.6 0.0 2.6 -0.5 0.0 -0.5 2.2 0.0 2.2 0.0 0.0 0.0 0.6 0.0 0.6 -0.1 0.0 -0.1 0.7 0.0 0.7 0.0 0.0 0.00815-0830 0.0 0.0 0.0 2.6 0.0 2.6 -0.5 0.0 -0.5 2.2 0.0 2.2 0.0 0.0 0.0 0.6 0.0 0.6 -0.1 0.0 -0.1 0.7 0.0 0.7 0.0 0.0 0.00830-0845 0.0 0.0 0.0 2.6 0.0 2.6 -0.5 0.0 -0.5 2.2 0.0 2.2 0.0 0.0 0.0 0.6 0.0 0.6 -0.1 0.0 -0.1 0.7 0.0 0.7 0.0 0.0 0.00845-0900 0.0 0.0 0.0 2.6 0.0 2.6 -0.5 0.0 -0.5 2.2 0.0 2.2 0.0 0.0 0.0 0.6 0.0 0.6 -0.1 0.0 -0.1 0.7 0.0 0.7 0.0 0.0 0.0TOTAL 0.0 0.0 0.0 10.4 0.0 10.4 -2.1 0.0 -2.1 8.8 0.0 8.8 0.0 0.0 0.0 2.2 0.0 2.2 -0.5 0.0 -0.5 2.6 0.0 2.6 0.0 0.0 0.0




A 0.0 10.4 -2.1 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 8.8 0.0 2.2 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C -0.5 2.6 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0.0 2.6 -0.5 A 0.0 2.6 -0.5 A 0.0 2.6 -0.5 A 0.0 2.6 -0.5B 2.2 0.0 0.6 B 2.2 0.0 0.6 B 2.2 0.0 0.6 B 2.2 0.0 0.6C -0.1 0.7 0.0 C -0.1 0.7 0.0 C -0.1 0.7 0.0 C -0.1 0.7 0.0

TIME PERIOD







A 0.0 2.0 0.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 1.3 0.0 0.7 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.0 1.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0.0 0.5 0.0 A 0.0 0.5 0.0 A 0.0 0.5 0.0 A 0.0 0.5 0.0B 0.3 0.0 0.2 B 0.3 0.0 0.2 B 0.3 0.0 0.2 B 0.3 0.0 0.2C 0.0 0.3 0.0 C 0.0 0.3 0.0 C 0.0 0.3 0.0 C 0.0 0.3 0.0

TIME PERIOD



0800-0815 0 0 0 5 0 5 -1 0 -1 4 0 4 0 0 0 2 0 2 -1 0 -1 2 0 2 0 0 00815-0830 0 0 0 5 0 5 -1 0 -1 4 0 4 0 0 0 2 0 2 -1 0 -1 2 0 2 0 0 00830-0845 0 0 0 5 0 5 -1 0 -1 4 0 4 0 0 0 2 0 2 -1 0 -1 2 0 2 0 0 00845-0900 0 0 0 5 0 5 -1 0 -1 4 0 4 0 0 0 2 0 2 -1 0 -1 2 0 2 0 0 0TOTAL 0 0 0 18 0 18 -5 0 -5 15 0 15 0 0 0 6 0 6 -3 0 -3 8 0 8 0 0 0




A 0 18.26263 -4.70626 A 0 0 0 A 0.0% 0.0% 0.0%B 14.62626 0 6.373737 B 0 0 0 B 0.0% 0.0% 0.0%C -2.89374 7.737374 0 C 0 0 0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 4.565657 -1.17657 A 0 4.565657 -1.17657 A 0 4.565657 -1.17657 A 0 4.565657 -1.17657B 3.656566 0 1.593434 B 3.656566 0 1.593434 B 3.656566 0 1.593434 B 3.656566 0 1.593434C -0.72343 1.934343 0 C -0.72343 1.934343 0 C -0.72343 1.934343 0 C -0.72343 1.934343 0

TIME PERIOD







A 0.0 36.0 -36.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 27.2 0.0 6.8 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C -9.0 9.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0.0 9.0 -9.0 A 0.0 9.0 -9.0 A 0.0 9.0 -9.0 A 0.0 9.0 -9.0B 6.8 0.0 1.7 B 6.8 0.0 1.7 B 6.8 0.0 1.7 B 6.8 0.0 1.7C -2.3 2.3 0.0 C -2.3 2.3 0.0 C -2.3 2.3 0.0 C -2.3 2.3 0.0

TIME PERIOD



LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT0800-0815 0% 0% 0% 65% 65% 65% 0% 0% 0% 65% 65% 65% 0% 0% 0% 35% 35% 35% 0% 0% 0% 35% 35% 35% 0% 0% 0%0815-0830 0% 0% 0% 65% 65% 65% 0% 0% 0% 65% 65% 65% 0% 0% 0% 35% 35% 35% 0% 0% 0% 35% 35% 35% 0% 0% 0%0830-0845 0% 0% 0% 65% 65% 65% 0% 0% 0% 65% 65% 65% 0% 0% 0% 35% 35% 35% 0% 0% 0% 35% 35% 35% 0% 0% 0%0845-0900 0% 0% 0% 65% 65% 65% 0% 0% 0% 65% 65% 65% 0% 0% 0% 35% 35% 35% 0% 0% 0% 35% 35% 35% 0% 0% 0%TOTAL 0% 0% 0% 65% 65% 65% 0% 0% 0% 65% 65% 65% 0% 0% 0% 35% 35% 35% 0% 0% 0% 35% 35% 35% 0% 0% 0%




A 0 2.618182 0 A 0 0.654545 0 A 0.0% 25.0% 0.0%B 2.618182 0 1.381818 B 0.654545 0 0.345455 B 25.0% 0.0% 25.0%C 0 1.381818 0 C 0 0.345455 0 C 0.0% 25.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 0.654545 0 A 0 0.654545 0 A 0 0.654545 0 A 0 0.654545 0B 0.654545 0 0.345455 B 0.654545 0 0.345455 B 0.654545 0 0.345455 B 0.654545 0 0.345455C 0 0.345455 0 C 0 0.345455 0 C 0 0.345455 0 C 0 0.345455 0

TIME PERIOD







A 0.0 2.6 -2.6 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 1.9 0.0 2.1 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C -2.4 2.4 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0.0 0.7 -0.7 A 0.0 0.7 -0.7 A 0.0 0.7 -0.7 A 0.0 0.7 -0.7B 0.5 0.0 0.5 B 0.5 0.0 0.5 B 0.5 0.0 0.5 B 0.5 0.0 0.5C -0.6 0.6 0.0 C -0.6 0.6 0.0 C -0.6 0.6 0.0 C -0.6 0.6 0.0

TIME PERIOD

Junction 1: Site AccessPeak Hour: PM (17:00-18:00)






A 0 1.601116 0 A 0 0.400279 0 A 0.0% 25.0% 0.0%B 2.398884 0 1.601116 B 0.599721 0 0.400279 B 25.0% 0.0% 25.0%C 0 2.398884 0 C 0 0.599721 0 C 0.0% 25.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 0.400279 0 A 0 0.400279 0 A 0 0.400279 0 A 0 0.400279 0B 0.599721 0 0.400279 B 0.599721 0 0.400279 B 0.599721 0 0.400279 B 0.599721 0 0.400279C 0 0.599721 0 C 0 0.599721 0 C 0 0.599721 0 C 0 0.599721 0

TIME PERIOD







A 0.0 6.3 0.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 4.9 0.0 2.1 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.0 2.7 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 0730-0745 0745-1800A B C A B C A B C A B C

A 0.0 1.6 0.0 A 0.0 1.6 0.0 A 0.0 1.6 0.0 A 0.0 1.6 0.0B 1.2 0.0 0.5 B 1.2 0.0 0.5 B 1.2 0.0 0.5 B 1.2 0.0 0.5C 0.0 0.7 0.0 C 0.0 0.7 0.0 C 0.0 0.7 0.0 C 0.0 0.7 0.0

TIME PERIOD







A 0 2.10101 0 A 0 0.525253 0 A 0.0% 25.0% 0.0%B 1.89899 0 2.10101 B 0.474747 0 0.525253 B 25.0% 0.0% 25.0%C 0 1.89899 0 C 0 0.474747 0 C 0.0% 25.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 0.525253 0 A 0 0.525253 0 A 0 0.525253 0 A 0 0.525253 0B 0.474747 0 0.525253 B 0.474747 0 0.525253 B 0.474747 0 0.525253 B 0.474747 0 0.525253C 0 0.474747 0 C 0 0.474747 0 C 0 0.474747 0 C 0 0.474747 0

TIME PERIOD

Junction 1: Site AccessPeak Hour: Sat (12:00-13:00)






A 0.0 3.2 0.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 4.1 0.0 4.9 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.0 3.8 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 0.8 0.0 A 0.0 0.8 0.0 A 0.0 0.8 0.0 A 0.0 0.8 0.0B 1.0 0.0 1.2 B 1.0 0.0 1.2 B 1.0 0.0 1.2 B 1.0 0.0 1.2C 0.0 1.0 0.0 C 0.0 1.0 0.0 C 0.0 1.0 0.0 C 0.0 1.0 0.0

TIME PERIOD







A 0 2.189024 0 A 0 0.547256 0 A 0.0% 25.0% 0.0%B 1.810976 0 2.189024 B 0.452744 0 0.547256 B 25.0% 0.0% 25.0%C 0 1.810976 0 C 0 0.452744 0 C 0.0% 25.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0.547256 0 A 0 0.547256 0 A 0 0.547256 0 A 0 0.547256 0B 0.452744 0 0.547256 B 0.452744 0 0.547256 B 0.452744 0 0.547256 B 0.452744 0 0.547256C 0 0.452744 0 C 0 0.452744 0 C 0 0.452744 0 C 0 0.452744 0

TIME PERIOD







A 0 2.618182 0 A 0 0.654545 0 A 0.0% 25.0% 0.0%B 2.618182 0 1.381818 B 0.654545 0 0.345455 B 25.0% 0.0% 25.0%C 0 1.381818 0 C 0 0.345455 0 C 0.0% 25.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 0.654545 0 A 0 0.654545 0 A 0 0.654545 0 A 0 0.654545 0B 0.654545 0 0.345455 B 0.654545 0 0.345455 B 0.654545 0 0.345455 B 0.654545 0 0.345455C 0 0.345455 0 C 0 0.345455 0 C 0 0.345455 0 C 0 0.345455 0

TIME PERIOD







A 0 2.790698 0 A 0 0.697674 0 A 0.0% 25.0% 0.0%B 2.790698 0 1.209302 B 0.697674 0 0.302326 B 25.0% 0.0% 25.0%C 0 1.209302 0 C 0 0.302326 0 C 0.0% 25.0% 0.0%

1700-1715 1715-1730 0730-0745 0745-1800A B C A B C A B C A B C

A 0 0.697674 0 A 0 0.697674 0 A 0 0.697674 0 A 0 0.697674 0B 0.697674 0 0.302326 B 0.697674 0 0.302326 B 0.697674 0 0.302326 B 0.697674 0 0.302326C 0 0.302326 0 C 0 0.302326 0 C 0 0.302326 0 C 0 0.302326 0

TIME PERIOD







A 0.0 7.2 -7.2 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 8.4 0.0 5.6 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C -10.8 10.8 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0.0 1.8 -1.8 A 0.0 1.8 -1.8 A 0.0 1.8 -1.8 A 0.0 1.8 -1.8B 2.1 0.0 1.4 B 2.1 0.0 1.4 B 2.1 0.0 1.4 B 2.1 0.0 1.4C -2.7 2.7 0.0 C -2.7 2.7 0.0 C -2.7 2.7 0.0 C -2.7 2.7 0.0

TIME PERIOD







A 0.0 12.6 0.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 9.8 0.0 4.2 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.0 5.4 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0.0 3.1 0.0 A 0.0 3.1 0.0 A 0.0 3.1 0.0 A 0.0 3.1 0.0B 2.4 0.0 1.1 B 2.4 0.0 1.1 B 2.4 0.0 1.1 B 2.4 0.0 1.1C 0.0 1.4 0.0 C 0.0 1.4 0.0 C 0.0 1.4 0.0 C 0.0 1.4 0.0

TIME PERIOD







A 0 2.790698 0 A 0 0.697674 0 A 0.0% 25.0% 0.0%B 2.790698 0 1.209302 B 0.697674 0 0.302326 B 25.0% 0.0% 25.0%C 0 1.209302 0 C 0 0.302326 0 C 0.0% 25.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 0.697674 0 A 0 0.697674 0 A 0 0.697674 0 A 0 0.697674 0B 0.697674 0 0.302326 B 0.697674 0 0.302326 B 0.697674 0 0.302326 B 0.697674 0 0.302326C 0 0.302326 0 C 0 0.302326 0 C 0 0.302326 0 C 0 0.302326 0

TIME PERIOD



1700-1715 0 0 0 16 0 16 -11 0 -11 13 0 13 0 0 0 5 0 5 -5 0 -5 7 0 7 0 0 01715-1730 0 0 0 16 0 16 -11 0 -11 13 0 13 0 0 0 5 0 5 -5 0 -5 7 0 7 0 0 01730-1745 0 0 0 16 0 16 -11 0 -11 13 0 13 0 0 0 5 0 5 -5 0 -5 7 0 7 0 0 01745-1800 0 0 0 16 0 16 -11 0 -11 13 0 13 0 0 0 5 0 5 -5 0 -5 7 0 7 0 0 0TOTAL 0 0 0 62 0 62 -43 0 -43 50 0 50 0 0 0 19 0 19 -20 0 -20 28 0 28 0 0 0




A 0 62.04223 -43.205 A 0 0 0 A 0.0% 0.0% 0.0%B 50.24726 0 18.75274 B 0 0 0 B 0.0% 0.0% 0.0%C -19.795 27.95777 0 C 0 0 0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 15.51056 -10.8013 A 0 15.51056 -10.8013 A 0 15.51056 -10.8013 A 0 15.51056 -10.8013B 12.56181 0 4.688186 B 12.56181 0 4.688186 B 12.56181 0 4.688186 B 12.56181 0 4.688186C -4.94874 6.989442 0 C -4.94874 6.989442 0 C -4.94874 6.989442 0 C -4.94874 6.989442 0

TIME PERIOD







A 0 1.810526 0 A 0 0.452632 0 A 0.0% 25.0% 0.0%B 1.810526 0 2.189474 B 0.452632 0 0.547368 B 25.0% 0.0% 25.0%C 0 2.189474 0 C 0 0.547368 0 C 0.0% 25.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0.452632 0 A 0 0.452632 0 A 0 0.452632 0 A 0 0.452632 0B 0.452632 0 0.547368 B 0.452632 0 0.547368 B 0.452632 0 0.547368 B 0.452632 0 0.547368C 0 0.547368 0 C 0 0.547368 0 C 0 0.547368 0 C 0 0.547368 0

TIME PERIOD



1200-1215 0 0 0 12 0 12 -10 0 -10 15 0 15 0 0 0 7 0 7 -3 0 -3 6 0 6 0 0 01215-1230 0 0 0 12 0 12 -10 0 -10 15 0 15 0 0 0 7 0 7 -3 0 -3 6 0 6 0 0 01230-1245 0 0 0 12 0 12 -10 0 -10 15 0 15 0 0 0 7 0 7 -3 0 -3 6 0 6 0 0 01245-1300 0 0 0 12 0 12 -10 0 -10 15 0 15 0 0 0 7 0 7 -3 0 -3 6 0 6 0 0 0TOTAL 0 0 0 49 0 49 -41 0 -41 61 0 61 0 0 0 27 0 27 -14 0 -14 24 0 24 0 0 0




A 0 49.36719 -41.2198 A 0 0 0 A 0.0% 0.0% 0.0%B 60.74894 0 27.05106 B 0 0 0 B 0.0% 0.0% 0.0%C -13.7802 23.63281 0 C 0 0 0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 12.3418 -10.305 A 0 12.3418 -10.305 A 0 12.3418 -10.305 A 0 12.3418 -10.305B 15.18724 0 6.762765 B 15.18724 0 6.762765 B 15.18724 0 6.762765 B 15.18724 0 6.762765C -3.44505 5.908204 0 C -3.44505 5.908204 0 C -3.44505 5.908204 0 C -3.44505 5.908204 0

TIME PERIOD

Junction 1: Site AccessPeak Hour: SAT (12:00-13:00)






A 0.0 35.2 -35.2 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 44.0 0.0 6.8 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C -8.8 8.8 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 8.8 -8.8 A 0.0 8.8 -8.8 A 0.0 8.8 -8.8 A 0.0 8.8 -8.8B 11.0 0.0 1.7 B 11.0 0.0 1.7 B 11.0 0.0 1.7 B 11.0 0.0 1.7C -2.2 2.2 0.0 C -2.2 2.2 0.0 C -2.2 2.2 0.0 C -2.2 2.2 0.0

TIME PERIOD

Junction 1: Site AccessPeak Hour: SAT (12:00-13:00)






A 0.0 6.0 -6.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 6.3 0.0 7.7 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C -5.0 5.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 1.5 -1.5 A 0.0 1.5 -1.5 A 0.0 1.5 -1.5 A 0.0 1.5 -1.5B 1.6 0.0 1.9 B 1.6 0.0 1.9 B 1.6 0.0 1.9 B 1.6 0.0 1.9C -1.2 1.2 0.0 C -1.2 1.2 0.0 C -1.2 1.2 0.0 C -1.2 1.2 0.0

TIME PERIOD







A 0.0 5.0 0.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 6.3 0.0 7.7 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.0 6.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 1.2 0.0 A 0.0 1.2 0.0 A 0.0 1.2 0.0 A 0.0 1.2 0.0B 1.6 0.0 1.9 B 1.6 0.0 1.9 B 1.6 0.0 1.9 B 1.6 0.0 1.9C 0.0 1.5 0.0 C 0.0 1.5 0.0 C 0.0 1.5 0.0 C 0.0 1.5 0.0

TIME PERIOD







A 0 1.810526 0 A 0 0.452632 0 A 0.0% 25.0% 0.0%B 1.810526 0 2.189474 B 0.452632 0 0.547368 B 25.0% 0.0% 25.0%C 0 2.189474 0 C 0 0.547368 0 C 0.0% 25.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0.452632 0 A 0 0.452632 0 A 0 0.452632 0 A 0 0.452632 0B 0.452632 0 0.547368 B 0.452632 0 0.547368 B 0.452632 0 0.547368 B 0.452632 0 0.547368C 0 0.547368 0 C 0 0.547368 0 C 0 0.547368 0 C 0 0.547368 0

TIME PERIOD

Junction 1: Site AccessPeak Hour: SUM (12:00-13:00)






A 0.0 4.5 0.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 4.0 0.0 4.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.0 4.5 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 1.1 0.0 A 0.0 1.1 0.0 A 0.0 1.1 0.0 A 0.0 1.1 0.0B 1.0 0.0 1.0 B 1.0 0.0 1.0 B 1.0 0.0 1.0 B 1.0 0.0 1.0C 0.0 1.1 0.0 C 0.0 1.1 0.0 C 0.0 1.1 0.0 C 0.0 1.1 0.0

TIME PERIOD

Junction 1: Site AccessPeak Hour: Sun (12:00-13:00)






A 0 2.021505 0 A 0 0.505376 0 A 0.0% 25.0% 0.0%B 2.021505 0 1.978495 B 0.505376 0 0.494624 B 25.0% 0.0% 25.0%C 0 1.978495 0 C 0 0.494624 0 C 0.0% 25.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0.505376 0 A 0 0.505376 0 A 0 0.505376 0 A 0 0.505376 0B 0.505376 0 0.494624 B 0.505376 0 0.494624 B 0.505376 0 0.494624 B 0.505376 0 0.494624C 0 0.494624 0 C 0 0.494624 0 C 0 0.494624 0 C 0 0.494624 0

TIME PERIOD

Junction 1: Site AccessPeak Hour: SUN (12:00-13:00)






A 0.0 41.6 -41.6 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 40.0 0.0 10.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C -10.4 10.4 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 10.4 -10.4 A 0.0 10.4 -10.4 A 0.0 10.4 -10.4 A 0.0 10.4 -10.4B 10.0 0.0 2.5 B 10.0 0.0 2.5 B 10.0 0.0 2.5 B 10.0 0.0 2.5C -2.6 2.6 0.0 C -2.6 2.6 0.0 C -2.6 2.6 0.0 C -2.6 2.6 0.0

TIME PERIOD







A 0.0 7.1 -7.1 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 5.9 0.0 7.1 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C -5.9 5.9 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 1.8 -1.8 A 0.0 1.8 -1.8 A 0.0 1.8 -1.8 A 0.0 1.8 -1.8B 1.5 0.0 1.8 B 1.5 0.0 1.8 B 1.5 0.0 1.8 B 1.5 0.0 1.8C -1.5 1.5 0.0 C -1.5 1.5 0.0 C -1.5 1.5 0.0 C -1.5 1.5 0.0

TIME PERIOD







A 0 2.189024 0 A 0 0.547256 0 A 0.0% 25.0% 0.0%B 1.810976 0 2.189024 B 0.452744 0 0.547256 B 25.0% 0.0% 25.0%C 0 1.810976 0 C 0 0.452744 0 C 0.0% 25.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0.547256 0 A 0 0.547256 0 A 0 0.547256 0 A 0 0.547256 0B 0.452744 0 0.547256 B 0.452744 0 0.547256 B 0.452744 0 0.547256 B 0.452744 0 0.547256C 0 0.452744 0 C 0 0.452744 0 C 0 0.452744 0 C 0 0.452744 0

TIME PERIOD







A 0.0 6.6 0.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 6.6 0.0 6.4 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.0 6.4 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 1.6 0.0 A 0.0 1.6 0.0 A 0.0 1.6 0.0 A 0.0 1.6 0.0B 1.6 0.0 1.6 B 1.6 0.0 1.6 B 1.6 0.0 1.6 B 1.6 0.0 1.6C 0.0 1.6 0.0 C 0.0 1.6 0.0 C 0.0 1.6 0.0 C 0.0 1.6 0.0

TIME PERIOD







A 0 2.021505 0 A 0 0.505376 0 A 0.0% 25.0% 0.0%B 2.021505 0 1.978495 B 0.505376 0 0.494624 B 25.0% 0.0% 25.0%C 0 1.978495 0 C 0 0.494624 0 C 0.0% 25.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0.505376 0 A 0 0.505376 0 A 0 0.505376 0 A 0 0.505376 0B 0.505376 0 0.494624 B 0.505376 0 0.494624 B 0.505376 0 0.494624 B 0.505376 0 0.494624C 0 0.494624 0 C 0 0.494624 0 C 0 0.494624 0 C 0 0.494624 0

TIME PERIOD



1200-1215 0 0 0 15 0 15 -12 0 -12 14 0 14 0 0 0 7 0 7 -4 0 -4 7 0 7 0 0 01215-1230 0 0 0 15 0 15 -12 0 -12 14 0 14 0 0 0 7 0 7 -4 0 -4 7 0 7 0 0 01230-1245 0 0 0 15 0 15 -12 0 -12 14 0 14 0 0 0 7 0 7 -4 0 -4 7 0 7 0 0 01245-1300 0 0 0 15 0 15 -12 0 -12 14 0 14 0 0 0 7 0 7 -4 0 -4 7 0 7 0 0 0TOTAL 0 0 0 60 0 60 -49 0 -49 56 0 56 0 0 0 28 0 28 -16 0 -16 27 0 27 0 0 0




A 0 59.83261 -48.7143 A 0 0 0 A 0.0% 0.0% 0.0%B 56.49857 0 27.50143 B 0 0 0 B 0.0% 0.0% 0.0%C -16.2857 27.16739 0 C 0 0 0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 14.95815 -12.1786 A 0 14.95815 -12.1786 A 0 14.95815 -12.1786 A 0 14.95815 -12.1786B 14.12464 0 6.875357 B 14.12464 0 6.875357 B 14.12464 0 6.875357 B 14.12464 0 6.875357C -4.07142 6.791848 0 C -4.07142 6.791848 0 C -4.07142 6.791848 0 C -4.07142 6.791848 0

TIME PERIOD

Junction 1: Site AccessPeak Hour: ALL




Vehicles per MinuteTIME FROM A FROM B FROM C

00-15 0.05 0.07 0.0115-30 0.05 0.07 0.01 30-45 0.05 0.07 0.0145-00 0.05 0.07 0.01


A 0 3.2 0 A 0 0.8 0 A 0.0% 25.0% 0.0%B 3.2 0 0.8 B 0.8 0 0.2 B 25.0% 0.0% 25.0%C 0 0.8 0 C 0 0.2 0 C 0.0% 25.0% 0.0%

00-15 15-30 30-45 45-00A B C A B C A B C A B C

A 0 0.8 0 A 0 0.8 0 A 0 0.8 0 A 0 0.8 0B 0.8 0 0.2 B 0.8 0 0.2 B 0.8 0 0.2 B 0.8 0 0.2C 0 0.2 0 C 0 0.2 0 C 0 0.2 0 C 0 0.2 0

TIME PERIOD

Junction 2: Bexley MiniPeak Hour: PM (17:00-18:00)

Departure Departure Arrival ArrivalA-A A-B A-C B-A B-B B-C C-A C-B C-C





A 0 0.191201 1.018102 A 0 0.0478 0.254525 A 0.0% 25.0% 25.0%B 0.191201 0 0 B 0.0478 0 0 B 25.0% 0.0% 0.0%C 1.018102 0 0 C 0.254525 0 0 C 25.0% 0.0% 0.0%

1700-1715 1715-1730 0730-0745 0745-1800A B C A B C A B C A B C

A 0 0.0478 0.254525 A 0 0.0478 0.254525 A 0 0.0478 0.254525 A 0 0.0478 0.254525B 0.0478 0 0 B 0.0478 0 0 B 0.0478 0 0 B 0.0478 0 0C 0.254525 0 0 C 0.254525 0 0 C 0.254525 0 0 C 0.254525 0 0

TIME PERIOD

Junction 2: Bexley MiniPeak Hour: AM (08:00-09:00)


LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT

0800-0815 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0815-0830 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0

0830-0845 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.00845-0900 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0

TOTAL 0.0 0.0 0.0 0.1 0.0 0.1 0.6 0.0 0.6 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.0 0.9 0.0 0.0 0.0 0.0 0.0 0.0HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0%

Vehicles per Minute


0800-0815 0.01 0.00 0.01

0815-0830 0.01 0.00 0.01

0830-0845 0.01 0.00 0.010845-0900 0.01 0.00 0.01


A B C A B C A B C

A 0.0 0.1 0.6 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%

B 0.2 0.0 0.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.9 0.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900


A 0.0 0.0 0.1 A 0.0 0.0 0.1 A 0.0 0.0 0.1 A 0.0 0.0 0.1

B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0C 0.2 0.0 0.0 C 0.2 0.0 0.0 C 0.2 0.0 0.0 C 0.2 0.0 0.0

TIME PERIOD







A 0 0.204995 1.176823 A 0 0.051249 0.294206 A 0.0% 25.0% 25.0%B 0.204995 0 0 B 0.051249 0 0 B 25.0% 0.0% 0.0%C 1.176823 0 0 C 0.294206 0 0 C 25.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 0.051249 0.294206 A 0 0.051249 0.294206 A 0 0.051249 0.294206 A 0 0.051249 0.294206B 0.051249 0 0 B 0.051249 0 0 B 0.051249 0 0 B 0.051249 0 0C 0.294206 0 0 C 0.294206 0 0 C 0.294206 0 0 C 0.294206 0 0

TIME PERIOD




0800-0815 0.0 0.0 0.0 0.1 0.0 0.1 0.4 0.0 0.4 0.1 0.0 0.1 0.0 0.0 0.0 -0.1 0.0 -0.1 0.4 0.0 0.4 -0.1 0.0 -0.1 0.0 0.0 0.0

0815-0830 0.0 0.0 0.0 0.1 0.0 0.1 0.4 0.0 0.4 0.1 0.0 0.1 0.0 0.0 0.0 -0.1 0.0 -0.1 0.4 0.0 0.4 -0.1 0.0 -0.1 0.0 0.0 0.0

0830-0845 0.0 0.0 0.0 0.1 0.0 0.1 0.4 0.0 0.4 0.1 0.0 0.1 0.0 0.0 0.0 -0.1 0.0 -0.1 0.4 0.0 0.4 -0.1 0.0 -0.1 0.0 0.0 0.00845-0900 0.0 0.0 0.0 0.1 0.0 0.1 0.4 0.0 0.4 0.1 0.0 0.1 0.0 0.0 0.0 -0.1 0.0 -0.1 0.4 0.0 0.4 -0.1 0.0 -0.1 0.0 0.0 0.0

TOTAL 0.0 0.0 0.0 0.3 0.0 0.3 1.5 0.0 1.5 0.3 0.0 0.3 0.0 0.0 0.0 -0.5 0.0 -0.5 1.8 0.0 1.8 -0.5 0.0 -0.5 0.0 0.0 0.0HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0%

Vehicles per Minute


0800-0815 0.03 0.00 0.02

0815-0830 0.03 0.00 0.02

0830-0845 0.03 0.00 0.020845-0900 0.03 0.00 0.02


A B C A B C A B C

A 0.0 0.3 1.5 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%

B 0.3 0.0 -0.5 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 1.8 -0.5 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900


A 0.0 0.1 0.4 A 0.0 0.1 0.4 A 0.0 0.1 0.4 A 0.0 0.1 0.4

B 0.1 0.0 -0.1 B 0.1 0.0 -0.1 B 0.1 0.0 -0.1 B 0.1 0.0 -0.1C 0.4 -0.1 0.0 C 0.4 -0.1 0.0 C 0.4 -0.1 0.0 C 0.4 -0.1 0.0

TIME PERIOD




0800-0815 0.0 0.0 0.0 0.2 0.0 0.2 0.2 0.0 0.2 0.2 0.0 0.2 0.0 0.0 0.0 -0.4 0.0 -0.4 0.2 0.0 0.2 -0.4 0.0 -0.4 0.0 0.0 0.0

0815-0830 0.0 0.0 0.0 0.2 0.0 0.2 0.2 0.0 0.2 0.2 0.0 0.2 0.0 0.0 0.0 -0.4 0.0 -0.4 0.2 0.0 0.2 -0.4 0.0 -0.4 0.0 0.0 0.0

0830-0845 0.0 0.0 0.0 0.2 0.0 0.2 0.2 0.0 0.2 0.2 0.0 0.2 0.0 0.0 0.0 -0.4 0.0 -0.4 0.2 0.0 0.2 -0.4 0.0 -0.4 0.0 0.0 0.00845-0900 0.0 0.0 0.0 0.2 0.0 0.2 0.2 0.0 0.2 0.2 0.0 0.2 0.0 0.0 0.0 -0.4 0.0 -0.4 0.2 0.0 0.2 -0.4 0.0 -0.4 0.0 0.0 0.0

TOTAL 0.0 0.0 0.0 0.7 0.0 0.7 0.7 0.0 0.7 0.8 0.0 0.8 0.0 0.0 0.0 -1.6 0.0 -1.6 0.9 0.0 0.9 -1.6 0.0 -1.6 0.0 0.0 0.0HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0% HV = 0%

Vehicles per Minute


0800-0815 0.02 -0.01 -0.01

0815-0830 0.02 -0.01 -0.01

0830-0845 0.02 -0.01 -0.010845-0900 0.02 -0.01 -0.01


A B C A B C A B C

A 0.0 0.7 0.7 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%

B 0.8 0.0 -1.6 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.9 -1.6 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900


A 0.0 0.2 0.2 A 0.0 0.2 0.2 A 0.0 0.2 0.2 A 0.0 0.2 0.2

B 0.2 0.0 -0.4 B 0.2 0.0 -0.4 B 0.2 0.0 -0.4 B 0.2 0.0 -0.4C 0.2 -0.4 0.0 C 0.2 -0.4 0.0 C 0.2 -0.4 0.0 C 0.2 -0.4 0.0

TIME PERIOD

Junction 2: Bexley Mini

Peak Hour: AM (08:00-09:00)



0800-0815 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%

0815-0830 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%

0830-0845 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%

0845-0900 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%

TOTAL 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%HV = 0% HV = 50% HV = 50% HV = 50% HV = 0% HV = 50% HV = 50% HV = 50% HV = 0%

Vehicles per Minute


0800-0815 0.01 -0.01 0.00

0815-0830 0.01 -0.01 0.00

0830-0845 0.01 -0.01 0.00

0845-0900 0.01 -0.01 0.00


A B C A B C A B C

A 0 0.118681 0.681319 A 0 0.02967 0.17033 A 0.0% 25.0% 25.0%

B 0.118681 0 -0.8 B 0.02967 0 -0.2 B 25.0% 0.0% 25.0%

C 0.681319 -0.8 0 C 0.17033 -0.2 0 C 25.0% 25.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900


A 0 0.02967 0.17033 A 0 0.02967 0.17033 A 0 0.02967 0.17033 A 0 0.02967 0.17033

B 0.02967 0 -0.2 B 0.02967 0 -0.2 B 0.02967 0 -0.2 B 0.02967 0 -0.2

C 0.17033 -0.2 0 C 0.17033 -0.2 0 C 0.17033 -0.2 0 C 0.17033 -0.2 0

TIME

PERIOD







A 0.0 0.3 1.8 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 0.4 0.0 0.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 2.3 0.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 0730-0745 0745-1800A B C A B C A B C A B C

A 0.0 0.1 0.4 A 0.0 0.1 0.4 A 0.0 0.1 0.4 A 0.0 0.1 0.4B 0.1 0.0 0.0 B 0.1 0.0 0.0 B 0.1 0.0 0.0 B 0.1 0.0 0.0C 0.6 0.0 0.0 C 0.6 0.0 0.0 C 0.6 0.0 0.0 C 0.6 0.0 0.0

TIME PERIOD

Junction 2: Bexley Mini

Peak Hour: AM (08:00-09:00)



0800-0815 0% 0% 0% 17% 17% 17% 18% 18% 18% 17% 17% 17% 0% 0% 0% 0% 0% 0% 18% 18% 18% 0% 0% 0% 0% 0% 0%

0815-0830 0% 0% 0% 17% 17% 17% 18% 18% 18% 17% 17% 17% 0% 0% 0% 0% 0% 0% 18% 18% 18% 0% 0% 0% 0% 0% 0%

0830-0845 0% 0% 0% 17% 17% 17% 18% 18% 18% 17% 17% 17% 0% 0% 0% 0% 0% 0% 18% 18% 18% 0% 0% 0% 0% 0% 0%

0845-0900 0% 0% 0% 17% 17% 17% 18% 18% 18% 17% 17% 17% 0% 0% 0% 0% 0% 0% 18% 18% 18% 0% 0% 0% 0% 0% 0%

TOTAL 0% 0% 0% 17% 17% 17% 18% 18% 18% 17% 17% 17% 0% 0% 0% 0% 0% 0% 18% 18% 18% 0% 0% 0% 0% 0% 0%HV = 0% HV = 50% HV = 50% HV = 50% HV = 0% HV = 0% HV = 50% HV = 0% HV = 0%

Vehicles per Minute


0800-0815 0.02 0.01 0.01

0815-0830 0.02 0.01 0.01

0830-0845 0.02 0.01 0.01

0845-0900 0.02 0.01 0.01


A B C A B C A B C

A 0 0.678423 0.703395 A 0 0.169606 0.175849 A 0.0% 25.0% 25.0%

B 0.678423 0 0 B 0.169606 0 0 B 25.0% 0.0% 0.0%

C 0.703395 0 0 C 0.175849 0 0 C 25.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900


A 0 0.169606 0.175849 A 0 0.169606 0.175849 A 0 0.169606 0.175849 A 0 0.169606 0.175849

B 0.169606 0 0 B 0.169606 0 0 B 0.169606 0 0 B 0.169606 0 0

C 0.175849 0 0 C 0.175849 0 0 C 0.175849 0 0 C 0.175849 0 0

TIME

PERIOD



0800-0815 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 -1 0 -1 1 0 1 -1 0 -1 0 0 00815-0830 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 -1 0 -1 1 0 1 -1 0 -1 0 0 00830-0845 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 -1 0 -1 1 0 1 -1 0 -1 0 0 00845-0900 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 -1 0 -1 1 0 1 -1 0 -1 0 0 0TOTAL 0 0 0 1 0 1 3 0 3 1 0 1 0 0 0 -2 0 -2 4 0 4 -2 0 -2 0 0 0


Vehicles per MinuteTIME FROM A FROM B FROM C0800-0815 0.06 -0.01 0.020815-0830 0.06 -0.01 0.02 0830-0845 0.06 -0.01 0.020845-0900 0.06 -0.01 0.02


A 0 1.042019 2.790708 A 0 0 0 A 0.0% 0.0% 0.0%B 1.310346 0 -2.00329 B 0 0 0 B 0.0% 0.0% 0.0%C 3.53329 -2.0658 0 C 0 0 0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 0.260505 0.697677 A 0 0.260505 0.697677 A 0 0.260505 0.697677 A 0 0.260505 0.697677B 0.327587 0 -0.50082 B 0.327587 0 -0.50082 B 0.327587 0 -0.50082 B 0.327587 0 -0.50082C 0.883323 -0.51645 0 C 0.883323 -0.51645 0 C 0.883323 -0.51645 0 C 0.883323 -0.51645 0

TIME PERIOD



LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT1700-1715 0.0 0.0 0.0 0.2 0.0 0.2 1.1 0.0 1.1 0.3 0.0 0.3 0.0 0.0 0.0 -0.4 0.0 -0.4 1.5 0.0 1.5 -0.4 0.0 -0.4 0.0 0.0 0.01715-1730 0.0 0.0 0.0 0.2 0.0 0.2 1.1 0.0 1.1 0.3 0.0 0.3 0.0 0.0 0.0 -0.4 0.0 -0.4 1.5 0.0 1.5 -0.4 0.0 -0.4 0.0 0.0 0.01730-1745 0.0 0.0 0.0 0.2 0.0 0.2 1.1 0.0 1.1 0.3 0.0 0.3 0.0 0.0 0.0 -0.4 0.0 -0.4 1.5 0.0 1.5 -0.4 0.0 -0.4 0.0 0.0 0.01745-1800 0.0 0.0 0.0 0.2 0.0 0.2 1.1 0.0 1.1 0.3 0.0 0.3 0.0 0.0 0.0 -0.4 0.0 -0.4 1.5 0.0 1.5 -0.4 0.0 -0.4 0.0 0.0 0.0TOTAL 0.0 0.0 0.0 0.9 0.0 0.9 4.6 0.0 4.6 1.1 0.0 1.1 0.0 0.0 0.0 -1.4 0.0 -1.4 6.1 0.0 6.1 -1.7 0.0 -1.7 0.0 0.0 0.0




A 0.0 0.9 4.6 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 1.1 0.0 -1.4 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 6.1 -1.7 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0.0 0.2 1.1 A 0.0 0.2 1.1 A 0.0 0.2 1.1 A 0.0 0.2 1.1B 0.3 0.0 -0.4 B 0.3 0.0 -0.4 B 0.3 0.0 -0.4 B 0.3 0.0 -0.4C 1.5 -0.4 0.0 C 1.5 -0.4 0.0 C 1.5 -0.4 0.0 C 1.5 -0.4 0.0

TIME PERIOD



LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT1700-1715 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%1715-1730 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%1730-1745 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%1745-1800 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%TOTAL 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%




A 0 0.126486 0.673514 A 0 0.031622 0.168378 A 0.0% 25.0% 25.0%B 0.126486 0 -0.8 B 0.031622 0 -0.2 B 25.0% 0.0% 25.0%C 0.673514 -0.8 0 C 0.168378 -0.2 0 C 25.0% 25.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 0.031622 0.168378 A 0 0.031622 0.168378 A 0 0.031622 0.168378 A 0 0.031622 0.168378B 0.031622 0 -0.2 B 0.031622 0 -0.2 B 0.031622 0 -0.2 B 0.031622 0 -0.2C 0.168378 -0.2 0 C 0.168378 -0.2 0 C 0.168378 -0.2 0 C 0.168378 -0.2 0

TIME PERIOD





Vehicles per MinuteTIME FROM A FROM B FROM C1700-1715 0.07 -0.03 -0.041715-1730 0.07 -0.03 -0.04 1730-1745 0.07 -0.03 -0.041745-1800 0.07 -0.03 -0.04


A 0.0 2.4 1.8 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 3.1 0.0 -4.9 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 2.4 -4.9 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0.0 0.6 0.5 A 0.0 0.6 0.5 A 0.0 0.6 0.5 A 0.0 0.6 0.5B 0.8 0.0 -1.2 B 0.8 0.0 -1.2 B 0.8 0.0 -1.2 B 0.8 0.0 -1.2C 0.6 -1.2 0.0 C 0.6 -1.2 0.0 C 0.6 -1.2 0.0 C 0.6 -1.2 0.0

TIME PERIOD







A 0 0.681485 0.527817 A 0 0.170371 0.131954 A 0.0% 25.0% 25.0%B 0.681485 0 0 B 0.170371 0 0 B 25.0% 0.0% 0.0%C 0.527817 0 0 C 0.131954 0 0 C 25.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 0.170371 0.131954 A 0 0.170371 0.131954 A 0 0.170371 0.131954 A 0 0.170371 0.131954B 0.170371 0 0 B 0.170371 0 0 B 0.170371 0 0 B 0.170371 0 0C 0.131954 0 0 C 0.131954 0 0 C 0.131954 0 0 C 0.131954 0 0

TIME PERIOD



1700-1715 0 0 0 1 0 1 2 0 2 1 0 1 0 0 0 -2 0 -2 3 0 3 -2 0 -2 0 0 01715-1730 0 0 0 1 0 1 2 0 2 1 0 1 0 0 0 -2 0 -2 3 0 3 -2 0 -2 0 0 01730-1745 0 0 0 1 0 1 2 0 2 1 0 1 0 0 0 -2 0 -2 3 0 3 -2 0 -2 0 0 01745-1800 0 0 0 1 0 1 2 0 2 1 0 1 0 0 0 -2 0 -2 3 0 3 -2 0 -2 0 0 0TOTAL 0 0 0 4 0 4 8 0 8 5 0 5 0 0 0 -6 0 -6 11 0 11 -7 0 -7 0 0 0




A 0 3.579907 8.20893 A 0 0 0 A 0.0% 0.0% 0.0%B 4.635263 0 -6.34361 B 0 0 0 B 0.0% 0.0% 0.0%C 10.72753 -6.64448 0 C 0 0 0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 0.894977 2.052232 A 0 0.894977 2.052232 A 0 0.894977 2.052232 A 0 0.894977 2.052232B 1.158816 0 -1.5859 B 1.158816 0 -1.5859 B 1.158816 0 -1.5859 B 1.158816 0 -1.5859C 2.681882 -1.66112 0 C 2.681882 -1.66112 0 C 2.681882 -1.66112 0 C 2.681882 -1.66112 0

TIME PERIOD

Junction 2: Bexley MiniPeak Hour: Sat (12:00-13:00)




Vehicles per MinuteTIME FROM A FROM B FROM C §1200-1215 0.15 -0.02 0.071215-1230 0.15 -0.02 0.07 1230-1245 0.15 -0.02 0.071245-1300 0.15 -0.02 0.07


A 0.0 1.5 7.3 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 1.2 0.0 -2.1 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 5.8 -1.8 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 0.4 1.8 A 0.0 0.4 1.8 A 0.0 0.4 1.8 A 0.0 0.4 1.8B 0.3 0.0 -0.5 B 0.3 0.0 -0.5 B 0.3 0.0 -0.5 B 0.3 0.0 -0.5C 1.5 -0.5 0.0 C 1.5 -0.5 0.0 C 1.5 -0.5 0.0 C 1.5 -0.5 0.0

TIME PERIOD

Junction 2: Bexley MiniPeak Hour: SAT (12:00-13:00)



1200-1215 0.0 0.0 0.0 0.2 0.0 0.2 1.0 0.0 1.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0

1215-1230 0.0 0.0 0.0 0.2 0.0 0.2 1.0 0.0 1.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0

1230-1245 0.0 0.0 0.0 0.2 0.0 0.2 1.0 0.0 1.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.01245-1300 0.0 0.0 0.0 0.2 0.0 0.2 1.0 0.0 1.0 0.2 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0


Vehicles per Minute


1200-1215 0.08 0.01 0.05

1215-1230 0.08 0.01 0.05

1230-1245 0.08 0.01 0.051245-1300 0.08 0.01 0.05


A B C A B C A B C

A 0.0 0.9 4.1 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%

B 0.7 0.0 0.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 3.2 0.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300


A 0.0 0.2 1.0 A 0.0 0.2 1.0 A 0.0 0.2 1.0 A 0.0 0.2 1.0

B 0.2 0.0 0.0 B 0.2 0.0 0.0 B 0.2 0.0 0.0 B 0.2 0.0 0.0C 0.8 0.0 0.0 C 0.8 0.0 0.0 C 0.8 0.0 0.0 C 0.8 0.0 0.0

TIME PERIOD


Departure Arrival ArrivalA-A A-B A-C B-A B-B B-C C-A C-B C-C





A 0 0.379661 1.809813 A 0 0.094915 0.452453 A 0.0% 25.0% 25.0%B 0.379661 0 0 B 0.094915 0 0 B 25.0% 0.0% 0.0%C 1.809813 0 0 C 0.452453 0 0 C 25.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0.094915 0.452453 A 0 0.094915 0.452453 A 0 0.094915 0.452453 A 0 0.094915 0.452453B 0.094915 0 0 B 0.094915 0 0 B 0.094915 0 0 B 0.094915 0 0C 0.452453 0 0 C 0.452453 0 0 C 0.452453 0 0 C 0.452453 0 0

TIME PERIOD



LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT LV HV TOT1200-1215 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%1215-1230 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%1230-1245 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%1245-1300 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%TOTAL 0% 0% 0% 3% 3% 3% 17% 17% 17% 3% 3% 3% 0% 0% 0% -20% -20% -20% 17% 17% 17% -20% -20% -20% 0% 0% 0%




A 0 0.138722 0.661278 A 0 0.034681 0.165319 A 0.0% 25.0% 25.0%B 0.138722 0 -0.8 B 0.034681 0 -0.2 B 25.0% 0.0% 25.0%C 0.661278 -0.8 0 C 0.165319 -0.2 0 C 25.0% 25.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0.034681 0.165319 A 0 0.034681 0.165319 A 0 0.034681 0.165319 A 0 0.034681 0.165319B 0.034681 0 -0.2 B 0.034681 0 -0.2 B 0.034681 0 -0.2 B 0.034681 0 -0.2C 0.165319 -0.2 0 C 0.165319 -0.2 0 C 0.165319 -0.2 0 C 0.165319 -0.2 0

TIME PERIOD





Vehicles per MinuteTIME FROM A FROM B FROM C1200-1215 0.13 -0.06 -0.071215-1230 0.13 -0.06 -0.07 1230-1245 0.13 -0.06 -0.071245-1300 0.13 -0.06 -0.07


A 0.0 4.2 3.5 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 3.3 0.0 -6.8 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 2.7 -6.8 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 1.0 0.9 A 0.0 1.0 0.9 A 0.0 1.0 0.9 A 0.0 1.0 0.9B 0.8 0.0 -1.7 B 0.8 0.0 -1.7 B 0.8 0.0 -1.7 B 0.8 0.0 -1.7C 0.7 -1.7 0.0 C 0.7 -1.7 0.0 C 0.7 -1.7 0.0 C 0.7 -1.7 0.0

TIME PERIOD







A 0 1.190366 0.999108 A 0 0.297591 0.249777 A 0.0% 25.0% 25.0%B 1.190366 0 0 B 0.297591 0 0 B 25.0% 0.0% 0.0%C 0.999108 0 0 C 0.249777 0 0 C 25.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0.297591 0.249777 A 0 0.297591 0.249777 A 0 0.297591 0.249777 A 0 0.297591 0.249777B 0.297591 0 0 B 0.297591 0 0 B 0.297591 0 0 B 0.297591 0 0C 0.249777 0 0 C 0.249777 0 0 C 0.249777 0 0 C 0.249777 0 0

TIME PERIOD



1200-1215 0 0 0 2 0 2 4 0 4 1 0 1 0 0 0 -2 0 -2 3 0 3 -2 0 -2 0 0 01215-1230 0 0 0 2 0 2 4 0 4 1 0 1 0 0 0 -2 0 -2 3 0 3 -2 0 -2 0 0 01230-1245 0 0 0 2 0 2 4 0 4 1 0 1 0 0 0 -2 0 -2 3 0 3 -2 0 -2 0 0 01245-1300 0 0 0 2 0 2 4 0 4 1 0 1 0 0 0 -2 0 -2 3 0 3 -2 0 -2 0 0 0TOTAL 0 0 0 7 0 7 15 0 15 5 0 5 0 0 0 -9 0 -9 12 0 12 -9 0 -9 0 0 0




A 0 6.546463 14.84301 A 0 0 0 A 0.0% 0.0% 0.0%B 5.158669 0 -8.89409 B 0 0 0 B 0.0% 0.0% 0.0%C 11.73396 -8.60668 0 C 0 0 0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 1.636616 3.710753 A 0 1.636616 3.710753 A 0 1.636616 3.710753 A 0 1.636616 3.710753B 1.289667 0 -2.22352 B 1.289667 0 -2.22352 B 1.289667 0 -2.22352 B 1.289667 0 -2.22352C 2.933491 -2.15167 0 C 2.933491 -2.15167 0 C 2.933491 -2.15167 0 C 2.933491 -2.15167 0

TIME PERIOD

Junction 1: Erith RoundaboutPeak Hour: AM (08:00-09:00)

Arrival Arrival Departure DepartureA-A A-B A-C B-A B-B B-C C-A C-B C-C


0800-0815 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.2 0.2 0.0 0.2 0.1 0.0 0.1 0.0 0.0 0.0

0815-0830 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.2 0.2 0.0 0.2 0.1 0.0 0.1 0.0 0.0 0.0

0830-0845 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.2 0.2 0.0 0.2 0.1 0.0 0.1 0.0 0.0 0.0

0845-0900 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.2 0.2 0.0 0.2 0.1 0.0 0.1 0.0 0.0 0.0


Vehicles per Minute


0800-0815 0.02 0.01 0.02

0815-0830 0.02 0.01 0.02

0830-0845 0.02 0.01 0.020845-0900 0.02 0.01 0.02


A B C A B C A B C

A 0.0 0.0 1.4 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%

B 0.0 0.0 0.6 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 0.9 0.4 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900


A 0.0 0.0 0.3 A 0.0 0.0 0.3 A 0.0 0.0 0.3 A 0.0 0.0 0.3

B 0.0 0.0 0.2 B 0.0 0.0 0.2 B 0.0 0.0 0.2 B 0.0 0.0 0.2C 0.2 0.1 0.0 C 0.2 0.1 0.0 C 0.2 0.1 0.0 C 0.2 0.1 0.0

TIME PERIOD







A 0 0 1.805195 A 0 0 0.451299 A 0.0% 0.0% 25.0%B 0 0 0.812987 B 0 0 0.203247 B 0.0% 0.0% 25.0%C 1.805195 0.812987 0 C 0.451299 0.203247 0 C 25.0% 25.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 0 0.451299 A 0 0 0.451299 A 0 0 0.451299 A 0 0 0.451299B 0 0 0.203247 B 0 0 0.203247 B 0 0 0.203247 B 0 0 0.203247C 0.451299 0.203247 0 C 0.451299 0.203247 0 C 0.451299 0.203247 0 C 0.451299 0.203247 0

TIME PERIOD

Junction 3: Erith RoundaboutPeak Hour: SAT (12:00-13:00)


1200-1215 0 0 0 0 0 0 10 0 10 0 0 0 0 0 0 0 0 0 11 0 11 0 0 0 0 0 01215-1230 0 0 0 0 0 0 10 0 10 0 0 0 0 0 0 0 0 0 11 0 11 0 0 0 0 0 01230-1245 0 0 0 0 0 0 10 0 10 0 0 0 0 0 0 0 0 0 11 0 11 0 0 0 0 0 01245-1300 0 0 0 0 0 0 10 0 10 0 0 0 0 0 0 0 0 0 11 0 11 0 0 0 0 0 0TOTAL 0 0 0 0 0 0 38 0 38 0 0 0 0 0 0 1 0 1 46 0 46 1 0 1 0 0 0




A 0 0 38.43764 A 0 0 0 A 0.0% 0.0% 0.0%B 0 0 0.980375 B 0 0 0 B 0.0% 0.0% 0.0%C 45.65805 0.762514 0 C 0 0 0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0 9.60941 A 0 0 9.60941 A 0 0 9.60941 A 0 0 9.60941B 0 0 0.245094 B 0 0 0.245094 B 0 0 0.245094 B 0 0 0.245094C 11.41451 0.190629 0 C 11.41451 0.190629 0 C 11.41451 0.190629 0 C 11.41451 0.190629 0

TIME PERIOD


Arrival DepartureA-A A-B A-C B-A B-B B-C C-A C-B C-C


0800-0815 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0

0815-0830 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0

0830-0845 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0

0845-0900 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.0 0.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.7 0.0 0.0 0.0 0.0 0.0 0.0


Vehicles per Minute


0800-0815 0.05 0.00 0.04

0815-0830 0.05 0.00 0.04

0830-0845 0.05 0.00 0.040845-0900 0.05 0.00 0.04


A B C A B C A B C

A 0.0 0.0 3.3 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%

B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 2.6 0.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900


A 0.0 0.0 0.8 A 0.0 0.0 0.8 A 0.0 0.0 0.8 A 0.0 0.0 0.8

B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0C 0.7 0.0 0.0 C 0.7 0.0 0.0 C 0.7 0.0 0.0 C 0.7 0.0 0.0

TIME PERIOD




0800-0815 0.0 0.0 0.0 0.0 0.0 0.0 2.1 0.0 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.8 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0

0815-0830 0.0 0.0 0.0 0.0 0.0 0.0 2.1 0.0 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.8 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0

0830-0845 0.0 0.0 0.0 0.0 0.0 0.0 2.1 0.0 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.8 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0

0845-0900 0.0 0.0 0.0 0.0 0.0 0.0 2.1 0.0 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.8 0.0 1.8 0.0 0.0 0.0 0.0 0.0 0.0


Vehicles per Minute


0800-0815 0.14 0.00 0.12

0815-0830 0.14 0.00 0.12

0830-0845 0.14 0.00 0.120845-0900 0.14 0.00 0.12


A B C A B C A B C

A 0.0 0.0 8.3 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%

B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 7.0 0.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900


A 0.0 0.0 2.1 A 0.0 0.0 2.1 A 0.0 0.0 2.1 A 0.0 0.0 2.1

B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0C 1.8 0.0 0.0 C 1.8 0.0 0.0 C 1.8 0.0 0.0 C 1.8 0.0 0.0

TIME PERIOD

Junction 3: Erith RoundaboutPeak Hour: PM (17:00-18:00)






A 0.0 0.0 28.8 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 21.8 0.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0.0 0.0 7.2 A 0.0 0.0 7.2 A 0.0 0.0 7.2 A 0.0 0.0 7.2B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0C 5.4 0.0 0.0 C 5.4 0.0 0.0 C 5.4 0.0 0.0 C 5.4 0.0 0.0

TIME PERIOD



0800-0815 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 00815-0830 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 00830-0845 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 00845-0900 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0 0 0 0 3 0 3 0 0 0 0 0 0TOTAL 0 0 0 0 0 0 13 0 13 0 0 0 0 0 0 1 0 1 11 0 11 0 0 0 0 0 0




A 0 0 12.94662 A 0 0 0 A 0.0% 0.0% 0.0%B 0 0 0.60974 B 0 0 0 B 0.0% 0.0% 0.0%C 10.56078 0.406494 0 C 0 0 0 C 0.0% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 0 3.236656 A 0 0 3.236656 A 0 0 3.236656 A 0 0 3.236656B 0 0 0.152435 B 0 0 0.152435 B 0 0 0.152435 B 0 0 0.152435C 2.640195 0.101623 0 C 2.640195 0.101623 0 C 2.640195 0.101623 0 C 2.640195 0.101623 0

TIME PERIOD







A 0 0 1.632867 A 0 0 0.408217 A 0.0% 0.0% 25.0%B 0 0 0.17766 B 0 0 0.044415 B 0.0% 0.0% 25.0%C 1.632867 0.17766 0 C 0.408217 0.044415 0 C 25.0% 25.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 0 0.408217 A 0 0 0.408217 A 0 0 0.408217 A 0 0 0.408217B 0 0 0.044415 B 0 0 0.044415 B 0 0 0.044415 B 0 0 0.044415C 0.408217 0.044415 0 C 0.408217 0.044415 0 C 0.408217 0.044415 0 C 0.408217 0.044415 0

TIME PERIOD







A 0.0 0.0 5.3 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 0.0 0.0 1.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 4.1 0.8 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 0730-0745 0745-1800A B C A B C A B C A B C

A 0.0 0.0 1.3 A 0.0 0.0 1.3 A 0.0 0.0 1.3 A 0.0 0.0 1.3B 0.0 0.0 0.2 B 0.0 0.0 0.2 B 0.0 0.0 0.2 B 0.0 0.0 0.2C 1.0 0.2 0.0 C 1.0 0.2 0.0 C 1.0 0.2 0.0 C 1.0 0.2 0.0

TIME PERIOD







A 0 0 2.354975 A 0 0 0.588744 A 0.0% 0.0% 25.0%B 0 0 0.435722 B 0 0 0.108931 B 0.0% 0.0% 25.0%C 2.354975 0.435722 0 C 0.588744 0.108931 0 C 25.0% 25.0% 0.0%

1700-1715 1715-1730 0730-0745 0745-1800A B C A B C A B C A B C

A 0 0 0.588744 A 0 0 0.588744 A 0 0 0.588744 A 0 0 0.588744B 0 0 0.108931 B 0 0 0.108931 B 0 0 0.108931 B 0 0 0.108931C 0.588744 0.108931 0 C 0.588744 0.108931 0 C 0.588744 0.108931 0 C 0.588744 0.108931 0

TIME PERIOD







A 0.0 0.0 12.6 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 9.8 0.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0.0 0.0 3.1 A 0.0 0.0 3.1 A 0.0 0.0 3.1 A 0.0 0.0 3.1B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0C 2.4 0.0 0.0 C 2.4 0.0 0.0 C 2.4 0.0 0.0 C 2.4 0.0 0.0

TIME PERIOD



1700-1715 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0 0 0 0 9 0 9 0 0 0 0 0 01715-1730 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0 0 0 0 9 0 9 0 0 0 0 0 01730-1745 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0 0 0 0 9 0 9 0 0 0 0 0 01745-1800 0 0 0 0 0 0 12 0 12 0 0 0 0 0 0 0 0 0 9 0 9 0 0 0 0 0 0TOTAL 0 0 0 0 0 0 47 0 47 0 0 0 0 0 0 1 0 1 36 0 36 1 0 1 0 0 0




A 0 0 46.65683 A 0 0 0 A 0.0% 0.0% 0.0%B 0 0 0.980375 B 0 0 0 B 0.0% 0.0% 0.0%C 35.64865 0.762514 0 C 0 0 0 C 0.0% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 0 11.66421 A 0 0 11.66421 A 0 0 11.66421 A 0 0 11.66421B 0 0 0.245094 B 0 0 0.245094 B 0 0 0.245094 B 0 0 0.245094C 8.912162 0.190629 0 C 8.912162 0.190629 0 C 8.912162 0.190629 0 C 8.912162 0.190629 0

TIME PERIOD







A 0.0 0.0 5.3 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 0.0 0.0 1.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 4.1 0.8 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 0.0 1.3 A 0.0 0.0 1.3 A 0.0 0.0 1.3 A 0.0 0.0 1.3B 0.0 0.0 0.2 B 0.0 0.0 0.2 B 0.0 0.0 0.2 B 0.0 0.0 0.2C 1.0 0.2 0.0 C 1.0 0.2 0.0 C 1.0 0.2 0.0 C 1.0 0.2 0.0

TIME PERIOD

Junction 3: Erith RoundaboutPeak Hour: Sat (12:00-13:00)






A 0.0 0.0 28.2 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 35.2 0.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 0.0 7.0 A 0.0 0.0 7.0 A 0.0 0.0 7.0 A 0.0 0.0 7.0B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0C 8.8 0.0 0.0 C 8.8 0.0 0.0 C 8.8 0.0 0.0 C 8.8 0.0 0.0

TIME PERIOD







A 0.0 0.0 5.0 A 0.0 0.0 0.0 A 0.0% 0.0% 0.0%B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0% 0.0% 0.0%C 6.3 0.0 0.0 C 0.0 0.0 0.0 C 0.0% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0.0 0.0 1.2 A 0.0 0.0 1.2 A 0.0 0.0 1.2 A 0.0 0.0 1.2B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0 B 0.0 0.0 0.0C 1.6 0.0 0.0 C 1.6 0.0 0.0 C 1.6 0.0 0.0 C 1.6 0.0 0.0

TIME PERIOD

Arrive Depart Two-way Arrive Depart Two-way Arrive Depart Two-way Arrive Depart Two-wayPrimary

transferred trip 100% 13 11 24 45 34 79 44 55 99 52 50 102

Already on Fraser Road 20% 3 2 5 9 7 16 9 11 20 10 10 20

Residual new movements 80% 10 9 19 36 27 63 35 44 79 42 40 82

East WestDistribution 20% 80%

AM Peak (08:00-09:00) PM Peak (17:00-18:00) Saturday (12:00-13:00) Sunday (12:00-13:00)


Total Vehicles

Total HGV


08/02/2018

Notes






J1

0

0

%

Net Development Traffic

Weekday AM Peak Hour (08:00-09:00)

0% 0% 0% 0% 0% 0%0 8 0 0% 0 0

-20 0 0 0 0% 0

0 1

0 1 11 0 0% 15 6 -3 0 0% 1

0% 0 30% 0 0 0% 0 18 0%0% 0 0 0% 0 -5

0% 0%0 0

0% 0 13 4 -2





Total Vehicles

Total HGV


08/02/2018

Notes






J2

0

0

%


Weekday PM Peak Hour (17:00-18:00)

0% 0% 0% 0% 0% 0%0 28 0 0% 0 0

-60 0 1 0 0% 0

0 4

0 1 36 0 0% 50 19 -20 0 0% 5

0% 0 80% 0 0 0% 0 62 0%0% 0 0 0% 0 -43

0% 0%0 0

0% 0 47 11 -7





Total Vehicles

Total HGV


08/02/2018

Notes






J3

0

0

%


Saturday Peak Hour (12:00-13:00)

0% 0% 0% 0% 0% 0%0 24 0 0% 0 0

-90 0 1 0 0% 0

0 7

0 1 46 0 0% 61 27 -14 0 0% 5

0% 0 150% 0 0 0% 0 49 0%0% 0 0 0% 0 -41

0% 0%0 0

0% 0 38 12 -9






Appendix K Total Traffic



0800-0815 0 0 0 6 0 6 101 6 108 11 0 11 0 0 0 4 0 4 87 6 93 9 1 10 0 0 00815-0830 0 0 0 18 0 18 86 4 91 7 0 7 0 0 0 3 0 3 105 13 118 8 0 8 0 0 00830-0845 0 0 0 11 1 12 107 3 110 14 1 15 0 0 0 4 0 4 123 6 130 10 0 10 0 0 00845-0900 0 0 0 12 0 12 142 5 147 12 0 12 0 0 0 11 0 11 79 5 84 11 1 12 0 0 0TOTAL 0 0 0 45 1 46 436 19 455 43 1 44 0 0 0 20 0 20 394 31 425 38 2 40 0 0 0




A 0 46 455 A 0 1 19 A 0.0% 2.2% 4.2% A 0.0% 5.0% 7.2%B 44 0 20 B 1 0 0 B 2.3% 0.0% 0.0% B 0.0% 0.0% 2.3%C 425 40 0 C 31 2 0 C 7.2% 5.0% 0.0% C 4.2% 2.2% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 6 108 A 0 18 91 A 0 12 110 A 0 12 147B 11 0 4 B 7 0 3 B 15 0 4 B 12 0 11C 93 10 0 C 118 8 0 C 130 10 0 C 84 12 0

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 10 93 A 0 8 118 A 0 10 130 A 0 12 84B 4 0 11 B 3 0 7 B 4 0 15 B 11 0 12C 108 6 0 C 91 18 0 C 110 12 0 C 147 12 0

TIME PERIOD



1700-1715 0 0 0 23 0 23 70 3 73 22 0 22 0 0 0 11 0 11 137 5 142 7 0 7 0 0 01715-1730 0 0 0 23 0 23 70 2 72 20 0 20 0 0 0 7 0 7 138 2 140 10 0 10 0 0 01730-1745 0 0 0 24 0 24 107 3 110 20 0 20 0 0 0 9 1 10 128 4 132 10 0 10 0 0 01745-1800 0 0 0 18 0 18 78 2 81 23 0 23 0 0 0 7 0 7 138 3 141 13 0 13 0 0 0TOTAL 0 0 0 86 0 86 325 11 336 83 0 83 0 0 0 33 1 34 540 15 555 40 0 40 0 0 0




A 0 86 336 A 0 0 11 A 0.0% 0.0% 3.2% A 0.0% 0.0% 2.7%B 83 0 34 B 0 0 1 B 0.0% 0.0% 3.0% B 3.0% 0.0% 0.0%C 555 40 0 C 15 0 0 C 2.7% 0.0% 0.0% C 3.2% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 23 73 A 0 23 72 A 0 24 110 A 0 18 81B 22 0 11 B 20 0 7 B 20 0 10 B 23 0 7C 142 7 0 C 140 10 0 C 132 10 0 C 141 13 0

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 7 142 A 0 10 140 A 0 10 132 A 0 13 141B 11 0 22 B 7 0 20 B 10 0 20 B 7 0 23C 73 23 0 C 72 23 0 C 110 24 0 C 81 18 0

TIME PERIOD



1200-1215 0 0 0 26 0 26 107 2 109 30 0 30 0 0 0 18 1 19 93 3 96 22 1 23 0 0 01215-1230 0 0 0 24 0 24 101 8 109 28 1 29 0 0 0 17 0 17 93 3 96 17 0 17 0 0 01230-1245 0 0 0 23 1 24 87 2 89 27 0 27 0 0 0 21 0 21 70 2 72 18 0 18 0 0 01245-1300 0 0 0 26 0 26 77 3 81 30 1 31 0 0 0 17 0 17 99 4 103 25 0 25 0 0 0TOTAL 0 0 0 100 1 101 372 16 388 116 2 118 0 0 0 72 1 73 354 13 367 82 1 83 0 0 0




A 0 101 388 A 0 1 16 A 0.0% 1.0% 4.1% A 0.0% 1.2% 3.5%B 118 0 73 B 2 0 1 B 1.7% 0.0% 1.4% B 1.4% 0.0% 1.7%C 367 83 0 C 13 1 0 C 3.5% 1.2% 0.0% C 4.1% 1.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 26 109 A 0 24 109 A 0 24 89 A 0 26 81B 30 0 19 B 29 0 17 B 27 0 21 B 31 0 17C 96 23 0 C 96 17 0 C 72 18 0 C 103 25 0

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 23 96 A 0 17 96 A 0 18 72 A 0 25 103B 19 0 30 B 17 0 29 B 21 0 27 B 17 0 31C 109 26 0 C 109 24 0 C 89 24 0 C 81 26 0

TIME PERIOD



1200-1215 0 0 0 29 0 29 113 2 115 29 0 29 0 0 0 18 1 19 95 3 99 23 1 24 0 0 01215-1230 0 0 0 27 0 27 108 8 117 27 1 28 0 0 0 17 0 17 95 3 99 18 0 18 0 0 01230-1245 0 0 0 26 1 27 102 2 104 26 0 26 0 0 0 21 0 21 73 2 75 19 0 19 0 0 01245-1300 0 0 0 29 0 29 116 3 119 29 1 30 0 0 0 17 0 17 102 4 106 26 0 26 0 0 0TOTAL 0 0 0 111 1 112 439 16 455 111 2 113 0 0 0 73 1 74 366 13 379 85 1 86 0 0 0




A 0 112 455 A 0 1 16 A 0.0% 0.9% 3.5% A 0.0% 1.2% 3.4%B 113 0 74 B 2 0 1 B 1.8% 0.0% 1.4% B 1.4% 0.0% 1.8%C 379 86 0 C 13 1 0 C 3.4% 1.2% 0.0% C 3.5% 0.9% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 29 115 A 0 27 117 A 0 27 104 A 0 29 119B 29 0 19 B 28 0 17 B 26 0 21 B 30 0 17C 99 24 0 C 99 18 0 C 75 19 0 C 106 26 0

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 24 99 A 0 18 99 A 0 19 75 A 0 26 106B 19 0 29 B 17 0 28 B 21 0 26 B 17 0 30C 115 29 0 C 117 27 0 C 104 27 0 C 119 29 0

TIME PERIOD



0800-0815 0 0 0 33 1 33 96 6 101 42 0 42 0 0 0 114 7 120 70 10 81 55 6 61 0 0 00815-0830 0 0 0 34 1 35 95 6 100 35 0 35 0 0 0 135 8 142 87 12 100 96 11 107 0 0 00830-0845 0 0 0 32 1 32 111 7 118 37 0 37 0 0 0 111 7 117 72 10 83 103 12 115 0 0 00845-0900 0 0 0 32 1 32 100 6 106 29 0 29 0 0 0 111 7 117 75 10 86 71 8 79 0 0 0TOTAL 0 0 0 130 3 133 402 25 424 143 1 144 0 0 0 472 28 498 305 42 350 326 38 364 0 0 0




A 0 133 424 A 0 3 25 A 0.0% 2.3% 5.9% A 0.0% 10.4% 12.0%B 144 0 498 B 1 0 28 B 0.7% 0.0% 5.6% B 5.6% 0.0% 0.7%C 350 364 0 C 42 38 0 C 12.0% 10.4% 0.0% C 5.9% 2.3% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 33 101 A 0 35 100 A 0 32 118 A 0 32 106B 42 0 120 B 35 0 142 B 37 0 117 B 29 0 117C 81 61 0 C 100 107 0 C 83 115 0 C 86 79 0

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 0 61 81 A 0 107 100 A 0 115 83 A 0 79 86B 120 0 42 B 142 0 35 B 117 0 37 B 117 0 29C 101 33 0 C 100 35 0 C 118 32 0 C 106 32 0

TIME PERIOD



1700-1715 0 0 0 31 2 32 94 4 98 28 0 28 0 0 0 97 9 105 115 5 119 144 4 148 0 0 01715-1730 0 0 0 28 1 29 89 4 93 28 0 28 0 0 0 79 7 86 129 5 134 143 4 147 0 0 01730-1745 0 0 0 31 2 32 102 5 107 32 0 32 0 0 0 86 8 93 135 6 140 135 4 138 0 0 01745-1800 0 0 0 29 1 30 95 4 99 26 0 26 0 0 0 89 8 96 133 6 138 121 4 124 0 0 0TOTAL 0 0 0 118 6 123 380 18 397 114 0 115 0 0 0 351 32 382 511 21 530 543 16 558 0 0 0




A 0 123 397 A 0 6 18 A 0.0% 4.9% 4.5% A 0.0% 2.9% 4.0%B 115 0 382 B 0 0 32 B 0.0% 0.0% 8.4% B 8.4% 0.0% 0.0%C 530 558 0 C 21 16 0 C 4.0% 2.9% 0.0% C 4.5% 4.9% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 32 98 A 0 29 93 A 0 32 107 A 0 30 99B 28 0 105 B 28 0 86 B 32 0 93 B 26 0 96C 119 148 0 C 134 147 0 C 140 138 0 C 138 124 0

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 0 148 119 A 0 147 134 A 0 138 140 A 0 124 138B 105 0 28 B 86 0 28 B 93 0 32 B 96 0 26C 98 32 0 C 93 29 0 C 107 32 0 C 99 30 0

TIME PERIOD



1200-1215 0 0 0 35 0 35 109 2 111 27 1 29 0 0 0 90 5 95 91 4 95 109 7 116 0 0 01215-1230 0 0 0 43 0 43 95 7 102 29 0 29 0 0 0 104 4 108 87 3 90 134 5 139 0 0 01230-1245 0 0 0 38 0 38 81 1 82 26 0 26 0 0 0 94 6 100 68 3 71 116 4 120 0 0 01245-1300 0 0 0 42 0 42 74 5 79 26 0 26 0 0 0 108 3 111 95 2 97 128 3 131 0 0 0TOTAL 0 0 0 158 0 158 358 16 374 109 1 110 0 0 0 395 19 414 340 13 353 487 20 507 0 0 0




A 0 158 374 A 0 0 16 A 0.0% 0.0% 4.2% A 0.0% 4.0% 3.6%B 110 0 414 B 1 0 19 B 1.0% 0.0% 4.6% B 4.6% 0.0% 1.0%C 353 507 0 C 13 20 0 C 3.6% 4.0% 0.0% C 4.2% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 35 111 A 0 43 102 A 0 38 82 A 0 42 79B 29 0 95 B 29 0 108 B 26 0 100 B 26 0 111C 95 116 0 C 90 139 0 C 71 120 0 C 97 131 0

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 0 116 95 A 0 139 90 A 0 120 71 A 0 131 97B 95 0 29 B 108 0 29 B 100 0 26 B 111 0 26C 111 35 0 C 102 43 0 C 82 38 0 C 79 42 0

TIME PERIOD



0800-0815 7 0 7 25 0 25 97 3 100 132 0 132 0 0 0 25 0 25 63 5 69 21 0 21 0 0 00815-0830 11 0 11 27 0 27 114 4 118 36 0 36 0 0 0 27 0 27 93 7 101 34 0 34 0 0 00830-0845 4 0 4 39 0 39 106 4 109 61 0 61 0 0 0 39 0 39 71 6 77 70 0 70 0 0 00845-0900 0 0 0 74 0 74 102 4 105 133 0 133 0 0 0 74 0 74 73 6 79 23 0 23 0 0 0TOTAL 22 0 22 165 0 165 419 15 433 362 0 362 0 0 0 166 0 166 300 24 325 148 0 148 0 0 0




A 22 165 433 A 0 0 15 A 0.0% 0.0% 3.5%B 362 0 166 B 0 0 0 B 0.0% 0.0% 0.0%C 325 148 0 C 24 0 0 C 7.4% 0.0% 0.0%

0800-0815 0815-0830 0830-0845 0845-0900A B C A B C A B C A B C

A 7 25 100 A 11 27 118 A 4 39 109 A 0 74 105B 132 0 25 B 36 0 27 B 61 0 39 B 133 0 74C 69 21 0 C 101 34 0 C 77 70 0 C 79 23 0

TIME PERIOD



1700-1715 4 0 4 36 0 36 97 5 101 20 0 20 0 0 0 16 0 16 135 4 139 26 0 26 0 0 01715-1730 6 0 6 36 0 36 91 4 95 20 0 20 0 0 0 16 0 16 151 5 156 26 0 26 0 0 01730-1745 2 0 2 36 0 36 104 5 109 20 0 20 0 0 0 16 0 16 162 5 168 26 0 26 0 0 01745-1800 0 0 0 36 0 36 96 4 101 20 0 20 0 0 0 16 0 16 154 5 159 26 0 26 0 0 0TOTAL 13 0 13 142 0 142 388 18 406 80 0 80 0 0 0 65 0 65 603 19 622 105 0 105 0 0 0




A 13 142 406 A 0 0 18 A 0.0% 0.0% 4.4%B 80 0 65 B 0 0 0 B 0.0% 0.0% 0.0%C 622 105 0 C 19 0 0 C 3.1% 0.0% 0.0%

1700-1715 1715-1730 1730-1745 1745-1800A B C A B C A B C A B C

A 4 36 101 A 6 36 95 A 2 36 109 A 0 36 101B 20 0 16 B 20 0 16 B 20 0 16 B 20 0 16C 139 26 0 C 156 26 0 C 168 26 0 C 159 26 0

TIME PERIOD

Junction 3: Erith RoundaboutPeak Hour: Sat (12:00-13:00)


1200-1215 2 0 2 18 0 18 125 2 127 10 0 10 0 0 0 8 0 8 109 2 111 14 0 14 0 0 01215-1230 3 0 3 18 0 18 128 7 136 10 0 10 0 0 0 8 0 8 105 4 109 14 0 14 0 0 01230-1245 1 0 1 18 0 18 102 3 105 10 0 10 0 0 0 8 0 8 89 3 92 14 0 14 0 0 01245-1300 0 0 0 18 0 18 103 4 107 10 0 10 0 0 0 8 0 8 117 5 123 14 0 14 0 0 0TOTAL 7 0 7 73 0 73 458 17 475 41 0 41 0 0 0 34 0 34 420 15 435 54 0 54 0 0 0




A 7 73 475 A 0 0 17 A 0.0% 0.0% 3.6%B 41 0 34 B 0 0 0 B 0.0% 0.0% 0.0%C 435 54 0 C 15 0 0 C 3.4% 0.0% 0.0%

1200-1215 1215-1230 1230-1245 1245-1300A B C A B C A B C A B C

A 2 18 127 A 3 18 136 A 1 18 105 A 0 18 107B 10 0 8 B 10 0 8 B 10 0 8 B 10 0 8C 111 14 0 C 109 14 0 C 92 14 0 C 123 14 0

TIME PERIOD


Total Vehicles

Total HGV


12% 10%42 38

3% 15 433 350 3646% 25 424

0% 0 22 2% 1 46 2%0% 0 165 4% 19 455

3 133

362 166 325 24 7% 44 20 425 31 7% 144 4980 0 148 0 0% 1

6%0 40 2 5% 1 28

0% 0% 2% 0% 1%

0

0

%

Total Traffic

Weekday AM Peak Hour (08:00-09:00)09/02/2018

Notes






K1





Total Vehicles

Total HGV


4% 3%21 16

4% 18 406 530 5585% 18 397

0% 0 13 0% 0 86 5%0% 0 142 3% 11 336

6 123

80 65 622 19 3% 83 34 555 15 3% 115 3820 0 105 0 0% 0

8%1 40 0 0% 0 32

0% 0% 0% 3% 0%

0

0

%

Total Traffic

Weekday PM Peak Hour (17:00-18:00)09/02/2018

Notes






K2





Total Vehicles

Total HGV


4% 4%13 20

4% 17 475 353 5074% 16 374

0% 0 7 1% 1 101 0%0% 0 73 4% 16 388

0 158

41 34 435 15 3% 118 73 367 13 3% 110 4140 0 54 0 0% 2

5%1 83 1 1% 1 19

0% 0% 2% 1% 1%

0

0

%

Total Traffic

Saturday Peak Hour (12:00-13:00)09/02/2018

Notes






K3






Appendix L Junctions Geometries

Job Title Erith LidlJob Number J323173Location Erith LidlDate 08/02/2018

Junction 1 Fraser Road/Bexley mini-roundaboutCurrent Layout

Bexeley Road (A206) EFraser Road (A206)

Bexley Road (A220) W

Sensitvity (Stomor Scheme)

Bexeley Road (A206) EFraser Road (A206)

Bexley Road (A220) W

Junction 2 Roundabout access for Erith Quarry proposals

Erith Road (A206)Erith Quarry Site Access

Fraser Road (A206)

Junction 3 Madford Trading Park/Fraser Road ghost island priority junction

AverageMajor 8.86Minor 4.78

VisibilityMajor Arm 134

Minor Arm (to the left) 126 2.36Minor Arm (to the right) 21 16.1

W5

21.53.36

Entry corner kerb line distance radius24.61.14

18.21

21

Entry Angle (PHI)

Entry corner kerb line distance 32.81.3227.6

6.1 8.6 10.4 28 21.5

0m 5m 10m 15m 20m10.7 4.2 3 3 34.27 4.53 4.37 4.55 -W1 W2 W3 W4

Approach Half-Width Minimum Apprpach Width Width Entry Width Effective Flare Length Distance to next arm

4.03 22.5 28

Approach Half-Width (v) Entry Width (e ) Effective Flare Length (l ) Entry Radius (r ) Inscribed Circle Diamter (ICD)

Width of Carriageway (v)

4.824.2

5.34

7.35.066.08

0.842.94

2

4.16 6.18

17.91.1420.8

4.824.2

5.34

4.76 6.07 2.2 16.8 28

Ghost Right Turn Lanewidth of ghost right turn

length of ghost right turn lane

3.1 3.1 6.06 17.65 20.96.3 6.3 6.5 0.15 9.44 4 6.8 2.98 28.8

Approach Half-Width Minimum Apprpach Width Width Entry Width Effective Flare Length Distance to next arm



Appendix M Arcady and Picady Outputs

Filename: 180205_Erith Quarry Roundabout.j9 Path: C:\Users\Mode\Dropbox (mode)\Project\Reading\1. Projects\J323173 Lidl Erith\4. Data\Junction Models\February 2018 Report generation date: 05/02/2018 14:54:56

»2022 Base, AM »2022 Base, PM »2022 Base, SAT »2022 Base + Dev, AM »2022 Base + Dev, PM »2022 Base + Dev, SAT

Summary of junction performance

Junctions 9ARCADY 9 - Roundabout Module

Version: 9.0.2.5947 © Copyright TRL Limited, 2017

For sales and distribution information, program advice and maintenance, contact TRL: +44 (0)1344 770558 [email protected] www.trlsoftware.co.uk

The users of this computer program for the solution of an engineering problem are in no way relieved of their responsibility for the correctness of the solution

AM PM SAT Queue (Veh) Delay (s) RFC LOS Queue (Veh) Delay (s) RFC LOS Queue (Veh) Delay (s) RFC LOS

2022 BaseA - Fraser Road (A206) 0.1 2.80 0.10 A 0.1 2.92 0.13 A 0.1 2.78 0.09 A

B - Erith Quarry Site 0.2 3.34 0.16 A 0.0 3.00 0.03 A 0.0 2.89 0.01 A

C - Erith Road (A206) 0.1 2.98 0.13 A 0.1 2.83 0.10 A 0.1 2.83 0.10 A

2022 Base + DevA - Fraser Road (A206) 0.1 2.89 0.10 A 0.2 2.94 0.14 A 0.1 2.79 0.10 A

B - Erith Quarry Site 0.2 3.35 0.16 A 0.0 3.01 0.03 A 0.0 2.90 0.01 A

C - Erith Road (A206) 0.1 2.96 0.13 A 0.1 2.84 0.10 A 0.1 2.86 0.11 A

Values shown are the highest values encountered over all time segments. Delay is the maximum value of average delay per arriving vehicle.

File summary

File Description Title (untitled)

Location

Site number

Date 22/01/2018

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator DESKTOP-499K8KJ\Mode

Description

Generated on 05/02/2018 14:55:03 using Junctions 9 (9.0.2.5947)

1

mailto:[email protected]

https://www.trlsoftware.co.uk/

Units

Analysis Options

Demand Set Summary

Analysis Set Details

Distance units Speed units Traffic units input Traffic units results Flow units Average delay units Total delay units Rate of delay unitsm kph Veh Veh perHour s -Min perMin

Calculate Queue Percentiles Calculate residual capacity RFC Threshold Average Delay threshold (s) Queue threshold (PCU) 0.85 36.00 20.00

ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time period length (min) Time segment length (min)

D1 2022 Base AM DIRECT 07:45 09:15 90 15

D2 2022 Base PM DIRECT 16:45 18:15 90 15

D3 2022 Base SAT DIRECT 11:45 13:15 90 15

D4 2022 Base + Dev AM DIRECT 07:45 09:15 90 15

D5 2022 Base + Dev PM DIRECT 16:45 18:15 90 15

D6 2022 Base + Dev SAT DIRECT 11:45 13:15 90 15

ID Network flow scaling factor (%)

A1 100.000


2

2022 Base, AM Data Errors and Warnings No errors or warnings

Junction Network

Junctions

Junction Network Options

Arms

Arms

Roundabout Geometry

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

The slope and intercept shown above include any corrections and adjustments.

Traffic Demand

Demand Set Details

Junction Name Junction Type Arm order Junction Delay (s) Junction LOS

1 Erith Quarry R'bt Standard Roundabout A, B, C 3.06 A

Driving side LightingLeft Normal/unknown

Arm Name Description

A Fraser Road (A206)

B Erith Quarry Site

C Erith Road (A206)

Arm V - Approach road half-width (m)

E - Entry width (m)

l' - Effective flare length (m)

R - Entry radius (m)

D - Inscribed circle diameter (m)

PHI - Conflict (entry) angle (deg)

Exit only

A - Fraser Road (A206) 4.80 6.00 1.5 18.6 28.0 43.0

B - Erith Quarry Site 3.30 6.00 11.0 10.5 28.0 43.0

C - Erith Road (A206) 3.60 5.60 6.8 29.8 28.0 21.0

Arm Final slope Final intercept (PCU/hr)

A - Fraser Road (A206) 0.600 1481

B - Erith Quarry Site 0.556 1328

C - Erith Road (A206) 0.627 1469


D1 2022 Base AM DIRECT 07:45 09:15 90 15

Vehicle mix source PCU Factor for a HV (PCU) O-D data varies over timeHV Percentages 2.00 ü


3

Demand overview (Traffic)

Origin-Destination Data

Vehicle Mix

Arm Linked arm Use O-D data Scaling Factor (%)

A - Fraser Road (A206) ü 100.000

B - Erith Quarry Site ü 100.000

C - Erith Road (A206) ü 100.000

07:45 - 08:00

Demand (Veh/hr) To

From

A - Fraser Road (A206) B - Erith Quarry Site C - Erith Road (A206)

A - Fraser Road (A206) 0 21 66

B - Erith Quarry Site 25 0 132

C - Erith Road (A206) 97 25 7

08:00 - 08:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 97 25 7

08:15 - 08:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 115 27 11

08:30 - 08:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 106 39 4

08:45 - 09:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 102 74 0

09:00 - 09:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 102 74 0

Heavy Vehicle Percentages To

From




C - Erith Road (A206) 5 0 0


4

Results

Results Summary for whole modelled period

Main Results for each time segment

07:45 - 08:00

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

Arm Max RFC Max delay (s) Max Queue (Veh) Max LOS

A - Fraser Road (A206) 0.10 2.80 0.1 A

B - Erith Quarry Site 0.16 3.34 0.2 A

C - Erith Road (A206) 0.13 2.98 0.1 A

Arm Total Demand (Veh/hr)

Circulating flow (Veh/hr)

Capacity (Veh/hr) RFC Throughput

(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 87 32 1427 0.061 87 0.1 2.686 A

B - Erith Quarry Site 157 73 1286 0.122 156 0.1 3.184 A

C - Erith Road (A206) 129 25 1401 0.092 129 0.1 2.829 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 87 32 1427 0.061 87 0.1 2.686 A


C - Erith Road (A206) 129 25 1401 0.092 129 0.1 2.829 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 132 38 1424 0.093 132 0.1 2.785 A


C - Erith Road (A206) 153 27 1400 0.109 153 0.1 2.886 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 144 43 1431 0.101 144 0.1 2.796 A


C - Erith Road (A206) 149 39 1395 0.107 149 0.1 2.888 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 99 74 1402 0.071 99 0.1 2.763 A


C - Erith Road (A206) 176 74 1383 0.127 176 0.1 2.982 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 99 74 1402 0.071 99 0.1 2.762 A


C - Erith Road (A206) 176 74 1383 0.127 176 0.1 2.982 A


5

2022 Base, PM Data Errors and Warnings No errors or warnings

Junction Network

Junctions


Traffic Demand

Demand Set Details







D2 2022 Base PM DIRECT 16:45 18:15 90 15





C - Erith Road (A206) ü 100.000

16:45 - 17:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 130


C - Erith Road (A206) 90 36 4

17:00 - 17:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 130


C - Erith Road (A206) 90 36 4

17:15 - 17:30

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 147


C - Erith Road (A206) 83 36 6


6

Vehicle Mix

Results



16:45 - 17:00

17:30 - 17:45

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 159


C - Erith Road (A206) 97 36 2

17:45 - 18:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 150


C - Erith Road (A206) 89 36 0

18:00 - 18:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 150


C - Erith Road (A206) 89 36 0


From






A - Fraser Road (A206) 0.13 2.92 0.1 A


C - Erith Road (A206) 0.10 2.83 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 156 40 1419 0.110 156 0.1 2.850 A


C - Erith Road (A206) 130 16 1411 0.092 130 0.1 2.810 A


7

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 156 40 1419 0.110 156 0.1 2.850 A


C - Erith Road (A206) 130 16 1410 0.092 130 0.1 2.810 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 173 42 1417 0.122 173 0.1 2.893 A


C - Erith Road (A206) 125 16 1412 0.089 125 0.1 2.795 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 185 38 1419 0.130 185 0.1 2.917 A


C - Erith Road (A206) 135 16 1409 0.096 135 0.1 2.825 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 176 36 1420 0.124 176 0.1 2.895 A


C - Erith Road (A206) 125 16 1409 0.089 125 0.1 2.805 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 176 36 1420 0.124 176 0.1 2.894 A


C - Erith Road (A206) 125 16 1409 0.089 125 0.1 2.804 A


8

2022 Base, SAT Data Errors and Warnings No errors or warnings

Junction Network

Junctions


Traffic Demand

Demand Set Details







D3 2022 Base SAT DIRECT 11:45 13:15 90 15





C - Erith Road (A206) ü 100.000

11:45 - 12:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 13 100


C - Erith Road (A206) 118 18 2

12:00 - 12:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 13 100


C - Erith Road (A206) 118 18 2

12:15 - 12:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 126 18 3

Demand (Veh/hr)


9

Vehicle Mix

Results



11:45 - 12:00

12:30 - 12:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 95 18 1

12:45 - 13:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 13 111


C - Erith Road (A206) 98 18 0

13:00 - 13:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 13 111


C - Erith Road (A206) 98 18 0


From






A - Fraser Road (A206) 0.09 2.78 0.1 A


C - Erith Road (A206) 0.10 2.83 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 113 20 1418 0.080 113 0.1 2.757 A


C - Erith Road (A206) 138 8 1417 0.097 138 0.1 2.813 A


10

12:00 - 12:15

12:15 - 12:30

12:30 - 12:45

12:45 - 13:00

13:00 - 13:15




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 113 20 1418 0.080 113 0.1 2.757 A


C - Erith Road (A206) 138 8 1417 0.097 138 0.1 2.813 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 111 21 1418 0.078 111 0.1 2.756 A


C - Erith Road (A206) 147 8 1417 0.104 147 0.1 2.834 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 94 19 1420 0.066 94 0.1 2.716 A


C - Erith Road (A206) 114 8 1418 0.080 114 0.1 2.760 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 124 18 1419 0.087 124 0.1 2.779 A


C - Erith Road (A206) 116 8 1418 0.082 116 0.1 2.765 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 124 18 1419 0.087 124 0.1 2.779 A


C - Erith Road (A206) 116 8 1418 0.082 116 0.1 2.765 A


11

2022 Base + Dev, AM Data Errors and Warnings No errors or warnings

Junction Network

Junctions


Traffic Demand

Demand Set Details












C - Erith Road (A206) ü 100.000

07:45 - 08:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 100 25 7

08:00 - 08:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 100 25 7

08:15 - 08:30

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 34 101


C - Erith Road (A206) 118 27 11


12

Vehicle Mix

Results



07:45 - 08:00

08:30 - 08:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 109 39 4

08:45 - 09:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 105 74 0

09:00 - 09:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 105 74 0


From






A - Fraser Road (A206) 0.10 2.89 0.1 A


C - Erith Road (A206) 0.13 2.96 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 90 32 1383 0.065 90 0.1 2.783 A


C - Erith Road (A206) 132 25 1416 0.093 132 0.1 2.802 A


13

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 90 32 1383 0.065 90 0.1 2.783 A


C - Erith Road (A206) 132 25 1416 0.093 132 0.1 2.802 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 135 38 1381 0.098 135 0.1 2.887 A


C - Erith Road (A206) 156 27 1415 0.110 156 0.1 2.858 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 147 43 1400 0.105 147 0.1 2.871 A


C - Erith Road (A206) 152 39 1410 0.108 152 0.1 2.864 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 102 74 1359 0.075 102 0.1 2.867 A


C - Erith Road (A206) 179 74 1394 0.128 179 0.1 2.961 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 102 74 1358 0.075 102 0.1 2.867 A


C - Erith Road (A206) 179 74 1394 0.128 179 0.1 2.961 A


14

2022 Base + Dev, PM Data Errors and Warnings No errors or warnings

Junction Network

Junctions


Traffic Demand

Demand Set Details












C - Erith Road (A206) ü 100.000

16:45 - 17:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 139


C - Erith Road (A206) 101 36 4

17:00 - 17:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 139


C - Erith Road (A206) 101 36 4

17:15 - 17:30

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 156


C - Erith Road (A206) 95 36 6


15

Vehicle Mix

Results



16:45 - 17:00

17:30 - 17:45

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 168


C - Erith Road (A206) 109 36 2

17:45 - 18:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 159


C - Erith Road (A206) 101 36 0

18:00 - 18:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 159


C - Erith Road (A206) 101 36 0


From






A - Fraser Road (A206) 0.14 2.94 0.2 A


C - Erith Road (A206) 0.10 2.84 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 165 40 1418 0.116 164 0.1 2.869 A


C - Erith Road (A206) 141 16 1415 0.100 141 0.1 2.825 A


16

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 165 40 1418 0.116 165 0.1 2.871 A


C - Erith Road (A206) 141 16 1415 0.100 141 0.1 2.825 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 182 42 1417 0.128 182 0.1 2.915 A


C - Erith Road (A206) 137 16 1416 0.097 137 0.1 2.813 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 194 38 1418 0.137 194 0.2 2.939 A


C - Erith Road (A206) 147 16 1413 0.104 147 0.1 2.842 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 185 36 1420 0.130 185 0.2 2.916 A


C - Erith Road (A206) 137 16 1413 0.097 137 0.1 2.819 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 185 36 1420 0.130 185 0.2 2.914 A


C - Erith Road (A206) 137 16 1413 0.097 137 0.1 2.821 A


17

2022 Base + Dev, SAT Data Errors and Warnings No errors or warnings

Junction Network

Junctions


Traffic Demand

Demand Set Details












C - Erith Road (A206) ü 100.000

11:45 - 12:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 14 111


C - Erith Road (A206) 127 18 2

12:00 - 12:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 14 111


C - Erith Road (A206) 127 18 2

12:15 - 12:30

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 14 109


C - Erith Road (A206) 136 18 3


18

Vehicle Mix

Results



11:45 - 12:00

12:30 - 12:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 105 18 1

12:45 - 13:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 14 123


C - Erith Road (A206) 107 18 0

13:00 - 13:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 14 123


C - Erith Road (A206) 107 18 0


From






A - Fraser Road (A206) 0.10 2.79 0.1 A


C - Erith Road (A206) 0.11 2.86 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 125 20 1426 0.088 125 0.1 2.767 A


C - Erith Road (A206) 147 8 1417 0.104 147 0.1 2.834 A


19

12:00 - 12:15

12:15 - 12:30

12:30 - 12:45

12:45 - 13:00

13:00 - 13:15




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 125 20 1426 0.088 125 0.1 2.767 A


C - Erith Road (A206) 147 8 1417 0.104 147 0.1 2.834 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 123 21 1425 0.086 123 0.1 2.766 A


C - Erith Road (A206) 157 8 1416 0.111 157 0.1 2.857 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 106 19 1427 0.074 106 0.1 2.724 A


C - Erith Road (A206) 124 8 1418 0.087 124 0.1 2.782 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 137 18 1426 0.096 137 0.1 2.791 A


C - Erith Road (A206) 125 8 1417 0.088 125 0.1 2.785 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Fraser Road (A206) 137 18 1426 0.096 137 0.1 2.791 A


C - Erith Road (A206) 125 8 1417 0.088 125 0.1 2.785 A


20

Filename: 180205_Fraser Road Bexley Road Mini Roundabout.j9 Path: C:\Users\Mode\Dropbox (mode)\Project\Reading\1. Projects\J323173 Lidl Erith\4. Data\Junction Models\February 2018 Report generation date: 05/02/2018 15:02:57








2022 BaseA - Bexley Road (A206 east) 0.2 3.13 0.15 A 0.2 3.06 0.19 A 0.2 2.97 0.16 A

B - Bexley Road (A220 west) 0.3 5.52 0.21 A 0.2 5.33 0.16 A 0.2 5.10 0.16 A

C - Erith Road (A206) 0.2 3.95 0.14 A 0.1 3.80 0.13 A 0.1 3.78 0.13 A

2022 Base + DevA - Bexley Road (A206 east) 0.2 3.13 0.15 A 0.2 3.06 0.19 A 0.2 2.97 0.16 A


C - Erith Road (A206) 0.2 3.95 0.14 A 0.1 3.81 0.13 A 0.2 3.78 0.13 A


File summary


Location

Site number

Date 23/01/2018

Version

Status (new file)

Identifier

Client

Jobnumber


Description


1



Units

Analysis Options

Demand Set Summary



Mini-roundabout model Calculate Queue Percentiles Calculate residual capacity RFC Threshold Average Delay threshold (s) Queue threshold (PCU)JUNCTIONS 9 0.85 36.00 20.00


D1 2022 Base AM DIRECT 07:45 09:15 90 15

D2 2022 Base PM DIRECT 16:45 18:15 90 15

D3 2022 Base SAT DIRECT 11:45 13:15 90 15





A1 100.000


2


Junction Network

Junctions


Arms

Arms

Mini Roundabout Geometry




Traffic Demand

Demand Set Details


1 Bexley Road Mini-Rbt (Existing) Mini-roundabout A, B, C 4.17 A

Driving side Lighting Road surface In LondonLeft Normal/unknown Normal/unknown


A Bexley Road (A206 east)

B Bexley Road (A220 west)

C Erith Road (A206)

Arm Approach road half-width (m)

Minimum approach road half-width (m)

Entry width (m)

Effective flare length (m)

Distance to next arm (m)

Entry corner kerb line distance (m)

Gradient over 50m (%)

Kerbed central island

A - Bexley Road (A206 east) 3.70 3.70 6.00 6.4 20.00 19.30 0.0

B - Bexley Road (A220 west) 4.20 4.20 4.90 5.2 10.00 2.00 0.0

C - Erith Road (A206) 4.30 4.30 6.60 2.4 17.90 18.90 0.0


A - Bexley Road (A206 east) 0.871 1535

B - Bexley Road (A220 west) 0.654 943

C - Erith Road (A206) 0.836 1223


D1 2022 Base AM DIRECT 07:45 09:15 90 15



3



Vehicle Mix


A - Bexley Road (A206 east) ü 100.000

B - Bexley Road (A220 west) ü 100.000

C - Erith Road (A206) ü 100.000

07:45 - 08:00

Demand (Veh/hr) To

From

A - Bexley Road (A206 east) B - Bexley Road (A220 west) C - Erith Road (A206)

A - Bexley Road (A206 east) 0 62 80

B - Bexley Road (A220 west) 121 0 42

C - Erith Road (A206) 100 33 0

08:00 - 08:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 100 33 0

08:15 - 08:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 99 35 0

08:30 - 08:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 117 32 0

08:45 - 09:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 105 32 0

09:00 - 09:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 105 32 0


From






4

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15


A - Bexley Road (A206 east) 0.15 3.13 0.2 A

B - Bexley Road (A220 west) 0.21 5.52 0.3 A

C - Erith Road (A206) 0.14 3.95 0.2 A




(Veh/hr)End queue

(Veh) Delay (s) LOS

A - Bexley Road (A206 east) 142 33 1355 0.105 142 0.1 2.967 A

B - Bexley Road (A220 west) 163 80 845 0.193 162 0.2 5.263 A

C - Erith Road (A206) 133 120 1063 0.125 132 0.1 3.864 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 133 121 1063 0.125 133 0.1 3.871 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 134 143 1045 0.128 134 0.1 3.951 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 149 118 1064 0.140 149 0.2 3.934 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 137 118 1065 0.129 137 0.1 3.881 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 137 118 1065 0.129 137 0.1 3.881 A


5


Junction Network

Junctions


Traffic Demand

Demand Set Details







D2 2022 Base PM DIRECT 16:45 18:15 90 15





C - Erith Road (A206) ü 100.000

16:45 - 17:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 96 31 0

17:00 - 17:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 96 31 0

17:15 - 17:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 91 28 0


6

Vehicle Mix

Results



16:45 - 17:00

17:30 - 17:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 105 31 0

17:45 - 18:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 97 29 0

18:00 - 18:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 97 29 0


From








C - Erith Road (A206) 0.13 3.80 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 127 106 1074 0.118 126 0.1 3.799 A


7

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 127 107 1073 0.118 127 0.1 3.804 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 119 88 1089 0.109 119 0.1 3.709 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 136 95 1083 0.126 136 0.1 3.798 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 126 98 1081 0.117 126 0.1 3.769 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 126 98 1081 0.117 126 0.1 3.772 A


8


Junction Network

Junctions


Traffic Demand

Demand Set Details







D3 2022 Base SAT DIRECT 11:45 13:15 90 15





C - Erith Road (A206) ü 100.000

11:45 - 12:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 107 33 0

12:00 - 12:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 107 33 0

12:15 - 12:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 99 42 0


9

Vehicle Mix

Results



11:45 - 12:00

12:30 - 12:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 78 36 0

12:45 - 13:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 75 41 0

13:00 - 13:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 75 41 0


From








C - Erith Road (A206) 0.13 3.78 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 140 96 1102 0.127 139 0.1 3.739 A


10

12:00 - 12:15

12:15 - 12:30

12:30 - 12:45

12:45 - 13:00

13:00 - 13:15




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 140 97 1101 0.127 140 0.1 3.744 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 141 110 1093 0.129 141 0.1 3.780 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 114 103 1100 0.104 114 0.1 3.652 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 116 113 1093 0.106 116 0.1 3.683 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 116 113 1093 0.106 116 0.1 3.683 A


11


Junction Network

Junctions


Traffic Demand

Demand Set Details












C - Erith Road (A206) ü 100.000

07:45 - 08:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 101 33 0

08:00 - 08:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 101 33 0

08:15 - 08:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 100 35 0


12

Vehicle Mix

Results



07:45 - 08:00

08:30 - 08:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 118 32 0

08:45 - 09:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 106 32 0

09:00 - 09:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 106 32 0


From








C - Erith Road (A206) 0.14 3.95 0.2 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 134 119 1064 0.126 133 0.1 3.865 A


13

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 134 120 1064 0.126 134 0.1 3.872 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 135 142 1046 0.129 135 0.1 3.952 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 150 117 1065 0.141 150 0.2 3.935 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 138 117 1066 0.130 138 0.1 3.881 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 138 117 1066 0.130 138 0.1 3.880 A


14


Junction Network

Junctions


Traffic Demand

Demand Set Details












C - Erith Road (A206) ü 100.000

16:45 - 17:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 98 32 0

17:00 - 17:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 98 32 0

17:15 - 17:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 93 29 0


15

Vehicle Mix

Results



16:45 - 17:00

17:30 - 17:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 107 32 0

17:45 - 18:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 99 30 0

18:00 - 18:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 99 30 0


From








C - Erith Road (A206) 0.13 3.81 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 130 104 1075 0.121 129 0.1 3.804 A


16

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 130 105 1075 0.121 130 0.1 3.809 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 122 86 1091 0.112 122 0.1 3.714 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 139 93 1085 0.128 139 0.1 3.804 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 129 96 1083 0.119 129 0.1 3.774 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 129 96 1083 0.119 129 0.1 3.777 A


17


Junction Network

Junctions


Traffic Demand

Demand Set Details












C - Erith Road (A206) ü 100.000

11:45 - 12:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 111 35 0

12:00 - 12:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 111 35 0

12:15 - 12:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 102 43 0


18

Vehicle Mix

Results



11:45 - 12:00

12:30 - 12:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 82 38 0

12:45 - 13:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 79 42 0

13:00 - 13:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 79 42 0


From








C - Erith Road (A206) 0.13 3.78 0.2 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 146 94 1107 0.132 145 0.2 3.743 A


19

12:00 - 12:15

12:15 - 12:30

12:30 - 12:45

12:45 - 13:00

13:00 - 13:15




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 146 95 1106 0.132 146 0.2 3.747 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 145 108 1098 0.132 145 0.2 3.777 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 120 100 1105 0.109 120 0.1 3.653 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 121 111 1097 0.110 121 0.1 3.686 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 121 111 1097 0.110 121 0.1 3.686 A


20

Filename: 180205_Fraser Road Bexley Road Mini Roundabout - Stomor Mitigation.j9 Path: C:\Users\Mode\Dropbox (mode)\Project\Reading\1. Projects\J323173 Lidl Erith\4. Data\Junction Models\February 2018 Report generation date: 05/02/2018 15:12:40








2022 BaseA - Bexley Road (A206 east) 0.2 2.73 0.14 A 0.2 2.64 0.17 A 0.2 2.59 0.14 A


C - Erith Road (A206) 0.1 3.17 0.12 A 0.1 3.06 0.10 A 0.1 3.04 0.11 A

2022 Base + DevA - Bexley Road (A206 east) 0.2 2.73 0.14 A 0.2 2.65 0.17 A 0.2 2.59 0.14 A


C - Erith Road (A206) 0.1 3.17 0.12 A 0.1 3.06 0.11 A 0.1 3.03 0.11 A


File summary


Location

Site number

Date 23/01/2018

Version

Status (new file)

Identifier

Client

Jobnumber


Description


1



Units

Analysis Options

Demand Set Summary



Mini-roundabout model Calculate Queue Percentiles Calculate residual capacity RFC Threshold Average Delay threshold (s) Queue threshold (PCU)JUNCTIONS 9 0.85 36.00 20.00


D1 2022 Base AM DIRECT 07:45 09:15 90 15

D2 2022 Base PM DIRECT 16:45 18:15 90 15

D3 2022 Base SAT DIRECT 11:45 13:15 90 15





A1 100.000


2


Junction Network

Junctions


Arms

Arms

Mini Roundabout Geometry




Traffic Demand

Demand Set Details


1 Bexley Road Mini-Rbt (Stomor Mit.) Mini-roundabout A, B, C 3.34 A



A Bexley Road (A206 east)

B Bexley Road (A220 west)

C Erith Road (A206)

Arm Approach road half-width (m)

Minimum approach road half-width (m)

Entry width (m)

Effective flare length (m)

Distance to next arm (m)

Entry corner kerb line distance (m)

Gradient over 50m (%)

Kerbed central island

A - Bexley Road (A206 east) 3.10 3.10 6.00 11.5 20.00 20.00 0.0

B - Bexley Road (A220 west) 4.20 4.20 6.60 29.7 9.40 2.00 0.0

C - Erith Road (A206) 4.20 4.20 5.90 5.1 20.00 20.00 0.0


A - Bexley Road (A206 east) 0.959 1726

B - Bexley Road (A220 west) 0.708 1168

C - Erith Road (A206) 0.971 1480


D1 2022 Base AM DIRECT 07:45 09:15 90 15



3



Vehicle Mix




C - Erith Road (A206) ü 100.000

07:45 - 08:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 100 33 0

08:00 - 08:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 100 33 0

08:15 - 08:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 99 35 0

08:30 - 08:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 117 32 0

08:45 - 09:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 105 32 0

09:00 - 09:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 105 32 0


From






4

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15




C - Erith Road (A206) 0.12 3.17 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 133 120 1291 0.103 133 0.1 3.105 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 133 121 1290 0.103 133 0.1 3.109 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 134 143 1270 0.106 134 0.1 3.169 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 149 118 1292 0.115 149 0.1 3.150 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 137 118 1293 0.106 137 0.1 3.114 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 137 118 1293 0.106 137 0.1 3.116 A


5


Junction Network

Junctions


Traffic Demand

Demand Set Details







D2 2022 Base PM DIRECT 16:45 18:15 90 15





C - Erith Road (A206) ü 100.000

16:45 - 17:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 96 31 0

17:00 - 17:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 96 31 0

17:15 - 17:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 91 28 0


6

Vehicle Mix

Results



16:45 - 17:00

17:30 - 17:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 105 31 0

17:45 - 18:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 97 29 0

18:00 - 18:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 97 29 0


From








C - Erith Road (A206) 0.10 3.06 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 127 107 1303 0.097 127 0.1 3.061 A


7

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 127 107 1302 0.098 127 0.1 3.062 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 119 88 1321 0.090 119 0.1 2.996 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 136 95 1314 0.103 136 0.1 3.054 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 126 98 1311 0.096 126 0.1 3.039 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 126 98 1311 0.096 126 0.1 3.039 A


8


Junction Network

Junctions


Traffic Demand

Demand Set Details







D3 2022 Base SAT DIRECT 11:45 13:15 90 15





C - Erith Road (A206) ü 100.000

11:45 - 12:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 107 33 0

12:00 - 12:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 107 33 0

12:15 - 12:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 99 42 0


9

Vehicle Mix

Results



11:45 - 12:00

12:30 - 12:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 78 36 0

12:45 - 13:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 75 41 0

13:00 - 13:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 75 41 0


From








C - Erith Road (A206) 0.11 3.04 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 140 97 1336 0.105 140 0.1 3.008 A


10

12:00 - 12:15

12:15 - 12:30

12:30 - 12:45

12:45 - 13:00

13:00 - 13:15




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 140 97 1336 0.105 140 0.1 3.009 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 141 110 1326 0.106 141 0.1 3.036 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 114 103 1334 0.085 114 0.1 2.949 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 116 113 1327 0.087 116 0.1 2.972 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 116 113 1327 0.087 116 0.1 2.973 A


11


Junction Network

Junctions


Traffic Demand

Demand Set Details












C - Erith Road (A206) ü 100.000

07:45 - 08:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 101 33 0

08:00 - 08:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 101 33 0

08:15 - 08:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 100 35 0


12

Vehicle Mix

Results



07:45 - 08:00

08:30 - 08:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 118 32 0

08:45 - 09:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 106 32 0

09:00 - 09:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 106 32 0


From








C - Erith Road (A206) 0.12 3.17 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 134 119 1292 0.104 134 0.1 3.106 A


13

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 134 120 1291 0.104 134 0.1 3.109 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 135 142 1270 0.106 135 0.1 3.169 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 150 117 1293 0.116 150 0.1 3.150 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 138 117 1294 0.107 138 0.1 3.117 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 138 117 1294 0.107 138 0.1 3.117 A


14


Junction Network

Junctions


Traffic Demand

Demand Set Details












C - Erith Road (A206) ü 100.000

16:45 - 17:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 98 32 0

17:00 - 17:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 98 32 0

17:15 - 17:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 93 29 0


15

Vehicle Mix

Results



16:45 - 17:00

17:30 - 17:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 107 32 0

17:45 - 18:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 99 30 0

18:00 - 18:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 99 30 0


From








C - Erith Road (A206) 0.11 3.06 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 130 105 1305 0.100 130 0.1 3.063 A


16

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 130 105 1304 0.100 130 0.1 3.065 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 122 86 1323 0.092 122 0.1 2.996 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 139 93 1316 0.106 139 0.1 3.057 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 129 96 1313 0.098 129 0.1 3.039 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 129 96 1313 0.098 129 0.1 3.039 A


17


Junction Network

Junctions


Traffic Demand

Demand Set Details












C - Erith Road (A206) ü 100.000

11:45 - 12:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 111 35 0

12:00 - 12:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 111 35 0

12:15 - 12:30

Demand (Veh/hr) To

From




C - Erith Road (A206) 102 43 0


18

Vehicle Mix

Results



11:45 - 12:00

12:30 - 12:45

Demand (Veh/hr) To

From




C - Erith Road (A206) 82 38 0

12:45 - 13:00

Demand (Veh/hr) To

From




C - Erith Road (A206) 79 42 0

13:00 - 13:15

Demand (Veh/hr) To

From




C - Erith Road (A206) 79 42 0


From








C - Erith Road (A206) 0.11 3.03 0.1 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 146 95 1342 0.109 146 0.1 3.006 A


19

12:00 - 12:15

12:15 - 12:30

12:30 - 12:45

12:45 - 13:00

13:00 - 13:15




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 146 95 1342 0.109 146 0.1 3.009 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 145 108 1332 0.109 145 0.1 3.032 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 120 100 1341 0.089 120 0.1 2.948 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 121 111 1332 0.091 121 0.1 2.972 A




(Veh/hr)End queue

(Veh) Delay (s) LOS



C - Erith Road (A206) 121 111 1332 0.091 121 0.1 2.973 A


20

Filename: 180205_Madford Trading Park Priority Junction.j9 Path: C:\Users\Mode\Dropbox (mode)\Project\Reading\1. Projects\J323173 Lidl Erith\4. Data\Junction Models\February 2018 Report generation date: 05/02/2018 15:41:34

»2022 Base, AM »2022 Base, PM »2022 Base, SAT »2022 Base, SUN »2022 Base + Dev, AM »2022 Base + Dev, PM »2022 Base + Dev, SAT »2022 Base + Dev, SUN


Junctions 9PICADY 9 - Priority Intersection Module




AM PM SAT SUN

Queue (Veh)

Delay (s) RFC LOS Queue

(Veh)Delay

(s) RFC LOS Queue (Veh)

Delay (s) RFC LOS Queue

(Veh)Delay

(s) RFC LOS

2022 BaseStream B-C 0.0 5.85 0.02 A 0.0 5.69 0.02 A 0.0 5.92 0.03 A 0.0 5.91 0.02 A

Stream B-A 0.0 7.58 0.02 A 0.0 7.22 0.01 A 0.0 7.69 0.03 A 0.0 7.74 0.03 A

Stream C-AB 0.0 6.03 0.02 A 0.0 5.77 0.01 A 0.0 5.89 0.02 A 0.0 5.88 0.02 A

2022 Base + DevStream B-C 0.0 5.83 0.02 A 0.0 5.81 0.04 A 0.1 5.97 0.05 A 0.0 5.97 0.05 A

Stream B-A 0.0 6.89 0.02 A 0.0 7.06 0.02 A 0.0 6.95 0.04 A 0.0 6.99 0.04 A

Stream C-AB 0.0 5.96 0.03 A 0.0 5.93 0.04 A 0.0 5.98 0.04 A 0.0 6.02 0.05 A


File summary


Location

Site number

Date 22/01/2018

Version

Status (new file)

Identifier

Client

Jobnumber


Description


1



Units

Analysis Options

Demand Set Summary



Calculate Queue Percentiles Calculate residual capacity RFC Threshold Average Delay threshold (s) Queue threshold (PCU) 0.85 36.00 20.00


D1 2022 Base AM DIRECT 07:45 09:15 90 15

D2 2022 Base PM DIRECT 16:45 18:15 90 15

D3 2022 Base SAT DIRECT 11:45 13:15 90 15

D4 2022 Base SUN DIRECT 11:45 13:15 90 15




D8 2022 Base + Dev SUN DIRECT 11:45 13:15 90 15


A1 100.000


2


Junction Network

Junctions


Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry


Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments. Streams may be combined, in which case capacity will be adjusted. Values are shown for the first time segment only; they may differ for subsequent time segments.

Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS

1 Madford Trading Park Priority Junction T-Junction Two-way 0.44 A


Arm Name Description Arm type

A Fraser Road (A206) Major

B Site Access Minor

C Fraser Road (A206) Major

Arm Width of carriageway (m)

Has kerbed central reserve

Has right turn bay

Width for right turn (m)

Visibility for right turn (m) Blocks? Blocking queue

(PCU)

C - Fraser Road (A206) 8.90 ü 2.40 132.2 ü 2.00

Arm Minor arm type

Width at give-way (m)

Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate flare length

Flare length (PCU)

Visibility to left (m)

Visibility to right (m)

B - Site AccessOne lane plus flare

10.00 4.20 3.00 3.00 3.00 1.00 21 22

Junction Stream Intercept(Veh/hr)

Slopefor A-B

Slopefor A-C

Slopefor C-A

Slopefor C-B

1 B-A 594 0.095 0.239 0.150 0.342

1 B-C 679 0.091 0.230 - -

1 C-B 665 0.225 0.225 - -


3

Traffic Demand

Demand Set Details




D1 2022 Base AM DIRECT 07:45 09:15 90 15




B - Site Access ü 100.000

C - Fraser Road (A206) ü 100.000

07:45 - 08:00

Demand (Veh/hr) To

From

A - Fraser Road (A206) B - Site Access C - Fraser Road (A206)


B - Site Access 2 0 7

C - Fraser Road (A206) 109 1 0

08:00 - 08:15

Demand (Veh/hr) To

From





08:15 - 08:30

Demand (Veh/hr) To

From





08:30 - 08:45

Demand (Veh/hr) To

From





08:45 - 09:00

Demand (Veh/hr) To

From





09:00 - 09:15

Demand (Veh/hr) To

From






4

Vehicle Mix

Results



07:45 - 08:00

08:00 - 08:15

08:15 - 08:30


From





Stream Max RFC Max delay (s) Max Queue (Veh) Max LOS

B-C 0.02 5.85 0.0 A

B-A 0.02 7.58 0.0 A

C-AB 0.02 6.03 0.0 A

C-A

A-B

A-C

Stream Total Demand (Veh/hr) Capacity (Veh/hr) RFC Throughput

(Veh/hr) End queue (Veh) Delay (s) LOS

B-C 7 635 0.011 7 0.0 5.730 A

B-A 2 552 0.004 2 0.0 6.544 A

C-AB 1 616 0.002 1 0.0 5.857 A

C-A 109 109

A-B 8 8

A-C 94 94



B-C 7 635 0.011 7 0.0 5.730 A

B-A 2 552 0.004 2 0.0 6.544 A

C-AB 1 616 0.002 1 0.0 5.857 A

C-A 109 109

A-B 8 8

A-C 94 94



B-C 3 630 0.005 3 0.0 5.744 A

B-A 1 544 0.002 1 0.0 6.626 A

C-AB 13 610 0.021 13 0.0 6.027 A

C-A 92 92

A-B 6 6

A-C 119 119


5

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15



B-C 11 627 0.018 11 0.0 5.847 A

B-A 2 540 0.004 2 0.0 6.686 A

C-AB 7 607 0.012 7 0.0 5.998 A

C-A 111 111

A-B 8 8

A-C 130 130



B-C 8 716 0.011 8 0.0 5.086 A

B-A 9 484 0.019 9 0.0 7.579 A

C-AB 7 617 0.011 7 0.0 5.901 A

C-A 148 148

A-B 10 10

A-C 85 85



B-C 8 716 0.011 8 0.0 5.086 A

B-A 9 484 0.019 9 0.0 7.579 A

C-AB 7 617 0.011 7 0.0 5.899 A

C-A 148 148

A-B 10 10

A-C 85 85


6


Junction Network

Junctions


Traffic Demand

Demand Set Details







D2 2022 Base PM DIRECT 16:45 18:15 90 15






16:45 - 17:00

Demand (Veh/hr) To

From





17:00 - 17:15

Demand (Veh/hr) To

From





17:15 - 17:30

Demand (Veh/hr) To

From






7

Vehicle Mix

Results



16:45 - 17:00

17:30 - 17:45

Demand (Veh/hr) To

From





17:45 - 18:00

Demand (Veh/hr) To

From





18:00 - 18:15

Demand (Veh/hr) To

From






From






B-C 0.02 5.69 0.0 A

B-A 0.01 7.22 0.0 A

C-AB 0.01 5.77 0.0 A

C-A

A-B

A-C



B-C 9 642 0.014 9 0.0 5.686 A

B-A 6 507 0.012 6 0.0 7.182 A

C-AB 7 631 0.011 7 0.0 5.772 A

C-A 84 84

A-B 0 0

A-C 147 147


8

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15



B-C 9 642 0.014 9 0.0 5.686 A

B-A 6 507 0.012 6 0.0 7.182 A

C-AB 7 631 0.011 7 0.0 5.772 A

C-A 84 84

A-B 0 0

A-C 147 147



B-C 7 643 0.011 7 0.0 5.655 A

B-A 2 507 0.004 2 0.0 7.124 A

C-AB 7 630 0.011 7 0.0 5.774 A

C-A 83 83

A-B 3 3

A-C 145 145



B-C 7 644 0.011 7 0.0 5.649 A

B-A 5 503 0.010 5 0.0 7.220 A

C-AB 8 632 0.013 8 0.0 5.766 A

C-A 121 121

A-B 3 3

A-C 137 137



B-C 10 643 0.016 10 0.0 5.686 A

B-A 2 507 0.004 2 0.0 7.122 A

C-AB 2 629 0.003 2 0.0 5.739 A

C-A 91 91

A-B 6 6

A-C 146 146



B-C 10 643 0.016 10 0.0 5.686 A

B-A 2 507 0.004 2 0.0 7.121 A

C-AB 2 629 0.003 2 0.0 5.738 A

C-A 91 91

A-B 6 6

A-C 146 146


9


Junction Network

Junctions


Traffic Demand

Demand Set Details







D3 2022 Base SAT DIRECT 11:45 13:15 90 15






11:45 - 12:00

Demand (Veh/hr) To

From




C - Fraser Road (A206) 120 14 0

12:00 - 12:15

Demand (Veh/hr) To

From




C - Fraser Road (A206) 120 14 0

12:15 - 12:30

Demand (Veh/hr) To

From




C - Fraser Road (A206) 120 12 0


10

Vehicle Mix

Results



11:45 - 12:00

12:30 - 12:45

Demand (Veh/hr) To

From





12:45 - 13:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 19 107



13:00 - 13:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 19 107




From






B-C 0.03 5.92 0.0 A

B-A 0.03 7.69 0.0 A

C-AB 0.02 5.89 0.0 A

C-A

A-B

A-C



B-C 15 625 0.024 15 0.0 5.900 A

B-A 12 534 0.022 12 0.0 6.896 A

C-AB 14 627 0.022 14 0.0 5.869 A

C-A 120 120

A-B 17 17

A-C 99 99


11

12:00 - 12:15

12:15 - 12:30

12:30 - 12:45

12:45 - 13:00

13:00 - 13:15



B-C 15 625 0.024 15 0.0 5.900 A

B-A 12 534 0.022 12 0.0 6.897 A

C-AB 14 627 0.022 14 0.0 5.869 A

C-A 120 120

A-B 17 17

A-C 99 99



B-C 14 626 0.022 14 0.0 5.882 A

B-A 10 535 0.019 10 0.0 6.854 A

C-AB 12 629 0.019 12 0.0 5.840 A

C-A 120 120

A-B 11 11

A-C 99 99



B-C 12 710 0.017 12 0.0 5.158 A

B-A 14 482 0.029 14 0.0 7.690 A

C-AB 12 634 0.019 12 0.0 5.791 A

C-A 99 99

A-B 12 12

A-C 76 76



B-C 16 624 0.026 16 0.0 5.924 A

B-A 10 536 0.019 10 0.0 6.841 A

C-AB 14 625 0.022 14 0.0 5.891 A

C-A 91 91

A-B 19 19

A-C 107 107



B-C 16 624 0.026 16 0.0 5.924 A

B-A 10 536 0.019 10 0.0 6.843 A

C-AB 14 625 0.022 14 0.0 5.891 A

C-A 91 91

A-B 19 19

A-C 107 107


12

2022 Base, SUN Data Errors and Warnings No errors or warnings

Junction Network

Junctions


Traffic Demand

Demand Set Details







D4 2022 Base SUN DIRECT 11:45 13:15 90 15






11:45 - 12:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 17 103


C - Fraser Road (A206) 127 14 0

12:00 - 12:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 17 103


C - Fraser Road (A206) 127 14 0

12:15 - 12:30

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 11 103


C - Fraser Road (A206) 129 12 0


13

Vehicle Mix

Results



11:45 - 12:00

12:30 - 12:45

Demand (Veh/hr) To

From




C - Fraser Road (A206) 117 12 0

12:45 - 13:00

Demand (Veh/hr) To

From




C - Fraser Road (A206) 117 12 0

13:00 - 13:15

Demand (Veh/hr) To

From




C - Fraser Road (A206) 117 12 0


From






B-C 0.02 5.91 0.0 A

B-A 0.03 7.74 0.0 A

C-AB 0.02 5.88 0.0 A

C-A

A-B

A-C



B-C 15 624 0.024 15 0.0 5.910 A

B-A 12 532 0.023 12 0.0 6.922 A

C-AB 14 626 0.022 14 0.0 5.878 A

C-A 127 127

A-B 17 17

A-C 103 103


14

12:00 - 12:15

12:15 - 12:30

12:30 - 12:45

12:45 - 13:00

13:00 - 13:15



B-C 15 624 0.024 15 0.0 5.910 A

B-A 12 532 0.023 12 0.0 6.922 A

C-AB 14 626 0.022 14 0.0 5.878 A

C-A 127 127

A-B 17 17

A-C 103 103



B-C 14 625 0.022 14 0.0 5.889 A

B-A 10 533 0.019 10 0.0 6.884 A

C-AB 12 628 0.019 12 0.0 5.849 A

C-A 129 129

A-B 11 11

A-C 103 103



B-C 12 709 0.017 12 0.0 5.162 A

B-A 14 479 0.029 14 0.0 7.739 A

C-AB 12 633 0.019 12 0.0 5.799 A

C-A 117 117

A-B 12 12

A-C 79 79



B-C 12 709 0.017 12 0.0 5.162 A

B-A 14 479 0.029 14 0.0 7.739 A

C-AB 12 633 0.019 12 0.0 5.799 A

C-A 117 117

A-B 12 12

A-C 79 79



B-C 12 709 0.017 12 0.0 5.162 A

B-A 14 479 0.029 14 0.0 7.739 A

C-AB 12 633 0.019 12 0.0 5.797 A

C-A 117 117

A-B 12 12

A-C 79 79


15


Junction Network

Junctions


Traffic Demand

Demand Set Details













07:45 - 08:00

Demand (Veh/hr) To

From





08:00 - 08:15

Demand (Veh/hr) To

From





08:15 - 08:30

Demand (Veh/hr) To

From






16

Vehicle Mix

Results



07:45 - 08:00

08:30 - 08:45

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 10 130


C - Fraser Road (A206) 110 12 0

08:45 - 09:00

Demand (Veh/hr) To

From




C - Fraser Road (A206) 147 12 0

09:00 - 09:15

Demand (Veh/hr) To

From




C - Fraser Road (A206) 147 12 0


From






B-C 0.02 5.83 0.0 A

B-A 0.02 6.89 0.0 A

C-AB 0.03 5.96 0.0 A

C-A

A-B

A-C



B-C 11 641 0.017 11 0.0 5.714 A

B-A 4 540 0.007 4 0.0 6.719 A

C-AB 6 627 0.010 6 0.0 5.792 A

C-A 108 108

A-B 10 10

A-C 93 93


17

08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15



B-C 11 641 0.017 11 0.0 5.714 A

B-A 4 540 0.007 4 0.0 6.719 A

C-AB 6 627 0.010 6 0.0 5.792 A

C-A 108 108

A-B 10 10

A-C 93 93



B-C 7 635 0.011 7 0.0 5.731 A

B-A 3 532 0.006 3 0.0 6.803 A

C-AB 18 622 0.029 18 0.0 5.959 A

C-A 91 91

A-B 8 8

A-C 118 118



B-C 15 632 0.024 15 0.0 5.834 A

B-A 4 528 0.008 4 0.0 6.869 A

C-AB 12 619 0.019 12 0.0 5.933 A

C-A 110 110

A-B 10 10

A-C 130 130



B-C 12 641 0.019 12 0.0 5.728 A

B-A 11 534 0.021 11 0.0 6.886 A

C-AB 12 629 0.019 12 0.0 5.835 A

C-A 147 147

A-B 12 12

A-C 84 84



B-C 12 641 0.019 12 0.0 5.725 A

B-A 11 534 0.021 11 0.0 6.886 A

C-AB 12 629 0.019 12 0.0 5.833 A

C-A 147 147

A-B 12 12

A-C 84 84


18


Junction Network

Junctions


Traffic Demand

Demand Set Details













16:45 - 17:00

Demand (Veh/hr) To

From





17:00 - 17:15

Demand (Veh/hr) To

From





17:15 - 17:30

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 10 140




19

Vehicle Mix

Results



16:45 - 17:00

17:30 - 17:45

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 10 132


C - Fraser Road (A206) 110 24 0

17:45 - 18:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 13 141



18:00 - 18:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 13 141




From






B-C 0.04 5.81 0.0 A

B-A 0.02 7.06 0.0 A

C-AB 0.04 5.93 0.0 A

C-A

A-B

A-C



B-C 22 641 0.034 22 0.0 5.812 A

B-A 11 524 0.021 11 0.0 7.019 A

C-AB 23 630 0.037 23 0.0 5.925 A

C-A 73 73

A-B 7 7

A-C 142 142


20

17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00

18:00 - 18:15



B-C 22 641 0.034 22 0.0 5.814 A

B-A 11 524 0.021 11 0.0 7.020 A

C-AB 23 630 0.037 23 0.0 5.927 A

C-A 73 73

A-B 7 7

A-C 142 142



B-C 20 642 0.031 20 0.0 5.785 A

B-A 7 524 0.013 7 0.0 6.965 A

C-AB 23 630 0.037 23 0.0 5.929 A

C-A 72 72

A-B 10 10

A-C 140 140



B-C 20 643 0.031 20 0.0 5.773 A

B-A 10 520 0.019 10 0.0 7.058 A

C-AB 24 632 0.038 24 0.0 5.920 A

C-A 110 110

A-B 10 10

A-C 132 132



B-C 23 642 0.036 23 0.0 5.815 A

B-A 7 524 0.013 7 0.0 6.965 A

C-AB 18 629 0.029 18 0.0 5.890 A

C-A 81 81

A-B 13 13

A-C 141 141



B-C 23 642 0.036 23 0.0 5.815 A

B-A 7 524 0.013 7 0.0 6.964 A

C-AB 18 629 0.029 18 0.0 5.892 A

C-A 81 81

A-B 13 13

A-C 141 141


21


Junction Network

Junctions


Traffic Demand

Demand Set Details













11:45 - 12:00

Demand (Veh/hr) To

From




C - Fraser Road (A206) 109 26 0

12:00 - 12:15

Demand (Veh/hr) To

From




C - Fraser Road (A206) 109 26 0

12:15 - 12:30

Demand (Veh/hr) To

From




C - Fraser Road (A206) 109 24 0


22

Vehicle Mix

Results



11:45 - 12:00

12:30 - 12:45

Demand (Veh/hr) To

From





12:45 - 13:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 25 103



13:00 - 13:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 25 103




From






B-C 0.05 5.97 0.1 A

B-A 0.04 6.95 0.0 A

C-AB 0.04 5.98 0.0 A

C-A

A-B

A-C



B-C 30 635 0.047 30 0.0 5.946 A

B-A 19 537 0.035 19 0.0 6.949 A

C-AB 26 630 0.041 26 0.0 5.961 A

C-A 109 109

A-B 23 23

A-C 96 96


23

12:00 - 12:15

12:15 - 12:30

12:30 - 12:45

12:45 - 13:00

13:00 - 13:15



B-C 30 635 0.047 30 0.0 5.949 A

B-A 19 537 0.035 19 0.0 6.952 A

C-AB 26 630 0.041 26 0.0 5.963 A

C-A 109 109

A-B 23 23

A-C 96 96



B-C 29 636 0.046 29 0.0 5.930 A

B-A 17 538 0.032 17 0.0 6.912 A

C-AB 24 631 0.038 24 0.0 5.931 A

C-A 109 109

A-B 17 17

A-C 96 96



B-C 27 641 0.042 27 0.0 5.866 A

B-A 21 547 0.038 21 0.0 6.844 A

C-AB 24 636 0.038 24 0.0 5.881 A

C-A 89 89

A-B 18 18

A-C 72 72



B-C 31 634 0.049 31 0.1 5.970 A

B-A 17 539 0.032 17 0.0 6.894 A

C-AB 26 627 0.041 26 0.0 5.984 A

C-A 81 81

A-B 25 25

A-C 103 103



B-C 31 634 0.049 31 0.1 5.970 A

B-A 17 539 0.032 17 0.0 6.896 A

C-AB 26 627 0.041 26 0.0 5.984 A

C-A 81 81

A-B 25 25

A-C 103 103


24

2022 Base + Dev, SUN Data Errors and Warnings No errors or warnings

Junction Network

Junctions


Traffic Demand

Demand Set Details







D8 2022 Base + Dev SUN DIRECT 11:45 13:15 90 15






11:45 - 12:00

Demand (Veh/hr) To

From




C - Fraser Road (A206) 115 29 0

12:00 - 12:15

Demand (Veh/hr) To

From




C - Fraser Road (A206) 115 29 0

12:15 - 12:30

Demand (Veh/hr) To

From




C - Fraser Road (A206) 117 27 0


25

Vehicle Mix

Results



11:45 - 12:00

12:30 - 12:45

Demand (Veh/hr) To

From




C - Fraser Road (A206) 104 27 0

12:45 - 13:00

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 106


C - Fraser Road (A206) 119 29 0

13:00 - 13:15

Demand (Veh/hr) To

From


A - Fraser Road (A206) 0 26 106


C - Fraser Road (A206) 119 29 0


From






B-C 0.05 5.97 0.0 A

B-A 0.04 6.99 0.0 A

C-AB 0.05 6.02 0.0 A

C-A

A-B

A-C



B-C 29 635 0.046 29 0.0 5.942 A

B-A 19 534 0.036 19 0.0 6.983 A

C-AB 29 629 0.046 29 0.0 5.997 A

C-A 115 115

A-B 24 24

A-C 99 99


26

12:00 - 12:15

12:15 - 12:30

12:30 - 12:45

12:45 - 13:00

13:00 - 13:15



B-C 29 635 0.046 29 0.0 5.944 A

B-A 19 534 0.036 19 0.0 6.986 A

C-AB 29 629 0.046 29 0.0 5.999 A

C-A 115 115

A-B 24 24

A-C 99 99



B-C 28 636 0.044 28 0.0 5.926 A

B-A 17 535 0.032 17 0.0 6.947 A

C-AB 27 630 0.043 27 0.0 5.969 A

C-A 117 117

A-B 18 18

A-C 99 99



B-C 26 640 0.041 26 0.0 5.863 A

B-A 21 543 0.039 21 0.0 6.896 A

C-AB 27 636 0.043 27 0.0 5.915 A

C-A 104 104

A-B 19 19

A-C 75 75



B-C 30 633 0.047 30 0.0 5.966 A

B-A 17 532 0.032 17 0.0 6.994 A

C-AB 29 627 0.046 29 0.0 6.019 A

C-A 119 119

A-B 26 26

A-C 106 106



B-C 30 633 0.047 30 0.0 5.966 A

B-A 17 532 0.032 17 0.0 6.993 A

C-AB 29 627 0.046 29 0.0 6.019 A

C-A 119 119

A-B 26 26

A-C 106 106


27



Appendix N PIC Data

Fraser Rd - personal injury collisions - 36 months to 31 Dec 2016

11 SEP 2017 12:21Date:

Page:

Interpreted Listing

RACCM28INTLVAUGHANMR LAAU - Accident Analysis System

1 of 1 (summary)

Summary of Accidents Selected

251

FRASER RD.001 NODE 187 (ERITH ROAD/PEMBROOK ROAD)FRASER RD.002 LINK 172-187 (FRASER ROAD)FRASER RD.003 NODE 172 (BEXLEY ROAD/FRASER ROAD)

Site Reference and Description (zero accident counts shown in bold) Accidents

36 MTS TO DEC-2016 36 MTS TO DEC-2016 36 MTS TO DEC-2016

Date Period

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


RACCM28INTLVAUGHANMR

11 SEP 2017 12:21Date:

Page:

LAAU - Accident Analysis System

Interpreted Listing

1 of 4

1

2

0115RY10088

0116RY10257

MON 09/03/15 10:10

THU 14/07/16 09:10

ROAD-DRY

ROAD-DRY

LIGHT

LIGHT

WEATHER-FINE

WEATHER-FINE

FRASER ROAD J/W RIVERDALE ROAD

FRASER ROAD J/W PEMBROKE ROAD

SINGLE CWY

SINGLE CWY

T/STAG JUN

T/STAG JUN

GIVE WAY/UNCONT

GIVE WAY/UNCONT

NO XING FACILITY IN 50M

ZEBRA

18

18

NODE 187

NODE 187

550390

550390

178370

178380

V1 WAS DRIVING TOO FAST AND HIT TURNING V2

V1 MOVED OFF TOO QUICK AND HIT V2

/

/

/

/

POLICE - AT SCENE

POLICE - AT SCENE

001

001

001

002

001

002

CASUALTY

CASUALTY

(001)

(002)

(19 Yrs - M DA7 )

(53 Yrs - M ME5 )

VEHICLE

VEHICLE

VEHICLE

VEHICLE

(002)

(001)

(002)

(001)

BT - NOT REQUESTED

BT - NOT REQUESTED

BT - NEGATIVE

BT - NOT REQUESTED

M/C 50-125CC

CAR

CAR

M/C 50-125CC

SLIGHT

SLIGHT

DRIVER/RIDER

DRIVER/RIDER

(19 Yrs - M DA7 )

(34 Yrs - M DE56)

(21 Yrs - M DA16)

(53 Yrs - M ME5 )

GOING AHEAD OTHER

TURNING RIGHT

MOVING OFF

GOING AHEAD HELD UP

NW TO SE

NW TO SW

SE TO NW

SE TO NW

JCT MID

JCT MID

JCT MID

JCT MID

FRONT HIT FIRST

O/S HIT FIRST

FRONT HIT FIRST

BACK HIT FIRST

x

x

FRASER RD.001 NODE 187 (ERITH ROAD/PEMBROOK ROAD) 36 MTS TO DEC-2016 SORTED BY DATE

307 (TRAVELLING TOO FAST FOR CONDITIONS) 405 (FAILED TO LOOK PROPERLY)

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

End of Accidents for

V001 V001

V001 V001

A A

A A

FRASER RD.001 NODE 187 (ERITH ROAD/PEMBROOK ROAD)



11 SEP 2017 12:21Date:

Page:


Interpreted Listing

2 of 4

1

2

3

0114RY10332

0114RY10452

0115RY10375

SAT 09/08/14 19:30

SAT 01/11/14 16:17

MON 28/09/15 16:00

ROAD-DRY

ROAD-DRY

ROAD-DRY

LIGHT

LIGHT

LIGHT

WEATHER-FINE

WEATHER-FINE

WEATHER-FINE

NFL FRASER ROAD 100 M NW J/W BEXLEY ROAD

ALFORD ROAD J/W FRASER ROAD

FRASER ROAD 55 M SE J/W ALFORD ROAD

SINGLE CWY

SINGLE CWY

SINGLE CWY

NO JUN IN 20M

T/STAG JUN

NO JUN IN 20M

GIVE WAY/UNCONT




18

18

18

LINK 172-187

LINK 172-187

LINK 172-187

551070

550420

550440

178010

178340

178300

V1 WAS DRIVING TO FAST, SWERVED, LOST CONTROL AND HIT PARKED V2

V1 SWERVED LOST CONTROL AND HIT A SHOP WINDOW

V2 U TURNED WITHOUT LOOKING AND HIT ON COMING V1

/

/

/

/

/

/

POLICE - AT SCENE

POLICE - AT SCENE

POLICE - AT SCENE

001

001

001

001

002

001

001

002

CASUALTY

CASUALTY

CASUALTY

(001)

(001)

(001)

(21 Yrs - M DA16)

(30 Yrs - F RM9 )

(19 Yrs - F TN14)

VEHICLE

VEHICLE

VEHICLE

VEHICLE

VEHICLE

(002)

(001)

(000)

(002)

(001)

BT - NOT REQUESTED

BT - NOT REQUESTED

BT - NEGATIVE

BT - DRV NOT CONTACTED

BT - DRV NOT CONTACTED

LEFT CWY NEARSIDE

CAR

CAR

CAR

CAR

CAR

SLIGHT

SLIGHT

SLIGHT

DRIVER/RIDER

DRIVER/RIDER

DRIVER/RIDER

(21 Yrs - M DA16)

(28 Yrs - M DA8 )

(30 Yrs - F RM9 )

(19 Yrs - F TN14)

(? Yrs - M )

GOING AHEAD OTHER

PARKED

GOING AHEAD OTHER

GOING AHEAD OTHER

U-TURNING

NW TO SE

P TO P

SW TO NE

NW TO SE

NW TO NW

JCT MID

FRONT HIT FIRST

BACK HIT FIRST

FRONT HIT FIRST

FRONT HIT FIRST

O/S HIT FIRST

HIT PARKED VEH

HIT KERB HIT OTH OBJECT

x

x

x

FRASER RD.002 LINK 172-187 (FRASER ROAD) 36 MTS TO DEC-2016 SORTED BY DATE

307 (TRAVELLING TOO FAST FOR CONDITIONS) 405 (FAILED TO LOOK PROPERLY)601 (AGGRESSIVE DRIVING)

405 (FAILED TO LOOK PROPERLY) 410 (LOSS OF CONTROL)605 (INEXPERIENCED OR LEARNER DRIVER/RIDER)

403 (POOR TURN OR MANOEUVRE) 405 (FAILED TO LOOK PROPERLY)601 (AGGRESSIVE DRIVING)

V001 V001V001

V001 V001V001

V002 V002V002

A AA

A AA

A AA



11 SEP 2017 12:21Date:

Page:


Interpreted Listing

3 of 4

4

5

0115RY10439

01160023961

WED 18/11/15 17:10

THU 13/10/16 05:30

ROAD-DRY

ROAD-WET

LIGHT

DARK

WEATHER-FINE

RAINING

FRASER ROAD J/W HAWTON PLACE

FRASER ROAD J/W BIRCH WALK

SINGLE CWY

SINGLE CWY

T/STAG JUN

T/STAG JUN

GIVE WAY/UNCONT

GIVE WAY/UNCONT



18

18

LINK 172-187

LINK 172-187

550480

550540

178250

178200

PED WALKED INTO THE ROAD NOT LOOKING AND WAS HIT BY V1

PED WAS IN THE ROAD CROSSING, V1 DRIVER DIDN'T SEE PED AND HIT PED

/

/

/

/

POLICE - AT SCENE

POLICE - AT SCENE

001

001

001

001

CASUALTY

CASUALTY

(001)

(001)

(48 Yrs - F DA7 )

(23 Yrs - M DA17)

VEHICLE

VEHICLE

(000)

(000)

BT - NEGATIVE

BT - NOT REQUESTED

CAR

CAR

SLIGHT

SLIGHT

PEDESTRIAN

PEDESTRIAN

CROSSING ROAD (NOT ON XING)

CROSSING ROAD (NOT ON XING)

SW BOUND

SE BOUND

FROM DRIVERS O/SIDE

FROM DRIVERS O/SIDE

(28 Yrs - M RM14)

(54 Yrs - M DA5 )

GOING AHEAD OTHER

GOING AHEAD OTHER

SE TO NW

SE TO NW

JCT MID

JCT MID

O/S HIT FIRST

N/S HIT FIRST

x

x

FRASER RD.002 LINK 172-187 (FRASER ROAD) 36 MTS TO DEC-2016 SORTED BY DATE




C001 C001

V001 V001

A A

A A

FRASER RD.002 LINK 172-187 (FRASER ROAD)



11 SEP 2017 12:21Date:

Page:


Interpreted Listing

4 of 4

1 0114RY10325 FRI 01/08/14 09:25ROAD-DRY

LIGHTWEATHER-FINE

BEXLEY ROAD J/W FRASER ROADROUNDABOUT ROUNDABOUT GIVE WAY/UNCONT NO XING FACILITY IN 50M

18 NODE 172 551160 177970

V2 DIDN'T GIVEWAY AND HIT THE SIDE OF V1

/ /POLICE - AT SCENE

001

001

002

CASUALTY (001) (40 Yrs - F SE18)

VEHICLE

VEHICLE

(002)

(001)

BT - NEGATIVE

BT - NEGATIVE

CAR

CAR

SLIGHT DRIVER/RIDER

(40 Yrs - F SE18)

(70 Yrs - F DA17)

TURNING RIGHT

GOING AHEAD OTHER

NW TO W

W TO E

JCT MID

JCT MID

N/S HIT FIRST

FRONT HIT FIRST

x

End of Report

FRASER RD.003 NODE 172 (BEXLEY ROAD/FRASER ROAD) 36 MTS TO DEC-2016 SORTED BY DATE

302 (DISOBEYED GIVE WAY OR STOP SIGN OR MARKINGS) 405 (FAILED TO LOOK PROPERLY)


V002 V002A A

FRASER RD.003 NODE 172 (BEXLEY ROAD/FRASER ROAD)


11 SEP 2017 12:21Date:

Page:

Stick Diagram

RACCM28STICKVAUGHANMR LAAU - Accident Analysis System

1 of 1 (summary)

251

FRASER RD.001 NODE 187 (ERITH ROAD/PEMBROOK ROAD)FRASER RD.002 LINK 172-187 (FRASER ROAD)FRASER RD.003 NODE 172 (BEXLEY ROAD/FRASER ROAD)

Summary of Accidents SelectedSite Reference and Description (zero accident counts shown in bold) Accidents

36 MTS TO DEC-2016 36 MTS TO DEC-2016 36 MTS TO DEC-2016

Date Period

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


RACCM28STICKVAUGHANMR

11 SEP 2017 12:21Date:

Page:


Stick Diagram

1 of 3

1 20115RY10088 0116RY10257Accident ReferenceMONDAY THURSDAY Day09/03/2015 14/07/2016Date10:10 09:10TimeLIGHT LIGHTLight ConditionsDRY DRYRoad SurfaceSLIGHT SLIGHTSeverity

Pedestrian Location

550390 550390Easting/Northing 178370 178380

Conflict

Site Diagram

N

FRASER RD.001 NODE 187 (ERITH ROAD/PEMBROOK ROAD)

Pedestrian

Wet

Dark

0

0

0

36 MTS TO DEC-2016 SORTED BY DATE

0 %

0 %

0 %

12 12/2014 12 12/2015 12 12/2016

0 0 0

0 0 0

0 1 1

Severity / Months To

Fatal

Serious

Slight

Total 0 1 1

Pct

Total Pct

0

20

2

100.0 % 0.0 % 0.0 %

0.0 % 50.0 % 50.0 %

ContributoryFactors(* denotes pre 2005)

307405

405602

V001V001

V001V001

AA

AA



11 SEP 2017 12:21Date:

Page:


Stick Diagram

2 of 3

1 2 3 4 50114RY10332 0114RY10452 0115RY10375 0115RY10439 01160023961Accident ReferenceSATURDAY SATURDAY MONDAY WEDNESDAY THURSDAY Day09/08/2014 01/11/2014 28/09/2015 18/11/2015 13/10/2016Date19:30 16:17 16:00 17:10 05:30TimeLIGHT LIGHT LIGHT LIGHT DARKLight ConditionsDRY DRY DRY DRY WETRoad SurfaceSLIGHT SLIGHT SLIGHT SLIGHT SLIGHTSeverity

0 0Pedestrian Location

551070 550420 550440 550480 550540Easting/Northing 178010 178340 178300 178250 178200

Conflict

Site Diagram

N

FRASER RD.002 LINK 172-187 (FRASER ROAD)

Pedestrian

Wet

Dark

2

1

1


40 %

20 %

20 %

12 12/2014 12 12/2015 12 12/2016

0 0 0

0 0 0

2 2 1


Fatal

Serious

Slight

Total 2 2 1

Pct

Total Pct

0

50

5

100.0 % 0.0 % 0.0 %

40.0 % 40.0 % 20.0 %


307405601

405410605

403405601

802808

405602

V001V001V001

V001V001V001

V002V002V002

C001C001

V001V001

AAA

AAA

AAA

AA

AA



11 SEP 2017 12:21Date:

Page:


Stick Diagram

3 of 3

10114RY10325Accident ReferenceFRIDAY Day01/08/2014Date09:25TimeLIGHTLight ConditionsDRYRoad SurfaceSLIGHTSeverity

Pedestrian Location

551160Easting/Northing 177970

Conflict

Site Diagram

N

FRASER RD.003 NODE 172 (BEXLEY ROAD/FRASER ROAD)

Pedestrian

Wet

Dark

0

0

0


0 %

0 %

0 %

12 12/2014 12 12/2015 12 12/2016

0 0 0

0 0 0

1 0 0


Fatal

Serious

Slight

Total 1 0 0

Pct

Total Pct

0

10

1

100.0 % 0.0 % 0.0 %

100.0 % 0.0 % 0.0 %


302405

V002V002

AA

lidl uki gmbh proposed lidl foodstore, fraser road, … · 1.1.2 the proposed lidl foodstore...

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