CASSIDY GROUP Proposed Student Accommodation, Albany … · ARC-BEB-GEN-XX-RP-TR-0001_TA-S2-P3...

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TRANSPORT & INFRASTRUCTURE PLANNING

CASSIDY GROUP

Proposed Student Accommodation,

Albany Road, Coventry

TRANSPORT ASSESSMENT

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ALBANY ROAD, COVENTRY


ARC-BEB-GEN-XX-RP-TR-0001_TA-S2-P3

TRANSPORT & INFRASTRUCTURE PLANNING

CASSIDY GROUP

Proposed Student Accommodation,



Birmingham

Livery Place, 35 Livery Street, Colmore Business District, Birmingham, B3 2PB

T: 0121 233 3322

Cambridge

14-16 High Street, Histon, Cambridge

CB24 9JD

T: 01223 235 173

Leeds

Whitehall Waterfront, 2 Riverside Way, Leeds

LS1 4EH

T: 0113 233 8000

London

11 Borough High Street

London, SE1 9SE

T: 0207 407 3879

Manchester

4th Floor Carvers Warehouse, 77 Dale Street

Manchester, M1 2HG

T: 0161 233 4260

Market Harborough

12a Woodcock House, Compass Point Market Harborough, Leicestershire, LE16 9HW

T: 01858 455020

Nottingham

Waterfront House, Station Street, Nottingham NG2 3DQ

T: 0115 924 1100

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DOCUMENT ISSUE RECORD

Document Number: ARC-BWB-GEN-XX-RP-TR-001_TA-S2-P3

BWB Reference: NTS2770

Revision Date of Issue Status Author: Checked: Approved:

P1 20.02.19 S2 Kacper Borowiec Sara Terrey Paul Wilson

P2 27.02.19 S2 Kacper Borowiec Sara Terrey Paul Wilson

P3 02.10.19 S2 Kacper Borowiec Sara Terrey Sara Terrey

Notice

This document has been prepared for the sole use of the Client in accordance with the terms of the appointment

under which it was produced. BWB Consulting Limited accepts no responsibility for any use of or reliance on the

contents of this document by any third party. No part of this document shall be copied or reproduced in any form

without the prior written permission of BWB.

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CONTENTS

1. INTRODUCTION ................................................................................................................................... 1

2. POLICY CONTEXT ............................................................................................................................... 3

3. EXISTING BASELINE HIGHWAY CONDITIONS .................................................................................. 6

4. DEVELOPMENT PROPOSALS ........................................................................................................... 16

5. TRIP GENERATION ............................................................................................................................. 21

6. CONCLUSION ................................................................................................................................... 24

FIGURES

Figure 1 Location of the Site Figure 2 Detailed Aerial Photograph of the Site Figure 3 Site Location In Relation To the Universities Figure 4 PIA Data Map Extract Figure 5: 2km Walking Isochrone Figure 6: 5 kilometres cycling catchment Figure 7 Extract from SUSTRANS

TABLES

Table 1 Coventry Local Plan (SPD) Parking Standards Table 2 IHT Walking Journeys Distance and Time Threshold Table 3 Butts Road Bus Services & Frequencies Table 4 Proposed Student Accommodation Person Trip Rates (TRICS) Table 5 Proposed Development Person Trip Generation (TRICS) - 571 residents

APPENDICES

APPENDIX A: Masterplan APPENDIX B: ATC Survey APPENDIX C: Highway Land Boundary and Land Registry APPENDIX D: PIA Data APPENDIX E: TRICS Output

DRAWINGS

ARC-BWB-GEN-XX-DR-TR-101 P2 Visibility Assessment

ARC-BWB-GEN-XX-DR-TR-110 P2 Swept Path Analysis – 3-axle Large Refuse Vehicle

ARC-BWB-GEN-XX-DR-TR-111 P2 Swept Path Analysis – Fire Tender Vehicle

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1. INTRODUCTION

Appointment

1.1 BWB Consulting Ltd were commissioned by Cassidy Group to provide highways and

transport advice to support a full outline planning application for the proposed

development of student accommodation on land to the east of Albany Road,

Coventry. The location of the site, in relation to the wider area, is shown in Figure 1.

Figure 1 Location of the Site

1.2 The proposals comprise the construction of student accommodation buildings which

would create a total of 436 student bedrooms, which would be consist of 55 no. cluster

bedroom flats (381 beds in 4 to 10 person groups), 55 studios, with associated amenity

facilities and associated car and cycle parking and landscaping. A copy of the latest

site masterplan is included at Appendix A.

Report Purpose

1.3 This Transport Assessment (TA) has been produced to examine the proposed

development’s transportation impact, access and sustainability credentials. The report

has been prepared in accordance with the Government’s latest Planning Practice

Guidance (PPG) ‘Travel plans, transport assessments and statements in decision-

taking’.

Report Structure

1.4 This TA considers the accessibility of the site and examines the effects of the

development on the surrounding highway infrastructure. The report is set out in the

following sections.

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Section 2 reviews relevant planning policy and guidance;

Section 3 reviews the existing conditions on the local transport network,

including a review of the network capacity and latest personal injury

accident (PIA) statistics;

Section 4 outlines the development proposals, including a review of the

access, servicing and parking strategy for the site.

Section 5 calculates the site’s anticipated multi-modal trip generation, as

well as assessing its potential to impact local transport infrastructure; and

Section 6 summarises and concludes the report.

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2. POLICY CONTEXT

Introduction

2.1 This TA examines the transport implications of the proposed development taking into

consideration the following the latest national and local policy and best practice

guidance:

National Transport Policy and Guidance

Department for Communities and Local Government’s (DCLG) ‘National Planning Policy

Framework (NPPF)’, June 2019

2.2 The Government’s sustainability objectives were embodied in the revised Planning

Policy Guidance. The National Planning Policy Framework (NPPF)1. In terms of

considering development proposals the relevant paragraphs are 108 to 111.

Paragraph 108 states that:

“In assessing sites that may be allocated for development in plans, or specific

applications for development, it should be ensured that:

a) appropriate opportunities to promote sustainable transport modes can be – or

have been – taken up, given the type of development and its location;

b) safe and suitable access to the site can be achieved for all users; and

c) any significant impacts from the development on the transport network (in terms of

capacity and congestion), or on highway safety, can be cost effectively mitigated

to an acceptable degree”.

2.3 Paragraph 109 goes on to say that “Development should only be prevented or refused

on highways grounds if there would be an unacceptable impact on highway safety,

or the residual cumulative impacts on the road network would be severe”.

2.4 In relation to the development’s location and design Paragraph 110 states that:

“…applications for development should:

a) give priority first to pedestrian and cycle movements, both within the scheme and

with neighbouring areas; and second – so far as possible – to facilitating access to

high quality public transport, with layouts that maximise the catchment area for

bus or other public transport services, and appropriate facilities that encourage

public transport use;

b) address the needs of people with disabilities and reduced mobility in relation to all

modes of transport;

c) create places that are safe, secure and attractive – which minimise the scope for

conflicts between pedestrians, cyclists and vehicles, avoid unnecessary street

clutter, and respond to local character and design standards;

d) allow for the efficient delivery of goods, and access by service and emergency

vehicles; and

e) be designed to enable charging of plug-in and other ultra-low emission vehicles in

safe, accessible and convenient locations”.

1 National Planning Policy Framework, Department for Communities and Local Government, July 2018

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2.5 Finally, paragraph 111 states that “All developments that will generate significant

amounts of movement should be required to provide a travel plan, and the application

should be supported by a transport statement or transport assessment so that the likely

impacts of the proposal can be assessed”.

Planning Practice Guidance (PPG)

2.6 The Planning Practice Guidance (PPG) documentation supports NPPF and includes

advice on ‘Transport evidence bases in plan making and decision taking’ (updated

March 2015), which provides guidance to assist local planning authorities in assessing

strategic transport needs and identify suitable mitigation within Local Plans.

2.7 The PPG documentation also includes ‘Travel Plans, transport assessments and

statements in decision-taking’ (updated March 2014). This document provides general

advice on the scope of TAs and where they might be required, taking into account

paragraphs 108 to 111 of the NPPF.

2.8 In line with paragraph 108 to 111 of the NPPF, the key consideration with respect to

impact on the highway network is whether the residual cumulative impacts would be

severe, noting that only developments that result in a severe off-site impact could be

refused.

Department for Transport’s (DfT) ‘Manual for Streets (MfS)’; 2007

2.9 MfS (2007) provides guidance and standards relevant to numerous aspects of transport

planning and development control, many of which are relevant to this proposal.

Chartered Institution of Highways & Transportation (CIHT) ‘Manual for Streets 2 (MfS2)’;

2010

2.10 MfS2 (2010) provides guidance for the wider application of those principles discussed

in MfS, and provides direction and information relating to other aspects of transport

planning and development control.

Local Transport Policy and Guidance

Coventry City Council – Local Plan 2011- 2031, (2017)

2.11 Coventry City Council Local Plan is a document which describes the Council’s vision

for development of the city for the next 20 years. The document describes and outlines

the main objectives which have been utilised and adopted in order to generate

desired growth. The objectives that have been adopted are as follows:

Supporting business to grow

Enabling the right infrastructure for the city to grow and thrive

Developing a dynamic 21st Century city centre

Raising the profile of Coventry

Creating an attractive, cleaner and greener city

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Maintaining and enhancing an accessible transport network

Housing that meets the needs of all people

Improve the health and wellbeing of local residents

Support safer communities

2.12 The document also outlines the main policy changes that are to be adopted between

2011-2031 in order to achieve the desired objectives.

Coventry City Council Highway Design Guide (Issue 2 December 2010)

2.13 The Coventry City Council Highway Design Guide follows the principals of MFS and

provides guidance on the design of new developments.

Coventry Local Plan SPD- Car and Cycle Parking Standards for New Development

2.14 The document is a review of relevant local and national parking policy and standards.

It has been designed to meet the aims and objectives of the NPPF (2018), and it reviews

the requirements of the local area. Table 1 of the document outlines the parking

standards that are permitted for new developments.

2.15 With accordance to Table 1 within the document Albany Road, student

accommodation development is classified as ‘Purpose build Student Accommodation

& Residential Schools/ Colleges’.

Table 1 Coventry Local Plan (SPD) Parking Standards

Use Class Outer City Car Parking

spaces

Inner and Outer City

Cycle Parking Spaces

Purpose build Student

Accommodation &

Residential Schools/

Colleges

1 space per 4 bedrooms

1 space per 4

bedrooms for students

1 per 20 bedrooms for

visitors

Sui Generis Parking provision will be considered on a site by site

basis

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3. EXISTING CONDITIONS

Introduction

3.1 The site is currently vacant and measures circa 0.97 hectares. It is accessed via an

existing access at Albany Road.

3.2 The site is located in the residential suburb of Earlsdon to the south west of Coventry

City Centre and is bound by Albany Road to the west, Winifred Avenue to the south

and the Nuneaton to Coventry railway line runs along the north-eastern boundary. The

area benefits from local shops and small businesses within close proximity of the site.

3.3 An aerial photograph of the site and the surrounding area is provided in Figure 2.

Figure 2 Detailed Aerial Photograph of the Site

Detailed Site Description

3.4 The site is located to the east of Albany Road and is served by an existing access, which

measures circa 4.5 metres wide and has a gradient of approximately 1:11. The northern

section of the site was previously occupied by the Spencer Sports and Social Club,

which included function rooms and a bar. It is understood that the site has been

vacant since 2014, with the approval for the buildings to be demolished being granted

in November 2015. The buildings were demolished to ground level in 2016 and until

being cleared in 2018 the site was covered in overgrown shrubs.

Site Location

3.5 Earlsdon is a large residential suburb and has a significant number of students living in

the area. There is an established shopping area along Earlsdon Street which lies to the

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southwest of the site. There are also a significant number of bars and restaurants in the

area.

3.6 Coventry University is situated approximately 1.9 kilometres to the east of the site, in

Coventry City Centre, it can be accessed by public transport, cycling and walking. The

University of Warwick is situated approximately 4.8 kilometres to the southwest of the

site, this can also be accessed by public transport and cycling. The location of the site

in relation to the Universities is shown in Figure 3.

Figure 3 Site Location In Relation To the Universities

3.7 The site is located within The Butts Area Parking Zone. The Butts Area residents parking

scheme is known as ‘MiPermit’. The scheme consists of a combination of permits holders

only parking and some shared use bays within the area.

Highway Network

3.8 Albany Road runs along the western edge of the site and connects to the B4101 Butts

Road to the north and Earlsdon Roundabout to the south. Albany Road has a

carriageway width of circa 7.5 metres along the site frontage and is subject to a 30mph

speed limit. There are footways on both sides of the carriageway which measure a

minimum 2 metres width. The location of the site is residential in nature, therefore all the

roads surrounding it, including; Broomfield Road, Kensington Road and Winifred

Avenue, are also subject to a 30mph speed limit.

3.9 As detailed above the site is located within The Butts Area Parking Zone which is subject

to allocated parking restrictions which require a parking permit within the area. The

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areas with no allocated on-street parking facilities are subject to double and single

yellow lines,

3.10 Approximately 50 metres to the north of the site access Albany Road meets Broomfield

Road at a signal-controlled junction. The junction includes a pedestrian crossing on

both the southern Albany Road and Broomfield Road arms.

ATC Survey Results

3.11 To ascertain the existing weekday peak period traffic flows on Albany Road, an

Automatic Traffic Count (ATC) survey was undertaken between 30th November and 7th

December 2018, with full details of the results included within Appendix B. The results

demonstrate average 12 hour weekday traffic flows of 7470 vehicles, which include 74

HGVs. 46% (3457) of vehicles were recorded travelling in the southbound direction and

54% (4013) of vehicles travelling in the northbound direction. The two-way weekday

average traffic flows peaked at 755 vehicles between 0800 and 0900 hours, which

included 11 HGVs.

3.12 Details of all recorded vehicle speeds were also obtained as part of the ATC survey.

The results show that 85th percentile speeds of 30.14 mph and 26.51 mph were

observed in the southbound and northbound directions respectively.

Highway Land Boundary and Land Registry

3.13 Details of the extent of public highway along Albany Road in the vicinity of the site

have been obtained from City of Coventry Highways Adoptions team. A copy of the

highway land boundary plan is included at Appendix C. The details highlight the extent

of public highway along Albany Road in the vicinity of the site, which includes the

carriageway and footways described above.

3.14 In addition, details of land ownership have been obtained from the land registry as

included at Appendix C, which shows that the land ownership extents to the back of

the footway along the eastern edge of Albany Road.

Personal Injury Accident (PIA) Data

3.15 A review of Personal Injury Accident (PIA) data for the local highway network in the

vicinity (circa 100 metres) of the site has been undertaken using the Crashmap

database (www.crashmap.co.uk). The database has been reviewed for the most

recent five-year period available (2013-2018).

3.16 During this period, eight PIAs have occurred, seven were recorded as slight and one

was recorded as serious. The location of these incidents in relation to the application

site are shown on Figure 4, and have been analysed in further detail below, with the

PIA reports included at Appendix D.

3.17 To the north of the site three PIAs have occurred at the Albany Road / Broomfield Road

junction, and a single accident has occurred on Broomfield Road (circa 150 metres to

the west of the junction with Albany Road). To the south of the site, three PIAs have

occurred at the Albany Road/Kensington Road junction with and a single PIA occurring

on Albany Road itself, circa 90 metres to the south of the site.

http://www.crashmap.co.uk/

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Figure 4 PIA Data Map Extract

3.18 Albany Road / Broomfield Road signalised junction (North of Site Access):

Crash Reference: 201520M003285, Time 0855 hours, Thursday 12 February

2015. The PIA involved two vehicles, one of which was slowing down /

stopping, resulting in rear end shunt. As a result, a driver of vehicle 2 was a

casualty with a slight injury.

Crash Reference: 201320M011423, Time 1020 hours, Saturday 27 July 2013.

The PIA involved a cyclist and a vehicle. The cyclist was proceeding along

the carriageway with a vehicle commencing a U-Turn manoeuvre resulting

in a collision between the two parties. Resulting in a slight injury to the cyclist

as an outcome.

Crash Reference: 2017200228591, Time 1230 hours, Thursday 21 September

2017. The PIA involved a motorcycle and a pedestrian. The motorcyclist has

started ‘moving off’ at the junction whilst a pedestrian is crossing the

carriageway from the motorcyclists nearside, resulting in a collision. This

resulted in a slight injury to the pedestrian as an outcome.

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3.19 Broomfield Road:

Crash Reference: 20150M011415, Time 0830 hours, Saturday 18 July 2015. The

PIA involved four vehicles out of which two were parked. One vehicle was

proceeding along the carriageway with another ‘moving off’ resulting in a

collision, resulting in a serious injury to the driver of vehicle 1.

3.20 Albany Road / Kensington Road junction:

Crash Reference: 201320M005393, Time 2100 hours, Wednesday 24 April

2013. The PIA involved a car and a pedestrian. The car was proceeding

along the carriageway when the pedestrian began crossing the road within

a non-designated area. The pedestrian was a casualty of a slight injury as an

outcome.

Crash Reference: 20162000092458, Time 0953 hours, Sunday 10 July 2016. The

PIA involved three vehicles of which one was parked in the carriageway,

one was proceeding with a right turn manoeuvre and one was proceeding

along the carriageway. As an outcome drivers or passengers were injured

with an injury severity ‘slight’.

Crash Reference: 2017200259023, Time 0848 hours, Friday 15 December 2017.

The PIA involved two vehicles of which both have been proceeding normally

along the carriageway. The first point of impact of the vehicles have been

was the front of vehicle 1 and rear of vehicle 2, resulting in a slight injury to

the driver of vehicle 2.

3.21 Albany Road South of Site Access:

Crash Reference: 2016200143381, Time 0800 hours, Sunday 11 December

2016. The PIA involved five vehicles out of which three have been parked on

a carriageway, one was proceeding normally along the carriageway and

one was doing an overtaking manoeuvre. As a result, a driver of a vehicle

which was proceeding along the carriageway was injured with severity

classified as ‘slight’.

3.22 A review of the PIA data has outlined that during the last five-year period three of the

PIAs resulted in injuries to vulnerable road users, all of which were classified as slight.

3.23 This review of PIA data also demonstrates that there have only been a few PIAs in the

immediate vicinity of the site, with no identifiable pattern. The majority of PIAs have

occurred outside of the traditional network and development peak periods and as

such it is concluded that the above details indicates that there that are no highway

safety concerns within the local road network.

Sustainable Transport Modes

3.24 Planning guidance highlights the emphasis being places on the integration of land use,

transport and planning decisions. In order to achieve good integration, developments

should be encouraged in areas with good accessibility to local facilities, employment

opportunities and public transport. This section sets out the existing walk, cycle and

public transport facilities in the vicinity of the site by sustainable transport modes.

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Pedestrian Facilities

3.25 The Institution of Highways and Transportation (IHT) publication ‘Guidelines for providing

for journeys on foot’ (2000) provides guidance on how to encourage pedestrian travel.

Paragraph 3.31 states that:

“Acceptable walking distances will obviously vary between individuals and

circumstances. Acceptable walking distances will depend on various factors

including:

o An individual’s fitness and physical ability;

o Encumbrances, e.g. shopping, pushchair;

o Availability, cost and convenience of alternative transport modes;

o Times savings;

o Journey purpose;

o Personal motivation;

o General deterrents to walking.”

3.26 IHT guidelines go on to describe the ‘maximum’, ‘acceptable’ and ‘desirable’ walking

distances. It suggests that in terms of commuting, walking to school and recreational

journeys; walk distances up to 2,000 metres can be considered the preferred maximum,

with the ‘desirable’ and ‘acceptable’ distances being 500 and 1,000 metres

respectively.

3.27 For non-commuter journeys, the guidance suggests that a walk distance of up to 1,200

metres can be considered the preferred maximum, with the ‘desirable’ and

‘acceptable’ distances being 400 metres and 800 metres respectively. Assuming a

typical walking speed of approximately 4.8kph, Table 2 summarises the broad walk

journeys times that can fall under each category.

Table 2 IHT Walking Journeys Distance and Time Threshold

3.28 In accordance with IHT guidance, Figure 5 depicts the 2km walking catchment from

the development site, illustrating the areas that could be accessed within a 25-minute

walk at a walking speed of 4.8kph

IHT Standard

Distance (metres) Walk time (minutes)

Commuting,

Walking to School

and Recreation

Other Non-

commuter

Journeys

Commuting,

Walking to School

and Recreation

Other Non-

commuter

Journeys

Desirable 500 400 6¼ 5

Acceptable 1,000 800 12½ 10

Maximum 2,000 1,200 25 15

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Figure 5: 2km Walking Isochrone

3.29 Figure 5 represents the 2 kilometres walking isochrone. The figure illustrated that the site

is located within close proximity of the Coventry City Centre, which includes numerous

employment, retail and leisure facilities. Coventry University’s main campus is also

located within 2 kilometres of the site. The location of the site also provides walking

access to local public transport facilities.

Cycling

3.30 It is generally accepted that cycling has the potential to substitute for short car trips,

particularly those less than 5km and to form a part of a longer journey on public

transport.

3.31 Local Transport Note 2/08– Cycle Infrastructure Design (DfT October 2008) states that

‘many utility cycle journeys are under three miles (5 kilometres), although for commuter

journeys, a trip distance of five miles (8 kilometres) or more is not uncommon’.

3.32 Figure 6 shows a 5 kilometres catchment area centred on the site, which demonstrates

that the majority of Coventry is covered by the preferred maximum cycling distance.

Both the University of Warwick and Coventry University’s main campuses are included

within the 5 kilometres.

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Figure 6: 5 kilometres cycling catchment

3.33 The site is within close proximity of National Cycle Routes 52 (Warwick – Coalville) and

53 (Peterborough – Birmingham). Figure 7 includes an extract from SUSTRANS illustrating

the closest on and off-road cycling facilities.

Figure 7 Extract from SUSTRANS

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Bus Travel

3.34 The location of the site also provides a good connection with public transport links. The

nearest bus stops are located immediately to the north of the existing site access, which

is served by the National Express Service 5 between Tile Hill and Arena Retail Park

(Tesco). This service runs once every half an hour Monday – Saturday during the

morning and daytime hours and every hour during evenings. The service is also

available on a Sunday, during and runs on hourly basis.

3.35 In addition, located approximately 400 metres to the north of the site is Butts Road

which is a link road to Coventry A4053 bypass. The road accommodates the Albany

Road public bus stop which offers a variety of bus services. Table 3 details the bus

frequencies in minutes (I.e. 1 bus every 20 minutes)

Table 3 Butts Road Bus Services & Frequencies

Bus

Service Route2

Service Frequency

Monday-Friday Service (mins) Saturday Service (mins) Sunday Service (mins)

Morning Daytime Evening Morning Daytime Evening Morning Daytime Evening

6 Tanyard Farm –

Little Heath 20* 20 60 30 20 60 / 60 60

6A Tanyard Farm –

Victoria Farm 20 20 60 30 20 60 60 60 60

10 Eastern Green –

Bell Green 15 15 30 20 15 30 E 30 30/60

18 Tile Hill – Coventry

City Centre 30 30 60 30 30 60 60 30 60

19

Westwood Business

Park –

Coventry Centre

30/15 30 / / / / / / /

45 Birmingham –

Longbridge 10 10 30 12 12 30 / 20 30

47 Birmingham –

Longbridge 10 10 30 20 12 30 / 20 30

S4 University Hospital –

Arena Retail Park 15 15 60/30 E 20 15 60/30 E 60 30 60/30 E

3.36 It has been established that Coventry University is located on the eastern side of

Coventry City Centre, which can be reached directly from Albany Road (Broomfield

Road Bus Stop) via service number 5, which operates on a half hourly basis.

Additionally, there are services 6 & 10 which operate on Butts Road every 15-20 minutes

and service 11 approximately 500 metres to the south west of the site on Earlsdon Street,

which also provides a direct link with the University operating every 10 minutes. The

journey times for all services vary between 15- 25 minutes in order to reach the University

from the site.

3.37 The University of Warwick, located on the southwestern edge of Coventry, can be

accessed via a direct bus route from Earlsdon Avenue North located approximately

500 metres to the west of the site where services 11 and 11u operate every 10- and 15-

minutes respectively. The journey on both services takes approximately 25 minutes.

2 ‘E’ – Service does not run the full length of the route.

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Rail Travel

3.38 Located approximately 1.3 kilometres (17minutes) walk to the east of the site is

Coventry Railway Station, which provides regular services to London Euston and

Birmingham New Street, with other services also available. The train station is covered

by CrossCountry, Virgin Trains and West Midlands Trains services. The train station

provides parking facilities for cars and cycles and therefore, can be used as part of

multi-modal journey.

Summary

3.39 Overall, the site is situated in a sustainable location close to Coventry City Centre. There

are a number of local amenities available within walking and cycling distance of the

site, which includes public transport, employment and educational facilities (University

of Warwick and Coventry University). The site is also located within close proximity of

the Coventry Railway Station which enables travel further afield and can be reached

via walking and cycling from the site.

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4. DEVELOPMENT PROPOSALS

4.1 The detailed planning application seeks approval for a change of use and the

construction of a new purpose-built student residential development. The proposed

scheme consists of a total of 436 student bedrooms.

55 no Cluster Bedroom Flats (total 381 beds in 4 to 10 person groups)

55 no. studios

2 no. studios and 2 no. cluster bedrooms will be accessible.

4.2 Associated student amenity facilities and associated car and cycle parking and

landscaping

4.3 The proposed layout scheme is included at Appendix A.

Access

4.4 Vehicular access to the proposed development will be via the existing access at

Albany Road. A short-ramped access road (gradient circa 1:11) will be formed with a

turning head. Servicing, delivery and refuse collection will be from this area. Drawing

ARC-BWB-GEN-XX-DR-TR_101 P2 presents the proposed access design to the site and

demonstrates how the realignment of the kerb as shown in the latest site masterplan

would result in the requirement for the existing bus stop to be moved.

4.5 In terms of corner radii, as detailed in the latest design guidance these have been

designed based on vehicle tracking, it is proposed that the existing radius at both the

northern and southern edge of the access would be retained, albeit, that the northern

radii would be repositioned circa 0.5 metres to the north due to the increase in

carriageway width.

4.6 Drawing ARC-BWB-GEN-XX-DR-TR_100 P1 presents the proposed access to the site.

4.7 Pedestrian access will be via a separate access, approximately 40 metres to the north

of the existing access. The latest site masterplan indicates that the pedestrian access

would have a width of 2.4 metres and provides direct access to the student reception.

Visibility Assessment

4.8 The results of the ATC survey have outlined that the 85th percentile vehicle speeds on

Albany Road were 26.51mph (42.67 kph) and 30.14mph (48.51 kph) northbound and

southbound respectively.

4.9 The precise visibility splays at the proposed site access have been calculated using the

measured 85th percentile speeds and current best practice guidance contained

within Manual for Streets 2, which recommends within Paragraph 1.3.2 that ‘as a

starting point for any scheme affecting non-trunk roads, designers should start with MfS’.

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4.10 Paragraph 10.1 of Manual for Streets 2 provides a detailed formula for calculating

visibility splays, taking into account the percentage of HGV movements and vehicle

speeds. During the speed survey, it was noted that less than 5% of vehicles were HGV’s

in both directions. The above results show that the vehicle speeds in both directions

were below 60 kph. Hence, splays should meet the requirements for design speed

below 60kph given in Table 10.1 of Manual for Streets 2. During the site visit it was also

noted that the carriageway of Albany Road is relatively flat, hence no adjustment for

gradients was made in the calculations.

4.11 The calculation tables contained in Appendix B show that, by adopting this approach,

visibility splays of 2.4 X 38 metres to the south and 2.4 x 46 metres to the north would be

required from the proposed site access at Albany Road.

4.12 An initial review of the mapping for the site suggests that to the north the required

visibility splay of 2.4 x 46 metres can be achieved as shown on Drawing ARC-BWB-GEN-

XX-TR_101 P2. To the south however (in the non-critical direction) the “Y” distance of

the visibility splay, appears to be restricted by the adjacent third party land. However,

Drawing ARC-BWB-GEN-XX-TR_101 P2 demonstrates that the required visibility splay

could be achieved if taken to a point 1.8 metres from the edge of carriageway.

4.13 Current design guidance contained within MfS2 now advocates a much less

prescriptive approach to plotting splays. Paragraph 10.5.3 within MfS2 advises that:

“The Y distance represents the distance that a driver who is about to exit from

the minor arm can see to the left and right along the main alignment. For

simplicity it has previously been measured along the nearside kerb line of the

main arm, although vehicles will normally be travelling at a distance from the

kerb line. Therefore, a more accurate assessment of visibility splay is made by

measuring to the nearside edge of the vehicle track”.

4.14 The alignment of Albany Road suggests that it would be unlikely that any vehicles

travelling northbound would travel within 1.8 metre of the edge of carriageway, hence

it is considered that in this instance the achievable splay meets the requirements of

MfS2. Notwithstanding the above, paragraph 10.5.9 within MfS2 advises that “…unless

there is local evidence to the contrary, a reduction in visibility below recommended

levels will not necessary lead to a significant problem”. It has been demonstrated that

there are no on-going highway safety concerns in the vicinity of the site, hence it can

be concluded that in line with paragraph 108 of NPPF that a safe and suitable access

can be achieved.

Servicing

4.15 Refuse for the development would be stored in a dedicated storage area that will be

easily accessible for refuse vehicles once it enters the site. The management company

will ensure that the collection is completed appropriately and that the refuse storage

is returned accordingly immediately upon departure. The operation of such actions will

be completed within times where a minimum disturbance is caused to residents of the

facilities. The refuse collection will be completed on standards days and would not

require any additional or special collection days.

Page | 18




4.16 Swept path analysis has been completed for a large 3-axle refuse vehicle and is

outlined within drawing ARC-BWB-GEN-XX-DR-TR_110 P2. The drawing outlines that the

refuse vehicle does not have any issues with entering and exiting the site. The drawing

also outlines a turning manoeuvre which is completed at a specially designated turning

head.

4.17 Furthermore, a swept path analysis has been completed for a fire tender vehicle.

Similarly, to refuse vehicle drawing ARC-BWB-GEN-XX-DR-TR_111 P2 shows the vehicle

entering, exiting and turning within specially designed turning head for fire vehicles to

the south of the site.

Parking

4.18 It is proposed that the development would be largely car free, with a total of 21 car

parking spaces being provided:

18 no. spaces for visitors, staff and drop-off

2 no. accessible spaces

1 no. space for delivery vehicles

2 no. electric vehicle charging points

4.19 The student accommodation cycle parking standards details that 1 space per 4

bedrooms for residents and 1 space per 20 bedrooms for visitors of the site. This equates

to a minimum of 131 cycle parking spaces. A total of 136 cycle parking will be provided

in 4 no. cycle stores:

An internal cycle store – 46 spaces

1 no. enclosed cycle store – 40 spaces

1 no. covered cycle shelter – 40 spaces

A cycle shelter at the front of site – 10 spaces

4.20 As detailed above it is proposed that the site is largely car free, it is therefore considered

that the proposed level of parking should be acceptable to CCC, so as not to

encourage students to drive, thus encouraging sustainable travel. It would also avoid

any issues with managing the parking spaces

4.21 The predominately ‘car-free’ nature of the site will be appropriately managed. This

could include the following:

o Site staff will be responsible for monitoring student travel behaviour to ensure

that no residents other than those who have a space as part of their tenancy

agreement are using a motor vehicle whilst living at the site.

o All staff will be encouraged to access the site by sustainable modes of

transport.

Page | 19




o All students will be encouraged to ask any expected visitors to use sustainable

modes to travel to and from the site wherever feasible (e.g. walk, bus etc.). In

the event that any visitors have no choice but to drive to the site, students will

be expected to ask them to park elsewhere and any issues arising from

inconsiderate visitor parking will result in further action, such as written warnings

for students or access to the site being restricted for the visitor in question.

o As part of their tenancy agreement to live at the proposed development,

students (other than those who have been provided with a space as part of

their tenancy) would be encouraged to agree not to use or keep a motor

vehicle within the site area.

o Any resident found in breach of the car parking policy would be given a

written warning and asked to cease using/keeping a motor vehicle within the

city.

4.22 In addition, move-in/ move-out days will be strictly controlled to ensure there are no

adverse impacts on the surrounding residents and businesses in terms of overspill

parking. The move-in/ move-out days will be managed as follows:

o Residents will be allocated a specific date and time by the Operators, when

they are permitted to move in or out of their accommodation. Any

requirement to change this specific date will need to be agreed beforehand

with site management staff.

o At the beginning of the academic year the moving in period is typically spread

over at least three or four days. Students not able to arrive on these set days

will be allocated specific date and time for moving in or out of the

accommodation.

o On the allocated move-in / out days, residents will be given a specific time

bracket in which they can enter the site and park within the allocated drop-

off area to load and unload the vehicle.

o Once the vehicle has arrived on site for loading/ unloading, it will be permitted

to stay for a set period of time (no longer than 30 minutes)

o It is made clear to students that the allocation of time slots is for their benefit

to ensure a smooth and trouble-free move in, and to minimise any localised

disruption in terms of vehicular movements. If students and parents choose to

ignore these timings the site management staff reserves the right to refuse

access until the site is able to accept them, or they are to park nearby in one

of the town centre car parks.

o Students will be advices that there is no provision for long term parking on the

site on moving in/ out days. Students will be advices that they cannot park

cars outside the site for unloading.

o The student’s accommodation will make provision for all personal goods to be

stores in a secure location on the ground floor. This enables cars to be unload

quickly and move the vehicle to longer term parking. As part of

communications to students and parents prior to move in, details of public

transport and parking locations in the general area are provided. This enables

students, and in particular parents, to pre-plan their journey, journey times and

next steps after unloading.

o On move-in/out days, there will be marshalling staff over the intake period to

help direct and organise traffic movements onto the site. Following loading/

unloading, the marshals will encourage cars to unload and vacate the area

Page | 20




outside the site as soon as possible, in order to make best use of the limited car

parking, and manage cars entering the site so that there is no queueing on

the external road network.

o The Operators will also issue, ahead of time, details of public transport and

local public car parks within the area of the site to help reduce traffic impact.

Page | 21




5. TRIP GENERATION

5.1 This section presents the forecast multi-modal trip rates and resultant trip generation

associated with the development proposals, which have been calculated using a

combination of TRICS database and 2011 Census data.

5.2 This section provides a summary of the trip generation exercise for the site, culminating

an assessment of the developments net impact.

Multi-Purpose Community Space

5.3 The proposed multi-purpose/community space located at the north-western corner of

the site are of a class D1 (non-residential institutions). The parking spaces provided on

the site however, are for student accommodation as well as staff & deliveries purposes

only and are not to be used by for community purposes.

5.4 The TRICS database, does not include any sites which could relate to either the multi-

purpose community space specifically. It is also anticipated that neither of the sites will

be used as a primary destination for additional trips generated by the development

and the use of the facilities will be predominately by students and the local resident

base. It is therefore, expected that the proposed facilities will create no or a limited

number of new trips hence, the impact on the local highway network will be negligible.

5.5 It is therefore, concluded that no further traffic generation assessment is required for

the purpose of this report for those facilities.

Proposed Student Accommodation

5.6 Trip rates for the proposed development have been forecast using TRICS multi-modal

datasets pertaining to sites of similar size, accessibility, location, parking and car

ownership.

5.7 The category ‘03/G- Student Accommodation’ was searched excluding sites in

Greater London, Ireland, Scotland and Wales as well as weekend data. Sites within

suburban areas and edge of town centre locations were selected and not limited by

size.

5.8 This search resulted in two surveys from two sites. Further inspection of the details for

these sites did not identify a specific site that was considered to be comparable in

terms of dwelling type. The average trip rates were therefore, calculated.

5.9 Full details of the TRICS search are contained in Appendix E and summary of the peak

hour total person trip rates and trip generations are summarised in Tables 4 and 5

respectively.

Page | 22




Table 4 Proposed Student Accommodation Person Trip Rates (TRICS)

Transport

Mode

Morning Peak (0800-0900) Afternoon Peak (1700-1800)

Arr

iva

ls

De

pa

rtu

res

Two

-Wa

y

Arr

iva

ls

De

pa

rtu

res

Two

-Wa

y

Train 0.002 0.002 0.004 0 0 0

Bus/Tram 0 0.005 0.005 0 0 0

Taxi 0.002 0.002 0.002 0 0 0

Total Veh 0.005 0 0.005 0 0.011 0.011

Bicycle 0 0.002 0.002 0 0.002 0.002

Foot 0.005 0.169 0.174 0.174 0.087 0.261

Total

Person

Trips

0.011 0.18 0.191 0.174 0.1 0.274

Table 5: Proposed Development Person Trip Generation (TRICS) - 436 residents

5.10 It can be seen from Table 5 that the student accommodation would generate a

negligible number of vehicular trips with two and five in the morning and evening peak

respectively.

5.11 In terms of sustainable trips Table 5 shows that the development could potentially

generate a significant number of pedestrian trips, 76 and 114 two-way trips in the

morning and evening peak respectively however, given the high quality of existing

AM Peak (0800-0900) PM Peak (1700-1800)

Arr

iva

ls

De

pa

rtu

res

Two

-Wa

y

Arr

iva

ls

De

pa

rtu

res

Two

-Wa

y

Train 1 1 2 0 0 0

Bus/Tram 0 2 2 0 0 0

Taxi 1 1 1 0 0 0

Total Vehicle Trips 2 0 2 0 5 5

Bicycle 0 1 1 0 1 1

On Foot 2 74 76 76 38 114

Total Person 5 79 84 76 44 119

Page | 23




pedestrian infrastructure, this development is not expected to significantly impact on

these infrastructure elements.

Page | 24




6. CONCLUSION

6.1 BWB Consulting Ltd (BWB) has been appointed by Cassidy Group (the “Client”) to

provide highways and transport advice to support a planning application for up to 436

student accommodation units to the east of Albany Road, Coventry.

6.2 This report demonstrates that the site is situated in a sustainable location and within a

convenient walk/ cycle distance of range of local amenities and public transport

facilities.

6.3 A review of personal injury accident data for the Albany Road revealed a total of eight

collisions which seven were ‘slight’ in severity and one was ‘serious’. A close review of

the accident reports outlined that three of the collisions involved a vulnerable road

user. There are however, no ongoing trends within the accidents which occurred within

close proximity of the site and therefore, it is concluded that the above details indicate

that there that are no highway safety concerns within the local road network.

6.4 Vehicular access to the site is proposed via a single access at Albany Road to the south

west of the site. The access is proposed to be 5.5 metres in carriageway width.

Furthermore, a pedestrian access has been proposed which will be located

approximately 40 metres to the north of the vehicular access. The pedestrian access is

set to be 2.4 metres wide and will adjoin the current infrastructure at Albany Road.

6.5 It is proposed that the development will have 21 parking spaces. The predominantly

‘car-free’ nature of the site will be appropriately managed and move-in/out days will

be strictly controlled to ensure there are no adverse impacts on the surrounding

residents and businesses in terms of overspill parking.

6.6 In accordance with ‘Coventry Local Plan 2016 (updated 2018): Car and Cycle Parking

Standards for New Development’ the development should provide a minimum of 131

cycle parking facilities. It is, however, proposed that 136 cycle parking spaces are

available for the residents of the development.

6.7 Refuse for the development would be stored in dedicated storage areas that will be

easily accessible once the refuse vehicle enters the site. A specially designed turning

head will allow the refuse vehicle to manoeuvre out of the site without causing any

disturbance.

6.8 The visibility assessment has been completed for the purpose of this TA which has

outlined a 46 metres achievable visibility splay to the north of the site. Due to restricted

visibility to the south of the access an achievable visibility splay of 36 metres has been

presented which with accordance to MfS2 paragraph 10.5.9 should be acceptable for

the purpose of development.

6.9 A trip generation assessment has been undertaken. The assessment demonstrates that

the proposed development would result in negligible number of trips in the morning

and evening peak periods. The proposals would result in a significant number of

pedestrian trips, however given the high quality of existing pedestrian infrastructure, this

development is not expected to significantly impact on these infrastructure elements.

Page | 25




6.10 In summary, this assessment clearly demonstrates that the proposed development

would generate minimal traffic increase with the surrounding highway network and no

significant off-site impact should occur. Residents would also have excellent

opportunities to travel by non-car modes within the existing infrastructure.

6.11 It is therefore, considered that the proposed development would comply with current

planning policy and best practice design guidance. Hence, the proposed

development should be acceptable to the local highway authority.

Page | 1




DRAWINGS

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Rev Details of issue / revision RevDrw

CONSULTANCY | ENVIRONMENTINFRASTRUCTURE | BUILDINGS

Nottingham | 0115 924 1100

London | 020 7234 9122

Manchester | 0161 233 4260

Scale@A3:

Reviewed:

Status

Drawing Title

Rev

© Copyright BWB Consulting Ltd

Issues & Revisions

Date

Birmingham | 0121 233 3322

Leeds | 0113 233 8000


BWB Ref: Date:

Drawn:

Drawing Status

Project - Originator - Zone - Level - Type - Role - Number

Project Title

Client

ARC-BWB-GEN-XX-DR-TR_101

PRELIMINARY

NTS2770

VISIBILITY ASSESSMENT

STUDENT

ACCOMMODATION,

ALBANY ROAD

COVENTRY

S2

Kacper Borowiec Sara Terrey

1:50017.09.19

P2

CASSIDY GROUP

P1 13.02.19 PRELIMINARY ISSUE STKB

1. Do not scale this drawing. All dimensions must be

checked/ verified on site. If in doubt ask.

2. This drawing is to be read in conjunction with all

relevant architects, engineers and specialists drawings

and specifications.

3. All dimensions in millimetres unless noted otherwise. All

levels in metres unless noted otherwise.

4. Any discrepancies noted on site are to be reported to

the engineer immediately.

Notes

Key Plan

Legend

Y:\NTS\NTS2770_Albany Road, Coventry\02. Project Delivery\01. WIP\Drawings\T&I\ARC-BWB-GEN-XX-DR-TR_0002_Tracking+Access_Arrangements.dwg

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Overall Width 2.450m

Overall Body Height 3.814m

Min Body Ground Clearance 0.366m

Track Width 2.450m

Lock to lock time 4.00s

Kerb to Kerb Turning Radius 9.500m



Nottingham | 0115 924 1100

London | 020 7234 9122

Manchester | 0161 233 4260

Scale@A3:

Reviewed:

Status

Drawing Title

Rev


Issues & Revisions

Date

Birmingham | 0121 233 3322

Leeds | 0113 233 8000


BWB Ref: Date:

Drawn:

Drawing Status


Project Title

Client


PRELIMINARY

NTS2770

SWEPT PATH ANALYSIS -

LARGE REFUSE VEHICLE

(3-AXLE)

STUDENT

ACCOMMODATION,

ALBANY ROAD

COVENTRY

S2


1:50017.09.19

P2

CASSIDY GROUP






and specifications.





Notes

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7.7

1.382 4.2

Dennis Sabre Fire Tender (LWB)

Overall Length 7.700m

Overall Width 2.430m

Overall Body Height 3.512m

Min Body Ground Clearance 0.397m

Track Width 2.380m

Lock to lock time 5.00s

Kerb to Kerb Turning Radius 7.400m



Nottingham | 0115 924 1100

London | 020 7234 9122

Manchester | 0161 233 4260

Scale@A3:

Reviewed:

Status

Drawing Title

Rev


Issues & Revisions

Date

Birmingham | 0121 233 3322

Leeds | 0113 233 8000


BWB Ref: Date:

Drawn:

Drawing Status


Project Title

Client


PRELIMINARY

NTS2770

SWEPT PATH ANALYSIS -

DENIS SABRE FIRE

TENDER

STUDENT

ACCOMMODATION,

ALBANY ROAD

COVENTRY

S2


1:50017.09.19

P2

CASSIDY GROUP






and specifications.





Notes

Key Plan

Legend


APPROX


AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

D

Page | 2




APPENDICES




APPENDIX A: Masterplan

cabinplatform

lift

cabinplatform

lift

Meeting/Conference Room

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20U

P

UP

UP

1234567 DOWN

UP

1 2 3U

P

1 2 3 4U

P

89.00 GF - FFL

86.00

89.00

turning headfor refuse vehicles

BLOCK A

BLOCK C

Residential acce

ss zone

grasscrete

Court yard 01

85.07

87.83 90.5

91.55

86.00 89.00

bins

cycles

89.00 GF - FFL

85.50

91.55

91.55

93.17

92.46

92.30

91.00

910.00

93.00

90.55

91.00

92.00

93.00

90.00

90.50

90.00reception amenity

amenity

93.00

road ramps up approx. 1 in 12

retaining walls

reta

inin

g w

alls

89.00

retaining walls

A L

B A

N Y

R

O A

D

Visitors/ Drop off Parking

platformlift

Multi-purpose/Community Space85.34

85.68

90.0

89.25

mainentrance

communityentrance

86.00 LGF

Visitors/ Staff/ Dis/ DeliveryParkingTotal 21 spaces

86.00 LGF

85.60

86.00

85.40

86.00

level access

securitygates

BLOCK B

54

38

WINIFRED AVENUE23

49

33

5052

59

parking areafor fire engine only

parking areafor fire engineonly

parking areafor fire engineonly

platformlift

platformlift

FE

0 1 2 3 4 5 6 7 8 9 10

93.00 GF - FFL

turning headfor fire engines

access road forfire engines only

BLOCK D

Court yard 02 Court yard 03

91.74

Court yard 04

92.54

92.00

91.74

93.00

89.00

landscaped m

ound

landscaped m

ound

cycles

cycles

dotted purplelines indicatesline of existingadvertisementhoardings

40 spaces

40 cycles

89.00

cycles10 cycles

N

P01 09.09.19 Planning Application JCl NKe

issuing office

project

status

Do not scale from this drawing • dimensions and levels to be checked on site by the contractorall dimensions in millimetres unless otherwise noted • all levels in metres unless otherwise noted.The title, copyright and confidential information in this document belongs to Maber Associates Limited.Copyright 2019. All rights reserved. You may not reproduce this document or disclose it to others withoutthe consent of Maber Associates Limited.

maber.co.uk

Email • [email protected] • 0115 941 5555

architecture / interiors / landscape

Nottingham

document

referencerolezoneoriginproject no. rev.

int. job no.

level type

00203

00203

rev date description by ckd

Proposed Site Plan

A1

ARC MA 00 ZZ DR A S2

2955


PLANNING APPLICATION

paper sizescale 1:250, 1:1.25

P01




APPENDIX B: ATC Survey

ANSA XML SPEED

Globals Report Id CustomList-188

Descriptor ANSA XML SPEED Created by MetroCount Traffic Executive

Creation Time (UTC) 2018-12-07T14:36:50 Legal Copyright (c)1997 - 2016 MetroCount

Graphic header.bmp Language English

Country United Kingdom Time UTC + 0 min

Create Version 5.0.2.0 Metric Part metric

Speed Unit mph Length Unit metre

Mass Unit tonneDataset

Site Name CoventryAlbanyRd Site Attribute mc4

File Name C:\Users\ianbr\Documents\MetroCount\MTE 5.02\Data\CoventryAlbanyRd 0 2018-12-07 1201.EC0 File Type Plus

Algorithm Factory default axle Description CoventryAlbanyRd

Lane 0 Direction 7

Direction Text 7 - North bound A]B, South bound B]A. Layout Text Axle sensors - Paired (Class/Speed/Count) Setup Time 2018-11-30T12:00:44 Start Time 2018-11-30T12:00:44

Finish Time 2018-12-07T12:00:44 Operator ZAP

Configuration 40 MC5600 00 00 00 00 00 ? CH38GJMS MC56-L5 [MC55] (c)Microcom 19Oct04Profile

Name Default Profile Title MetroCount Traffic Executive

Graphic Logo

Header

Footer

Percentile 1 85 Percentile 2 95

Pace 12 Filter Start 2018-11-30T12:01:00 Filter End 2018-12-07T12:00:44

Class Scheme VRX F Cls(1-12, 14-15) Dir(N) Sp(6,99) Headway(]0) Span(0 - 100) Lane(0-16)

Low Speed 6 High Speed 99

Posted Limit 37 Speed Limits 37 37 37 37 37 37 37 37 37 37

Separation 0.000 Separation Type Headway

Direction North Encoded Direction 1

LGV HGV LGV HGV LGV HGV LGV HGV LGV HGV LGV HGV LGV HGV Total

0 28 0 35 0 41 0 43 0 41 0 38 0 38

1 18 1 21 0 25 0 20 0 32 0 23 0 23

2 6 0 11 0 6 0 17 0 15 0 11 0 113 6 0 12 0 10 0 12 0 10 0 10 0 104 9 0 6 0 16 0 9 1 9 0 10 0 10

5 23 0 26 0 29 0 25 0 22 0 25 0 256 66 0 73 0 67 0 72 1 74 0 70 0 71

7 241 4 290 1 284 1 270 1 274 1 272 2 2738 453 3 469 3 438 4 458 7 400 11 444 6 4499 325 4 293 2 307 2 341 1 286 1 310 2 312

10 278 0 236 1 256 1 248 1 258 0 255 1 25611 242 1 280 0 249 3 248 1 193 1 242 1 244

12 286 2 239 1 361 1 273 0 249 1 282 1 28313 296 2 277 1 338 4 307 2 269 2 297 2 30014 300 3 285 1 249 2 309 2 276 2 284 2 286

15 350 5 326 0 326 5 334 3 323 1 332 3 33516 415 4 364 4 386 1 382 4 362 0 382 3 384

17 343 9 359 4 386 4 366 5 346 4 360 5 36518 292 1 261 4 280 2 288 1 303 3 285 2 28719 299 5 197 0 202 1 245 1 245 2 238 2 239

20 214 1 144 0 151 1 155 0 162 1 165 1 16621 193 2 125 0 118 1 137 0 125 2 140 1 141

22 187 1 100 0 104 1 102 0 150 1 129 1 129

23 166 0 77 0 64 2 69 0 99 0 95 0 95

07:00 - 19:00 3847 27 4096 27 4038 29 3938 26 3982 31 4013

06:00 - 22:00 4282 27 4542 30 4499 29 4447 31 4486 33 4519

06:00 - 00:00 4359 27 4606 32 4568 29 4546 31 4581 34 4615

24 Hr 4449 28 4717 32 4695 29 4672 32 4697.6 34 4732

Average

Northbound

Time03.12.18 04.12.18 05.12.18 06.12.1802.12.18 07.12.18

LGV HGV LGV HGV

0000-0100 144 2 157 0

0100-0200 97 2 145 0

0200-0300 50 3 98 1

0300-0400 25 5 49 0

0400-0500 22 3 28 0

0500-0600 19 7 18 0

0600-0700 29 1 29 0

0700-0800 75 5 31 0

0800-0900 131 1 71 0

0900-1000 270 2 118 1

1000-1100 298 0 196 2

1100-1200 311 0 209 2

1200-1300 309 23 224 1

1300-1400 303 31 220 0 `

1400-1500 317 31 258 3

1500-1600 252 31 216 2

1600-1700 251 0 177 3

1700-1800 254 0 178 0

1800-1900 235 0 159 0

1900-2000 258 0 156 0

2000-2100 213 0 143 0

2100-2200 156 0 92 1

2200-2300 181 0 85 1

2300-0000 176 0 53 1

07:00 - 19:00 3264 124 2213 14

06:00 - 22:00 3843 125 2562 16

06:00 - 00:00 4019 125 2615 17

24 Hr 4376 147 3110 18

Time01.12.18 02.12.18

ANSA XML SPEED

Column Time 24-hour time (0000 - 2359) Total Number in time step Cls 1 Class totals Cls 2 Class totals Cls 3 Class totals Cls 4 Class totals Cls 5 Class totals Cls 6 Class totals Cls 7 Class totals Cls 8 Class totals Cls 9 Class totals Cls 10 Class totals Cls 11 Class totals Cls 12 Class totals Cls 14 Class totals Cls 15 Class totals Vbin 6 12 Speed bin totals Vbin 12 19 Speed bin totals Vbin 19 25 Speed bin totals Vbin 25 31 Speed bin totals Vbin 31 37 Speed bin totals Vbin 37 43 Speed bin totals Vbin 43 50 Speed bin totals Vbin 50 56 Speed bin totals Vbin 56 62 Speed bin totals Vbin 62 68 Speed bin totals Vbin 68 75 Speed bin totals Vbin 75 81 Speed bin totals Vbin 81 87 Speed bin totals Vbin 87 93 Speed bin totals Vbin 93 99 Speed bin totals Mean Average speed Vpp 85 Percentile speed

ANSA XML SPEED

Report Id - CustomList-188

Site Name - CoventryAlbanyRd

Description - CoventryAlbanyRd

Direction - North

30 November 2018

Time Total Cls Cls Cls Cls Cls Cls Cls Cls Cls Cls Cls Cls Cls Cls Vbin Vbin Vbin Vbin Vbin Vbin Vbin Vbin Vbin Vbin Vbin Vbin Vbin Vbin Vbin Mean Vpp

1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

1200 288 267 3 16 0 1 0 0 0 0 0 0 0 1 0 5 33 145 95 9 1 0 0 0 0 0 0 0 0 0 23.4 28.2

1300 298 281 0 15 0 1 0 0 0 0 0 0 0 1 0 14 74 123 79 8 0 0 0 0 0 0 0 0 0 0 21.7 27.4

1400 303 273 3 24 0 1 1 0 1 0 0 0 0 0 0 11 59 159 68 5 1 0 0 0 0 0 0 0 0 0 21.7 25.9

1500 355 327 3 20 0 2 0 0 0 0 0 0 0 3 0 33 105 151 59 6 1 0 0 0 0 0 0 0 0 0 20 25.6

1600 418 384 8 22 1 2 0 0 0 0 0 0 0 1 0 34 187 145 49 3 0 0 0 0 0 0 0 0 0 0 18.8 24.1

1700 350 322 6 13 2 1 1 0 0 2 0 0 0 2 1 21 138 138 51 2 0 0 0 0 0 0 0 0 0 0 19.6 24.9

1800 293 279 4 9 0 0 0 0 0 0 0 0 0 1 0 16 92 143 37 4 1 0 0 0 0 0 0 0 0 0 20.2 24.8

1900 304 287 1 11 0 1 0 0 0 0 0 0 0 3 1 9 87 143 57 7 1 0 0 0 0 0 0 0 0 0 21 25.8

2000 215 201 4 9 0 0 0 0 0 0 0 0 0 1 0 8 53 105 45 3 1 0 0 0 0 0 0 0 0 0 21.4 26.5

2100 195 188 1 4 0 0 0 0 0 0 0 0 0 2 0 2 50 94 42 7 0 0 0 0 0 0 0 0 0 0 21.8 26.6

2200 187 179 1 6 1 0 0 0 0 0 0 0 0 0 0 7 50 93 32 5 0 0 0 0 0 0 0 0 0 0 21.2 25.7

2300 166 156 0 10 0 0 0 0 0 0 0 0 0 0 0 10 38 80 35 2 1 0 0 0 0 0 0 0 0 0 20.9 25.9

07-19 2305 2133 27 119 3 8 2 0 1 2 0 0 0 9 1 134 688 1004 438 37 4 0 0 0 0 0 0 0 0 0 20.6 25.9

06-22 3019 2809 33 143 3 9 2 0 1 2 0 0 0 15 2 153 878 1346 582 54 6 0 0 0 0 0 0 0 0 0 20.8 26

06-00 3372 3144 34 159 4 9 2 0 1 2 0 0 0 15 2 170 966 1519 649 61 7 0 0 0 0 0 0 0 0 0 20.8 25.9

00-00 3372 3144 34 159 4 9 2 0 1 2 0 0 0 15 2 170 966 1519 649 61 7 0 0 0 0 0 0 0 0 0 20.8 25.9

Vehicles = 3372

Posted speed limit = 37 mph, Exceeding = 8 (0.237%), Mean Exceeding = 38.64 mph

Maximum = 42.1 mph, Minimum = 6.5 mph, Mean = 20.8 mph

85% Speed = 25.95 mph, 95% Speed = 29.10 mph, Median = 20.86 mph

12 mph Pace = 15 - 27, Number in Pace = 2595 (76.96%)

Variance = 25.81, Standard Deviation = 5.08 mph

ANSA XML SPEED




Direction - North

01 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 145 141 0 3 0 1 0 0 0 0 0 0 0 0 0 1 17 79 42 6 0 0 0 0 0 0 0 0 0 0 23.1 27.5

0100 97 91 0 6 0 0 0 0 0 0 0 0 0 0 0 3 13 39 38 4 0 0 0 0 0 0 0 0 0 0 23.8 29.9

0200 50 46 0 4 0 0 0 0 0 0 0 0 0 0 0 1 9 20 17 1 1 1 0 0 0 0 0 0 0 0 24 28.9

0300 25 24 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 12 7 1 0 0 0 0 0 0 0 0 0 0 23.2 28.3

0400 22 20 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 9 9 3 0 0 0 0 0 0 0 0 0 0 25.6 30.7

0500 19 18 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 7 3 5 0 0 0 0 0 0 0 0 0 0 25 32.2

0600 29 28 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3 12 11 2 0 0 0 0 0 0 0 0 0 0 23.8 29.9

0700 75 67 0 8 0 0 0 0 0 0 0 0 0 0 0 0 6 31 27 11 0 0 0 0 0 0 0 0 0 0 25.2 31.1

0800 131 118 0 12 1 0 0 0 0 0 0 0 0 0 0 0 16 68 39 6 2 0 0 0 0 0 0 0 0 0 23.8 28.1

0900 270 252 1 17 0 0 0 0 0 0 0 0 0 0 0 5 61 122 77 5 0 0 0 0 0 0 0 0 0 0 22.1 27.6

1000 303 282 3 13 0 3 0 0 0 0 0 0 0 2 0 25 79 140 51 7 1 0 0 0 0 0 0 0 0 0 20.5 26.1

1100 312 297 2 12 0 1 0 0 0 0 0 0 0 0 0 13 67 161 64 6 1 0 0 0 0 0 0 0 0 0 21.5 26.1

1200 310 291 3 15 0 1 0 0 0 0 0 0 0 0 0 15 85 148 54 8 0 0 0 0 0 0 0 0 0 0 20.7 26.1

1300 305 288 3 12 0 1 0 0 0 0 0 0 0 0 1 9 85 123 79 8 1 0 0 0 0 0 0 0 0 0 21.8 27.5

1400 317 304 2 11 0 0 0 0 0 0 0 0 0 0 0 6 94 141 72 4 0 0 0 0 0 0 0 0 0 0 21.1 26.4

1500 252 243 1 8 0 0 0 0 0 0 0 0 0 0 0 2 46 120 80 4 0 0 0 0 0 0 0 0 0 0 22.6 26.8

1600 253 239 2 10 0 1 0 0 0 0 0 0 0 1 0 12 65 118 54 4 0 0 0 0 0 0 0 0 0 0 21.2 26

1700 256 247 1 6 0 0 0 1 0 0 0 0 0 1 0 7 34 125 79 10 1 0 0 0 0 0 0 0 0 0 22.9 27.7

1800 237 226 2 7 0 0 0 0 0 0 0 0 0 1 1 7 56 127 44 3 0 0 0 0 0 0 0 0 0 0 21.2 25.7

1900 259 247 1 10 0 1 0 0 0 0 0 0 0 0 0 6 70 138 42 3 0 0 0 0 0 0 0 0 0 0 21 25.2

2000 214 207 3 3 0 0 0 0 0 0 0 0 0 1 0 7 59 109 34 5 0 0 0 0 0 0 0 0 0 0 20.9 25.5

2100 157 151 0 5 0 0 0 0 0 0 0 0 0 0 1 2 35 86 26 4 4 0 0 0 0 0 0 0 0 0 22.1 26.2

2200 181 179 0 2 0 0 0 0 0 0 0 0 0 0 0 8 42 95 35 1 0 0 0 0 0 0 0 0 0 0 21.1 25.6

2300 176 164 0 12 0 0 0 0 0 0 0 0 0 0 0 6 51 85 34 0 0 0 0 0 0 0 0 0 0 0 20.7 26.3

07-19 3021 2854 20 131 1 7 0 1 0 0 0 0 0 5 2 101 694 1424 720 76 6 0 0 0 0 0 0 0 0 0 21.7 26.8

06-22 3680 3487 24 150 1 8 0 1 0 0 0 0 0 6 3 117 861 1769 833 90 10 0 0 0 0 0 0 0 0 0 21.7 26.6

06-00 4037 3830 24 164 1 8 0 1 0 0 0 0 0 6 3 131 954 1949 902 91 10 0 0 0 0 0 0 0 0 0 21.6 26.5

00-00 4395 4170 24 181 1 9 0 1 0 0 0 0 0 6 3 137 1002 2115 1018 111 11 1 0 0 0 0 0 0 0 0 21.8 26.7

Vehicles = 4395






ANSA XML SPEED




Direction - North

02 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 157 154 0 3 0 0 0 0 0 0 0 0 0 0 0 3 26 79 46 3 0 0 0 0 0 0 0 0 0 0 22.8 26.8

0100 145 141 0 4 0 0 0 0 0 0 0 0 0 0 0 0 16 63 55 10 1 0 0 0 0 0 0 0 0 0 24.2 28.5

0200 99 94 1 3 0 0 0 0 0 0 0 0 0 0 1 0 14 53 31 0 1 0 0 0 0 0 0 0 0 0 23.4 27.3

0300 49 48 0 1 0 0 0 0 0 0 0 0 0 0 0 1 4 26 15 3 0 0 0 0 0 0 0 0 0 0 24 28.4

0400 28 28 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 13 9 2 2 0 0 0 0 0 0 0 0 0 25.6 31.1

0500 18 16 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 9 6 1 0 0 0 0 0 0 0 0 0 0 24 29.2

0600 29 29 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 11 10 3 0 0 0 0 0 0 0 0 0 0 24.4 28.8

0700 31 30 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 12 14 1 1 0 0 0 0 0 0 0 0 0 24.8 30.4

0800 71 68 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 26 33 6 2 0 0 0 0 0 0 0 0 0 25.9 30.2

0900 119 116 0 2 0 0 0 0 0 0 0 0 0 1 0 1 22 53 38 5 0 0 0 0 0 0 0 0 0 0 23.1 28.3

1000 198 186 3 7 0 0 0 0 0 0 0 0 0 2 0 3 32 87 71 4 1 0 0 0 0 0 0 0 0 0 23.2 28.1

1100 211 206 0 3 0 0 0 0 0 0 0 0 0 1 1 5 43 110 49 4 0 0 0 0 0 0 0 0 0 0 22 26

1200 225 221 1 2 0 0 0 0 0 0 0 0 0 1 0 8 77 106 31 3 0 0 0 0 0 0 0 0 0 0 20.4 25

1300 220 209 2 9 0 0 0 0 0 0 0 0 0 0 0 8 40 124 42 4 2 0 0 0 0 0 0 0 0 0 21.8 26.4

1400 261 249 3 6 0 1 0 0 0 0 0 0 0 2 0 3 49 127 70 11 1 0 0 0 0 0 0 0 0 0 22.5 27.3

1500 218 211 1 4 0 0 0 0 0 0 0 0 0 2 0 3 48 103 58 6 0 0 0 0 0 0 0 0 0 0 22.2 27

1600 180 171 0 6 0 1 0 0 0 0 0 0 0 2 0 3 28 104 39 6 0 0 0 0 0 0 0 0 0 0 22.5 26.6

1700 178 173 0 5 0 0 0 0 0 0 0 0 0 0 0 2 28 102 44 2 0 0 0 0 0 0 0 0 0 0 22.7 26.4

1800 159 155 1 3 0 0 0 0 0 0 0 0 0 0 0 2 32 68 46 11 0 0 0 0 0 0 0 0 0 0 22.7 27.6

1900 156 152 0 4 0 0 0 0 0 0 0 0 0 0 0 1 23 73 49 8 2 0 0 0 0 0 0 0 0 0 23.3 27.3

2000 143 137 1 5 0 0 0 0 0 0 0 0 0 0 0 1 21 75 41 5 0 0 0 0 0 0 0 0 0 0 22.8 27.4

2100 93 87 0 5 0 0 0 0 0 0 0 0 0 1 0 2 11 52 23 3 2 0 0 0 0 0 0 0 0 0 22.8 27.1

2200 86 80 0 5 0 0 0 0 0 0 0 0 0 0 1 3 11 39 26 4 2 1 0 0 0 0 0 0 0 0 23.9 29.2

2300 54 49 0 4 0 0 0 0 0 0 0 0 0 1 0 1 5 19 22 6 1 0 0 0 0 0 0 0 0 0 25.4 30.5

07-19 2071 1995 11 51 0 2 0 0 0 0 0 0 0 11 1 38 406 1022 535 63 7 0 0 0 0 0 0 0 0 0 22.4 27

06-22 2492 2400 12 65 0 2 0 0 0 0 0 0 0 12 1 42 466 1233 658 82 11 0 0 0 0 0 0 0 0 0 22.5 27.1

06-00 2632 2529 12 74 0 2 0 0 0 0 0 0 0 13 2 46 482 1291 706 92 14 1 0 0 0 0 0 0 0 0 22.6 27.3

00-00 3128 3010 13 87 0 2 0 0 0 0 0 0 0 13 3 50 546 1534 868 111 18 1 0 0 0 0 0 0 0 0 22.8 27.3

Vehicles = 3128






ANSA XML SPEED




Direction - North

03 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 28 27 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 17 6 3 0 0 0 0 0 0 0 0 0 0 23.9 29.8

0100 19 16 0 2 0 0 0 0 0 0 0 0 0 0 1 0 2 7 10 0 0 0 0 0 0 0 0 0 0 0 24.3 29.3

0200 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 2 0 0 0 0 0 0 0 0 0 0 0 24 -

0300 6 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 1 0 0 0 0 0 0 0 0 0 0 0 21.3 -

0400 9 8 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 1 6 1 0 0 0 0 0 0 0 0 0 0 27.6 -

0500 23 19 0 4 0 0 0 0 0 0 0 0 0 0 0 0 2 8 8 4 1 0 0 0 0 0 0 0 0 0 26.2 31.8

0600 66 58 0 8 0 0 0 0 0 0 0 0 0 0 0 0 10 28 19 5 4 0 0 0 0 0 0 0 0 0 24.4 30.8

0700 244 231 0 9 1 3 0 0 0 0 0 0 0 0 0 10 76 113 39 6 0 0 0 0 0 0 0 0 0 0 20.6 25.5

0800 456 429 4 20 0 0 1 1 0 0 0 0 0 1 0 68 185 149 49 3 0 2 0 0 0 0 0 0 0 0 18.1 23.7

0900 329 300 1 24 0 2 1 0 0 0 0 0 0 1 0 34 108 133 48 6 0 0 0 0 0 0 0 0 0 0 19.6 25.3

1000 278 254 0 24 0 0 0 0 0 0 0 0 0 0 0 12 73 131 55 6 1 0 0 0 0 0 0 0 0 0 21.1 26.3

1100 242 228 0 13 1 0 0 0 0 0 0 0 0 0 0 6 49 124 57 5 0 0 0 1 0 0 0 0 0 0 22 26.8

1200 240 220 1 18 0 0 0 0 1 0 0 0 0 0 0 9 47 110 67 6 0 0 0 0 1 0 0 0 0 0 22.2 27.3

1300 278 256 3 18 0 0 0 0 0 0 0 0 0 1 0 8 44 139 75 12 0 0 0 0 0 0 0 0 0 0 22.5 27.6

1400 286 263 2 20 0 0 0 1 0 0 0 0 0 0 0 8 43 149 71 15 0 0 0 0 0 0 0 0 0 0 22.7 27.5

1500 326 311 1 14 0 0 0 0 0 0 0 0 0 0 0 13 72 164 67 10 0 0 0 0 0 0 0 0 0 0 21.5 26

1600 368 348 0 16 0 1 0 1 0 0 0 0 0 2 0 20 86 187 66 8 1 0 0 0 0 0 0 0 0 0 21.1 26.3

1700 362 335 2 21 1 1 0 0 0 0 0 0 0 1 1 28 123 145 62 4 0 0 0 0 0 0 0 0 0 0 19.9 25.8

1800 264 252 2 6 1 0 0 0 0 0 0 0 0 3 0 5 57 122 69 11 0 0 0 0 0 0 0 0 0 0 22.5 27.4

1900 197 189 1 7 0 0 0 0 0 0 0 0 0 0 0 2 37 96 54 8 0 0 0 0 0 0 0 0 0 0 22.7 27.1

2000 144 141 0 3 0 0 0 0 0 0 0 0 0 0 0 0 19 63 54 6 1 1 0 0 0 0 0 0 0 0 23.9 28

2100 125 121 1 3 0 0 0 0 0 0 0 0 0 0 0 1 12 60 43 8 1 0 0 0 0 0 0 0 0 0 24.2 28.9

2200 100 98 0 2 0 0 0 0 0 0 0 0 0 0 0 4 9 48 32 5 1 1 0 0 0 0 0 0 0 0 23.9 28.8

2300 77 75 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 31 38 5 0 0 0 0 0 0 0 0 0 0 25.2 29.1

07-19 3673 3427 16 203 4 7 2 3 1 0 0 0 0 9 1 221 963 1666 725 92 2 2 0 1 1 0 0 0 0 0 20.9 26.3

06-22 4205 3936 18 224 4 7 2 3 1 0 0 0 0 9 1 224 1041 1913 895 119 8 3 0 1 1 0 0 0 0 0 21.3 26.6

06-00 4382 4109 18 228 4 7 2 3 1 0 0 0 0 9 1 228 1053 1992 965 129 9 4 0 1 1 0 0 0 0 0 21.4 26.6

00-00 4473 4191 18 236 4 7 2 3 1 0 0 0 0 9 2 228 1062 2032 998 137 10 4 0 1 1 0 0 0 0 0 21.5 26.7

Vehicles = 4473






ANSA XML SPEED




Direction - North

04 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 35 30 0 5 0 0 0 0 0 0 0 0 0 0 0 0 2 18 9 6 0 0 0 0 0 0 0 0 0 0 24.7 33.9

0100 21 21 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13 6 2 0 0 0 0 0 0 0 0 0 0 24.4 27.5

0200 11 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 3 6 1 0 0 0 0 0 0 0 0 0 0 25.9 30.9

0300 12 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 4 1 0 0 0 0 0 0 0 0 0 0 24.1 30.4

0400 6 5 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 3 1 0 0 0 0 0 0 0 0 0 29.7 -

0500 26 25 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 9 11 1 3 0 0 0 0 0 0 0 0 0 26.2 31.7

0600 73 68 0 5 0 0 0 0 0 0 0 0 0 0 0 1 7 29 30 6 0 0 0 0 0 0 0 0 0 0 24.7 29.6

0700 291 271 0 19 0 0 1 0 0 0 0 0 0 0 0 19 59 121 82 10 0 0 0 0 0 0 0 0 0 0 21.9 27.4

0800 472 457 1 11 0 2 0 0 0 0 0 0 0 0 1 115 219 123 15 0 0 0 0 0 0 0 0 0 0 0 15.9 20.6

0900 295 269 1 22 1 1 0 0 0 0 0 0 0 1 0 30 98 140 24 3 0 0 0 0 0 0 0 0 0 0 19 23.5

1000 237 201 0 34 1 0 0 0 0 0 0 0 0 1 0 3 58 118 53 4 1 0 0 0 0 0 0 0 0 0 21.8 26.8

1100 280 254 2 23 1 0 0 0 0 0 0 0 0 0 0 2 66 137 70 5 0 0 0 0 0 0 0 0 0 0 21.8 26.6

1200 362 326 4 28 3 0 0 1 0 0 0 0 0 0 0 16 84 169 84 9 0 0 0 0 0 0 0 0 0 0 21.5 26.7

1300 342 311 4 23 0 1 1 1 0 0 0 0 0 0 1 12 64 178 76 11 1 0 0 0 0 0 0 0 0 0 22 26.7

1400 251 231 2 16 0 0 0 0 0 0 0 0 0 2 0 3 31 104 99 13 1 0 0 0 0 0 0 0 0 0 24 28.8

1500 331 308 1 17 0 2 1 0 0 0 0 0 0 0 2 27 104 138 58 3 1 0 0 0 0 0 0 0 0 0 20.1 25.6

1600 387 352 6 27 1 0 0 0 0 0 0 0 0 1 0 24 94 161 99 9 0 0 0 0 0 0 0 0 0 0 21.2 26.5

1700 390 372 3 11 0 1 0 0 0 0 0 0 0 2 1 34 130 168 56 2 0 0 0 0 0 0 0 0 0 0 19.6 24.8

1800 282 265 1 14 0 1 0 0 0 0 0 0 0 0 1 8 78 133 60 3 0 0 0 0 0 0 0 0 0 0 21 25.7

1900 203 197 2 3 0 0 1 0 0 0 0 0 0 0 0 2 48 107 40 5 1 0 0 0 0 0 0 0 0 0 21.9 26.3

2000 152 145 0 6 0 0 0 0 0 0 0 0 0 1 0 1 22 79 42 8 0 0 0 0 0 0 0 0 0 0 23.1 27

2100 119 115 0 3 0 0 0 0 0 0 0 0 0 1 0 1 23 60 29 4 2 0 0 0 0 0 0 0 0 0 22.7 27.5

2200 105 101 0 3 0 0 0 0 0 0 0 0 0 1 0 0 13 47 37 7 1 0 0 0 0 0 0 0 0 0 23.9 28.4

2300 66 61 0 3 0 0 0 1 0 0 0 0 0 1 0 1 9 35 18 2 1 0 0 0 0 0 0 0 0 0 23.5 28.5

07-19 3920 3617 25 245 7 8 3 2 0 0 0 0 0 7 6 293 1085 1690 776 72 4 0 0 0 0 0 0 0 0 0 20.5 26

06-22 4467 4142 27 262 7 8 4 2 0 0 0 0 0 9 6 298 1185 1965 917 95 7 0 0 0 0 0 0 0 0 0 20.8 26.2

06-00 4638 4304 27 268 7 8 4 3 0 0 0 0 0 11 6 299 1207 2047 972 104 9 0 0 0 0 0 0 0 0 0 20.9 26.3

00-00 4749 4408 27 275 7 8 4 3 0 0 0 0 0 11 6 299 1214 2097 1008 118 13 0 0 0 0 0 0 0 0 0 21 26.4

Vehicles = 4749






ANSA XML SPEED




Direction - North

05 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 41 38 0 3 0 0 0 0 0 0 0 0 0 0 0 0 9 17 11 3 1 0 0 0 0 0 0 0 0 0 23.8 28.1

0100 25 24 0 1 0 0 0 0 0 0 0 0 0 0 0 0 3 13 8 0 0 1 0 0 0 0 0 0 0 0 23.9 28.5

0200 6 5 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 1 2 0 0 1 0 0 0 0 0 0 0 0 26.2 -

0300 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 6 1 0 0 0 0 0 0 0 0 0 0 25.8 -

0400 16 14 0 2 0 0 0 0 0 0 0 0 0 0 0 0 1 4 6 2 3 0 0 0 0 0 0 0 0 0 28.6 40

0500 29 28 0 1 0 0 0 0 0 0 0 0 0 0 0 0 2 16 9 2 0 0 0 0 0 0 0 0 0 0 24.2 29.6

0600 67 63 0 4 0 0 0 0 0 0 0 0 0 0 0 0 13 34 18 2 0 0 0 0 0 0 0 0 0 0 22.6 27.3

0700 285 262 3 18 1 1 0 0 0 0 0 0 0 0 0 13 71 140 55 5 1 0 0 0 0 0 0 0 0 0 21.1 25.8

0800 442 417 3 17 1 2 1 0 0 1 0 0 0 0 0 146 179 83 29 4 0 1 0 0 0 0 0 0 0 0 15.6 21.6

0900 309 286 3 16 2 0 0 1 0 0 0 0 0 1 0 23 107 135 41 3 0 0 0 0 0 0 0 0 0 0 19.7 24.7

1000 257 230 1 25 0 0 1 0 0 0 0 0 0 0 0 8 65 126 56 2 0 0 0 0 0 0 0 0 0 0 21.4 25.8

1100 252 222 3 24 0 0 1 0 0 0 0 0 0 2 0 16 42 143 46 5 0 0 0 0 0 0 0 0 0 0 21.4 25.8

1200 273 250 0 22 1 0 0 0 0 0 0 0 0 0 0 5 60 134 68 5 1 0 0 0 0 0 0 0 0 0 22.1 27.1

1300 309 290 3 14 0 1 0 0 0 0 0 0 0 0 1 6 39 171 87 5 0 0 0 1 0 0 0 0 0 0 22.7 26.9

1400 311 282 2 25 0 0 1 1 0 0 0 0 0 0 0 11 80 144 70 5 1 0 0 0 0 0 0 0 0 0 21.2 26.1

1500 337 311 4 18 1 0 1 0 0 0 0 0 0 2 0 16 96 163 54 8 0 0 0 0 0 0 0 0 0 0 20.7 25.8

1600 386 357 2 23 0 1 0 2 0 0 0 0 0 1 0 18 100 188 69 11 0 0 0 0 0 0 0 0 0 0 20.9 25.9

1700 371 351 3 11 1 1 0 1 0 0 0 0 0 3 0 12 117 171 63 5 3 0 0 0 0 0 0 0 0 0 20.6 25.6

1800 289 276 4 8 0 1 0 0 0 0 0 0 0 0 0 11 63 133 73 9 0 0 0 0 0 0 0 0 0 0 21.9 26.5

1900 246 234 3 8 0 0 0 0 0 0 0 0 0 1 0 4 58 119 59 5 1 0 0 0 0 0 0 0 0 0 21.9 26.4

2000 155 145 1 9 0 0 0 0 0 0 0 0 0 0 0 3 39 77 34 2 0 0 0 0 0 0 0 0 0 0 21.8 26.4

2100 137 135 0 2 0 0 0 0 0 0 0 0 0 0 0 0 19 66 46 6 0 0 0 0 0 0 0 0 0 0 23.5 28

2200 102 101 0 1 0 0 0 0 0 0 0 0 0 0 0 1 11 61 25 4 0 0 0 0 0 0 0 0 0 0 23.1 26.8

2300 69 67 0 2 0 0 0 0 0 0 0 0 0 0 0 1 7 28 27 6 0 0 0 0 0 0 0 0 0 0 24.7 30.2

07-19 3821 3534 31 221 7 7 5 5 0 1 0 0 0 9 1 285 1019 1731 711 67 6 1 0 1 0 0 0 0 0 0 20.6 25.8

06-22 4426 4111 35 244 7 7 5 5 0 1 0 0 0 10 1 292 1148 2027 868 82 7 1 0 1 0 0 0 0 0 0 20.8 26

06-00 4597 4279 35 247 7 7 5 5 0 1 0 0 0 10 1 294 1166 2116 920 92 7 1 0 1 0 0 0 0 0 0 20.9 26.1

00-00 4724 4398 35 255 7 7 5 5 0 1 0 0 0 10 1 294 1184 2169 962 100 11 3 0 1 0 0 0 0 0 0 21 26.2

Vehicles = 4724






ANSA XML SPEED




Direction - North

06 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 43 41 0 2 0 0 0 0 0 0 0 0 0 0 0 1 1 22 17 2 0 0 0 0 0 0 0 0 0 0 24.4 29

0100 20 19 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 10 8 0 1 0 0 0 0 0 0 0 0 0 25.1 29.6

0200 17 16 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 5 7 5 0 0 0 0 0 0 0 0 0 0 27.7 33.4

0300 12 11 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7 1 0 0 0 0 0 0 0 0 0 0 26 28.3

0400 10 8 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 2 6 1 0 0 0 0 0 0 0 0 0 0 26.3 -

0500 25 24 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 10 10 3 1 0 0 0 0 0 0 0 0 0 26.8 31.7

0600 73 67 0 5 0 0 0 0 0 0 0 0 0 0 1 0 6 35 27 3 2 0 0 0 0 0 0 0 0 0 24.8 29.3

0700 271 253 1 14 2 1 0 0 0 0 0 0 0 0 0 11 70 129 55 3 3 0 0 0 0 0 0 0 0 0 21.1 26.3

0800 465 443 1 13 1 4 2 1 0 0 0 0 0 0 0 85 206 138 33 3 0 0 0 0 0 0 0 0 0 0 17.3 22.8

0900 342 313 4 23 1 0 0 0 0 0 0 0 0 1 0 12 99 163 65 3 0 0 0 0 0 0 0 0 0 0 20.9 25.8

1000 249 219 0 29 0 0 0 0 0 0 0 0 0 1 0 6 58 129 51 5 0 0 0 0 0 0 0 0 0 0 21.6 26.1

1100 249 233 2 12 1 0 0 1 0 0 0 0 0 0 0 10 57 130 48 4 0 0 0 0 0 0 0 0 0 0 21.3 25.7

1200 250 226 2 21 0 0 0 0 0 0 0 0 0 1 0 5 53 116 65 9 2 0 0 0 0 0 0 0 0 0 22.2 27

1300 271 249 2 18 0 0 0 0 0 0 0 0 0 2 0 12 65 115 74 5 0 0 0 0 0 0 0 0 0 0 21.7 26.8

1400 278 261 1 14 0 1 0 0 0 0 0 0 0 1 0 5 56 126 82 9 0 0 0 0 0 0 0 0 0 0 22.6 27.2

1500 324 301 3 19 0 1 0 0 0 0 0 0 0 0 0 11 86 146 71 10 0 0 0 0 0 0 0 0 0 0 21.4 26.5

1600 362 337 4 21 0 0 0 0 0 0 0 0 0 0 0 20 117 158 60 7 0 0 0 0 0 0 0 0 0 0 20.3 25.6

1700 350 320 8 16 2 2 0 0 0 0 0 0 0 1 1 37 89 156 56 12 0 0 0 0 0 0 0 0 0 0 20.2 25.5

1800 306 294 2 7 0 2 0 0 0 0 0 0 0 1 0 31 84 142 45 4 0 0 0 0 0 0 0 0 0 0 20.1 25.2

1900 247 242 1 2 0 0 0 0 0 0 0 0 0 1 1 7 67 121 46 6 0 0 0 0 0 0 0 0 0 0 21 26.2

2000 163 155 0 7 0 0 0 0 0 0 0 0 0 1 0 3 47 85 26 2 0 0 0 0 0 0 0 0 0 0 21.1 25.6

2100 127 125 0 0 0 1 0 0 0 0 0 0 0 0 1 0 22 62 37 6 0 0 0 0 0 0 0 0 0 0 23 27.3

2200 151 144 0 6 0 0 0 0 0 0 0 0 0 1 0 1 25 87 32 5 1 0 0 0 0 0 0 0 0 0 22.4 26.9

2300 99 96 0 3 0 0 0 0 0 0 0 0 0 0 0 1 14 53 27 4 0 0 0 0 0 0 0 0 0 0 23.2 28.5

07-19 3717 3449 30 207 7 11 2 2 0 0 0 0 0 8 1 245 1040 1648 705 74 5 0 0 0 0 0 0 0 0 0 20.7 25.9

06-22 4327 4038 31 221 7 12 2 2 0 0 0 0 0 10 4 255 1182 1951 841 91 7 0 0 0 0 0 0 0 0 0 20.8 26

06-00 4577 4278 31 230 7 12 2 2 0 0 0 0 0 11 4 257 1221 2091 900 100 8 0 0 0 0 0 0 0 0 0 20.9 26.1

00-00 4704 4397 31 237 7 12 2 2 0 0 0 0 0 11 5 258 1225 2144 955 112 10 0 0 0 0 0 0 0 0 0 21.1 26.2

Vehicles = 4704






ANSA XML SPEED




Direction - North

07 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 41 37 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 17 19 3 1 0 0 1 0 0 0 0 0 0 26.5 29.1

0100 32 30 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 9 18 1 1 0 0 0 0 0 0 0 0 0 25.5 29.5

0200 15 13 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 9 3 2 0 1 0 0 0 0 0 0 0 0 26.7 33.5

0300 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 5 3 1 0 0 0 0 0 0 0 0 0 0 23.7 -

0400 9 8 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 2 0 0 0 0 0 0 0 0 0 0 28.5 -

0500 22 21 0 1 0 0 0 0 0 0 0 0 0 0 0 1 1 10 10 0 0 0 0 0 0 0 0 0 0 0 24 29.5

0600 74 68 0 5 1 0 0 0 0 0 0 0 0 0 0 1 8 31 26 7 1 0 0 0 0 0 0 0 0 0 24.5 29.3

0700 275 260 3 11 0 1 0 0 0 0 0 0 0 0 0 14 75 129 50 7 0 0 0 0 0 0 0 0 0 0 21 26.4

0800 411 375 3 20 2 7 1 2 0 0 0 0 0 1 0 65 164 146 33 3 0 0 0 0 0 0 0 0 0 0 17.9 23.4

0900 287 266 1 18 1 0 0 0 0 1 0 0 0 0 0 8 85 145 48 1 0 0 0 0 0 0 0 0 0 0 20.4 25.1

1000 258 234 1 22 1 0 0 0 0 0 0 0 0 0 0 4 59 137 54 4 0 0 0 0 0 0 0 0 0 0 21.6 25.9

1100 194 176 1 16 0 0 0 0 0 0 0 0 0 1 0 2 33 116 40 3 0 0 0 0 0 0 0 0 0 0 22 25.8

07-19 1425 1311 9 87 4 8 1 2 0 1 0 0 0 2 0 93 416 673 225 18 0 0 0 0 0 0 0 0 0 0 20.2 25.2

06-22 1499 1379 9 92 5 8 1 2 0 1 0 0 0 2 0 94 424 704 251 25 1 0 0 0 0 0 0 0 0 0 20.4 25.5

06-00 1499 1379 9 92 5 8 1 2 0 1 0 0 0 2 0 94 424 704 251 25 1 0 0 0 0 0 0 0 0 0 20.4 25.5

00-00 1628 1498 9 102 5 8 1 2 0 1 0 0 0 2 0 96 428 756 309 34 3 1 0 1 0 0 0 0 0 0 20.9 26.1

Vehicles = 1628






ANSA XML SPEED




Direction - North

Virtual Day (Partial days = 7.04167)


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 70 67 0 3 0 0 0 0 0 0 0 0 0 0 0 1 8 36 21 4 0 0 0 0 0 0 0 0 0 0 23.6 27.8

0100 51 49 0 2 0 0 0 0 0 0 0 0 0 0 0 0 5 22 20 2 0 0 0 0 0 0 0 0 0 0 24.3 29.1

0200 29 27 0 2 0 0 0 0 0 0 0 0 0 0 0 0 4 14 10 1 0 0 0 0 0 0 0 0 0 0 24.4 28.7

0300 18 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 8 6 1 0 0 0 0 0 0 0 0 0 0 24 28.9

0400 14 13 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5 6 2 1 0 0 0 0 0 0 0 0 0 26.8 32.7

0500 23 22 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 10 8 2 1 0 0 0 0 0 0 0 0 0 25.3 30.7

0600 59 54 0 4 0 0 0 0 0 0 0 0 0 0 0 0 7 26 20 4 1 0 0 0 0 0 0 0 0 0 24.2 29.1

0700 210 196 1 11 1 1 0 0 0 0 0 0 0 0 0 10 51 96 46 6 1 0 0 0 0 0 0 0 0 0 21.4 26.7

0800 350 330 2 14 1 2 1 1 0 0 0 0 0 0 0 68 139 105 33 4 1 0 0 0 0 0 0 0 0 0 17.6 23.7

0900 279 257 2 17 1 0 0 0 0 0 0 0 0 1 0 16 83 127 49 4 0 0 0 0 0 0 0 0 0 0 20.4 25.7

1000 254 229 1 22 0 0 0 0 0 0 0 0 0 1 0 9 61 124 56 5 1 0 0 0 0 0 0 0 0 0 21.5 26.3

1100 249 231 1 15 0 0 0 0 0 0 0 0 0 1 0 8 51 132 53 5 0 0 0 0 0 0 0 0 0 0 21.7 26.1

1200 244 225 2 15 1 0 0 0 0 0 0 0 0 0 0 8 55 116 58 6 1 0 0 0 0 0 0 0 0 0 21.8 26.8

1300 289 269 2 16 0 1 0 0 0 0 0 0 0 1 0 10 59 139 73 8 1 0 0 0 0 0 0 0 0 0 22.1 27

1400 287 266 2 17 0 0 0 0 0 0 0 0 0 1 0 7 59 136 76 9 1 0 0 0 0 0 0 0 0 0 22.2 27

1500 306 287 2 14 0 1 0 0 0 0 0 0 0 1 0 15 80 141 64 7 0 0 0 0 0 0 0 0 0 0 21.1 26.2

1600 336 313 3 18 0 1 0 0 0 0 0 0 0 1 0 19 97 152 62 7 0 0 0 0 0 0 0 0 0 0 20.7 25.9

1700 322 303 3 12 1 1 0 0 0 0 0 0 0 1 1 20 94 144 59 5 1 0 0 0 0 0 0 0 0 0 20.5 25.8

1800 261 250 2 8 0 1 0 0 0 0 0 0 0 1 0 11 66 124 53 6 0 0 0 0 0 0 0 0 0 0 21.2 26.1

1900 230 221 1 6 0 0 0 0 0 0 0 0 0 1 0 4 56 114 50 6 1 0 0 0 0 0 0 0 0 0 21.7 26.3

2000 169 162 1 6 0 0 0 0 0 0 0 0 0 1 0 3 37 85 39 4 0 0 0 0 0 0 0 0 0 0 22 26.6

2100 136 132 0 3 0 0 0 0 0 0 0 0 0 1 0 1 25 69 35 5 1 0 0 0 0 0 0 0 0 0 22.8 27.4

2200 130 126 0 4 0 0 0 0 0 0 0 0 0 0 0 3 23 67 31 4 1 0 0 0 0 0 0 0 0 0 22.5 26.8

2300 101 95 0 5 0 0 0 0 0 0 0 0 0 0 0 3 18 47 29 4 0 0 0 0 0 0 0 0 0 0 22.6 27.9

Vehicles = 31173






ANSA XML SPEED




Direction - North

Virtual Week (Partial weeks = 1.14286)


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

Mon 4473 4191 18 236 4 7 2 3 1 0 0 0 0 9 2 228 1062 2032 998 137 10 4 0 1 1 0 0 0 0 0 21.5 26.7

Tue 4749 4408 27 275 7 8 4 3 0 0 0 0 0 11 6 299 1214 2097 1008 118 13 0 0 0 0 0 0 0 0 0 21 26.4

Wed 4724 4398 35 255 7 7 5 5 0 1 0 0 0 10 1 294 1184 2169 962 100 11 3 0 1 0 0 0 0 0 0 21 26.2

Thu 4704 4397 31 237 7 12 2 2 0 0 0 0 0 11 5 258 1225 2144 955 112 10 0 0 0 0 0 0 0 0 0 21.1 26.2

Fri 2500 2321 22 131 5 9 2 1 1 2 0 0 0 9 1 133 697 1138 479 48 5 1 0 1 0 0 0 0 0 0 20.8 26

|Sat 4395 4170 24 181 1 9 0 1 0 0 0 0 0 6 3 137 1002 2115 1018 111 11 1 0 0 0 0 0 0 0 0 21.8 26.7

|Sun 3128 3010 13 87 0 2 0 0 0 0 0 0 0 13 3 50 546 1534 868 111 18 1 0 0 0 0 0 0 0 0 22.8 27.3

Vehicles = 31173






ANSA XML SPEED




Direction - North

Grand Total


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

-- 31173 29216 191 1532 35 62 16 16 2 4 0 0 0 77 22 1532 7627 14366 6767 784 83 10 0 3 1 0 0 0 0 0 21.3 26.5

Vehicles = 31173






ANSA XML SPEED

Globals Report Id CustomList-189

Descriptor ANSA XML SPEED Created by MetroCount Traffic Executive

Creation Time (UTC) 2018-12-07T14:38:21 Legal Copyright (c)1997 - 2016 MetroCount

Graphic header.bmp Language English

Country United Kingdom Time UTC + 0 min

Create Version 5.0.2.0 Metric Part metric

Speed Unit mph Length Unit metre

Mass Unit tonneDataset

Site Name CoventryAlbanyRd Site Attribute mc4

File Name C:\Users\ianbr\Documents\MetroCount\MTE 5.02\Data\CoventryAlbanyRd 0 2018-12-07 1201.EC0 File Type Plus

Algorithm Factory default axle Description CoventryAlbanyRd

Lane 0 Direction 7

Direction Text 7 - North bound A]B, South bound B]A. Layout Text Axle sensors - Paired (Class/Speed/Count) Setup Time 2018-11-30T12:00:44 Start Time 2018-11-30T12:00:44

Finish Time 2018-12-07T12:00:44 Operator ZAP

Configuration 40 MC5600 00 00 00 00 00 ? CH38GJMS MC56-L5 [MC55] (c)Microcom 19Oct04Profile

Name Default Profile Title MetroCount Traffic Executive

Graphic Logo

Header

Footer

Percentile 1 85 Percentile 2 95

Pace 12 Filter Start 2018-11-30T12:01:00 Filter End 2018-12-07T12:00:44

Class Scheme VRX F Cls(1-12, 14-15) Dir(S) Sp(6,99) Headway(]0) Span(0 - 100) Lane(0-16)

Low Speed 6 High Speed 99

Posted Limit 37 Speed Limits 37 37 37 37 37 37 37 37 37 37

Separation 0.000 Separation Type Headway

Direction South Encoded Direction 4

LGV HGV LGV HGV LGV HGV LGV HGV LGV HGV LGV HGV LGV HGV Total

0 22 0 29 0 24 0 26 0 31 1 26 0 27

1 13 1 18 0 13 0 14 0 15 0 15 0 15

2 5 0 11 0 3 0 8 1 5 0 6 0 7

3 7 0 10 0 12 0 8 0 7 0 9 0 9

4 3 0 8 0 15 1 14 0 9 0 10 0 10

5 22 0 20 1 26 1 27 1 20 3 23 1 24

6 51 1 51 2 55 3 45 3 55 2 51 2 54

7 143 4 133 3 157 2 160 1 156 2 150 2 152

8 294 4 299 6 312 4 332 6 269 3 301 5 306

9 218 2 245 3 247 5 239 3 243 3 238 3 242

10 207 2 190 1 207 3 217 3 234 3 211 2 213

11 232 3 219 3 272 1 261 0 169 1 231 2 232

12 259 4 223 0 216 3 264 4 262 0 245 2 247

13 294 3 241 5 245 4 259 7 239 1 256 4 260

14 306 5 255 4 254 5 257 1 245 4 263 4 267

15 357 1 285 3 319 3 271 4 269 2 300 3 303

16 404 5 353 4 380 0 332 2 396 3 373 3 376

17 407 4 434 6 396 6 436 5 413 4 417 5 422

18 316 6 255 6 279 7 382 3 274 1 301 5 306

19 263 4 191 0 197 2 221 2 225 3 219 2 222

20 197 3 150 2 156 3 156 0 168 2 165 2 167

21 188 2 102 3 147 2 130 3 139 1 141 2 143

22 174 1 90 0 70 0 103 1 120 2 111 1 112

23 146 1 55 0 46 0 49 0 54 0 70 0 70

07:00 - 19:00 3331 43 3372 46 3617 43 3532 31 3506 41 3547

06:00 - 22:00 3724 49 3796 53 4061 50 4004 39 3975 49 4024

06:00 - 00:00 3779 49 3842 53 4110 50 4058 39 4045 49 4094

24 Hr 3851 50 3938 54 4203 52 4155 41 4134 51 4185

Southbound

Time02.12.18 03.12.18 04.12.18 05.12.18 06.12.18 07.12.18 Average

LGV HGV LGV HGV

0000-0100 94 3 113 1

0100-0200 86 3 109 0

0200-0300 43 3 47 0

0300-0400 25 1 39 0

0400-0500 19 5 37 0

0500-0600 23 4 22 0

0600-0700 29 6 24 0

0700-0800 66 4 40 1

0800-0900 113 3 48 0

0900-1000 201 2 86 1

1000-1100 234 1 123 3

1100-1200 264 1 161 2

1200-1300 304 25 214 4

1300-1400 309 34 216 1

1400-1500 261 36 208 2

1500-1600 261 36 192 3

1600-1700 238 0 165 2

1700-1800 214 0 221 0

1800-1900 256 0 148 1

1900-2000 230 0 154 1

2000-2100 195 0 146 1

2100-2200 143 0 102 1

2200-2300 151 0 58 1

2300-0000 145 0 39 0

07:00 - 19:00 2951 142 1976 21

06:00 - 22:00 3469 148 2306 24

06:00 - 00:00 3614 148 2345 24

24 Hr 3904 167 2712 25

Time01.12.18 02.12.18

ANSA XML SPEED

Column Time 24-hour time (0000 - 2359) Total Number in time step Cls 1 Class totals Cls 2 Class totals Cls 3 Class totals Cls 4 Class totals Cls 5 Class totals Cls 6 Class totals Cls 7 Class totals Cls 8 Class totals Cls 9 Class totals Cls 10 Class totals Cls 11 Class totals Cls 12 Class totals Cls 14 Class totals Cls 15 Class totals Vbin 6 12 Speed bin totals Vbin 12 19 Speed bin totals Vbin 19 25 Speed bin totals Vbin 25 31 Speed bin totals Vbin 31 37 Speed bin totals Vbin 37 43 Speed bin totals Vbin 43 50 Speed bin totals Vbin 50 56 Speed bin totals Vbin 56 62 Speed bin totals Vbin 62 68 Speed bin totals Vbin 68 75 Speed bin totals Vbin 75 81 Speed bin totals Vbin 81 87 Speed bin totals Vbin 87 93 Speed bin totals Vbin 93 99 Speed bin totals Mean Average speed Vpp 85 Percentile speed

ANSA XML SPEED




Direction - South

30 November 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

1200 262 244 0 14 1 2 0 0 0 0 0 0 0 0 1 3 7 71 152 26 3 0 0 0 0 0 0 0 0 0 26.5 30.3

1300 297 285 0 9 0 0 0 1 0 0 0 0 0 1 1 6 7 69 181 33 1 0 0 0 0 0 0 0 0 0 26.6 30.7

1400 309 290 0 14 2 0 0 0 0 0 0 0 0 0 3 7 21 97 154 28 2 0 0 0 0 0 0 0 0 0 25.4 30.1

1500 358 340 0 17 0 0 0 1 0 0 0 0 0 0 0 0 19 105 209 21 4 0 0 0 0 0 0 0 0 0 26 29.8

1600 409 380 1 23 0 4 0 0 0 0 0 0 0 0 1 6 55 213 123 11 0 1 0 0 0 0 0 0 0 0 23.1 27.2

1700 411 397 0 10 0 0 0 0 0 0 0 0 0 0 4 16 32 177 158 27 1 0 0 0 0 0 0 0 0 0 24 28.6

1800 322 308 1 7 0 1 0 0 0 0 0 0 0 1 4 2 31 112 153 24 0 0 0 0 0 0 0 0 0 0 24.8 29

1900 267 255 0 8 0 0 0 0 0 0 0 0 0 3 1 0 5 70 149 36 7 0 0 0 0 0 0 0 0 0 27.1 31.2

2000 200 196 0 1 0 2 0 0 0 0 0 0 0 1 0 3 6 60 109 18 3 0 1 0 0 0 0 0 0 0 26.4 30.4

2100 190 183 1 4 0 0 0 0 0 0 0 0 0 1 1 2 4 75 100 8 1 0 0 0 0 0 0 0 0 0 25.3 28.6

2200 175 168 0 6 0 0 0 0 0 0 0 0 0 0 1 4 13 75 71 11 1 0 0 0 0 0 0 0 0 0 24.3 29.1

2300 147 140 0 6 0 0 0 0 0 0 0 0 0 0 1 3 13 68 56 5 2 0 0 0 0 0 0 0 0 0 24.1 28.7

07-19 2368 2244 2 94 3 7 0 2 0 0 0 0 0 2 14 40 172 844 1130 170 11 1 0 0 0 0 0 0 0 0 25 29.5

06-22 3025 2878 3 107 3 9 0 2 0 0 0 0 0 7 16 45 187 1049 1488 232 22 1 1 0 0 0 0 0 0 0 25.3 29.6

06-00 3347 3186 3 119 3 9 0 2 0 0 0 0 0 7 18 52 213 1192 1615 248 25 1 1 0 0 0 0 0 0 0 25.2 29.6

00-00 3347 3186 3 119 3 9 0 2 0 0 0 0 0 7 18 52 213 1192 1615 248 25 1 1 0 0 0 0 0 0 0 25.2 29.6

Vehicles = 3347






ANSA XML SPEED




Direction - South

01 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 94 89 0 5 0 0 0 0 0 0 0 0 0 0 0 0 3 22 53 14 1 1 0 0 0 0 0 0 0 0 27.3 31.5

0100 87 81 0 5 0 0 0 0 0 0 0 0 0 0 1 1 4 28 40 12 2 0 0 0 0 0 0 0 0 0 26.1 31.3

0200 43 43 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 16 18 6 2 0 0 0 0 0 0 0 0 0 26.9 33

0300 25 24 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 13 7 1 0 0 0 0 0 0 0 0 0 29.5 35.2

0400 20 18 0 1 0 0 0 0 0 0 0 0 0 0 1 1 1 5 9 3 1 0 0 0 0 0 0 0 0 0 26.4 31.2

0500 23 23 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 14 5 2 0 0 0 0 0 0 0 0 0 29.5 32.4

0600 29 28 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 7 13 8 1 0 0 0 0 0 0 0 0 0 28.5 33.6

0700 66 55 0 10 1 0 0 0 0 0 0 0 0 0 0 0 1 15 33 17 0 0 0 0 0 0 0 0 0 0 27.9 32.3

0800 113 104 0 9 0 0 0 0 0 0 0 0 0 0 0 0 2 19 69 22 1 0 0 0 0 0 0 0 0 0 28.1 31.9

0900 202 188 0 13 0 0 0 0 0 0 0 0 0 0 1 1 8 61 108 18 6 0 0 0 0 0 0 0 0 0 26.5 30.7

1000 234 222 0 12 0 0 0 0 0 0 0 0 0 0 0 4 16 69 121 23 1 0 0 0 0 0 0 0 0 0 25.7 30.2

1100 265 256 0 8 0 0 0 0 0 0 0 0 0 0 1 6 20 92 133 13 1 0 0 0 0 0 0 0 0 0 24.8 29.1

1200 305 292 0 12 0 0 0 0 0 0 0 0 0 0 1 1 10 106 169 17 2 0 0 0 0 0 0 0 0 0 25.8 29.3

1300 312 300 0 9 0 0 0 0 0 0 0 0 0 0 3 4 6 114 161 26 1 0 0 0 0 0 0 0 0 0 25.8 29.7

1400 261 254 1 6 0 0 0 0 0 0 0 0 0 0 0 0 2 94 123 37 4 1 0 0 0 0 0 0 0 0 26.9 31.4

1500 265 259 0 2 0 0 0 0 0 0 0 0 0 0 4 5 18 98 120 23 0 1 0 0 0 0 0 0 0 0 24.9 29.5

1600 241 232 0 6 0 0 0 0 0 0 0 0 0 1 2 3 4 67 133 34 0 0 0 0 0 0 0 0 0 0 26.5 30.7

1700 216 212 0 2 0 0 0 0 0 0 0 0 0 1 1 3 6 62 119 25 1 0 0 0 0 0 0 0 0 0 26.4 30.2

1800 259 252 0 4 0 0 1 0 0 0 0 0 0 1 1 3 27 96 115 15 2 1 0 0 0 0 0 0 0 0 24.7 29.3

1900 231 223 1 6 0 0 0 0 0 0 0 0 0 0 1 1 6 100 102 22 0 0 0 0 0 0 0 0 0 0 25.4 29.8

2000 196 192 0 3 0 0 0 0 0 0 0 0 0 0 1 2 10 70 94 19 0 1 0 0 0 0 0 0 0 0 25.5 30.2

2100 143 140 0 3 0 0 0 0 0 0 0 0 0 0 0 1 9 52 74 5 1 1 0 0 0 0 0 0 0 0 25.3 29.2

2200 152 148 0 3 0 0 0 0 0 0 0 0 0 0 1 1 13 76 60 2 0 0 0 0 0 0 0 0 0 0 23.5 27.3

2300 145 137 0 8 0 0 0 0 0 0 0 0 0 0 0 3 27 66 45 4 0 0 0 0 0 0 0 0 0 0 22.7 27.4

07-19 2739 2626 1 93 1 0 1 0 0 0 0 0 0 3 14 30 120 893 1404 270 19 3 0 0 0 0 0 0 0 0 25.9 30.1

06-22 3338 3209 2 106 1 0 1 0 0 0 0 0 0 3 16 34 145 1122 1687 324 21 5 0 0 0 0 0 0 0 0 25.9 30.1

06-00 3635 3494 2 117 1 0 1 0 0 0 0 0 0 3 17 38 185 1264 1792 330 21 5 0 0 0 0 0 0 0 0 25.6 30

00-00 3927 3772 2 129 1 0 1 0 0 0 0 0 0 3 19 40 194 1341 1939 377 30 6 0 0 0 0 0 0 0 0 25.7 30.1

Vehicles = 3927






ANSA XML SPEED




Direction - South

02 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 114 105 0 7 1 0 0 0 0 0 0 0 0 0 1 2 19 39 43 10 1 0 0 0 0 0 0 0 0 0 24 29.4

0100 109 103 0 6 0 0 0 0 0 0 0 0 0 0 0 2 10 43 48 4 1 1 0 0 0 0 0 0 0 0 24.8 29.6

0200 47 46 0 1 0 0 0 0 0 0 0 0 0 0 0 1 3 14 26 3 0 0 0 0 0 0 0 0 0 0 25.7 30.2

0300 39 38 0 1 0 0 0 0 0 0 0 0 0 0 0 0 4 7 21 6 1 0 0 0 0 0 0 0 0 0 26.7 31.8

0400 37 36 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 8 18 9 2 0 0 0 0 0 0 0 0 0 29.6 36.4

0500 22 22 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 13 6 0 0 0 0 0 0 0 0 0 0 28.3 32.5

0600 24 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 12 6 0 0 0 0 0 0 0 0 0 0 27.8 32

0700 41 39 0 1 0 0 0 0 0 0 0 0 0 0 1 0 1 9 21 10 0 0 0 0 0 0 0 0 0 0 27.5 32.2

0800 48 44 0 4 0 0 0 0 0 0 0 0 0 0 0 4 2 10 27 4 1 0 0 0 0 0 0 0 0 0 25.3 30.5

0900 87 83 0 2 1 0 0 0 0 1 0 0 0 0 0 0 1 31 42 12 1 0 0 0 0 0 0 0 0 0 26.7 31.4

1000 126 118 1 3 1 0 0 0 0 0 0 0 0 0 3 2 8 50 53 11 1 1 0 0 0 0 0 0 0 0 25.1 28.8

1100 163 159 0 2 0 0 0 0 0 0 0 0 0 1 1 2 16 64 75 6 0 0 0 0 0 0 0 0 0 0 24.4 28.3

1200 218 209 1 4 0 0 0 0 0 0 0 0 0 3 1 4 20 101 81 12 0 0 0 0 0 0 0 0 0 0 23.9 28.1

1300 217 209 0 6 1 0 0 1 0 0 0 0 0 0 0 1 13 82 101 19 1 0 0 0 0 0 0 0 0 0 25.4 29.8

1400 210 201 1 6 0 1 0 0 0 0 0 0 0 0 1 1 4 64 122 17 1 1 0 0 0 0 0 0 0 0 26.2 30

1500 195 190 0 2 0 0 0 0 0 0 0 0 0 3 0 1 13 65 93 22 1 0 0 0 0 0 0 0 0 0 25.3 30.1

1600 167 159 0 6 0 0 0 0 0 0 0 0 0 0 2 2 5 52 88 19 1 0 0 0 0 0 0 0 0 0 26.4 30.4

1700 221 217 0 4 0 0 0 0 0 0 0 0 0 0 0 1 5 65 129 19 2 0 0 0 0 0 0 0 0 0 26.5 30.4

1800 149 146 0 2 0 0 0 0 0 0 0 0 0 0 1 2 6 39 74 26 2 0 0 0 0 0 0 0 0 0 26.9 32.1

1900 155 151 0 3 0 1 0 0 0 0 0 0 0 0 0 1 9 47 81 16 1 0 0 0 0 0 0 0 0 0 26.1 30.3

2000 147 144 0 2 0 0 0 0 0 0 0 0 0 0 1 4 15 40 76 11 1 0 0 0 0 0 0 0 0 0 25.1 29.8

2100 103 97 0 5 0 0 0 0 0 0 0 0 0 0 1 2 5 48 40 8 0 0 0 0 0 0 0 0 0 0 24.6 29.4

2200 59 55 0 3 0 0 0 0 0 0 0 0 0 0 1 0 5 15 27 8 4 0 0 0 0 0 0 0 0 0 27 31.9

2300 39 35 0 4 0 0 0 0 0 0 0 0 0 0 0 0 1 14 21 3 0 0 0 0 0 0 0 0 0 0 26.4 29.9

07-19 1842 1774 3 42 3 1 0 1 0 1 0 0 0 7 10 20 94 632 906 177 11 2 0 0 0 0 0 0 0 0 25.7 30

06-22 2271 2190 3 52 3 2 0 1 0 1 0 0 0 7 12 27 123 773 1115 218 13 2 0 0 0 0 0 0 0 0 25.6 30

06-00 2369 2280 3 59 3 2 0 1 0 1 0 0 0 7 13 27 129 802 1163 229 17 2 0 0 0 0 0 0 0 0 25.7 30.1

00-00 2737 2630 3 75 4 2 0 1 0 1 0 0 0 7 14 32 165 916 1332 267 22 3 0 0 0 0 0 0 0 0 25.7 30.1

Vehicles = 2737






ANSA XML SPEED




Direction - South

03 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 22 21 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 6 9 6 1 0 0 0 0 0 0 0 0 0 29.4 36

0100 14 11 0 2 0 0 0 0 0 0 0 0 0 0 1 0 1 0 6 6 0 1 0 0 0 0 0 0 0 0 30.4 35.2

0200 5 4 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 2 1 0 0 0 0 0 0 0 0 0 0 23.2 -

0300 7 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 2 0 0 0 0 0 0 0 0 0 0 28.2 -

0400 3 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 0 30.9 -

0500 22 21 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 5 10 5 1 0 0 0 0 0 0 0 0 0 28 32.1

0600 52 44 0 7 0 0 0 0 0 0 0 0 0 1 0 1 0 6 28 13 4 0 0 0 0 0 0 0 0 0 29.3 34.1

0700 145 128 0 13 2 0 0 0 0 0 0 0 0 1 1 1 3 24 91 25 1 0 0 0 0 0 0 0 0 0 27.6 32.1

0800 297 278 1 14 1 0 0 0 0 0 0 0 0 0 3 1 14 93 165 19 2 3 0 0 0 0 0 0 0 0 26 29.8

0900 219 197 0 20 1 1 0 0 0 0 0 0 0 0 0 0 9 62 121 26 1 0 0 0 0 0 0 0 0 0 26.6 30.1

1000 208 191 0 15 1 0 1 0 0 0 0 0 0 0 0 2 3 42 139 19 3 0 0 0 0 0 0 0 0 0 27.2 30.6

1100 235 210 0 22 0 0 1 2 0 0 0 0 0 0 0 1 2 49 154 26 0 1 0 2 0 0 0 0 0 0 27.5 30.7

1200 223 211 0 12 0 0 0 0 0 0 0 0 0 0 0 1 4 38 133 41 5 0 0 0 1 0 0 0 0 0 28 32

1300 245 225 0 15 1 0 0 0 0 0 0 0 0 2 2 1 3 55 141 42 3 0 0 0 0 0 0 0 0 0 27.6 31.5

1400 259 239 0 16 0 1 1 0 0 0 0 0 0 0 2 3 11 49 143 46 6 0 0 1 0 0 0 0 0 0 27.8 32.2

1500 287 269 0 15 1 0 0 0 0 0 0 0 0 0 2 1 10 65 183 27 1 0 0 0 0 0 0 0 0 0 26.8 30.5

1600 357 333 1 19 0 1 0 0 0 0 0 0 0 0 3 2 9 115 204 25 2 0 0 0 0 0 0 0 0 0 26.1 29.6

1700 440 424 1 9 0 0 0 0 0 0 0 0 0 2 4 4 22 193 184 34 3 0 0 0 0 0 0 0 0 0 25 29.4

1800 261 247 2 6 0 0 0 0 0 0 0 0 0 1 5 2 13 87 136 21 2 0 0 0 0 0 0 0 0 0 25.9 29.8

1900 191 184 0 7 0 0 0 0 0 0 0 0 0 0 0 1 3 62 109 15 1 0 0 0 0 0 0 0 0 0 26.1 30

2000 152 143 0 7 0 0 0 0 0 0 0 0 0 0 2 2 4 37 91 14 3 1 0 0 0 0 0 0 0 0 26.4 29.9

2100 105 101 0 1 0 0 0 0 0 0 0 0 0 2 1 2 6 23 59 11 4 0 0 0 0 0 0 0 0 0 26.5 30.8

2200 90 87 1 2 0 0 0 0 0 0 0 0 0 0 0 0 2 17 55 12 3 1 0 0 0 0 0 0 0 0 28 32.5

2300 55 55 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 20 21 9 1 1 0 0 0 0 0 0 0 0 26.7 32.5

07-19 3176 2952 5 176 7 3 3 2 0 0 0 0 0 6 22 19 103 872 1794 351 29 4 0 3 1 0 0 0 0 0 26.7 30.6

06-22 3676 3424 5 198 7 3 3 2 0 0 0 0 0 9 25 25 116 1000 2081 404 41 5 0 3 1 0 0 0 0 0 26.7 30.6

06-00 3821 3566 6 200 7 3 3 2 0 0 0 0 0 9 25 25 121 1037 2157 425 45 7 0 3 1 0 0 0 0 0 26.7 30.6

00-00 3894 3632 6 206 7 3 3 2 0 0 0 0 0 9 26 27 122 1051 2189 446 47 8 0 3 1 0 0 0 0 0 26.7 30.7

Vehicles = 3894






ANSA XML SPEED




Direction - South

04 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 29 28 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 8 11 7 2 0 0 0 0 0 0 0 0 0 28.5 34.4

0100 18 16 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 4 10 3 1 0 0 0 0 0 0 0 0 0 29 34.4

0200 11 11 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 6 2 1 0 0 0 0 0 0 0 0 0 29.2 36.5

0300 10 10 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4 3 1 0 0 0 0 0 0 0 0 0 30.1 -

0400 8 7 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 2 0 0 0 0 0 0 0 0 0 0 27.6 -

0500 21 19 0 1 0 0 0 0 0 0 0 0 0 0 1 1 1 1 11 7 0 0 0 0 0 0 0 0 0 0 28 32.8

0600 53 45 0 5 1 0 0 0 0 0 0 0 0 2 0 0 2 11 34 6 0 0 0 0 0 0 0 0 0 0 27.1 30.9

0700 136 121 0 12 0 1 0 0 0 0 0 0 0 1 1 5 21 49 48 12 1 0 0 0 0 0 0 0 0 0 23.9 29.9

0800 305 278 2 15 4 0 0 0 0 0 0 0 0 0 6 40 111 119 34 1 0 0 0 0 0 0 0 0 0 0 18.7 24.2

0900 248 227 0 18 0 0 1 0 0 0 0 0 0 1 1 9 25 109 97 8 0 0 0 0 0 0 0 0 0 0 23.4 27.8

1000 191 172 0 16 2 0 0 0 0 0 0 0 0 0 1 4 15 80 85 7 0 0 0 0 0 0 0 0 0 0 24.1 27.8

1100 222 205 1 13 0 0 2 0 0 0 0 0 0 0 1 3 21 85 94 18 0 1 0 0 0 0 0 0 0 0 24.9 29.4

1200 219 204 0 11 1 0 0 0 0 0 0 0 0 1 2 2 10 48 121 36 2 0 0 0 0 0 0 0 0 0 27.1 31.6

1300 249 231 0 14 0 0 0 0 0 0 0 0 0 1 3 1 8 48 140 51 1 0 0 0 0 0 0 0 0 0 27.1 31.8

1400 259 234 0 20 0 0 0 0 0 0 0 0 0 1 4 0 7 66 154 29 3 0 0 0 0 0 0 0 0 0 26.9 30.6

1500 322 308 0 11 0 0 0 0 0 0 0 0 0 1 2 2 15 124 154 26 1 0 0 0 0 0 0 0 0 0 25.5 29.5

1600 380 357 0 23 0 0 0 0 0 0 0 0 0 0 0 1 20 136 202 20 1 0 0 0 0 0 0 0 0 0 25.4 29.1

1700 402 386 0 10 0 0 0 0 0 0 0 0 0 0 6 9 21 178 181 12 1 0 0 0 0 0 0 0 0 0 24.3 28

1800 286 271 0 7 1 0 0 0 0 0 0 0 0 1 6 5 30 135 101 14 1 0 0 0 0 0 0 0 0 0 23.7 28

1900 199 188 0 9 0 0 0 0 0 0 0 0 0 0 2 2 12 62 101 19 3 0 0 0 0 0 0 0 0 0 25.7 30.5

2000 159 152 0 4 0 0 0 0 0 0 0 0 0 2 1 1 6 30 94 27 0 1 0 0 0 0 0 0 0 0 27.2 31.5

2100 149 143 0 4 0 0 0 0 0 0 0 0 0 2 0 0 7 30 94 16 2 0 0 0 0 0 0 0 0 0 26.9 30.8

2200 70 69 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 17 34 11 3 0 0 0 0 0 0 0 0 0 27.5 32.6

2300 46 44 0 1 1 0 0 0 0 0 0 0 0 0 0 0 1 12 20 11 2 0 0 0 0 0 0 0 0 0 28.4 33.1

07-19 3219 2994 3 170 8 1 3 0 0 0 0 0 0 7 33 81 304 1177 1411 234 11 1 0 0 0 0 0 0 0 0 24.5 29.2

06-22 3779 3522 3 192 9 1 3 0 0 0 0 0 0 13 36 84 331 1310 1734 302 16 2 0 0 0 0 0 0 0 0 24.8 29.5

06-00 3895 3635 3 194 10 1 3 0 0 0 0 0 0 13 36 84 337 1339 1788 324 21 2 0 0 0 0 0 0 0 0 24.9 29.6

00-00 3992 3726 3 198 11 1 3 0 0 0 0 0 0 13 37 85 339 1359 1833 348 26 2 0 0 0 0 0 0 0 0 25 29.8

Vehicles = 3992






ANSA XML SPEED




Direction - South

05 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 24 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 13 3 0 0 0 0 0 0 0 0 0 0 26.5 30.3

0100 13 12 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 10 1 0 0 0 0 0 0 0 0 0 0 27.8 29.9

0200 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 0 0 0 0 0 0 0 0 0 0 26.1 -

0300 12 12 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 7 1 1 0 0 0 0 0 0 0 0 0 26.5 33.6

0400 16 14 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 2 10 2 2 0 0 0 0 0 0 0 0 0 29.4 34.7

0500 27 23 0 1 2 0 0 0 0 0 0 0 0 0 1 0 1 2 13 10 1 0 0 0 0 0 0 0 0 0 28.8 34.2

0600 58 49 0 5 1 1 0 0 0 0 0 0 0 2 0 0 1 10 35 9 2 0 1 0 0 0 0 0 0 0 28.1 32.9

0700 159 143 0 11 3 0 0 0 0 0 0 0 0 0 2 0 4 34 84 30 6 1 0 0 0 0 0 0 0 0 28.1 32.9

0800 316 297 0 15 0 0 0 0 0 0 0 0 0 0 4 9 18 140 136 12 0 1 0 0 0 0 0 0 0 0 24.2 28.5

0900 252 228 0 19 0 0 1 1 0 0 0 0 0 0 3 2 5 68 150 25 2 0 0 0 0 0 0 0 0 0 26.4 30.4

1000 210 188 0 19 0 0 1 0 0 0 0 0 0 0 2 1 3 39 139 25 3 0 0 0 0 0 0 0 0 0 27.4 30.9

1100 273 248 0 24 0 0 0 0 0 0 0 0 0 0 1 2 15 76 154 25 1 0 0 0 0 0 0 0 0 0 26.1 29.9

1200 268 242 0 21 1 0 0 0 0 0 0 0 0 0 4 4 7 76 154 25 1 1 0 0 0 0 0 0 0 0 26.2 29.8

1300 266 243 0 15 1 1 0 1 0 0 0 0 0 1 4 0 7 80 152 23 2 0 0 2 0 0 0 0 0 0 26.6 29.6

1400 258 244 1 12 0 1 0 0 0 0 0 0 0 0 0 3 17 90 120 27 1 0 0 0 0 0 0 0 0 0 25.5 30

1500 275 261 0 10 0 0 0 0 0 0 0 0 0 1 3 5 5 89 165 10 1 0 0 0 0 0 0 0 0 0 25.5 29

1600 334 312 0 20 0 0 0 0 0 0 0 0 0 0 2 3 21 100 185 25 0 0 0 0 0 0 0 0 0 0 25.6 29.4

1700 441 431 1 4 0 0 0 0 0 1 0 0 0 0 4 5 25 167 218 24 2 0 0 0 0 0 0 0 0 0 25.2 29.2

1800 385 368 0 14 0 0 0 0 0 0 0 0 0 1 2 5 14 114 205 46 1 0 0 0 0 0 0 0 0 0 26.3 30.5

1900 223 214 0 7 0 0 0 0 0 0 0 0 0 1 1 3 10 73 114 21 2 0 0 0 0 0 0 0 0 0 25.9 29.3

2000 156 148 0 8 0 0 0 0 0 0 0 0 0 0 0 3 19 58 63 13 0 0 0 0 0 0 0 0 0 0 24.3 28.9

2100 133 128 0 2 0 0 0 0 0 0 0 0 0 0 3 2 9 43 62 15 0 1 1 0 0 0 0 0 0 0 25.9 30.3

2200 104 101 0 2 0 1 0 0 0 0 0 0 0 0 0 0 6 36 47 13 2 0 0 0 0 0 0 0 0 0 26.2 31.1

2300 49 48 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 19 20 5 3 0 0 0 0 0 0 0 0 0 26.5 32.5

07-19 3437 3205 2 184 5 2 2 2 0 1 0 0 0 3 31 39 141 1073 1862 297 20 3 0 2 0 0 0 0 0 0 25.9 29.9

06-22 4007 3744 2 206 6 3 2 2 0 1 0 0 0 6 35 47 180 1257 2136 355 24 4 2 2 0 0 0 0 0 0 25.9 29.9

06-00 4160 3893 3 208 6 4 2 2 0 1 0 0 0 6 35 47 188 1312 2203 373 29 4 2 2 0 0 0 0 0 0 25.9 29.9

00-00 4255 3981 3 211 8 5 2 2 0 1 0 0 0 6 36 48 189 1329 2258 390 33 4 2 2 0 0 0 0 0 0 25.9 30

Vehicles = 4255






ANSA XML SPEED




Direction - South

06 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 26 24 0 2 0 0 0 0 0 0 0 0 0 0 0 1 0 3 12 7 3 0 0 0 0 0 0 0 0 0 29.6 33.8

0100 14 13 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5 2 4 0 2 0 0 0 0 0 0 0 0 29.9 44.3

0200 9 7 0 1 0 0 0 0 0 0 0 0 0 0 1 1 0 0 4 3 1 0 0 0 0 0 0 0 0 0 30 -

0300 8 7 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 0 2 1 0 0 0 0 0 0 0 0 32.1 -

0400 14 11 0 3 0 0 0 0 0 0 0 0 0 0 0 1 0 4 2 6 0 1 0 0 0 0 0 0 0 0 29 35.3

0500 28 23 0 4 0 0 0 0 0 0 0 0 0 0 1 0 1 4 17 6 0 0 0 0 0 0 0 0 0 0 28.4 34.3

0600 48 40 0 3 2 0 0 0 0 0 0 0 0 2 1 0 1 10 20 13 2 2 0 0 0 0 0 0 0 0 29.4 34

0700 161 146 0 12 2 0 0 0 0 0 0 0 0 1 0 5 5 46 77 24 4 0 0 0 0 0 0 0 0 0 26.4 31.6

0800 338 314 1 16 1 2 0 0 1 0 0 0 0 0 3 6 30 104 171 25 2 0 0 0 0 0 0 0 0 0 25 29.2

0900 242 218 0 21 0 0 0 0 0 0 0 0 0 0 3 5 4 65 139 28 1 0 0 0 0 0 0 0 0 0 26.5 30.4

1000 220 192 1 24 0 0 0 0 0 0 0 0 0 0 3 4 3 54 133 26 0 0 0 0 0 0 0 0 0 0 26.6 30.7

1100 261 246 0 13 2 0 0 0 0 0 0 0 0 0 0 1 13 62 153 30 2 0 0 0 0 0 0 0 0 0 26.7 30.7

1200 262 246 0 16 0 0 0 0 0 0 0 0 0 0 0 0 3 64 154 37 4 0 0 0 0 0 0 0 0 0 27.4 31.2

1300 240 225 1 13 0 0 0 0 0 0 0 0 0 0 1 1 8 44 153 33 1 0 0 0 0 0 0 0 0 0 27.1 31

1400 249 229 0 16 0 1 0 0 0 0 0 0 0 1 2 2 11 47 162 22 5 0 0 0 0 0 0 0 0 0 26.7 30.1

1500 271 254 0 15 0 0 0 0 0 0 0 0 0 1 1 1 8 70 166 25 1 0 0 0 0 0 0 0 0 0 26.6 30.4

1600 399 372 0 24 0 0 0 0 0 0 0 0 0 1 2 6 24 160 191 16 2 0 0 0 0 0 0 0 0 0 24.6 28.7

1700 417 404 0 9 0 1 0 0 0 0 0 0 0 1 2 2 8 125 247 34 1 0 0 0 0 0 0 0 0 0 26.1 29.8

1800 275 262 2 6 4 0 0 0 0 0 0 0 0 0 1 10 25 132 100 7 1 0 0 0 0 0 0 0 0 0 23.4 28

1900 228 219 0 6 0 0 0 0 0 0 0 0 0 1 2 6 24 96 92 8 1 1 0 0 0 0 0 0 0 0 24.1 27.9

2000 170 163 0 5 0 0 0 0 0 0 0 0 0 0 2 2 15 64 72 16 0 1 0 0 0 0 0 0 0 0 24.9 29.9

2100 140 136 0 3 0 0 0 0 0 0 0 0 0 1 0 0 8 58 58 14 1 0 1 0 0 0 0 0 0 0 25.7 30

2200 122 116 0 4 0 0 0 0 0 0 0 0 0 0 2 3 3 45 60 10 1 0 0 0 0 0 0 0 0 0 25.5 29.3

2300 54 54 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10 37 5 1 0 0 0 0 0 0 0 0 0 27.1 30.6

07-19 3335 3108 5 185 9 4 0 0 1 0 0 0 0 5 18 43 142 973 1846 307 24 0 0 0 0 0 0 0 0 0 26 30.1

06-22 3921 3666 5 202 11 4 0 0 1 0 0 0 0 9 23 51 190 1201 2088 358 28 4 1 0 0 0 0 0 0 0 25.8 30.1

06-00 4097 3836 5 206 11 4 0 0 1 0 0 0 0 9 25 54 194 1256 2185 373 30 4 1 0 0 0 0 0 0 0 25.9 30.1

00-00 4196 3921 5 218 11 4 0 0 1 0 0 0 0 9 27 57 197 1272 2226 399 36 8 1 0 0 0 0 0 0 0 25.9 30.2

Vehicles = 4196






ANSA XML SPEED




Direction - South

07 December 2018


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 32 28 0 3 0 0 0 0 0 0 0 0 0 0 1 1 1 7 16 6 0 1 0 0 0 0 0 0 0 0 27.7 32.4

0100 15 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 10 3 1 0 0 0 0 0 0 0 0 0 29.1 35.2

0200 5 4 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 1 0 0 0 0 0 0 0 0 0 0 26.8 -

0300 7 6 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 2 2 0 0 0 0 0 0 0 0 0 0 27.4 -

0400 9 8 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 2 0 0 0 0 0 0 0 0 0 0 29.1 -

0500 23 17 0 2 1 3 0 0 0 0 0 0 0 0 0 0 0 2 14 6 1 0 0 0 0 0 0 0 0 0 29.2 37

0600 57 48 0 5 2 0 0 0 0 0 0 0 0 2 0 0 3 20 29 4 1 0 0 0 0 0 0 0 0 0 26.1 30.1

0700 158 144 0 11 1 0 0 0 0 0 0 0 0 0 2 2 6 35 88 25 2 0 0 0 0 0 0 0 0 0 26.7 31.4

0800 272 245 1 23 0 0 0 0 0 0 0 0 0 1 2 4 9 99 141 17 1 1 0 0 0 0 0 0 0 0 25.5 28.8

0900 246 224 0 18 1 0 0 0 0 0 0 0 0 1 2 0 5 77 147 15 2 0 0 0 0 0 0 0 0 0 26.3 29.9

1000 237 218 0 16 0 1 0 0 0 0 0 0 0 0 2 2 7 37 165 25 1 0 0 0 0 0 0 0 0 0 27 30.5

1100 170 157 0 12 0 0 0 0 0 0 0 0 0 0 1 2 6 32 107 22 1 0 0 0 0 0 0 0 0 0 27.1 30.7

07-19 1083 988 1 80 2 1 0 0 0 0 0 0 0 2 9 10 33 280 648 104 7 1 0 0 0 0 0 0 0 0 26.4 30.3

06-22 1140 1036 1 85 4 1 0 0 0 0 0 0 0 4 9 10 36 300 677 108 8 1 0 0 0 0 0 0 0 0 26.4 30.3

06-00 1140 1036 1 85 4 1 0 0 0 0 0 0 0 4 9 10 36 300 677 108 8 1 0 0 0 0 0 0 0 0 26.4 30.3

00-00 1231 1114 1 93 5 4 0 0 0 0 0 0 0 4 10 11 37 315 728 128 10 2 0 0 0 0 0 0 0 0 26.6 30.4

Vehicles = 1231






ANSA XML SPEED




Direction - South

Virtual Day (Partial days = 7.04167)


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

0000 49 46 0 3 0 0 0 0 0 0 0 0 0 0 0 1 3 13 22 8 1 0 0 0 0 0 0 0 0 0 26.6 31.9

0100 39 36 0 2 0 0 0 0 0 0 0 0 0 0 0 0 2 12 18 5 1 1 0 0 0 0 0 0 0 0 26.4 31.3

0200 18 17 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 5 9 2 1 0 0 0 0 0 0 0 0 0 26.7 31.9

0300 15 15 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 3 8 3 1 0 0 0 0 0 0 0 0 0 28.2 34.3

0400 15 14 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 7 4 1 0 0 0 0 0 0 0 0 0 28.7 34.1

0500 24 21 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 3 13 6 1 0 0 0 0 0 0 0 0 0 28.6 32.8

0600 46 40 0 4 1 0 0 0 0 0 0 0 0 1 0 0 1 10 24 8 1 0 0 0 0 0 0 0 0 0 28 32.9

0700 124 111 0 10 1 0 0 0 0 0 0 0 0 0 1 2 6 30 63 20 2 0 0 0 0 0 0 0 0 0 26.8 31.7

0800 241 223 1 14 1 0 0 0 0 0 0 0 0 0 3 9 27 83 106 14 1 1 0 0 0 0 0 0 0 0 24.2 28.9

0900 214 195 0 16 0 0 0 0 0 0 0 0 0 0 1 2 8 68 115 19 2 0 0 0 0 0 0 0 0 0 26 30

1000 204 186 0 15 1 0 0 0 0 0 0 0 0 0 2 3 8 53 119 19 1 0 0 0 0 0 0 0 0 0 26.3 30.3

1100 227 212 0 13 0 0 0 0 0 0 0 0 0 0 1 2 13 66 124 20 1 0 0 0 0 0 0 0 0 0 25.9 30.1

1200 220 206 0 11 0 0 0 0 0 0 0 0 0 1 1 2 8 63 121 24 2 0 0 0 0 0 0 0 0 0 26.4 30.5

1300 261 245 0 12 0 0 0 0 0 0 0 0 0 1 2 2 7 70 147 32 1 0 0 0 0 0 0 0 0 0 26.6 30.7

1400 258 242 0 13 0 1 0 0 0 0 0 0 0 0 2 2 10 72 140 29 3 0 0 0 0 0 0 0 0 0 26.5 30.6

1500 282 269 0 10 0 0 0 0 0 0 0 0 0 1 2 2 13 88 156 22 1 0 0 0 0 0 0 0 0 0 25.8 29.8

1600 327 306 0 17 0 1 0 0 0 0 0 0 0 0 2 3 20 120 161 21 1 0 0 0 0 0 0 0 0 0 25.2 29.2

1700 364 353 0 7 0 0 0 0 0 0 0 0 0 1 3 6 17 138 177 25 2 0 0 0 0 0 0 0 0 0 25.2 29.2

1800 277 265 1 7 1 0 0 0 0 0 0 0 0 1 3 4 21 102 126 22 1 0 0 0 0 0 0 0 0 0 25 29.5

1900 213 205 0 7 0 0 0 0 0 0 0 0 0 1 1 2 10 73 107 20 2 0 0 0 0 0 0 0 0 0 25.8 30.1

2000 169 163 0 4 0 0 0 0 0 0 0 0 0 0 1 2 11 51 86 17 1 1 0 0 0 0 0 0 0 0 25.7 30.1

2100 138 133 0 3 0 0 0 0 0 0 0 0 0 1 1 1 7 47 70 11 1 0 0 0 0 0 0 0 0 0 25.7 29.8

2200 110 106 0 3 0 0 0 0 0 0 0 0 0 0 1 1 7 40 51 10 2 0 0 0 0 0 0 0 0 0 25.5 30.1

2300 76 73 0 3 0 0 0 0 0 0 0 0 0 0 0 1 7 30 31 6 1 0 0 0 0 0 0 0 0 0 25 29.6

Vehicles = 27579






ANSA XML SPEED




Direction - South

Virtual Week (Partial weeks = 1.14286)


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

Mon 3894 3632 6 206 7 3 3 2 0 0 0 0 0 9 26 27 122 1051 2189 446 47 8 0 3 1 0 0 0 0 0 26.7 30.7

Tue 3992 3726 3 198 11 1 3 0 0 0 0 0 0 13 37 85 339 1359 1833 348 26 2 0 0 0 0 0 0 0 0 25 29.8

Wed 4255 3981 3 211 8 5 2 2 0 1 0 0 0 6 36 48 189 1329 2258 390 33 4 2 2 0 0 0 0 0 0 25.9 30

Thu 4196 3921 5 218 11 4 0 0 1 0 0 0 0 9 27 57 197 1272 2226 399 36 8 1 0 0 0 0 0 0 0 25.9 30.2

Fri 2289 2150 2 106 4 7 0 1 0 0 0 0 0 6 14 32 125 754 1172 188 18 2 1 0 0 0 0 0 0 0 25.6 29.8

|Sat 3927 3772 2 129 1 0 1 0 0 0 0 0 0 3 19 40 194 1341 1939 377 30 6 0 0 0 0 0 0 0 0 25.7 30.1

|Sun 2737 2630 3 75 4 2 0 1 0 1 0 0 0 7 14 32 165 916 1332 267 22 3 0 0 0 0 0 0 0 0 25.7 30.1

Vehicles = 27579






ANSA XML SPEED




Direction - South

Grand Total


1 2 3 4 5 6 7 8 9 10 11 12 14 15 6 12 19 25 31 37 43 50 56 62 68 75 81 87 93 85

12 19 25 31 37 43 50 56 62 68 75 81 87 93 99

-- 27579 25962 26 1249 50 28 9 7 1 2 0 0 0 58 187 352 1456 8775 14120 2603 229 34 4 5 1 0 0 0 0 0 25.8 30.1

Vehicles = 27579






© Crown Copyright. Reserved. Coventry City Council Licence No. 100026294.Other information © Coventry City Council

City of Coventry Highways Adoptions reference HTS8292prepared 21st December 2018

1

26

PH

86.3m

9

1

She

lter

38

54

52

50

49

11

15 SP

214

26

2527

41

BROOMFIELD ROAD

23 21

HAWKINS ROAD

10

18

25

35

40

89.3m

65

53

47

20

2

56

59

1

2

TCB

24

13c

1

12

13

13

a

13

b

13d

Marshalling Yard

Ward Bdy

Bedford Mews

1716

15

to

1 to 1

2

9

12

11

Cou

rt

51

12

9

62

10

Alban

y

2014

26

13

25

48

19

83.8m

17

19

14

ALBAN

Y ROAD

20

29

13

22

17

23

34

BEDFORD STREET

23

84.7m

Railw

ay

ALB

AN

Y R

OA

D

KENSINGTON ROAD

100 metre grid

1234567




APPENDIX D: PIA Data

Crash Date:

Highest Injury Severity:

Highway Authority:

Local Authority:

Weather Description:

Road Surface Description:

Speed Limit:

Light Conditions:

Carriageway Hazards:

Junction Detail:

Junction Pedestrian Crossing:

Road Type:

Junction Control: Give way or uncontrolled

Single carriageway

No physical crossing facility within 50 metres

T or staggered junction

None

Daylight: regardless of presence of streetlights

30

Wet or Damp

Raining without high winds

Coventry City

Coventry

Slight

Thursday, September 21, 2017 Time of Crash:

Road Number: U0

12:30:00 PM Crash Reference:

Number of Casualties:

Number of Vehicles:

OS Grid Reference: 432399 278562

1

1

2017200228591

Page 1 of 2 1/10/2019 9:08:15 AM

For more information about the data please visit: www.crashmap.co.uk/home/aboutthedata and www.crashmap.co.uk/home/definitions

CasualtiesVehicle Ref Casualty Ref Injury Severity Casualty Class Gender Age Band Pedestrian Location Pedestrian Movement

1 1 Slight Pedestrian Female 36 - 45 In carriageway, crossing elsewhere Crossing from driver's nearside

Vehicles involvedVehicle Ref

Vehicle Type Vehicle Age

Driver Gender

Driver Age Band

Vehicle Maneouvre First Point of Impact

Journey Purpose

Hit Object - On Carriageway

Hit Object - Off Carriageway

1 Motorcycle over 50cc and up to 125cc

3 Unknown

Unknown Vehicle is moving off Front Other None None

Page 2 of 2 1/10/2019 9:08:15 AM


Crash Date:


Highway Authority:

Local Authority:



Speed Limit:

Light Conditions:


Junction Detail:


Road Type:

Junction Control: Not Applicable

Single carriageway


Not at or within 20 metres of junction

None


30

Dry

Fine without high winds

Coventry

Coventry

Slight

Thursday, February 12, 2015 Time of Crash:

Road Number: U0

8:55:00 AM Crash Reference:


Number of Vehicles:


2

1

201520M003285

Page 1 of 2 1/10/2019 9:07:17 AM



2 1 Slight Driver or rider Female 26 - 35 Unknown or other Unknown or other



Driver Gender

Driver Age Band


Journey Purpose



2 Car (excluding private hire)

6 Female 26 - 35 Vehicle is slowing down or stopping Back Journey as part of work

None None


9 Female Unknown Vehicle proceeding normally along the carriageway, not on a bend

Front Other None None

Page 2 of 2 1/10/2019 9:07:17 AM


Crash Date:


Highway Authority:

Local Authority:



Speed Limit:

Light Conditions:


Junction Detail:


Road Type:


Single carriageway



None


30

Dry


Coventry

Coventry

Serious

Saturday, July 18, 2015 Time of Crash:

Road Number: U0



Number of Vehicles:


4

3

201520M011415

Page 1 of 3 2/12/2019 3:31:37 PM



1 1 Serious Driver or rider Female 26 - 35 Unknown or other Unknown or other

1 2 Slight Vehicle or pillion passenger

Female 26 - 35 Unknown or other Unknown or other

2 3 Slight Driver or rider Male 26 - 35 Unknown or other Unknown or other



Driver Gender

Driver Age Band


Journey Purpose




14 Male Unknown Vehicle is parked in the carriageway Nearside Other None None


9 Male Unknown Vehicle is parked in the carriageway Offside Other None None


19 Male 26 - 35 Vehicle is moving off Front Other Parked vehicle None


14 Female 26 - 35 Vehicle proceeding normally along the carriageway, not on a bend

Front Other Parked vehicle None

Page 2 of 3 2/12/2019 3:31:37 PM


Crash Date:


Highway Authority:

Local Authority:



Speed Limit:

Light Conditions:


Junction Detail:


Road Type:


Single carriageway



None

Darkness: street lights present and lit

30

Flood (surface water over 3cm deep)

Raining without high winds

Coventry

Coventry

Slight

Saturday, July 27, 2013 Time of Crash:

Road Number: U0



Number of Vehicles:


2

1

201320M011423

Page 1 of 2 2/12/2019 3:30:57 PM






Driver Gender

Driver Age Band


Journey Purpose




3 Female 21 - 25 Vehicle is performing a U turn Offside Other None None

2 Pedal cycle -1 Male 21 - 25 Vehicle proceeding normally along the carriageway, not on a bend

Offside Journey as part of work

None None

Page 2 of 2 2/12/2019 3:30:57 PM


Crash Date:


Highway Authority:

Local Authority:



Speed Limit:

Light Conditions:


Junction Detail:


Road Type:


Single carriageway



None


30

Dry


Coventry

Coventry

Slight

Wednesday, April 24, 2013 Time of Crash:

Road Number: U0



Number of Vehicles:


1

1

201320M005393

Page 1 of 2 1/10/2019 9:05:47 AM



1 1 Slight Pedestrian Male 21 - 25 In carriageway, crossing elsewhere Crossing from driver's offside



Driver Gender

Driver Age Band


Journey Purpose




7 Male 21 - 25 Vehicle proceeding normally along the carriageway, not on a bend

Nearside Other None None

Page 2 of 2 1/10/2019 9:05:47 AM


Crash Date:


Highway Authority:

Local Authority:



Speed Limit:

Light Conditions:


Junction Detail:


Road Type:


Single carriageway



None

Darkness: no street lighting

30

Dry


Coventry City

Coventry

Slight

Sunday, July 10, 2016 Time of Crash:

Road Number: U0



Number of Vehicles:


3

3

2016200092458

Page 1 of 3 1/10/2019 9:04:00 AM





Female 16 - 20 Unknown or other Unknown or other


Male Unknown Unknown or other Unknown or other



Driver Gender

Driver Age Band


Journey Purpose




-1 Female Unknown Vehicle is parked in the carriageway Back Other None None


7 Female 16 - 20 Vehicle is in the act of turning right Offside Other Parked vehicle None




Page 2 of 3 1/10/2019 9:04:00 AM


Crash Date:


Highway Authority:

Local Authority:



Speed Limit:

Light Conditions:


Junction Detail:


Road Type:


Single carriageway



None


30

Dry

Unknown

Coventry City

Coventry

Slight

Sunday, December 11, 2016 Time of Crash:

Road Number: U0



Number of Vehicles:


5

1

2016200143381

Page 1 of 3 1/10/2019 11:11:02 AM






Driver Gender

Driver Age Band


Journey Purpose




6 Female 26 - 35 Vehicle is parked in the carriageway Back Other None None


7 Male Unknown Vehicle is parked in the carriageway Front Other None None


-1 Male Unknown Vehicle is parked in the carriageway Offside Other None None



Offside Other Parked vehicle None


8 Male 26 - 35 Vehicle is passing another moving vehicle on its offside

Did not impact Other Parked vehicle None

Page 2 of 3 1/10/2019 11:11:02 AM


Crash Date:


Highway Authority:

Local Authority:



Speed Limit:

Light Conditions:


Junction Detail:


Road Type:


Single carriageway



None


30

Frost or Ice

Other

Coventry City

Coventry

Slight

Friday, December 15, 2017 Time of Crash:

Road Number: U0

8:48:00 AM Crash Reference:


Number of Vehicles:


2

1

2017200259023

Page 1 of 2 1/10/2019 9:06:36 AM






Driver Gender

Driver Age Band


Journey Purpose




1 Female 46 - 55 Vehicle proceeding normally along the carriageway, not on a bend

Back Other None None




Page 2 of 2 1/10/2019 9:06:36 AM





APPENDIX E: TRICS Output

TRICS 7.5.4 030219 B18.58 Database right of TRICS Consortium Limited, 2019. All rights reserved Tuesday 19/02/19

Page 1

BWB CONSULTING STATION STREET NOTTINGHAM Licence No: 714101

Calculation Reference: AUDIT-714101-190219-0220

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 07 - LEISURE

Category : Q - COMMUNITY CENTRE

MULTI-MODAL VEHICLES

Selected regions and areas:

04 EAST ANGLIA

CA CAMBRIDGESHIRE 1 days

06 WEST MIDLANDS

SH SHROPSHIRE 1 days

ST STAFFORDSHIRE 1 days

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

Secondary Filtering selection:

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

are included in the trip rate calculation.

Parameter: Gross floor area

Actual Range: 629 to 2329 (units: sqm)

Range Selected by User: 100 to 2329 (units: sqm)

Parking Spaces Range: Selected: 3 to 70 Actual: 3 to 70

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/10 to 07/06/18

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are

included in the trip rate calculation.

Selected survey days:

Thursday 2 days

Friday 1 days

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

Selected survey types:

Manual count 3 days

Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding

up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys

are undertaking using machines.

Selected Locations:

Edge of Town Centre 2

Edge of Town 1

This data displays the number of surveys per main location category within the selected set. The main location categories

consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and

Not Known.

Selected Location Sub Categories:

Residential Zone 1

Built-Up Zone 1

High Street 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories

consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village,

Out of Town, High Street and No Sub Category.


Use Class:

D 2 3 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005

has been used for this purpose, which can be found within the Library module of TRICS®.


Page 2


Secondary Filtering selection (Cont.):

Population within 1 mile:

5,001 to 10,000 2 days

25,001 to 50,000 1 days

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

Population within 5 miles:

5,001 to 25,000 1 days

25,001 to 50,000 1 days

250,001 to 500,000 1 days


Car ownership within 5 miles:

0.6 to 1.0 2 days

1.1 to 1.5 1 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,

within a radius of 5-miles of selected survey sites.

Travel Plan:

No 3 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place,

and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating:

No PTAL Present 3 days

This data displays the number of selected surveys with PTAL Ratings.


Page 3


LIST OF SITES relevant to selection parameters

1 CA-07-Q-02 COMMUNITY CENTRE CAMBRIDGESHIRE

HIGH STREET

CAMBOURNE

Edge of Town Centre

High Street

Total Gross floor area: 6 2 9 sqm

Survey date: THURSDAY 07/06/18 Survey Type: MANUAL

2 SH-07-Q-01 COMMUNITY CENTRE SHROPSHIRE

SOUTHGATE

TELFORD

SUTTON HILL

Edge of Town

Residential Zone

Total Gross floor area: 1 4 8 6 sqm


3 ST-07-Q-01 COMMUNITY CENTRE STAFFORDSHIRE

DUDLEY ROAD

WOLVERHAMPTON

Edge of Town Centre

Built-Up Zone

Total Gross floor area: 2 3 2 9 sqm

Survey date: FRIDAY 09/05/14 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a

unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the

week and date of each survey, and whether the survey was a manual classified count or an ATC count.


Page 4


TRIP RATE for Land Use 07 - LEISURE/Q - COMMUNITY CENTRE


Calculation factor: 100 sqm

Estimated TRIP rate value per 164 SQM shown in shaded columns

BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS

No. Ave. Trip Estimated No. Ave. Trip Estimated No. Ave. Trip Estimated

Time Range Days GFA Rate Trip Rate Days GFA Rate Trip Rate Days GFA Rate Trip Rate

00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

1 629 0.318 0.521 1 629 0.000 0.000 1 629 0.318 0.52107:00 - 08:00

3 1481 0.630 1.033 3 1481 0.023 0.037 3 1481 0.653 1.07008:00 - 09:00

3 1481 0.540 0.886 3 1481 0.338 0.554 3 1481 0.878 1.44009:00 - 10:00

3 1481 0.540 0.886 3 1481 0.653 1.070 3 1481 1.193 1.95610:00 - 11:00

3 1481 0.405 0.664 3 1481 0.630 1.033 3 1481 1.035 1.69711:00 - 12:00

3 1481 0.428 0.701 3 1481 0.608 0.996 3 1481 1.036 1.69712:00 - 13:00

3 1481 0.383 0.627 3 1481 0.518 0.849 3 1481 0.901 1.47613:00 - 14:00

3 1481 0.338 0.554 3 1481 0.450 0.738 3 1481 0.788 1.29214:00 - 15:00

3 1481 0.293 0.480 3 1481 0.225 0.369 3 1481 0.518 0.84915:00 - 16:00

3 1481 0.293 0.480 3 1481 0.180 0.295 3 1481 0.473 0.77516:00 - 17:00

3 1481 0.585 0.959 3 1481 0.450 0.738 3 1481 1.035 1.69717:00 - 18:00

3 1481 0.473 0.775 3 1481 0.158 0.258 3 1481 0.631 1.03318:00 - 19:00

3 1481 0.203 0.332 3 1481 0.675 1.107 3 1481 0.878 1.43919:00 - 20:00

3 1481 0.000 0.000 3 1481 0.158 0.258 3 1481 0.158 0.25820:00 - 21:00

2 1908 0.000 0.000 2 1908 0.000 0.000 2 1908 0.000 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 5.429 5.066 1 0.495 8.898 8.302 1 7.200

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just

above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals

plus departures). Within each of these main columns are three sub-columns. These display the number of survey days

where count data is included (per time period), the average value of the selected trip rate calculation parameter (per

time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the

foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days

that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals

(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated

time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated

calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip

rates are then rounded to 3 decimal places.


Page 5


The survey data, graphs and all associated supporting information, contained within the TRICS Database are published

by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published

work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the

data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights

and 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: 629 - 2329 (units: sqm)

Survey date date range: 01/01/10 - 07/06/18

Number of weekdays (Monday-Friday): 3

Number of Saturdays: 0

Number of Sundays: 0

Surveys automatically removed from selection: 0

Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate

calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum

survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of

surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of

the standard filtering procedure are displayed.


Page 6



MULTI-MODAL TAXIS







00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

1 629 0.000 0.000 1 629 0.000 0.000 1 629 0.000 0.00007:00 - 08:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00008:00 - 09:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00009:00 - 10:00

3 1481 0.023 0.037 3 1481 0.023 0.037 3 1481 0.046 0.07410:00 - 11:00

3 1481 0.023 0.037 3 1481 0.023 0.037 3 1481 0.046 0.07411:00 - 12:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00012:00 - 13:00

3 1481 0.045 0.074 3 1481 0.023 0.037 3 1481 0.068 0.11113:00 - 14:00

3 1481 0.045 0.074 3 1481 0.068 0.111 3 1481 0.113 0.18514:00 - 15:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00015:00 - 16:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00016:00 - 17:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00017:00 - 18:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00018:00 - 19:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00019:00 - 20:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00020:00 - 21:00

2 1908 0.000 0.000 2 1908 0.000 0.000 2 1908 0.000 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.136 0.137 0.273 0.222 0.222 0.444






foot of the table.








Page 7



MULTI-MODAL CYCLISTS







00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

1 629 0.000 0.000 1 629 0.000 0.000 1 629 0.000 0.00007:00 - 08:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00008:00 - 09:00

3 1481 0.023 0.037 3 1481 0.023 0.037 3 1481 0.046 0.07409:00 - 10:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00010:00 - 11:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00011:00 - 12:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00012:00 - 13:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00013:00 - 14:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00014:00 - 15:00

3 1481 0.023 0.037 3 1481 0.000 0.000 3 1481 0.023 0.03715:00 - 16:00

3 1481 0.023 0.037 3 1481 0.045 0.074 3 1481 0.068 0.11116:00 - 17:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00017:00 - 18:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00018:00 - 19:00

3 1481 0.045 0.074 3 1481 0.023 0.037 3 1481 0.068 0.11119:00 - 20:00

3 1481 0.000 0.000 3 1481 0.023 0.037 3 1481 0.023 0.03720:00 - 21:00

2 1908 0.000 0.000 2 1908 0.000 0.000 2 1908 0.000 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.114 0.114 0.228 0.185 0.185 0.370






foot of the table.








Page 8



MULTI-MODAL VEHICLE OCCUPANTS







00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

1 629 0.318 0.521 1 629 0.000 0.000 1 629 0.318 0.52107:00 - 08:00

3 1481 0.923 1.513 3 1481 0.023 0.037 3 1481 0.946 1.55008:00 - 09:00

3 1481 0.833 1.365 3 1481 0.518 0.849 3 1481 1.351 2.21409:00 - 10:00

3 1481 0.698 1.144 3 1481 0.855 1.402 3 1481 1.553 2.54610:00 - 11:00

3 1481 0.518 0.849 3 1481 0.990 1.624 3 1481 1.508 2.47311:00 - 12:00

3 1481 0.495 0.812 3 1481 0.653 1.070 3 1481 1.148 1.88212:00 - 13:00

3 1481 0.360 0.590 3 1481 0.608 0.996 3 1481 0.968 1.58613:00 - 14:00

3 1481 0.360 0.590 3 1481 0.585 0.959 3 1481 0.945 1.54914:00 - 15:00

3 1481 0.383 0.627 3 1481 0.293 0.480 3 1481 0.676 1.10715:00 - 16:00

3 1481 0.338 0.554 3 1481 0.203 0.332 3 1481 0.541 0.88616:00 - 17:00

3 1481 1.080 1.771 3 1481 0.585 0.959 3 1481 1.665 2.73017:00 - 18:00

3 1481 0.765 1.255 3 1481 0.203 0.332 3 1481 0.968 1.58718:00 - 19:00

3 1481 0.248 0.406 3 1481 1.418 2.325 3 1481 1.666 2.73119:00 - 20:00

3 1481 0.000 0.000 3 1481 0.180 0.295 3 1481 0.180 0.29520:00 - 21:00

2 1908 0.000 0.000 2 1908 0.000 0.000 2 1908 0.000 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 7.319 7.114 1 4.433 1 1.997 1 1.660 2 3.657






foot of the table.








Page 9



MULTI-MODAL PEDESTRIANS







00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

1 629 0.000 0.000 1 629 0.000 0.000 1 629 0.000 0.00007:00 - 08:00

3 1481 0.450 0.738 3 1481 0.068 0.111 3 1481 0.518 0.84908:00 - 09:00

3 1481 1.328 2.177 3 1481 0.315 0.517 3 1481 1.643 2.69409:00 - 10:00

3 1481 0.990 1.624 3 1481 0.788 1.292 3 1481 1.778 2.91610:00 - 11:00

3 1481 0.563 0.923 3 1481 1.305 2.140 3 1481 1.868 3.06311:00 - 12:00

3 1481 0.788 1.292 3 1481 0.968 1.587 3 1481 1.756 2.87912:00 - 13:00

3 1481 0.608 0.996 3 1481 0.765 1.255 3 1481 1.373 2.25113:00 - 14:00

3 1481 0.315 0.517 3 1481 0.585 0.959 3 1481 0.900 1.47614:00 - 15:00

3 1481 0.630 1.033 3 1481 0.495 0.812 3 1481 1.125 1.84515:00 - 16:00

3 1481 0.675 1.107 3 1481 0.720 1.181 3 1481 1.395 2.28816:00 - 17:00

3 1481 0.630 1.033 3 1481 0.495 0.812 3 1481 1.125 1.84517:00 - 18:00

3 1481 1.148 1.882 3 1481 0.495 0.812 3 1481 1.643 2.69418:00 - 19:00

3 1481 0.248 0.406 3 1481 0.990 1.624 3 1481 1.238 2.03019:00 - 20:00

3 1481 0.000 0.000 3 1481 0.225 0.369 3 1481 0.225 0.36920:00 - 21:00

2 1908 0.000 0.000 2 1908 0.000 0.000 2 1908 0.000 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 8.373 8.214 1 6.587 1 3.728 1 3.471 2 7.199






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Page 10



MULTI-MODAL BUS/TRAM PASSENGERS







00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

1 629 0.000 0.000 1 629 0.000 0.000 1 629 0.000 0.00007:00 - 08:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00008:00 - 09:00

3 1481 0.045 0.074 3 1481 0.000 0.000 3 1481 0.045 0.07409:00 - 10:00

3 1481 0.090 0.148 3 1481 0.045 0.074 3 1481 0.135 0.22210:00 - 11:00

3 1481 0.068 0.111 3 1481 0.045 0.074 3 1481 0.113 0.18511:00 - 12:00

3 1481 0.023 0.037 3 1481 0.090 0.148 3 1481 0.113 0.18512:00 - 13:00

3 1481 0.045 0.074 3 1481 0.045 0.074 3 1481 0.090 0.14813:00 - 14:00

3 1481 0.000 0.000 3 1481 0.023 0.037 3 1481 0.023 0.03714:00 - 15:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00015:00 - 16:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00016:00 - 17:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00017:00 - 18:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00018:00 - 19:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00019:00 - 20:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00020:00 - 21:00

2 1908 0.000 0.000 2 1908 0.000 0.000 2 1908 0.000 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.271 0.248 0.519 0.444 0.407 0.851






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Page 11



MULTI-MODAL PUBLIC TRANSPORT USERS







00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

1 629 0.000 0.000 1 629 0.000 0.000 1 629 0.000 0.00007:00 - 08:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00008:00 - 09:00

3 1481 0.045 0.074 3 1481 0.000 0.000 3 1481 0.045 0.07409:00 - 10:00

3 1481 0.090 0.148 3 1481 0.045 0.074 3 1481 0.135 0.22210:00 - 11:00

3 1481 0.068 0.111 3 1481 0.045 0.074 3 1481 0.113 0.18511:00 - 12:00

3 1481 0.023 0.037 3 1481 0.090 0.148 3 1481 0.113 0.18512:00 - 13:00

3 1481 0.045 0.074 3 1481 0.045 0.074 3 1481 0.090 0.14813:00 - 14:00

3 1481 0.000 0.000 3 1481 0.023 0.037 3 1481 0.023 0.03714:00 - 15:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00015:00 - 16:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00016:00 - 17:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00017:00 - 18:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00018:00 - 19:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00019:00 - 20:00

3 1481 0.000 0.000 3 1481 0.000 0.000 3 1481 0.000 0.00020:00 - 21:00

2 1908 0.000 0.000 2 1908 0.000 0.000 2 1908 0.000 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.271 0.248 0.519 0.444 0.407 0.851






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Page 12



MULTI-MODAL TOTAL PEOPLE







00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

1 629 0.318 0.521 1 629 0.000 0.000 1 629 0.318 0.52107:00 - 08:00

3 1481 1.373 2.251 3 1481 0.090 0.148 3 1481 1.463 2.39908:00 - 09:00

3 1481 2.228 3.653 3 1481 0.855 1.402 3 1481 3.083 5.05509:00 - 10:00

3 1481 1.778 2.915 3 1481 1.688 2.768 3 1481 3.466 5.68310:00 - 11:00

3 1481 1.148 1.882 3 1481 2.340 3.838 3 1481 3.488 5.72011:00 - 12:00

3 1481 1.305 2.140 3 1481 1.710 2.805 3 1481 3.015 4.94512:00 - 13:00

3 1481 1.013 1.661 3 1481 1.418 2.325 3 1481 2.431 3.98613:00 - 14:00

3 1481 0.675 1.107 3 1481 1.193 1.956 3 1481 1.868 3.06314:00 - 15:00

3 1481 1.035 1.698 3 1481 0.788 1.292 3 1481 1.823 2.99015:00 - 16:00

3 1481 1.035 1.698 3 1481 0.968 1.587 3 1481 2.003 3.28516:00 - 17:00

3 1481 1.710 2.805 3 1481 1.080 1.771 3 1481 2.790 4.57617:00 - 18:00

3 1481 1.913 3.137 3 1481 0.698 1.144 3 1481 2.611 4.28118:00 - 19:00

3 1481 0.540 0.886 3 1481 2.430 3.986 3 1481 2.970 4.87219:00 - 20:00

3 1481 0.000 0.000 3 1481 0.428 0.701 3 1481 0.428 0.70120:00 - 21:00

2 1908 0.000 0.000 2 1908 0.000 0.000 2 1908 0.000 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1 6.071 1 5.686 3 1.757 2 6.354 2 5.723 5 2.077






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Page 13



MULTI-MODAL CARS







00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

1 629 0.318 0.521 1 629 0.000 0.000 1 629 0.318 0.52107:00 - 08:00

3 1481 0.270 0.443 3 1481 0.000 0.000 3 1481 0.270 0.44308:00 - 09:00

3 1481 0.203 0.332 3 1481 0.158 0.258 3 1481 0.361 0.59009:00 - 10:00

3 1481 0.158 0.258 3 1481 0.090 0.148 3 1481 0.248 0.40610:00 - 11:00

3 1481 0.023 0.037 3 1481 0.270 0.443 3 1481 0.293 0.48011:00 - 12:00

3 1481 0.023 0.037 3 1481 0.023 0.037 3 1481 0.046 0.07412:00 - 13:00

3 1481 0.023 0.037 3 1481 0.023 0.037 3 1481 0.046 0.07413:00 - 14:00

3 1481 0.045 0.074 3 1481 0.023 0.037 3 1481 0.068 0.11114:00 - 15:00

3 1481 0.068 0.111 3 1481 0.068 0.111 3 1481 0.136 0.22215:00 - 16:00

3 1481 0.023 0.037 3 1481 0.023 0.037 3 1481 0.046 0.07416:00 - 17:00

3 1481 0.428 0.701 3 1481 0.180 0.295 3 1481 0.608 0.99617:00 - 18:00

3 1481 0.225 0.369 3 1481 0.045 0.074 3 1481 0.270 0.44318:00 - 19:00

3 1481 0.203 0.332 3 1481 0.675 1.107 3 1481 0.878 1.43919:00 - 20:00

3 1481 0.000 0.000 3 1481 0.158 0.258 3 1481 0.158 0.25820:00 - 21:00

2 1908 0.000 0.000 2 1908 0.000 0.000 2 1908 0.000 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.010 1.736 3.746 3.289 2.842 6.131






foot of the table.







TRICS 7.5.4 040119 B18.56 Database right of TRICS Consortium Limited, 2019. All rights reserved Monday 14/01/19

Page 1


Calculation Reference: AUDIT-714101-190114-0138

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL

Category : G - STUDENT ACCOMMODATION


Selected regions and areas:

03 SOUTH WEST

DV DEVON 1 days

06 WEST MIDLANDS

WK WARWICKSHIRE 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 range

are included in the trip rate calculation.

Parameter: Number of residents

Actual Range: 197 to 241 (units: )

Range Selected by User: 15 to 700 (units: )

Parking Spaces Range: Selected: 3 to 87 Actual: 3 to 87

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/10 to 28/11/13

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are

included in the trip rate calculation.

Selected survey days:

Thursday 2 days

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

Selected survey types:

Manual count 2 days

Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding

up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys

are undertaking using machines.

Selected Locations:

Edge of Town Centre 2

This data displays the number of surveys per main location category within the selected set. The main location categories

consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and

Not Known.

Selected Location Sub Categories:

Residential Zone 1

Built-Up Zone 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories

consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village,

Out of Town, High Street and No Sub Category.


Use Class:

C 3 2 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005

has been used for this purpose, which can be found within the Library module of TRICS®.


Page 2


Secondary Filtering selection (Cont.):

Population within 1 mile:

1,001 to 5,000 1 days

10,001 to 15,000 1 days


Population within 5 miles:

25,001 to 50,000 1 days

250,001 to 500,000 1 days


Car ownership within 5 miles:

0.6 to 1.0 2 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,

within a radius of 5-miles of selected survey sites.

Travel Plan:

No 2 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place,

and the number of surveys that were undertaken at sites without Travel Plans.

PTAL Rating:

No PTAL Present 2 days

This data displays the number of selected surveys with PTAL Ratings.


Page 3


LIST OF SITES relevant to selection parameters

1 DV-03-G-04 STUDENT ACCOMMODATION DEVON

BONHAY ROAD

EXETER

Edge of Town Centre

Residential Zone

Total Number of residents: 2 4 1


2 WK-03-G-02 STUDENT FLATS WARWICKSHIRE

RAGLAN STREET

COVENTRY

Edge of Town Centre

Built-Up Zone

Total Number of residents: 1 9 7


This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a

unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the

week and date of each survey, and whether the survey was a manual classified count or an ATC count.

MANUALLY DESELECTED SITES

Site Ref Reason for Deselection

DV-03-G-02 x


Page 4


TRIP RATE for Land Use 03 - RESIDENTIAL/G - STUDENT ACCOMMODATION


Calculation factor: 1 RESIDE



No. Ave. Trip No. Ave. Trip No. Ave. Trip

Time Range Days RESIDE Rate Days RESIDE Rate Days RESIDE Rate

00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

1 241 0.000 1 241 0.000 1 241 0.00006:00 - 07:00

2 219 0.002 2 219 0.000 2 219 0.00207:00 - 08:00

2 219 0.005 2 219 0.000 2 219 0.00508:00 - 09:00

2 219 0.000 2 219 0.002 2 219 0.00209:00 - 10:00

2 219 0.009 2 219 0.009 2 219 0.01810:00 - 11:00

2 219 0.005 2 219 0.000 2 219 0.00511:00 - 12:00

2 219 0.002 2 219 0.005 2 219 0.00712:00 - 13:00

2 219 0.007 2 219 0.005 2 219 0.01213:00 - 14:00

2 219 0.005 2 219 0.005 2 219 0.01014:00 - 15:00

2 219 0.007 2 219 0.007 2 219 0.01415:00 - 16:00

2 219 0.002 2 219 0.002 2 219 0.00416:00 - 17:00

2 219 0.000 2 219 0.011 2 219 0.01117:00 - 18:00

2 219 0.000 2 219 0.000 2 219 0.00018:00 - 19:00

2 219 0.007 2 219 0.007 2 219 0.01419:00 - 20:00

2 219 0.009 2 219 0.009 2 219 0.01820:00 - 21:00

2 219 0.007 2 219 0.011 2 219 0.01821:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.067 0.073 0.140






foot of the table.








Page 5


The survey data, graphs and all associated supporting information, contained within the TRICS Database are published

by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published

work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the

data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights

and 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: 197 - 241 (units: )

Survey date date range: 01/01/10 - 28/11/13

Number of weekdays (Monday-Friday): 2

Number of Saturdays: 0

Number of Sundays: 0

Surveys automatically removed from selection: 2

Surveys manually removed from selection: 1

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate

calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum

survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of

surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of

the standard filtering procedure are displayed.


Page 6



MULTI-MODAL TAXIS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

1 241 0.000 1 241 0.000 1 241 0.00006:00 - 07:00

2 219 0.000 2 219 0.000 2 219 0.00007:00 - 08:00

2 219 0.002 2 219 0.002 2 219 0.00408:00 - 09:00

2 219 0.000 2 219 0.000 2 219 0.00009:00 - 10:00

2 219 0.000 2 219 0.000 2 219 0.00010:00 - 11:00

2 219 0.000 2 219 0.000 2 219 0.00011:00 - 12:00

2 219 0.000 2 219 0.000 2 219 0.00012:00 - 13:00

2 219 0.005 2 219 0.005 2 219 0.01013:00 - 14:00

2 219 0.000 2 219 0.000 2 219 0.00014:00 - 15:00

2 219 0.002 2 219 0.000 2 219 0.00215:00 - 16:00

2 219 0.000 2 219 0.000 2 219 0.00016:00 - 17:00

2 219 0.000 2 219 0.000 2 219 0.00017:00 - 18:00

2 219 0.000 2 219 0.000 2 219 0.00018:00 - 19:00

2 219 0.002 2 219 0.000 2 219 0.00219:00 - 20:00

2 219 0.002 2 219 0.002 2 219 0.00420:00 - 21:00

2 219 0.007 2 219 0.002 2 219 0.00921:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.020 0.011 0.031






foot of the table.








Page 7



MULTI-MODAL CYCLISTS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

1 241 0.000 1 241 0.000 1 241 0.00006:00 - 07:00

2 219 0.000 2 219 0.000 2 219 0.00007:00 - 08:00

2 219 0.000 2 219 0.002 2 219 0.00208:00 - 09:00

2 219 0.000 2 219 0.000 2 219 0.00009:00 - 10:00

2 219 0.000 2 219 0.000 2 219 0.00010:00 - 11:00

2 219 0.005 2 219 0.005 2 219 0.01011:00 - 12:00

2 219 0.000 2 219 0.000 2 219 0.00012:00 - 13:00

2 219 0.000 2 219 0.002 2 219 0.00213:00 - 14:00

2 219 0.002 2 219 0.000 2 219 0.00214:00 - 15:00

2 219 0.002 2 219 0.000 2 219 0.00215:00 - 16:00

2 219 0.000 2 219 0.000 2 219 0.00016:00 - 17:00

2 219 0.000 2 219 0.002 2 219 0.00217:00 - 18:00

2 219 0.000 2 219 0.000 2 219 0.00018:00 - 19:00

2 219 0.000 2 219 0.000 2 219 0.00019:00 - 20:00

2 219 0.000 2 219 0.000 2 219 0.00020:00 - 21:00

2 219 0.000 2 219 0.000 2 219 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.009 0.011 0.020






foot of the table.








Page 8



MULTI-MODAL PEDESTRIANS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

1 241 0.000 1 241 0.000 1 241 0.00006:00 - 07:00

2 219 0.000 2 219 0.005 2 219 0.00507:00 - 08:00

2 219 0.005 2 219 0.169 2 219 0.17408:00 - 09:00

2 219 0.005 2 219 0.032 2 219 0.03709:00 - 10:00

2 219 0.034 2 219 0.094 2 219 0.12810:00 - 11:00

2 219 0.039 2 219 0.057 2 219 0.09611:00 - 12:00

2 219 0.046 2 219 0.053 2 219 0.09912:00 - 13:00

2 219 0.068 2 219 0.073 2 219 0.14113:00 - 14:00

2 219 0.098 2 219 0.089 2 219 0.18714:00 - 15:00

2 219 0.123 2 219 0.082 2 219 0.20515:00 - 16:00

2 219 0.153 2 219 0.048 2 219 0.20116:00 - 17:00

2 219 0.174 2 219 0.087 2 219 0.26117:00 - 18:00

2 219 0.201 2 219 0.105 2 219 0.30618:00 - 19:00

2 219 0.041 2 219 0.050 2 219 0.09119:00 - 20:00

2 219 0.082 2 219 0.068 2 219 0.15020:00 - 21:00

2 219 0.039 2 219 0.030 2 219 0.06921:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.108 1.042 2.150






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Page 9



MULTI-MODAL BUS/TRAM PASSENGERS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

1 241 0.000 1 241 0.000 1 241 0.00006:00 - 07:00

2 219 0.000 2 219 0.000 2 219 0.00007:00 - 08:00

2 219 0.000 2 219 0.005 2 219 0.00508:00 - 09:00

2 219 0.000 2 219 0.000 2 219 0.00009:00 - 10:00

2 219 0.000 2 219 0.005 2 219 0.00510:00 - 11:00

2 219 0.000 2 219 0.000 2 219 0.00011:00 - 12:00

2 219 0.000 2 219 0.000 2 219 0.00012:00 - 13:00

2 219 0.000 2 219 0.000 2 219 0.00013:00 - 14:00

2 219 0.005 2 219 0.000 2 219 0.00514:00 - 15:00

2 219 0.000 2 219 0.005 2 219 0.00515:00 - 16:00

2 219 0.000 2 219 0.000 2 219 0.00016:00 - 17:00

2 219 0.000 2 219 0.000 2 219 0.00017:00 - 18:00

2 219 0.000 2 219 0.000 2 219 0.00018:00 - 19:00

2 219 0.000 2 219 0.000 2 219 0.00019:00 - 20:00

2 219 0.000 2 219 0.000 2 219 0.00020:00 - 21:00

2 219 0.000 2 219 0.000 2 219 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.005 0.015 0.020






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Page 10



MULTI-MODAL TOTAL RAIL PASSENGERS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

1 241 0.000 1 241 0.000 1 241 0.00006:00 - 07:00

2 219 0.000 2 219 0.000 2 219 0.00007:00 - 08:00

2 219 0.002 2 219 0.002 2 219 0.00408:00 - 09:00

2 219 0.000 2 219 0.000 2 219 0.00009:00 - 10:00

2 219 0.005 2 219 0.002 2 219 0.00710:00 - 11:00

2 219 0.000 2 219 0.000 2 219 0.00011:00 - 12:00

2 219 0.000 2 219 0.000 2 219 0.00012:00 - 13:00

2 219 0.000 2 219 0.000 2 219 0.00013:00 - 14:00

2 219 0.002 2 219 0.002 2 219 0.00414:00 - 15:00

2 219 0.000 2 219 0.000 2 219 0.00015:00 - 16:00

2 219 0.000 2 219 0.000 2 219 0.00016:00 - 17:00

2 219 0.000 2 219 0.000 2 219 0.00017:00 - 18:00

2 219 0.000 2 219 0.000 2 219 0.00018:00 - 19:00

2 219 0.000 2 219 0.002 2 219 0.00219:00 - 20:00

2 219 0.000 2 219 0.000 2 219 0.00020:00 - 21:00

2 219 0.000 2 219 0.000 2 219 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.009 0.008 0.017






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Page 11



MULTI-MODAL PUBLIC TRANSPORT USERS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

1 241 0.000 1 241 0.000 1 241 0.00006:00 - 07:00

2 219 0.000 2 219 0.000 2 219 0.00007:00 - 08:00

2 219 0.002 2 219 0.007 2 219 0.00908:00 - 09:00

2 219 0.000 2 219 0.000 2 219 0.00009:00 - 10:00

2 219 0.005 2 219 0.007 2 219 0.01210:00 - 11:00

2 219 0.000 2 219 0.000 2 219 0.00011:00 - 12:00

2 219 0.000 2 219 0.000 2 219 0.00012:00 - 13:00

2 219 0.000 2 219 0.000 2 219 0.00013:00 - 14:00

2 219 0.007 2 219 0.002 2 219 0.00914:00 - 15:00

2 219 0.000 2 219 0.005 2 219 0.00515:00 - 16:00

2 219 0.000 2 219 0.000 2 219 0.00016:00 - 17:00

2 219 0.000 2 219 0.000 2 219 0.00017:00 - 18:00

2 219 0.000 2 219 0.000 2 219 0.00018:00 - 19:00

2 219 0.000 2 219 0.002 2 219 0.00219:00 - 20:00

2 219 0.000 2 219 0.000 2 219 0.00020:00 - 21:00

2 219 0.000 2 219 0.000 2 219 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.014 0.023 0.037






foot of the table.








Page 12



MULTI-MODAL TOTAL PEOPLE






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

1 241 0.000 1 241 0.000 1 241 0.00006:00 - 07:00

2 219 0.002 2 219 0.005 2 219 0.00707:00 - 08:00

2 219 0.011 2 219 0.180 2 219 0.19108:00 - 09:00

2 219 0.005 2 219 0.032 2 219 0.03709:00 - 10:00

2 219 0.053 2 219 0.116 2 219 0.16910:00 - 11:00

2 219 0.050 2 219 0.062 2 219 0.11211:00 - 12:00

2 219 0.048 2 219 0.057 2 219 0.10512:00 - 13:00

2 219 0.082 2 219 0.080 2 219 0.16213:00 - 14:00

2 219 0.112 2 219 0.103 2 219 0.21514:00 - 15:00

2 219 0.137 2 219 0.094 2 219 0.23115:00 - 16:00

2 219 0.155 2 219 0.050 2 219 0.20516:00 - 17:00

2 219 0.174 2 219 0.100 2 219 0.27417:00 - 18:00

2 219 0.201 2 219 0.105 2 219 0.30618:00 - 19:00

2 219 0.053 2 219 0.059 2 219 0.11219:00 - 20:00

2 219 0.098 2 219 0.080 2 219 0.17820:00 - 21:00

2 219 0.048 2 219 0.037 2 219 0.08521:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.229 1.160 2.389






foot of the table.







CASSIDY GROUP Proposed Student Accommodation, Albany … · ARC-BEB-GEN-XX-RP-TR-0001_TA-S2-P3...

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