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Barrack Road, Northampton - Proposed Educational, Commercial and Residential Development

Transport Assessment

Barrack Road, Northampton – Proposed Educational, Commercial and Residential Development

Transport Assessment

JMP Consultants Limited 10 Victoria Street, Bristol, BS1 6BN T 0117 922 9040 E [email protected] www.jmp.co.uk

Job No. ST14269

Report No. 001

Prepared by WN

Verified by LC

Approved by LC

Status Final

Issue No. 003

Date 13 June 2014

Barrack Road, Northampton – Proposed Educational, Commercial and Residential Development

Contents Amendments Record

This document has been issued and amended as follows:

Status/Revision Revision description Issue Number Approved By Date

Draft For Comment 001 LC 30/05/2014 Final 002 LC 12/06/2014 Final 003 LC 13/06/2014

Contents 1 INTRODUCTION ........................................................................................................................ 1

Background................................................................................................................................. 1

Scheme Proposals ..................................................................................................................... 2

Scope of Report .......................................................................................................................... 2

2 PLANNING POLICY ................................................................................................................... 3

General ....................................................................................................................................... 3

National Policy ............................................................................................................................ 3

Local Policy................................................................................................................................. 4

3 SITE CONTEXT.......................................................................................................................... 8

Previous Use .............................................................................................................................. 8

2012 Planning Permission .......................................................................................................... 8

Public Transport ......................................................................................................................... 9

Pedestrian Access .................................................................................................................... 10

Cycle Access ............................................................................................................................ 11

Parking ...................................................................................................................................... 11

Personal Injury Accident Data .................................................................................................. 11

4 DEVELOPMENT PROPOSALS ............................................................................................... 13

Scheme Summary .................................................................................................................... 13

Site Access Arrangements ....................................................................................................... 13

Parking Provision ...................................................................................................................... 13

Site Accessibility ....................................................................................................................... 15

Servicing Arrangements ........................................................................................................... 15

Travel Plan................................................................................................................................ 16

5 TRAFFIC ASSESSMENT ......................................................................................................... 17

Survey Flows ............................................................................................................................ 17

Traffic Growth ........................................................................................................................... 17

Proposed Development Trips ................................................................................................... 17

Consented Use ......................................................................................................................... 18

Mode Share Assessment ......................................................................................................... 19

Trip Assignment ........................................................................................................................ 20

6 JUNCTION ASSESSMENT ...................................................................................................... 21

Barrack Road / Site Access Analysis ....................................................................................... 21

Regent Square Analysis ........................................................................................................... 21

Barrack Road / Lorne Road Analysis ....................................................................................... 22

7 SUMMARY AND CONCLUSION .............................................................................................. 24

General ..................................................................................................................................... 24

Conclusion ................................................................................................................................ 24

Tables and Figures Table 3.1 Proposed Tesco - Peak Hour Vehicle Trip Summary ........................................................ 9 Table 3.2 Bus Frequency .................................................................................................................. 9 Table 5.1 Development Trip Assessment ....................................................................................... 18 Table 5.2 Proposed Tesco - Peak Hour Vehicle Trip Summary ..................................................... 19 Table 5.3 Traffic Comparison of Previous Agreed Application with Current Proposal ................... 19 Table 5.4 Development Mode Share .............................................................................................. 19 Table 6.1 Barrack Road / Site Access Junction – 2016 With Development .................................... 21 Table 6.2 Regent Square Junction – 2016 Without Development ................................................... 22 Table 6.3 Regent Square Junction – 2016 With Development ........................................................ 22 Table 6.4 Barrack Road / Lorne Road Junction – 2016 Without Development ............................... 22 Table 6.5 Barrack Road / Lorne Road Junction – 2016 With Development .................................... 23

Figure 1.1 Site Location Plan ............................................................................................................ 1 Figure 3.1 Site Context Plan ............................................................................................................. 8

Appendices

APPENDIX A Northamptonshire County Council Scoping Response APPENDIX B Accident Data APPENDIX C Site Plans APPENDIX D Site Access Arrangement APPENDIX E School Catchment Analysis APPENDIX F AutoTrack Assessment APPENDIX G Full Traffic Count Results APPENDIX H Calculation Tables & Flow Diagrams APPENDIX I TRICS Output APPENDIX J Junction Capacity Analysis

Job No Report No Issue no Report Name Page ST14269 001 003 Barrack Road, Northampton 1

1 Introduction 1.1 JMP Consultants Limited has been appointed by LGSS Property Services, on behalf of

Northamptonshire County Council, to undertake an assessment of the transport and highway considerations associated with the proposed redevelopment of the former Royal Mail Sorting Office at 55 Barrack Road, Northampton, NN1 1AA.

Background 1.2 The proposal site is located on Barrack Road (A508) approximately 750m to the north of

Northampton Town Centre and 300m north of the Regent Square junction. Figure 1.1 confirms.

Figure 1.1 Site Location Plan

Source: www.openstreetmap.org

1.3 The site is bordered to the south by The Castle Primary School and by the Leicestershire, Northamptonshire & Rutland Army Cadet Force. Alliston Gardens borders the site to the north with Barrack Road running adjacent to the eastern boundary. The immediate vicinity of the site is predominantly a residential area, however a variety of businesses including a golf shop, restaurant,

Barrack Road (A508)

Regent Square Junction

Proposal Site

Town Centre

Page Job No Report No Issue no Report Name 2 ST14269 001 003 Barrack Road, Northampton

public house and a fishing supplies store are located opposite the site on the east side of Barrack Road.

1.4 In October 2011 a planning application (Reference N/2011/0998) to develop a foodstore on the site was submitted to Northampton Borough Council. This application was granted full planning permission in November 2012. Planning permission included provision of a new signalised site access junction incorporating pedestrian crossings across Barrack Road and the site access. The foodstore permission has not been implemented.

1.5 A full site visit was conducted on Friday 2nd May 2014. Observations recorded on the site visit have been used to inform this report.

Scheme Proposals 1.6 The proposal is to provide a 10FE (1500 pupil) secondary school, 300 space sixth form centre and

2 FE (420 pupil) primary school. The development will also provide a 175sqm nursery, a 165sqm cafe, a 1,300sqm gym and a residential development of 2 one bed and 5 two bed apartments. A total of 127 car parking spaces including 12 disabled spaces will be provided within the development.

Scope of Report 1.7 This report has been prepared giving due consideration to guidance contained in the Department

for Transport publication Guidance on Transport Assessments (GTA), March 2007. This document sets out the key matters which a Transport Statement (TS) should address.

1.8 In preparing this report we have consulted Northamptonshire County Council Highways (NCCH) to confirm the main matters this assessment should address. A scoping assessment was submitted to NCCH on the 9th May 2014 with a copy of this submission and NCCH’s response provided at Appendix A.

1.9 The remainder of this report is split across six further sections. Section 2 sets out the key transport and highway policy context relevant to the proposed development with Section 3 providing the site context. Section 4 explains the scheme development including the traffic, transport and highway considerations with Section 5 summarising the trip impact of the scheme. Section 6 explains the information that is to be provided in an addendum to this Transport Assessment with Section 7 providing the conclusions to the report.


2 Planning Policy

General 2.1 This section of the Transport Assessment sets out the relevant current national and local transport

planning policy relevant to the proposed development.

National Policy National Planning Policy Framework (NPPF) (2012)

2.2 The final version of the NPPF was published on 27 March 2012. This document provides information as to how the Government expects planning policies across England are to be applied. The NPPF defines the delivery of sustainable development through three roles:

Planning for prosperity (an economic role);

Planning for people (a social role); and

Planning for places (an environmental role).

2.3 NPPF recognises that transport policies have an important role in wider sustainability and health objectives as well as their direct influence on development. It seeks to ensure that the transport system is balanced in favour of sustainable transport modes giving people a real choice about how they travel.

2.4 The NPPF states that ‘plans should protect and exploit opportunities for the use of sustainable transport modes for the movement of goods or people’. Therefore, developments should be located and designed where practical to (para. 35), among other things:

Accommodate the efficient delivery of goods and supplies;

Give priority to pedestrian and cycle movements, and have access to high quality public transport facilities; and

Create safe and secure layouts which minimise conflicts between traffic and cyclists or pedestrians.

2.5 At the heart of the NPPF is a presumption in favour of sustainable development which ‘should be seen as a golden thread running through both plan making and decision taking.’ It is also stated that ‘Policies in Local Plans should follow the approach of the presumption in favour of sustainable development so that it is clear that development which is sustainable can be approved without delay’.

2.6 It states that all developments that generate significant amounts of movement should be supported by a Transport Statement or Transport Assessment also explaining that plans and decisions should take account of whether;

The opportunities for sustainable transport modes have been taken up depending on the nature and location of the site, to reduce the need for major transport infrastructure.

The needs of people with disabilities travelling to the site via all modes of transport can be met.

Improvements can be undertaken within the transport network that cost effectively limit the significant impacts of the development. Development should only be prevented or refused on transport grounds where the residual cumulative impacts of development are severe.


Department for Transport Guidance on Transport Assessment (GTA) (2007)

2.7 The GTA ‘is intended to assist stakeholders in determining whether an assessment may be required and, if so, what the level and scope of that assessment should be. It provides guidance on the content and preparation of TAs and TSs’.

2.8 This document states that a TA should address the following issues:

Reducing the need to travel, especially by car – ensure, at the outset, that thought is given to reducing the need to travel; consider the types of uses (or mix of uses) and the scale of development in order to promote multipurpose or linked trips.

Sustainable accessibility – promote accessibility by all modes of travel, in particular public transport, cycling and walking; assess the likely travel behaviour or travel pattern to and from the proposed site; and develop appropriate measures to influence travel behaviour.

Dealing with residual trips – provide accurate quantitative and qualitative analyses of the predicted impacts of residual trips from the proposed development and ensure that suitable measures are proposed to manage these impacts.

Mitigation measures – ensure as much as possible that the proposed mitigation measures avoid unnecessary physical improvements to highways and promote innovative and sustainable transport solutions.

2.9 Appendix B provides guidance on the appropriate assessment for a wide ranging variety of land uses. With regard to Land Use D1 Non-residential institutions, which includes non-residential education and training centres a Transport Assessment and Travel Plan is deemed to be required if the total GFA is more than 1000sq.m.

Local Policy West Northamptonshire Joint Core Strategy

2.10 The West Northamptonshire Joint Core Strategy (JCS) when adopted will ‘provide a long-term vision for the area with an overall framework in which more detailed plans will be drawn up and decisions made.’

2.11 A pre submission document was prepared in 2011 setting out a planning strategy for the West Northamptonshire area with this designed to meet the long-term vision of the area and also provide core strategic policies which will provide guidance to the 4 councils within the area. Since publication of this document alterations have been proposed with the JCS the subject of public examination. Review of examination submissions identifies that none fundamentally alter the transport and highway matters set out within the 2011 document and as such the review that follows is based on the 2011 document.

2.12 The JCS comments that ‘historically the provision of infrastructure within West Northamptonshire has failed to keep pace with and fully support a growing population.’ Infrastructure including utilities, education and health are essential in order to support residential developments within West Northamptonshire.

2.13 The JCS makes clear reference to the importance of travel within West Northamptonshire. ‘It is important for economic prosperity and quality of life that people can easily reach important facilities such as education, employment, healthcare facilities, shops and leisure attractions. At present there are a high number of car journeys within and between urban areas leading to congestion.’


Given these considerations the JCS highlights that all new developments should be within easy reach of a variety of transport modes including walking, cycling and public transport.

2.14 Policy E6 of the JCS - titled Education, Skills and Training states that ‘New educational facilities will be encouraged and should be developed at sites which are accessible by sustainable transport modes.’ In relation to this the JCS also makes reference to the benefit in locating educational facilities in town centres as it helps to improve the vitality and viability of the town centres.

2.15 It is discussed within the JCS that the Northampton Central Area Action Plan (which itself is examined in this chapter) must work in tandem with the JCS to ensure that planning policies for Northampton’s central area actively support regeneration projects.

Northamptonshire Transportation Plan (March 2012)

2.16 The Northamptonshire Transportation Plan (NTP) was published by Northamptonshire County Council (NCC) in March 2012 and replaces the county’s interim Third Local Transport Plan. It sets out plans and policies for future transportation in Northamptonshire, as well as how those plans will be implemented. The Plan consists of a suite of ‘daughter’ documents which address strategies for a range of topic areas (e.g. bus strategy, cycling strategy) and geographic areas.

2.17 The aim of the Transportation Plan is to deliver a transportation system which is ‘fit for purpose.’ This overarching aim is broken down into six objectives:

Fit for the future – creating a system which supports, encourages and plans for future growth

Fit for the community – maintaining and creating cohesive, sustainable communities where people are actively involved in shaping the places in which they live

Fit to choose – ensuring people have the information and options available to choose the form of transport they use for each journey

Fit for economic growth – supporting economic growth and regeneration

Fit for the environment – minimising and reducing the effect of travel on the built, natural and historic environment

Fit for best value – focusing on value for money and benefiting the community as a whole

2.18 The document contains a range of strategic policies, those which are of clear relevance to this application are recorded below.

Strategic Policy 3 of the NTP states that:

‘We will ensure that all new developments are well connected by public transport and walking, cycling and motor vehicles routes, to the existing transport network or one that can be reasonable expected to be created – this will allow ease of movement between the development and existing built up areas and provide access to employment and key services.’

Strategic Policy 15 of this document asserts that:

‘We will seek to improve accessibility to employment and services such as healthcare, leisure and education for all people of Northamptonshire, including those who, for whatever reason, have access to a limited range of transport modes.’


Northampton Town Transport Strategy, December 2012

2.19 The Northampton Town Transport Strategy (NTTS) is one of the thematic daughter documents produced under the Northamptonshire Transportation Plan. It was adopted in December 2012, following a consultation in autumn 2012. The Strategy establishes NCC’s vision for transport associated with Northampton up to 2026.

2.20 The objectives of the NTTS are:

To have sustainability at its core, whilst initially balancing the regeneration demands of the town;

To make the Northampton of the future a connected town;

To achieve significant modal shift away from the car; and

To support and enable Northampton’s regeneration, including Northampton Alive sites and the Waterside Enterprise Zone.

Northampton Central Area Action Plan (NCAAP) (2013)

2.21 This document was adopted on 21st January 2013 and aims to provide a consistant strategic framework for the redevelopment of the area whilst ‘protecting and enhancing its intrinsic historic built character.’

2.22 The NCAAP makes direct reference to the site as Policy 34: Former Royal Mail Sorting Office. This Policy states that any redevelopment of the site shall ‘provide improvements to pedestrian crossings along Barrack Road and enhance links to the town centre and Racecourse.’ Furthermore it also comments that a redevelopment must ‘incorporate appropriate vehicular access arrangements that are sympathetic in their design to the adjacent Barrack Road Conservation Area.’

2.23 Policy 9 of this document, titled Pedestrian and Cycling Movement Framework comments that ‘residential or commercial developments required to undertake a transport assessment and/or statement within the central area boundary will, undertake a full audit of walking and cycling in the vicinity of the proposed site. The audit will consider general non-motorised movement, missing links and links to other major attractions.’

2.24 Key issues stated within the NCAAP include the need for ‘improvements to increase the present educational provision within the Central Area.’ and the ‘regeneration of large parts of the central area including redundant former employment areas.’

2.25 The NCAAP comments that in relation to policy 10 and car parking that ‘multiple use will be encouraged, for example, office parking by day, leisure, recreation and residential parking by night.’ Given that there is generally an oversupply of parking within the town centre the NCAAP identifies that properties within the town centre boundary, will have their private parking provision set at a maximum of 50% of the standards for the rest of the town.

2.26 The NCAAP also provides guidance on car park design stating that ‘within car parking areas a clear zone of 6.0 metres is required between opposing parking spaces. This may be reduced to 4.2 metres for 60-degree spaces and 3.6 metres for 45-degree spaces (the latter standard relates to one way traffic only.)

2.27 The document makes clear that cycle parking should be convenient to use, be secure and in areas of good surveillance that are well lit. Cycle parking should be provided in prominent sites. The


Sheffield stand is stated as the preferred method to provide cycle parking provision. Shelter should also be provided over the bicycle stands so as to provide cover from the weather.

Northamptonshire Smarter Travel Choices Strategy, October 2012

2.28 The Smarter Travel Choices Strategy is a daughter document of the Northamptonshire Transportation Plan. It was developed following consultation with the public and stakeholders in autumn 2012.

2.29 The aim of the Strategy is to use ‘soft’ measures to ‘help people reduce their car use by providing high quality, accurate and accessible information, while incentivising and enhancing the alternatives to driving alone’.

2.30 The document states that Travel Plans aim to ‘influence the mode of travel to create mode shift away from single car occupancy journeys. Travel Plans are subject to annual monitoring and review for the first five years with monitoring requirement beyond five years agreed as part of the travel plan.’

2.31 Within this is a policy to secure Travel Plans for all new developments – business, educational or residential (Smarter Travel Choices Policy 5). It is noted in the Strategy that Workplace Travel Plans are key to promoting more sustainable active travel choices. They benefit the community through reducing congestion, and benefit businesses through reduced travel times/costs and reduced absenteeism. The document also states that a good Workplace Travel Plan can reduce the number of people driving to work by 15% and in doing so this shall reduce transport related emissions. At present 37% of transport related emissions come from the journey to work and travelling as part of work.

2.32 Travel to schools can impact on the surrounding vicinity with localised congestion and perceived safety concerns with more parents opting to travel by car rather than foot. School Travel Plans encourage schools to use their own resources to introduce measures to assist cycling and walking and promotion of safety on the journey to school.

Northamptonshire Walking Strategy (January 2013), Northamptonshire Cycling Strategy (Januray 2013), Northamptonshire Bus Strategy January 2013

2.33 These 3 strategies are all ‘daughter’ documents of the Northamptonshire Transportation Plan. All 3 strategies state that more needs to be done to reduce traffic levels and promote the use of walking, cycling or the bus when travelling to work, school or for leisure.

2.34 Within the Walking Strategy it states that ‘Walking to school has health, educational and social development benefits for children; it improves their sense of independence and confidence and could help tackle the growing problem of childhood obesity as well as combating the congestion of the school run.’ Furthermore the need to combat parents providing their children with lifts to school is highlighted by the ‘school run accounting for 17% of traffic in urban areas.’ (DfT)

2.35 The Cycling Strategy highlights how cycling incentives can be included within Travel Plans as cycling to work and school has the greatest potential to deliver modal shift. These incentives include ‘mileage allowances, pool bikes, cycle skills training, the cycle to work scheme and a guaranteed ride home service, for instance if the staff member/pupils bike has been stolen.’


3 Site Context 3.1 The site is located at 55 Barrack Road and is approximately 750m to the north of Northampton

town centre. Figure 3.1 provides the Site Context Plan confirming the location of the site in relation to local transport facilities.

Figure 3.1 Site Context Plan

3.2 The A508 is a dual carriageway subject to a 30 mph speed limit and runs in a north-south orientation. Running south from the site it provides access to Northampton Town Centre and onwards to Junction 15 of the M1, via the A5076 and A5123. To the north the A508 provides access to the A14 and the town of Market Harborough.

3.3 A traffic enforcement camera is located directly outside the site on the footway adjacent to the northbound side of the carriageway. A further enforcement camera is located approximately 20m to the north of the site adjacent to the southbound side of the carriageway.

Previous Use 3.4 The site was previously occupied by The Royal Mail from the late 1970’s until 2003 as a sorting

office.

2012 Planning Permission 3.5 Planning permission was obtained in November 2012 to convert the former Royal Mail sorting

office into an A1 foodstore (Tesco) with a total floor area of 6,233 sq.m and associated parking.

Proposal Site

Cycle Route

Bus Stops

Traffic Enforcement Cameras

Barrack Road (A508)


3.6 The planning permission included agreement to install a new signalised junction at the site access / Barrack Road junction. The proposed junction arrangement included pedestrian crossings across the site access road and on Barrack Road across the southern arm of the junction.

3.7 The AM and PM peak vehicle trip attraction of the proposed store is identified in Table 3.1. Also provided is the traffic flow for what is forecast to be the school PM Peak of 15:00 – 16:00 i.e. the hour during which the school day ends.

Table 3.1 Proposed Tesco - Peak Hour Vehicle Trip Summary

AM Peak School PM Peak PM Peak

Arrival Departure Arrival Departure Arrival Departure Tesco Trips1 190 102 335 349 374 400

Public Transport Bus

3.8 The site is ideally located for bus access with both northbound and southbound bus within 50 metres of the site.

3.9 The northbound bus stop is located to the south of the site. This stop provides a shelter incorporating Real Time Passenger Information. The southbound bus stop is located between Leicester Street and Lorne Street opposite the site. This stop is defined by a post and flag arrangement. A pedestrian refuge is located directly outside the site on the A508 (Barrack Road) which provides a convenient crossing point for pedestrians accessing the southbound bus stop. Table 3.2 provides a full summary of all relevant services that serves the Barrack Road stops.

Table 3.2 Bus Frequency

Service number Route

One – Way Frequency

Weekday (Day)

Weekday (Evening) Saturday

Sunday & Public Holidays

15 (Stagecoach)

Acre Lane – Kingsthorpe – Town Centre

Every 20 minutes

Last service 20:19

Every 20 minutes

Every 30 minutes

16 (Stagecoach)

Ecton Brook – Town Centre – Holly Lodge Drive

Every 20 minutes

Every 20 minutes

Every 20 minutes

Every 20 minutes

17 (Stagecoach)

Ecton Brook – Town Centre – Holly Lodge Drive

Every 20 minutes None None None

21 (Unobus)

University –Town Centre – Rectory Farm

Every 15 minutes

Last service 19:07

Every 15 minutes None

60 (Centrebus)

Northampton - Guilsborough

Approximately every 2 hours

Last service 17:45

Approximately every 2 hours None

1 1 School PM Peak flows based on TRICS Trip Assessment provided at Appendix G of the Tesco Transport Assessment – September 2011.


X77/77 (Stagecoach)

Milton Keynes – Northampton - Leicester

Approximately every hour

Last service 18:41

Approximately every hour

Approximately every 2 hours

3.10 Review of the bus services identifies that six services stop on Barrack Road. Of these six, four run on a weekday frequency of at least one bus every 20 minutes. All services stop at Northgate Bus Station with three services providing access to the east of the town. Whilst no direct bus services run from Barrack Road to the west of the town services are available from the bus station.

Rail

3.11 The closest railway station to the site is approximately 1.2km to the south west. Northampton Railway Station is located on the Northampton loop of the West Coast Mainline. The station is operated by London Midland. Approximately 3 trains per hour, are provided southbound to London Euston and approximately 3 trains per hour are provided towards Birmingham New Street. These services are provided on weekdays, Saturdays and Sundays.

Pedestrian Access 3.12 Approximately 75m to the north of the site a controlled pedestrian crossing provides a pedestrian

route between Adelaide Street and the pedestrian entrance to The Racecourse park area.

3.13 To the north of the site footways are approximately 3m wide on the west side of the A508, Barrack Road and approximately 1.5-2m wide on the east side.

3.14 Footways are provided along both sides of Adelaide Street and Hester Street allowing pedestrian access from the west side of Barrack Road to the residential areas located to the north-west of the site.

3.15 A footpath is provided adjacent to the existing site access to the north of the site, on the west side of Barrack Road giving access to Alliston Gardens and the Semilong residential area to the north-west of the site. This route can also be used for pedestrian access to the residential areas to the south-west of the site.

3.16 A pedestrian crossing is located at the Barrack Road, St Georges Avenue signalised junction approximately 300m to the north of the site. Footways are provided on both sides of St Georges Avenue allowing further access to the footpath network across The Racecourse park area.

3.17 Pedestrian access to the east of the site is provided by a pedestrian refuge island directly outside the site. This gives pedestrian access to the residential area around Leicester Street, access to The Racehorse park area at the east end of Leicester Street and also the residential areas within the vicinity of Louise Road, Lorne Road and Bailiff Street.

3.18 Louise Road and Lorne Road are terraced streets located in a controlled parking area. Footways run along both sides of these streets, the width of these footways is approximately 1.5m. Both roads provide access to The Racecourse park area via Bailiff Street and the residential area beyond.

3.19 To the south of the site footways are provided along both sides of Barrack Road. The widths of these footways range between approximately 2 and 3 metres up to the Regents Square junction. Each arm of the Regents Square junction provides a pedestrian crossing


3.20 Footways are located along both sides of the A508 and provide pedestrians with easy access to the town centre and residential areas of Semilong and Queens Park. Footways also run along Mill Road and St George’s Street to the west and south of the site.

3.21 The footway and pedestrian crossing facilities provide connection to the wider town including the town centre and the residential areas of the town.

Cycle Access 3.22 A local cycle route is available less than 100m to the east of the site. This cycle route runs in a

north-south orientation providing access towards the town centre for residents living within Kingsthorpe and also the Moulton Park Industrial Estate. The cycle route terminates in the town centre at the junction of Bailiff Street and Campbell Square.

Parking 3.23 No parking is permitted along the northbound side of Barrack Road within the vicinity of the site;

this is defined by way of double yellow lines. Loading is restricted and not permitted between 08:00-09:30 and 16:30-18:00.

3.24 Along the southbound side of Barrack Road there are sporadic parking bays, each of which can accommodate approximately one or two vehicles. Parking is permitted within these bays for one hour only Monday to Saturday between 09:30 and 18:00 with no return within 1 hour.

3.25 On Leicester Street directly to the east of the site there is a stretch of single-yellow lines where parking and loading is not permitted between 08:00 and 09:30. During the rest of the day there are no restrictions on parking and loading.

3.26 Louise Road opposite the site provides a mixture of Residential Permit Parking only and 2 hours unrestricted parking between 08:00-18:00 Monday to Saturday (no return within an hour). This area is classified as Residential Parking Zone E.

3.27 Unrestricted parking is available to the north west of the site on Semilong Road, Lower Adelaide Street and Northcote Street.

3.28 Lorne Road and Louise Road both have restrictions for HGVs. 7.5 tonne vehicles and above are not permitted between the hours of midnight to 07:00 or 20:00 Monday to Friday or Saturday or Sunday at any time.

Personal Injury Accident Data 3.29 Accident data has been obtained from Northamptonshire County Council on Barrack Road from the

junction with Grafton Street/Campbell St/Broad Street (Regent Square) to the junction with St. Georges Avenue. Data has been supplied for the sixty month period up to March 2014. The data supplied is included at Appendix B.

3.30 A review of the data has identified that 36 accidents were recorded across the period identified. Five accidents led to serious injuries with slight injuries sustained in the remaining 31 incidents.

Serious Incidents

3.31 One serious incident was recorded on Barrack Road adjacent to the site. This incident took place when a pedestrian stumbled into an oncoming vehicle whilst crossing the carriageway. This


resulted in the pedestrian sustaining serious injuries. Another incident took place close to the site entrance at the junction of Barrack Road and Lorne Road. A passenger was walking up the stairs on a bus when the bus braked suddenly causing the passenger to fall down the stairs of the bus.

3.32 The third serious incident took place on Barrack Road approximately 70m south of the junction with Lorne Road. A pedestrian walked directly into the path of an oncoming vehicle, causing a collision and resulted in the pedestrian sustaining serious injuries.

3.33 The remaining serious incidents took place a greater distance from the site. These occurred on Campbell Street and Grafton Street. In both instances a pedestrian ran in to the path of a vehicle.

Slight Incidents

3.34 A slight accident occurred directly outside the site as a consequence of a rear-end shunt between two vehicles in slow moving traffic.

3.35 A total of six incidents occurred at the Barrack Road / Lorne Road junction these are summarised as follows:

Two where a car collided with a pedestrian;

Two where a car turned from Lorne Road to Barrack Road and collided with another vehicle.

Two where a car turned from Barrack Road to Lorne Road and collided with another vehicle

3.36 Of the six incidents one occurred whilst it was snowing.

3.37 Of the remaining 24 slight incidents one took place involving a primary school pupil. This occurred on Barrack road 40m south of the junction with Lorne Road. The girl ran out into the carriageway into the oncoming path of a vehicle causing slight injuries to the girl. Four incidents involved cyclists. One occurred when a car turned into the path of a cyclist a second when an HGV collided with the rear of a bicycle. A third occurred when a car collided with the rear of a bicycle and the fourth incident occurred when a cyclist failed to stop at a junction and collided with a passing motor vehicle.

3.38 One incident involving a motorcycle was registered. This took place on Barrack Road 25m north of the junction with St. Georges Street when a motorcyclist and taxi driver, both of whom were attempting to change lanes, collided; the motorcyclist sustained slight injuries. All other incidents occurred, according to the police records as a consequence of failing to stop at traffic lights or failing to stop in time leading to a rear-end shunt.

3.39 A small accumulation of incidents occurred at the Barrack Road / Lorne Road junction with all others distributed across the area of review. Primarily the reason for each incident, as recorded in the police records, suggest that if each road user had greater appreciation of their surroundings, and the presence of other road users, the incidents recorded could have been avoided.


4 Development Proposals

Scheme Summary 4.1 The main element of the scheme is the development of a 10FE (1500 pupil) secondary school, 300

space sixth form centre and 2 FE (420 pupil) primary school. In addition the scheme development includes:

175 sq.m nursery.

165 sq.m cafe.

1,300 sq.m. gym.

2 x 1 bed apartments and 5 x 2 beds apartments.

4.2 A 128 space car park is to be provided on site which includes 12 spaces for disabled users. The layout of the proposed site is identified by the plan provided at Appendix C

4.3 The precise staff requirements for the site is not yet known however it is forecast that 124 full time and 146 part time staff, equating to 197 full time equivalent staff, will be employed across all site uses.

Site Access Arrangements 4.4 Access to the site will be provided from the existing access road which runs along the northern site

boundary providing access to the new rear car park. A signalised junction arrangement will be provided which incorporates signalising Barrack Road, Leicester Street and the site access road. Preliminary design for the proposed arrangement is identified on the plan provided at Appendix D.

4.5 Pedestrian entrances are to be provided to all on site facilities from Barrack Road whilst a pedestrian and bicycle entrance is also to be provided for access to the primary and secondary school via Mill Road.

Parking Provision Car Parking

4.6 A car park for the site is to be provided to the rear of the site on the lower ground floor of the main building. The parking provision is to be split across the respective land uses as follows:

Primary School / Secondary School / Sixth Form – 86 spaces.

Nursery – 2 spaces.

Gym – 13 spaces.

Cafe – 1 space.

Apartments – 3 spaces.

Provision for disabled users – 12 spaces.

Dedicated school drop off / pickup spaces – 10 spaces.

4.7 The parking provision has been calculated based on the central area parking standards identified in the Northampton Central Area Action Plan (NCAAP). This identifies that ‘within the edge of the


town centre boundary as defined on the ‘proposals map’ private parking provision will be at a maximum of 50% of the standards.’ Consideration has also been given to the expected parking demand of the development.

4.8 Consideration of demand is a key component in determining the relevant provision when set against the requirement to deliver sustainable developments particularly in Town Centre locations. The key focus of the parking review has been to ensure adequate parking provision for school / sixth form staff along with staff and patrons of the gym.

4.9 A total of 86 spaces are to be allocated to the school. An additional 10 spaces are to be provided as dedicated drop off / pick up spaces for the schools with these most likely to located along the western side of the car park. These spaces will be kept clear for use by parents dropping off or picking up pupils at the start and the end of the school day.

4.10 The drop off / pick up spaces can be made available for other uses outside of the school day with use by the gym during late afternoon and evening periods most likely.

4.11 An additional school drop off / pickup area is to be located along the southern side of the car park. This area is sufficient to accommodate approximately 8 vehicles. In total the drop off spaces and drop off area will, combined, provide sufficient space to accommodate 18 vehicles.

4.12 The car park includes designated walk ways in order to minimise conflict between vehicles, pupils, staff and parents and it is envisaged that school teachers will assist in managing the operation of the car park during the start and end of the school day.

4.13 It is expected that a parking management plan will be complied and implemented ahead of the site opening so as to ensure efficient and equitable operation of the car park and so as to keep the drop off / pickup area clear during the AM and school PM Peaks.

Cycle Parking

4.14 The scheme proposals are to provide the following level of cycle parking provision:

Primary School – 30 spaces

Secondary / Sixth Form – 200 spaces

Other Staff / Visitor (located in car park area) – 22 spaces

Residential – 10 spaces

Other Visitor (located at the front of the site) – 6 spaces.

4.15 The other visitor spaces will be provided on the plaza at the front of the site. A total of 200 school pupil / staff cycle parking will be provided in a secure location along the northern boundary of the site as shown on the site layout plan provided at Appendix C. With the exception of the residential parking all other cycle parking will be provided within the secure car park area. Residential cycle parking is to be provided on level one of the new development with this accessible by both lift and stairs.

4.16 Whilst it is acknowledged that the school provision is below the preferred county standard it is considered a positive provision to support the aims of the Travel Plan when the development is first opened in 2016. It is accepted that future provision may need to be made available and this will be provided should mode share surveys, undertaken as part of a Travel Plan for the site, identify the demand for cycle parking is likely to exceed the amount provided.


Site Accessibility 4.17 It is expected that the majority of primary school children will live within two miles of the school.

This is based on evidence complied by Northamptonshire County Council for the five primary schools that are located closest to the proposal site; the five schools are Barry Primary, Castle Academy, Spring Lane, Stimpson Avenue and Vernon terrace. A copy of the analysis is provided at Appendix E

4.18 The review completed identifies that for the forecast September 2014 pupil intake three of the schools will see over 90% of the pupil intake drawn from the ward within which the school is located. Of the two other schools a total of 87% and 83% is to be drawn from the same ward, overall this equates to an average of 89%. The review also identifies than an average of no more than 5% of pupils will live beyond a two mile catchment of the school.

4.19 It is expected that the majority of the secondary school intake will be drawn from the new primary school and the existing five that are in close proximity to the school such that many of the catchment for the secondary school will be similar to the primary school.

4.20 It is forecast that the proposed primary school will have similar catchment characteristics to the nearby primary schools and as such the majority of pupils will be draw from the Semillon and Castle Wards. The review of the pedestrian infrastructure provided in Section 3 highlights that this is of a good standard when considering routes from the proposal site to residential areas within the Semilong and Castle wards. With the introduction of a new pedestrian crossing as part of the new Barrack Road / Leicester Street / Site Access junction, the pedestrian network is considered appropriate for those seeking to access the site.

4.21 It is acknowledged that some secondary pupils will be drawn from a larger catchment than a 2 mile radius and are therefore unlikely to walk to the school. Review of the bus services summarised in Section 3 identifies that regular bus services run from the Barrack Road stops providing connection to the north and east of the town. These services also connect the site to the bus station with services available to the west and south of the town. It is considered that these services provide good public transport links for secondary school pupils travelling from beyond a 2 mile radius.

Servicing Arrangements 4.22 Access to the site for service vehicles associated with both the school and commercial buildings

will be via the existing access road. Refuse collection will be made from the rear of the site whilst it is expected that delivery vehicles to the commercial units will stop on the access road and transfer deliveries, on foot, via the front entrance of each unit. A turning head is provided at the rear of the site, adjacent to the car park, in order to accommodate manoeuvring vehicles.

4.23 AutoTrack assessments for a refuse collection vehicle are provided at Appendix F. Also provided is an AutoTrack of a 10m rigid lorry providing evidence of the size of delivery vehicle that can be accommodated.

4.24 Site accessibility by a coach has also been considered. Review has identified that a 12m long vehicle can access the site, complete a three point turn at the end of the access road and then exit along the access road in forward gear. Larger vehicles are unlikely to be able to make such a manoeuvre. Given the potential restrictions for some coaches to have difficulty manoeuvring on site it is proposed that should coaches be used to take pupils on school trips these would wait along St George’s Street with pupils walking from the site to the waiting coaches.


Travel Plan 4.25 A Framework Travel Plan has been produced in conjunction with this Transport Assessment and is

submitted as part of the scheme planning application. This document has been prepared following discussions with one of Northampton County Councils Travel Plan Officers.


5 Traffic Assessment

Survey Flows 5.1 Details of traffic flows along Barrack Road adjacent to the site access were obtained from an

automatic traffic count (ATC) recorded on the 15th and 16th May 2014. This ATC was complemented by manual traffic counts (MTC) recorded at the following locations:

Barrack Road / Leicester Street / Site Access

Barrack Road / Lorne Road / Gibraltar Barracks Access Road

Barrack Road / Grafton St / Campbell St / Broad St (Regent Square)

5.2 The MTC recorded all traffic movements in 15 minute intervals, between the times of 07:30 – 09:30 and 14:30 – 18:30 on the 15th May 2014. The PM survey included the time period (15:00 – 16:00). This is the time period during which the school day will end and assessment of this period has been included at the request of NCCH. The full survey results are provided at Appendix G.

Traffic Growth 5.3 This traffic assessment is based upon a forecast opening year of 2016. AM and PM peak weekday

growth factors have been derived from Version 6.2 of the computer software program TEMPRO for the Northampton urban area, selecting principal roads. The growth rates were identified as follows:

Weekday AM: 1.0285

Weekday PM: 1.0283

5.4 The calculated growth rates are identified in the calculations tables provided at Appendix H along with network flow diagrams presenting the 2014 and 2016 flows.

Proposed Development Trips 5.5 Vehicle trip rates have been determined based on review of the TRICs database for relevant

equivalent land uses. Key points to note are as follows:

Trips rates are not considered for the cafe as it is considered this will not attract separate vehicle trips.

Trips rates determined for the secondary school have also been utilised to determine vehicular trips associated with the sixth form.

5.6 TRICS vehicular trip outputs are provided at Appendix I with a summary of how these have been calculated for each land use summarised below.

Multi modal sites have been utilised.

Sites within Greater London, Scotland and Ireland and sites situated ‘on the edge of town’ or ‘freestanding’ are discounted.

Nursery

5.7 Based on the criteria set out above four nursery schools are used in the TRICS assessment. The four nursery schools are located within suburban or edge of town centre locations in Manchester, Lowestoft, Tonbridge and Sunderland.


Primary School

5.8 Primary schools with pupil numbers between 100 and 800 pupils were selected for analysis. This provided four primary schools. Of the four two further schools were discounted. The reasons for this are as follows:

One is a faith school and as such is considered likely to have a wider catchment profile than the proposed school.

One was located in a village and as such this is not deemed a comparable location to the proposed scheme.

5.9 The two primary schools used to provide trip assessment information for the proposed primary school on site are located in the suburban areas of Plymouth and Liverpool.

Secondary School and Sixth Form

5.10 The analysis of the TRICS database for schools with pupil numbers between 500 and 2000 provided six secondary schools that matched the selection requirements. Private and faith schools were discounted due to the catchment areas of these schools likely to be larger than that of the proposed school in Northampton. Also discounted was a site in Andover which due to the lower area population and public transport characteristics was not considered comparable to the proposed development. This left two schools for analysis.

5.11 The two remaining schools were located in Oxford and Lincoln. The school in Oxford is located within a neighbourhood centre whilst the Lincoln school is situated in a suburban area.

Gym

5.12 Gyms within a range of 600 to 3000 sqm and those not in out of town retail parks were used to provide trip assessment information for the proposed gym. This provided three sites for analysis, these gyms are located within suburban areas of Peterborough, Lincoln and Liverpool.

5.13 The trip rates for each land use along with the total trips when applied to the development proposed are summarised in Table 5.1.

Table 5.1 Development Trip Assessment

Land Use AM Peak School PM Peak PM Peak

Arrival Departure Arrival Departure Arrival Departure Rate Trips Rate Trips Rate Trips Rate Trips Rate Trips Rate Trips

Nursery 4.940 9 4.096 7 2.169 4 1.867 3 2.530 4 3.313 6

Primary School 0.318 133 0.231 97 0.158 66 0.188 79 0.045 19 0.069 29

Secondary School & Sixth Form

0.091 164 0.037 67 0.034 61 0.061 110 0.020 36 0.033 60

Gym 0.878 11 1.223 16 1.022 13 0.835 11 3.525 45 1.971 25

Total 317 187 144 203 104 120

Consented Use 5.14 The trip attraction for the 2012 consented Tesco scheme is summarised in Table 5.2.


Table 5.2 Proposed Tesco - Peak Hour Vehicle Trip Summary

5.15 Given that the Tesco scheme has a valid planning permission the increase in trips associated with

the scheme can also be considered as permitted. In light of this and in line with the agreed scoping assessment, it is considered appropriate to offset the proposed scheme trips with the consented Tesco trips. The total new trips, over and above those consented under the Tesco scheme, can be determined by discounting the proposed development trips from the Tesco scheme. This provides the total trips presented in Table 5.3.

Table 5.3 Traffic Comparison of Previous Agreed Application with Current Proposal


Arrival Departure Arrival Departure Arrival Departure Tesco 190 102 335 349 374 400 Proposed Scheme Total

317 187 144 203 104 120

Difference +127 +85 -191 -146 -270 -280

5.16 As Table 5.3 shows the proposed development will have a smaller impact upon the local highway network than the permitted Tesco store would have in both the school PM peak and more traditional PM commuter peak. Overall therefore, and subject to appropriate design of the proposed Barrack Road / Leicester Street / Site Access signalised junction, the impact of the development in these two periods is considered acceptable.

Mode Share Assessment 5.17 Mode share for the main scheme elements has been derived from the TRICS sites that are utilised

to calculate the vehicle trip volumes. The mode share information has been utilised in the Framework Travel Plan to set initial mode share targets with the mode split summarised in Table 5.4.

Table 5.4 Development Mode Share

Pedestrians Vehicle Occupants

Public Transport Cyclists

Mode Share Trips

Mode Share Trips

Mode Share Trips

Mode Share Trips

Nursery 33.9% 64% 1.8% 0.3% Primary School 66.2% 28.9% 4.3% 0.5%

Secondary School & Sixth Form

56.7% 18.8% 14% 10.6%

Gym 12% 85% 0.5% 2.5%

AM Peak PM Peak PM Peak Arrival Departure Arrival Departure Arrival Departure

Rate Trips Rate Trips Rate Trips Rate Trips Rate Trips Rate Trips 3.042 190 1.638 102 5.383 335 5.594 349 6.001 374 6.410 400


Trip Assignment 5.18 Development trips associated with the proposal scheme have been assigned to the highway based

on the distribution of traffic in the Barrack Road / Lorne Road traffic survey. Assignment of development trips at the Regent Square junction is also in line with the distribution of traffic recorded in the survey of this junction. The flow diagrams provided at Appendix H confirm.


6 Junction Assessment 6.1 Junction capacity assessments have been undertaken in line with the agreed JMP scoping

submission and response from Northamptonshire County Council. The junctions assessed are as follows:

Barrack Road / Site Access Proposed Signal Junction

Regent Square Signal Junction

Barrack Road / Lorne Road Priority Junction.

6.2 Junction assessments have been completed for an opening year of 2016 with PM peak and Saturday peak analysis undertaken. Full model outputs are provided in Appendix J.

Barrack Road / Site Access Analysis 6.3 Access to the site will be via a new signal controlled junction. Capacity analysis of the junction has

been undertaken using the LINSIG computer programme.

6.4 Tables 6.1 below provide a summary of the degree of saturation and vehicle queue lengths on each arm of the junction for the new signal junction.

Table 6.1 Barrack Road / Site Access Junction – 2016 With Development AM Peak School PM Peak PM Peak

Max Deg Sat

Max Queue

Max Deg Sat

Max Queue

Max Deg Sat

Max Queue

Barrack Road (north)

59.3% 14 38.8% 8 43.4% 9

Leicester Street

8.5% 1 28.7% 2 76.5% 8

Barrack Road (south)

37.5% 8 45.5% 11 53.5% 13

Site Access 79.1% 8 76.6% 8 78.0% 6

6.5 The results of the LINSIG assessment highlight that the proposed design is adequate to accommodate all forecast traffic in each of the peak hours. It is also to be noted that the impact on traffic queues along Barrack Road are forecast to be less than would have been the case if the Tesco store was introduced.

Regent Square Analysis 6.6 The Regent Square junction has been assessed for the 2016 year of opening both with and without

the proposed development traffic.

6.7 Tables 6.2 – 6.3 below provide a summary of the degree of saturation and vehicle queue lengths on each arm of the junction for scenarios the proposed development.


Table 6.2 Regent Square Junction – 2016 Without Development AM Peak School PM Peak PM Peak

Max Deg Sat

Max Queue

Max Deg Sat

Max Queue

Max Deg Sat

Max Queue

Barrack Road (north) 75.8% 15 57.1% 8 62.2% 10 Campbell Street 76.8% 8 79.2% 12 89.4% 15

Broad Street 47.0% 6 65.2% 10 84.8% 14 Grafton Street 72.6% 16 65.8% 13 80.6% 19

Table 6.3 Regent Square Junction – 2016 With Development AM Peak School PM Peak PM Peak

Max Deg Sat

Max Queue

Max Deg Sat

Max Queue

Max Deg Sat

Max Queue

Barrack Road (north) 82.8% 18 62.2% 9 65.4% 11

Campbell Street 89.4% 12 86.0% 14 90.8% 16

Broad Street 50.4% 7 67.7% 10 87.2% 15 Grafton Street 74.8% 16 71.8% 13 83.7% 20

6.8 The evidence provided in Tables 6.2 and 6.3 highlights that the introduction of the proposed development traffic to the Regent Street junction will not have a significant impact upon the operation of the junction.

Barrack Road / Lorne Road Analysis 6.9 Junction capacity analysis has been undertaken for the Barrack Road / Lorne Road priority

junction. Capacity analysis has been undertaken using the PICADY computer program based on an opening year of 2016. PICADY is used to predict capacities, queues and delays at roundabout junctions.

6.10 Tables 6.4 – 6.5 below provide a summary of the RFC and vehicle queue lengths on each arm of the junction for scenarios both with and without the proposed development.

Table 6.4 Barrack Road / Lorne Road Junction – 2016 Without Development AM Peak School PM Peak PM Peak

Max RFC Max Queue

Max RFC Max Queue

Max RFC Max Queue

Lorne Road 0.288 0.40 0.266 0.36 0.265 0.36 Barrack Road (north) 0.000 0.00 0.007 0.01 0.005 0.01

Barrack Road (south) 0.192 0.24 0.221 0.28 0.150 0.01

Gibraltar Barracks Access

0.011 0.01 0.007 0.001 0.008 0.01


Table 6.5 Barrack Road / Lorne Road Junction – 2016 With Development AM Peak School PM Peak PM Peak

Max RFC Max Queue

Max RFC Max Queue

Max RFC Max Queue

Lorne Road 0.366 0.56 0.304 0.43 0.289 0.40 Barrack Road (north) 0.000 0.00 0.007 0.01 0.005 0.01

Barrack Road (south) 0.200 0.25 0.228 0.29 0.153 0.01


0.015 0.01 0.007 0.01 0.009 0.01

6.11 The evidence provided in Tables 6.4 and 6.5 highlights that the introduction of the proposed development traffic to the Barrack Road / Lorne Road junction will not have a negligible impact upon the operation of the junction.


7 Summary and Conclusion

General 7.1 This Transport Statement has been prepared by JMP Consultants Ltd in relation to the proposed

redevelopment of the former Royal Mail Sorting Office at 55 Barrack Road, Northampton, NN1 1AA

7.2 The proposal is to provide a 10FE (1500 pupil) secondary school, 300 space sixth form centre and 2 FE (420 pupil) primary school. The development will also provide a 175sqm nursery, a 165sqm cafe, a 1,300sqm gym and a residential development of 2 one bed and 5 two bed apartments. A total of 127 car parking spaces including 12 disabled spaces will be provided within the development. This includes arrangement to accommodate pupil drop off / pick up at the start and end of the school day.

7.3 Planning permission to develop a Tesco foodstore on the site was granted in 2012 and incorporated the provision of a new signalised junction at the junction of Barrack Road / Leicester Street / Site Access.

7.4 Review of the proposed scheme trip attraction and comparison with similar data from the Transport Assessment that supported the Tesco planning application has identified that the overall vehicular impact will be less. This is particularly evident during the mid afternoon peak, during the end of the school day, and PM commuter peak notably when total vehicle trips associated with the proposed development are notably lower than would be the case if the Tesco store was implemented.

7.5 A Framework Travel Plan has been prepared for the site in order to promote sustainable travel and encourage mode shift away from the car towards public transport, cycling and walking.

7.6 Preliminary design of a signalised junction has been completed for the Barrack Road / Leicester Street / Site Access junction. This incorporates pedestrian crossings across Barrack Road and the site access in order to facilitate the movement of pedestrians.

7.7 Junction capacity assessments, completed in line with the agreed scoping submission, confirm that the new development will not have a significant impact upon the local highway network.

Conclusion 7.8 Overall given the incorporation of a new junction arrangement on Barrack Road, and commitment

to introduce a Travel Plan for the site, the impact of the development is to be adequately mitigated such that the scheme can be considered acceptable from a transport and highways perspective.

Job No Report No Issue no Report Name ST14269 001 003 Barrack Road, Northampton

Appendix A

Northamptonshire County Council Scoping Response

1

Barrack Road, Northampton – Secondary School, Sixth Form and Commercial

Transport Assessment Scoping Introduction

1.1 JMP Consultants Ltd has been commissioned by LGSS to produce a Transport Assessment (TA) and Travel Plan (TP) to support the development of a new secondary school, sixth form and commercial space in place of the former Royal Mail Sorting Office on Barrack Road, Northampton.

1.2 This scoping document has been prepared to provide Northamptonshire County Council Highways (NCCH) with a summary of the transport and highway context of the scheme proposal and to meet the scoping requirements of The Department for Transport Guidance on Transport Assessments, March 2007. This scoping assessment follows an initial conversation with NCCH on the 8th May 2014.

1.3 In submitting this scoping assessment to NCCH we request confirmation that the proposed scope of the Transport Assessment is acceptable or, if further considerations are required, that details of these are provided as part of this scoping exercise.

Site Context

1.4 The proposal site is located on the west side of Barrack Street, approximately 250 metres (m) from the Regent Square Junction. The site location plan over the page confirms.

1.5 The site access is located to the north of the building. This is currently a priority junction arrangement incorporating a ghost island right turn.

Previous Schemes

1.6 In 2011 a planning application was submitted to redevelop the building to provide a foodstore. A Transport Assessment (TA) was prepared to support the planning application. The TA identified that a new signal controlled junction would be provided for the site access incorporating a pedestrian crossing of Barrack Road. In addition to the proposed site access arrangement junction capacity assessments were completed for the Regent Square junction.

1.7 Planning permission for this redevelopment was granted in 2012 incorporating the requirement to provide a signal controlled access junction including pedestrian crossing facilities.

Development Description

1.8 The proposed development will see the existing building retained with access to the site to be provided along the same alignment as the existing priority junction.

1.9 The scheme proposals can be summarised as follows:

1500 pupil secondary school.

250 pupil sixth form.

Lower ground floor car park.

Commercial space providing approximately 3,700 sq.m. GFA.

2

Pupil drop off area.

1.10 Initial discussions with NCCH has identified that a site access arrangement, similar to that permitted for the 2011/12 foodstore scheme will be required as part of the scheme proposals. In light of this the Transport Assessment will include a preliminary signal controlled junction design incorporating a pedestrian crossing facility.

Transport Assessment Structure

1.11 Taking account of the information contained within this scoping assessment, and the requirements of the GTA, we propose that the Transport Assessment will incorporate the following main matters:

Introduction

Transport Policy Context – Review of the national and local planning policy documents relevant to the proposed scheme.

Proposal Site

Regent Square Junction

Barrack Road

3

Site Context – A summary of the site location, details on site accessibility by foot, cycle and public transport along with a review of collision data within the vicinity of the site.

Proposed Development – Summary of the proposed scheme that will be the subject of a planning application. This will include a preliminary design for the access junction arrangements along with AutoTrack assessments for a Fire Tender and delivery vehicles accessing and manoeuvring on the site.

Trip Assessment – Assessment of the proposed site trip attraction for a weekday morning and afternoon peak period with adjustment made to take account of the foodstore trips permitted under the 2012 planning permission.

Traffic Growth – TEMPRO will be utilised to determine the forecast growth of background traffic.

Junction Capacity Assessment – AM and PM weekday peak hour junction capacity assessments to be completed for the proposed site access junction and the Regent Square junction. Each junction will be assessed for the year of proposed opening with and without development.

Summary and Conclusions.

Assessment Considerations

Traffic Survey Requirements

1.12 In order to complete the junction capacity assessments identified previously AM and PM surveys. This will incorporate review to coincide with both the end of the school day and the more traditional commuter peak.

Site Trip Attraction / Mode Split

1.13 Exact assessment of the site trip attraction will be confirmed in the TA however it is currently anticipate this will be based on relevant school mode share data available from NCCHs and / or use of the TRICs database.

Distribution of Trips

1.14 It is intended for trips to be assigned to the highway based on the expected school catchment. Details on the school catchment will be provided in the TA.

Comparison with Permitted Development Trips

1.15 Given that the site is the subject of an extant planning permission trips identified in the foodstore TA will be accounted for as committed development trips. The proposed development trips will be adjusted to take account of the difference between these and the permitted trips with this difference considered in the TA as new development trips.

Junction Capacity Assessments

1.16 Junction Capacity Assessments for signalised junctions will be completed utilising LINSIG. Capacity assessments will be completed for an opening year allowing for with and without development scenarios.

4

Travel Plan

1.17 A Travel Plan will be prepared and included as part of the planning application submission. This will be prepared giving due consideration to NCCH guidance and in consultation with the NCCHs School Travel Plan Officers.

Next Steps

1.18 JMP seeks confirmation from NCCH that the scope of the Transport Statement set out above is acceptable.

1

William Nelson

From: Sim-Jones, Rob [[email protected]]Sent: 13 May 2014 14:48To: Luke CraddyCc: [email protected]; Rowan ParnellSubject: RE: Barrack Road

Luke,

Thank you for your e-mail. I have the following comments to make on your TA Scoping Report:

• With regard to the commercial space proposed, please can you assess the worst case scenario in terms of

trip generation;

• The list of junctions to assess needs to include the Lorne Road/Barrack Road junction;

• The PM peak needs to pick up the school finish time and the traditional network peak hours;

• A contribution towards the Kingsthorpe Corridor Improvement scheme will be sought based on the traffic

generated by the development.

I trust this assists.

Kind regards,

Rob

Rob Sim-Jones Principal Engineer – Development Management Northamptonshire Highways Riverside House, Riverside Way, Bedford Road, Northampton, NN1 5NX DDI: +44(0)1604 364338 Web: www.mgwsp.co.uk;

From: Luke Craddy [mailto:[email protected]] Sent: 09 May 2014 13:57

To: Sim-Jones, Rob

Cc: [email protected]; Rowan Parnell Subject: Barrack Road

Good Afternoon Rob,

Further to my call and our conversation yesterday please find attached our Transport Assessment Scoping Report for

your consideration.

I would welcome your confirmation that you consider the report acceptable in order that we can progress our

assessment. Equally if you consider there is anything further that we will need to account for please let me know.

As mentioned yesterday we have a short turnaround period to complete our assessment and as such I would

welcome your response as early as possible next week as we are aiming to complete surveys at the end of the week.

2

Should anything in our scoping submission raise any queries I will be happy to discuss these with you either over the

phone or at a meeting.

Luke

Luke Craddy

Associate

JMP Consultants Ltd, 10 Victoria Street, Bristol, BS1 6BN

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Appendix B

Accident Data

AccsMap - Accident Analysis System

Police Ref. Date Acc Class Light Road Surface

Time

12/05/2014 Run on: SUMMARY REPORT TRAFFMAP

(60) months

Notes: Selected using Pre-defined Query : A508 Barrack Road Northampton in Part. 5 Years Collision Data up to and including the 28th February 2014.

Selection:

and Accidents between dates 28/02/2014 01/03/2009

Grid References Casualties Ftl Ser Slt

Causation Factors/ Prob Ped

L M DVehicle Types

Weather

1NCC-MGWSP Registered to:

WN098209 03/03/2009 1930 Slight Dark Wet/Damp 475357 261183 0 0 1 903V1A 802C1A 5 2 7 9 Raining without high winds WN126709 24/03/2009 1345 Slight Light Dry 475330 261681 0 0 1 405V1A 406V1A 0 0 0 9 21 9 Fine without high winds WN152809 13/04/2009 0810 Slight Light Dry 475342 261078 0 0 2 301V1A 0 0 0 9 9 Fine without high winds WN308609 23/07/2009 2150 Slight Dark Dry 475320 261056 0 0 1 602V1A 601V1A

701V1A 401V1A 405V1A 406V1A

0 0 0 9 9 9 Fine without high winds

WN348209 23/08/2009 1320 Slight Light Dry 475330 261091 0 0 1 405V1A 406V1A 0 0 0 9 1 Fine without high winds TN438409 17/10/2009 2230 Serious Dark Dry 475372 261251 0 1 0 806V1A 808V1A 5 3 3 9 Fine without high winds WN445309 23/10/2009 1045 Slight Light Dry 475372 261072 0 0 1 406V1A 0 0 0 19 9 Fine without high winds WN513009 06/12/2009 0054 Slight Dark Wet/Damp 475328 261067 0 0 2 306V1A 307V1A

103V1A 903V2A 0 0 0 9 9 Raining without high winds

WN136410 29/03/2010 1850 Slight Dark Wet/Damp 475375 261399 0 0 2 405V1A 408V1A 0 0 0 9 9 Raining without high winds WN140310 01/04/2010 1500 Slight Light Wet/Damp 475344 261573 0 0 1 802C1A 803C1A

808C1A 801C1A 5 4 6 9 Fine without high winds

WN146910 08/04/2010 1030 Slight Light Dry 475354 261565 0 0 6 405V1A 406V1A 0 0 0 9 11 Fine without high winds WN184510 20/04/2010 1055 Slight Light Dry 475341 261064 0 0 1 405V1A 301V1A 0 0 0 9 9 Fine without high winds WN239310 12/06/2010 0050 Slight Dark Dry 475342 261079 0 0 2 301V1A 301V2A 0 0 0 9 9 Fine without high winds WN482910 26/11/2010 1950 Slight Dark Frost/Ice 475339 261697 0 0 1 606V1A 403V1A 0 0 0 9 9 Fine without high winds WN526210 28/12/2010 1640 Serious Dark Wet/Damp 475353 261076 0 1 0 103V1B 804C1A

802C1A 804C1A 806C1A 803C1A

1 1 5 9 Raining without high winds

WN117711 01/04/2011 1730 Slight Light Dry 475378 261317 0 0 1 801C1A 808C1B 5 3 3 9 Fine without high winds WN171011 17/05/2011 1655 Slight Light Dry 475363 261485 0 0 1 802C1B 803C1B

804C1B 808C1A 1 3 2 19 Fine without high winds

WN226111 01/07/2011 1850 Slight Light Dry 475342 261081 0 0 1 305V1A 0 0 0 9 9 Fine without high winds WN229311 05/07/2011 2030 Slight Light Wet/Damp 475385 261322 0 0 1 405V1A 5 3 3 9 Raining without high winds WN291411 25/08/2011 1325 Slight Light Dry 475387 261322 0 0 1 405V1A 406V1B 0 0 0 19 1 Fine without high winds WN299211 31/08/2011 2345 Slight Dark Dry 475347 261068 0 0 1 501V1A 0 0 0 9 9 Fine without high winds WN004912 04/01/2012 2030 Slight Dark Wet/Damp 475378 261318 0 0 1 0 0 0 9 9 Raining without high winds WN016912 19/01/2012 1329 Slight Light Wet/Damp 475339 261064 0 0 1 0 0 0 9 9 Fine without high winds WN181012 24/07/2012 1135 Slight Light Dry 475356 261493 0 0 1 408V1A 1 1 3 9 Fine without high winds WN194212 07/08/2012 2025 Slight Dark Wet/Damp 475331 261548 0 0 1 308V1B 310V2B

405V1B 407V1B 409V2B 405V2B

0 0 0 9 1 Fine without high winds

AccsMap - Accident Analysis System

Police Ref. Date Acc Class Light Road Surface

Time

12/05/2014 Run on: SUMMARY REPORT TRAFFMAP

(60) months


Selection:


Grid References Casualties Ftl Ser Slt

Causation Factors/ Prob Ped

L M DVehicle Types

Weather


WN337412 16/10/2012 1530 Slight Light Dry 475359 261211 0 0 1 0 0 0 21 9 Fine without high winds WN290412 16/11/2012 1130 Slight Light Dry 475384 261306 0 0 1 0 0 0 9 9 Fine without high winds WN030913 13/02/2013 1615 Slight Light Snow 475383 261318 0 0 2 0 0 0 8 9 Snowing without high winds WN049713 09/03/2013 2300 Slight Dark Dry 475347 261061 0 0 1 1 3 1 8 Fine without high winds WN082213 19/04/2013 1453 Slight Light Dry 475332 261065 0 0 1 0 0 0 9 19 Fine without high winds WN095713 03/05/2013 2135 Slight Dark Dry 475341 261124 0 0 1 403V1B 605V2B

405V1B 405V2B 0 0 0 8 3 Fine without high winds

WN109313 25/05/2013 1345 Slight Light Dry 475346 261692 0 0 1 310V1A 602V1A 108V1A

0 0 0 1 9 Fine without high winds

WN184013 14/08/2013 0710 Serious Light Dry 475315 261066 0 1 0 706C1A 802C1A 1 4 8 9 Fine without high winds WN191413 27/08/2013 0912 Serious Light Dry 475386 261397 0 1 0 406V1A 803C1A

306V1A 602V1A 806C1B 706V1B

8 7 3 9 Fine without high winds

WN236413 18/10/2013 1549 Slight Light Dry 475368 261278 0 0 1 802C1A 808C1A 5 1 4 9 Fine without high winds WN300913 09/11/2013 1017 Serious Light Dry 475374 261329 0 1 0 0 0 0 11 Fine without high winds

Column Totals

36 Total number of accidents listed:

0 5 0

AccsMap - Accident Analysis System 12/05/2014 Run on: SELECTION RESULTS TRAFFMAP

(60) months


Selection:


Date Police Ref. Cas. Sev. Cycs Peds Ch OAPs Vis. Manv. Road Cond. Time Location


WN098209 03/03/2009 1 0 1 0 0 1930 Slight Dark No turn Wet/Damp A508, BARRACK ROAD, NORTHAMPTON. 112M N OF THE A4500 WN126709 24/03/2009 1 0 0 0 1 1345 Slight Light No turn Dry A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN152809 13/04/2009 2 0 0 0 0 0810 Slight Light No turn Dry A508, REGENT SQUARE, NORTHAMPTON. AT THE JCT WITH TH WN308609 23/07/2009 1 0 0 0 0 2150 Slight Dark No turn Dry A508, BROAD STREET, NORTHAMPTON. AT THE JCT WITH TH WN348209 23/08/2009 1 1 0 0 0 1320 Slight Light Left Dry A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH TN438409 17/10/2009 1 0 1 0 0 2230 Serious Dark No turn Dry A508, BARRACK ROAD, NORTHAMPTON. 70M SW OF THE D8960 WN445309 23/10/2009 1 0 0 0 0 1045 Slight Light Left Dry A4500, CAMBELL STREET, NORTHAMPTON. AT THE JCT WITH TH WN513009 06/12/2009 2 0 0 0 0 0054 Slight Dark No turn Wet/Damp A508, REGENT SQUARE, NORTHAMPTON. AT THE JCT WITH TH WN136410 29/03/2010 2 0 0 0 0 1850 Slight Dark No turn Wet/Damp A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN140310 01/04/2010 1 0 1 1 0 1500 Slight Light No turn Wet/Damp A508, BARRACK ROAD, NORTHAMPTON. 24M NW OF THE U8176 WN146910 08/04/2010 6 0 0 0 3 1030 Slight Light No turn Dry A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN184510 20/04/2010 1 0 0 0 0 1055 Slight Light No turn Dry A508, REGENT SQUARE, NORTHAMPTON. AT THE JCT WITH TH WN239310 12/06/2010 2 0 0 0 0 0050 Slight Dark No turn Dry A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN482910 26/11/2010 1 0 0 0 0 1950 Slight Dark Right Frost/Ice A508, KINGSTHORPE ROAD, NORTHAMPTON. AT THE JCT WITH TH WN526210 28/12/2010 1 0 1 0 1 1640 Serious Dark No turn Wet/Damp A4500, CAMPBELL STREET, NORTHAMPTON. AT THE JCT WITH TH WN117711 01/04/2011 1 0 1 0 0 1730 Slight Light Right Dry A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN171011 17/05/2011 1 0 1 1 0 1655 Slight Light No turn Dry A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN226111 01/07/2011 1 0 0 0 0 1850 Slight Light Right Dry A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN229311 05/07/2011 1 0 1 0 0 2030 Slight Light Right Wet/Damp A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN291411 25/08/2011 1 1 0 0 0 1325 Slight Light Right Dry A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN299211 31/08/2011 1 0 0 0 0 2345 Slight Dark No turn Dry A4500, CAMPBELL STREET, NORTHAMPTON. AT THE JCT WITH TH WN004912 04/01/2012 1 0 0 0 0 2030 Slight Dark Right Wet/Damp A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN016912 19/01/2012 1 0 0 0 0 1329 Slight Light No turn Wet/Damp A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH TH WN181012 24/07/2012 1 0 1 1 0 1135 Slight Light No turn Dry A508 ADELAIDE TERRACE, 25M N OF THE JUNCTION WITH U800 WN194212 07/08/2012 1 1 0 0 0 2025 Slight Dark No turn Wet/Damp U8176 HESTER ROAD 10M W OF JUNC WITH A508 WN337412 16/10/2012 1 0 0 0 0 1530 Slight Light No turn Dry A508, BARRACK ROAD, NORTHAMPTON. 121M NE OF THE U8391 WN290412 16/11/2012 1 0 0 0 0 1130 Slight Light Left Dry A508 BARRACK RD JUNCTION WITH U8248 LORNE RD WN030913 13/02/2013 2 0 0 0 0 1615 Slight Light Right Snow A508 BARRACK RD AND U8248 LORNE RD JUNC, NORTHAMPTON WN049713 09/03/2013 1 0 1 0 0 2300 Slight Dark No turn Dry JUNC OF A4500 CAMPBELL STREET AND A508 BROAD STREE WN082213 19/04/2013 1 0 0 0 0 1453 Slight Light Right Dry CA4500 CAMPBELL ST IN THE CENTRE OF THE JUNCTION WIT WN095713 03/05/2013 1 0 0 0 0 2135 Slight Dark No turn Dry A508 25M N OF JUNC WITH U8391 ST GEORGES ST NORTHAMPTON WN109313 25/05/2013 1 1 0 0 0 1345 Slight Light Left Dry C153 ST GEORGES AVENUE AT THE JUNCTION WITH A50 WN184013 14/08/2013 1 0 1 0 0 0710 Serious Light Right Dry A4500 GRAFTON STREET AT THE JUNCTION WITH A50 WN191413 27/08/2013 1 0 1 0 1 0912 Serious Light No turn Dry A508 BARRACK ROAD, NORTHAMPTON NEXT TO JUNCTION T

AccsMap - Accident Analysis System 12/05/2014 Run on: SELECTION RESULTS TRAFFMAP

(60) months


Selection:


Date Police Ref. Cas. Sev. Cycs Peds Ch OAPs Vis. Manv. Road Cond. Time Location


WN236413 18/10/2013 1 0 1 1 0 1549 Slight Light No turn Dry 40M SW OF JUNC U8248, LORNE RD & A508, BARRACK RD WN300913 09/11/2013 1 0 0 0 1 1017 Serious Light No turn Dry JUNC WITH U8428, LORNE RD & A508 BARRACK RD, NORTHAMPTON.

Column Totals 46 4 12 4 7

36 Total number of accidents listed:

No. of Accidents 4 12 4 5

TRAFFMAP

INTERPRETED LISTING

Run on:

05/ 12/2014 AccsMap - Accident Analysis System

(60) months

Notes: A508 Barrack Road Northampton in Part. 5 Years Collision Data up to and including the 28th February 2014.

Selection:


Selected using Pre-defined Query :

1Registered to: NCC-MGWSP

WN098209 03/03/2009 Time: 1930 1 1 Vehicles Casualties Slight

Raining without high winds

Wet/Damp

Darkness: street lights present and lit

V1 A POLIVE V ON GRADE ONE RESPONSE WITH LIGHT AND SIRENS ACTIVATED. PED1 STEPS OUT INTO THE ROAD IN BETWEEN PARKED VS AND INTO THE PATH OF V1 WHICH WAS TRAVELLING S ALONG CAMPBELL STREET.

Road surface:

Specia Road Type:

Tuesday

Acc Desc:

Light: Weather:

Polic Severity:

475,357 261,183 Easting: Northing:

Very Likely Very Likely

Casualty 1 Vehicle 1

Failed to look properly Emergency vehicle on call

6th: 5th: 4th: 3rd: 2nd: 1st:

Confidence: Participant: Causation

Factor:

Occurred on A508, BARRACK ROAD, NORTHAMPTON. 112M N OF THE A4500, CAMPBELL STREET.

Vehicl Car Going ahead No skidding, jack-knifing or overturning

First point of impact: Nearside Age o Breat Negative Vehicle direction: N S to

1

25 Driver Postcode: NN

Not in restricted lane

Not foreign registered vehicle FRV Journey as part of work Journey:

Casualty Reference: Age: Pedestrian Slight Severity: Female Pedestrian Direction: W

1 41


Fine without high winds

Dry

Daylight:street lights present

4

V1 FAILS TO STOP IN TIME AND COLLIDES WITH THE REAR OF V2 WHICH WAS STATIONARY AT TRAFFIC LIGHTS. V2 IS THEN PUSHED INTO THE REAR OF V3.

Road surface:

Specia Road Type:

Tuesday

Acc Desc:

Light: Weather:

Polic Severity:



Vehicle 1 Vehicle 1

Failed to judge other persons path or speed Failed to look properly



Factor:

Occurred on A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH THE B153, ST GEORGES AVENUE.

TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




Vehicl Goods >= 7.5 tonnes mgw Going ahead No skidding, jack-knifing or overturning

First point of impact: Front Age o Breat Negative Vehicle direction: S N to

1

Driver Postcode: NN28HQ


Not foreign registered vehicle FRV Journey as part of work Journey: Vehicl Car Waiting to go ahead but held up

No skidding, jack-knifing or overturning

First point of impact: Back Age o Breat Not requested Vehicle direction: S N to

2

61 Driver Postcode: NN73QW



Casualty Reference: Age: Driver/rider Slight Severity: Male 1 61

Vehicl Car Waiting to go ahead but held up No skidding, jack-knifing or overturning

First point of impact: Back Age o Breat Negative Vehicle direction: S N to

3

58 Driver Postcode: DE150AB


Not foreign registered vehicle FRV Other/Not known Journey:



Dry


Dual carriageway

V1 FAILS TO STOP AT RED TRAFFIC LIGHT AND COLLIDES WITH V2 WHICH WAS TRAVELLING E ALONG GRAFTON STREET THROUGH A GREEN TRAFFIC LIGHT.

Road surface:

Specia Road Type:

Monday

Acc Desc:

Light: Weather:

Polic Severity:


Very Likely Vehicle 1 Disobeyed automatic traffic signal



Factor:

Occurred on A508, REGENT SQUARE, NORTHAMPTON. AT THE JCT WITH THE A508, BARRACK ROAD.


First point of impact: Front Age o Breat Negative Vehicle direction: N S to

1

23 Driver Postcode: NN28HG




TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:





First point of impact: Front Age o Breat Negative Vehicle direction: W E to

2

57 Driver Postcode: NN73PR


Not foreign registered vehicle FRV Commuting to/from work Journey:




Dry


Dual carriageway

V1 HAS FAILED TO STOP IN TIME AND COLLIDES WITH THE REAR OF V2 WHICH WAS STATIONARY AT TRAFFIC LIGHTS. V2 IS THEN PUSHED INTO THE REAR OF V3. V1 THEN REVERSES AND DRIVES OFF.

Road surface:

Specia Road Type:

Thursday

Acc Desc:

Light: Weather:

Polic Severity:



Very Likely Very Likely Very Likely Very Likely

Vehicle 1 Vehicle 1 Vehicle 1 Vehicle 1 Vehicle 1 Vehicle 1

Failed to judge other persons path or speed Failed to look properly Junction overshoot Stationary or parked vehicle Aggressive driving Careless/Reckless/In a hurry



Factor:

Occurred on A508, BROAD STREET, NORTHAMPTON. AT THE JCT WITH THE A4500, GRAFTON STREET.


First point of impact: Front Age o Breat Driver no Vehicle direction: SW NE to

1

Driver Postcode: Unknown


Not foreign registered vehicle FRV Other/Not known Journey: Vehicl Car Waiting to go ahead but held up


First point of impact: Back Age o Breat Negative Vehicle direction: SW NE to

2

46 Driver Postcode: NN27BS




First point of impact: Back Age o Breat Negative Vehicle direction: SW NE to

3

31 Driver Postcode: NN48GA




TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:






Dry


Slip road

V2 WAS IN THE INSIDE OF LANE 2 WHEN V1 CUTS INFRONT OF V2 TO TURN LEFT INTO ST GEORGES STREET.

Road surface:

Specia Road Type:

Sunday

Acc Desc:

Light: Weather:

Polic Severity:



Vehicle 1 Vehicle 1




Factor:

Occurred on A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH THE D8350, ST GEORGES AVENUE.

Vehicl Car Turning left No skidding, jack-knifing or overturning

First point of impact: Nearside Age o Breat Driver no Vehicle direction: SW NW to

1



Not foreign registered vehicle FRV Other/Not known Journey: Vehicl Pedal cycle Going ahead


First point of impact: Front Age o Breat Not requested Vehicle direction: SW NE to

2




Casualty Reference: Age: Driver/rider Slight Severity: Female 1 34

TN438409 17/10/2009 Time: 2230 1 1 Vehicles Casualties Serious


Dry


PED1 HAS WALKED OUT INTO THE PATH OF V1 WHICH WA TRAVELLING SW ALONG BARRACK ROAD.

Road surface:

Specia Road Type:

Saturday

Acc Desc:

Light: Weather:

Polic Severity:



Vehicle 1 Vehicle 1

Careless/Reckless/In a hurry Impaired by alcohol



Factor:

TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




Occurred on A508, BARRACK ROAD, NORTHAMPTON. 70M SW OF THE D8960, LORNE ROAD.



1

23 Driver Postcode: NN48EY



Casualty Reference: Age: Pedestrian Serious Severity: Male Pedestrian Direction: E

1 34



Dry


Dual carriageway

V1 FAILS TO STOP IN TIME AND COLLIDES WITH THE REAR OF V2 WHICH WAS TURNING INTO A GARAGE.

Road surface:

Specia Road Type:

Friday

Acc Desc:

Light: Weather:

Polic Severity:


Very Likely Vehicle 1 Failed to judge other persons path or speed



Factor:

Occurred on A4500, CAMBELL STREET, NORTHAMPTON. AT THE JCT WITH THE A508, BARRACK ROAD.

Vehicl Goods <= 3.5 tonnes mgw Going ahead No skidding, jack-knifing or overturning

First point of impact: Front Age o Breat Negative Vehicle direction: NW SE to

1

47 Driver Postcode: NN72JZ


Not foreign registered vehicle FRV Journey as part of work Journey: Vehicl Car Waiting to turn left


First point of impact: Back Age o Breat Negative Vehicle direction: NW SE to

2

29 Driver Postcode: NN54BN






Wet/Damp


Dual carriageway

V1 HAS FAILED TO SEE V2 WHICH WAS ON A GRADE ONE CALL WITH EMERGENCY LIGHTS AND SIRENS ON AND COLLIDES WITH THE N/S OF V2 PUSHING IT INTO ROADSIDE FURNITURE. V2 HAS GONE THROUGH THE JCT ON A RED LIGHT.

Road surface:

Specia Road Type:

Sunday

Acc Desc:

Light: Weather:

Polic Severity:


TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:





Vehicle 2 Vehicle 1 Vehicle 1 Vehicle 1

Emergency vehicle on call Slippery road (due to weather) Travelling too fast for conditions Exceeding speed limit



Factor:

Occurred on A508, REGENT SQUARE, NORTHAMPTON. AT THE JCT WITH THE A4500, CAMPBELL STREET.

Vehicl Car Going ahead Skidded

First point of impact: Front Age o Breat Negative Vehicle direction: SW NE to

1

44 Driver Postcode: NN48NW





First point of impact: Nearside Age o Breat Negative Vehicle direction: E W to

2

26 Driver Postcode: NN40JQ






Wet/Damp


Single carriageway

V1 FAILS TO STOP IN TIME AND COLLIDES WITH THE REAR OF V2 WHICH WAS STATIONARY IN A QUEUE OF TRAFFIC.

Road surface:

Specia Road Type:

Monday

Acc Desc:

Light: Weather:

Polic Severity:



Vehicle 1 Vehicle 1

Sudden braking Failed to look properly



Factor:

Occurred on A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH THE ROYAL MAIL DEPOT.

TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




Vehicl Car Going ahead Skidded

First point of impact: Front Age o Breat Negative Vehicle direction: SE NW to

1

32 Driver Postcode: NN26BF



Casualty Reference: Age: Passenger Slight Severity: Female 1 28

Vehicl Car Waiting to go ahead but held up No skidding, jack-knifing or overturning

First point of impact: Back Age o Breat Negative Vehicle direction: SE NW to

2

30 Driver Postcode: NN26BS






Wet/Damp


PED1 HAS WALKED OUT FROM BEHIND STATIONARY VEHICLE IN LANE 2 AND INTO THE PATH OF V1 WHICH WAS TRAVELLING NW ALONG BARRACK ROAD.

Road surface:

Specia Road Type:

Thursday

Acc Desc:

Light: Weather:

Polic Severity:



Casualty 1 Casualty 1 Casualty 1 Casualty 1

Crossed road masked by stationary veh Careless/Reckless/In a hurry Failed to judge vehicles path or speed Failed to look properly



Factor:

Occurred on A508, BARRACK ROAD, NORTHAMPTON. 24M NW OF THE U8176, HESTER STREET.


First point of impact: Front Age o Breat Negative Vehicle direction: SE NW to

1




Casualty Reference: Age: Pedestrian Slight Severity: Male Pedestrian Direction: SW

1 15

TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:






Dry


Single carriageway

V1 HAS CHANGED LANES FROM LANE 1 INTO LANE 2 AND INTO THE PATH OF V2 WHICH WAS TRAVELLING SE ALONG BARRACK ROAD.

Road surface:

Specia Road Type:

Thursday

Acc Desc:

Light: Weather:

Polic Severity:



Vehicle 1 Vehicle 1




Factor:

Occurred on A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH THE U8176, HESTER STREET.

Vehicl Car Changing lane to right No skidding, jack-knifing or overturning


1

59 Driver Postcode: NN26QE


Not foreign registered vehicle FRV Other/Not known Journey: Vehicl Bus or coach Going ahead



2

37 Driver Postcode: NN38DD




Casualty Reference: Age: Passenger Slight Severity: Male 2 75





TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:






Dry


Dual carriageway

V1 HAS FAISL TO STOP AT TRAFFIC LIGHTS AND HAS PULLED OUT INTO THE JCT ADN INTO THE PATH OF V2 WHICH WAS TRAVELLING SW ALONG REGENT SQUARE.

Road surface:

Specia Road Type:

Tuesday

Acc Desc:

Light: Weather:

Polic Severity:



Vehicle 1 Vehicle 1

Disobeyed automatic traffic signal Failed to look properly



Factor:

Occurred on A508, REGENT SQUARE, NORTHAMPTON. AT THE JCT WITH THE A4500, CAMPBELL STREET.


First point of impact: Front Age o Breat Negative Vehicle direction: E W to

1



Not foreign registered vehicle FRV Other/Not known Journey: Vehicl Car Going ahead


First point of impact: Front Age o Breat Negative Vehicle direction: NE SW to

2

22 Driver Postcode: NN26PE






Dry


Dual carriageway

V1 WAS TRAVELLING E ALONG GRAFTON STREET. V2 WAS TRAVELLING S ALONG BARRACK ROAD. BOTH VEHICLES COLLIDE IN THE MIDDLE OF THE JCT AND BOTH DRIVERS STATE THEY WENT THROUGH A GREEN TRAFFIC SIGNAL.

Road surface:

Specia Road Type:

Saturday

Acc Desc:

Light: Weather:

Polic Severity:



Vehicle 2 Vehicle 1

Disobeyed automatic traffic signal Disobeyed automatic traffic signal



Factor:

TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




Occurred on A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH THE A4500, CAMPBELL STREET.



1

19 Driver Postcode: NN27BJ




First point of impact: Front Age o Breat Negative Vehicle direction: W E to

2

19 Driver Postcode: NN56XR







Frost/Ice


5

V1 HAS TURNED RIGHT INTO ST GEORGES AVENUE AND INTO THE PATH OF V2 WHICH WAS TRAVELLING S ALONG KINGSTHORPE ROAD.

Road surface:

Specia Road Type:

Friday

Acc Desc:

Light: Weather:

Polic Severity:



Vehicle 1 Vehicle 1

Poor turn or manoevre Inexperience of driving on the left



Factor:

Occurred on A508, KINGSTHORPE ROAD, NORTHAMPTON. AT THE JCT WITH THE C153, ST GEORGE

Vehicl Car Turning right No skidding, jack-knifing or overturning

First point of impact: Front Age o Breat Negative Vehicle direction: S NE to

1

18 Driver Postcode: NN27QB





2

33 Driver Postcode: NN27RP




TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




WN526210 28/12/2010 Time: 1640 1 1 Vehicles Casualties Serious


Wet/Damp


Dual carriageway

PED1 HAS RAN ACROSS THE ROAD AND INTO THE PATH OF V1 WHICH WAS TRAVELLING SE ALONG CAMPBELL STREET.

Road surface:

Specia Road Type:

Tuesday

Acc Desc:

Light: Weather:

Polic Severity:



Very Likely Very Likely Very Likely Possible

Casualty 1 Casualty 1 Casualty 1 Casualty 1 Casualty 1 Vehicle 1

Failed to judge vehicles path or speed Impaired by alcohol Wrong use of pedestrian crossing facility Failed to look properly Wrong use of pedestrian crossing facility Slippery road (due to weather)



Factor:

Occurred on A4500, CAMPBELL STREET, NORTHAMPTON. AT THE JCT WITH THE A508, BARRACK ROAD.


First point of impact: Nearside Age o Breat Negative Vehicle direction: NW SE to

1

51 Driver Postcode: NN13EE



Casualty Reference: Age: Pedestrian Serious Severity: Male Pedestrian Direction: S

1 68



Dry


Single carriageway

V1 HAS PULLED OUT OF LORNE ROAD ONTO BARRACK ROAD AND HAS COLLIDED WITH PED1 WHICH WAS CROSSING THE ROAD AT THE SAME POINT.

Road surface:

Specia Road Type:

Friday

Acc Desc:

Light: Weather:

Polic Severity:


Possible Very Likely

Casualty 1 Casualty 1

Careless/Reckless/In a hurry Crossed road masked by stationary veh



Factor:

Occurred on A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH THE U8248, LORNE ROAD.

TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:





First point of impact: Front Age o Breat Negative Vehicle direction: SE N to

1




Casualty Reference: Age: Pedestrian Slight Severity: Female Pedestrian Direction: E

1 27



Dry


Single carriageway

PED1 RUNS OUT INTO THE PATH OF V1 ON PEDESTRIAN CROSSING.

Road surface:

Specia Road Type:

Tuesday

Acc Desc:

Light: Weather:

Polic Severity:


Very Likely Very Likely Possible Possible

Casualty 1 Casualty 1 Casualty 1 Casualty 1

Careless/Reckless/In a hurry Wrong use of pedestrian crossing facility Failed to judge vehicles path or speed Failed to look properly



Factor:

Occurred on A508, BARRACK ROAD, NORTHAMPTON. AT THE JCT WITH THE U8001, ADELAIDE STREET.

Vehicl Goods <= 3.5 tonnes mgw Going ahead No skidding, jack-knifing or overturning


1

22 Driver Postcode: B903JU



Casualty Reference: Age: Pedestrian Slight Severity: Male Pedestrian Direction: NE

1 7



Dry


Dual carriageway

V1 TURNS RIGHT AT JCT ON A GREEN TRAFFIC SIGNAL BUT CONTRAVEENING A NO RIGHT TURN. V2 TRAVELLING S ALONG BARRACK ROAD COLLIDES WITH V1.

Road surface:

Specia Road Type:

Friday

Acc Desc:

Light: Weather:

Polic Severity:


TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




Very Likely Vehicle 1 Illegal turn or direction of travel



Factor:



First point of impact: Back Age o Breat Negative Vehicle direction: SW SE to

1

18 Driver Postcode: NN128SG




First point of impact: Front Age o Breat Negative Vehicle direction: NE SW to

2

26 Driver Postcode: NN28BW






Wet/Damp


Single carriageway

V1 TURNS RIGHT INTO LORNE ROAD AND COLLIDES THE PED1 WHO WAS CROSSING THE ROAD.

Road surface:

Specia Road Type:

Tuesday

Acc Desc:

Light: Weather:

Polic Severity:


Very Likely Vehicle 1 Failed to look properly



Factor:



First point of impact: Front Age o Breat Not requested Vehicle direction: SW SE to

1




TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




Casualty Reference: Age: Pedestrian Slight Severity: Male Pedestrian Direction: E

1 27



Dry


Single carriageway

V1 TURNS RIGHT INTO LORNE ROAD AND INTO THE REAR OF V2 WHICH WAS TRAVELLING S ALONG BARRACK ROAD.

Road surface:

Specia Road Type:

Thursday

Acc Desc:

Light: Weather:

Polic Severity:


Possible Very Likely

Vehicle 1 Vehicle 1




Factor:


Vehicl Goods <= 3.5 tonnes mgw Turning right No skidding, jack-knifing or overturning

First point of impact: Front Age o Breat Negative Vehicle direction: S SE to

1

21 Driver Postcode: NN57PR


Not foreign registered vehicle FRV Journey as part of work Journey: Vehicl Pedal cycle Going ahead


First point of impact: Front Age o Breat Not requested Vehicle direction: N S to

2

19 Driver Postcode: NN68HJ






Dry


Dual carriageway

V1 FAILS TO STOP IN TIME AND COLLIDES WITH THE REAR OF V2 WHICH WAS STATIONARY AT THE TRAFFIC LIGHTS.

Road surface:

Specia Road Type:

Wednesday

Acc Desc:

Light: Weather:

Polic Severity:


TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




Very Likely Vehicle 1 Impaired by alcohol



Factor:

Occurred on A4500, CAMPBELL STREET, NORTHAMPTON. AT THE JCT WITH THE A508, REGENT STREET.


First point of impact: Front Age o Breat Positive Vehicle direction: SE NW to

1

29 Driver Postcode: NN28AT


Not foreign registered vehicle FRV Other/Not known Journey: Vehicl Car Waiting to go ahead but held up


First point of impact: Back Age o Breat Negative Vehicle direction: SE NW to

2

28 Driver Postcode: NN13LJ






Wet/Damp


Single carriageway

V1 TRAVELLING N HAD TURNED RIGHT INTO LORNE ROAD AND INTO THE PATH OF V2 WHICH WAS ALSO TRAVELLING N.

Road surface:

Specia Road Type:

Wednesday

Acc Desc:

Light: Weather:

Polic Severity:




Factor:



First point of impact: Front Age o Breat Not requested Vehicle direction: S NE to

1

32 Driver Postcode: NN27HG



TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:






2

24 Driver Postcode: NN56XP






Wet/Damp


Dual carriageway

V1 ON GRADE 1 RESPONSE TRAVELLING S ALONG BARRACK ROAD THROUGH RED TRAFFIC SIGNAL AND COLLIDES WITH V2 WHICH DOESNT STOP FOR POLICE VEHICLE.

Road surface:

Specia Road Type:

Thursday

Acc Desc:

Light: Weather:

Polic Severity:




Factor:




1



Not foreign registered vehicle FRV Journey as part of work Journey: Vehicl Car Going ahead


First point of impact: Offside Age o Breat Negative Vehicle direction: E W to

2

40 Driver Postcode: NN56DP






Dry

Daylight: no street lighting

V1 N ON ADELAIDE TERRACE, CANNOT SEE PEDESTRIAN CROSSING DUE TO A PARKED HGV. V1 DOES NOT SEE RED SIGNAL ON PED CROSSING UNTIL TOO LATE, BRAKES HARD BUT COLLIDES WITH C1 WHO IS CROSSING THE ROAD ON THE CROSSING.

Road surface:

Specia Road Type:

Tuesday

Acc Desc:

Light: Weather:

Polic Severity:


TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




Very Likely Vehicle 1 Sudden braking



Factor:

Occurred on A508 ADELAIDE TERRACE, 25M N OF THE JUNCTION WITH U8001 ADELAIDE STREET



1

30 Driver Postcode: NN85NY



Casualty Reference: Age: Pedestrian Slight Severity: Male Pedestrian Direction: E

1 7



Wet/Damp


Dual carriageway

V2 CYCLYING W/B ON HESTER ST WHEN V1 MISJUDGES V2'S PATH AND COLLIDES WITH REAR.

Road surface:

Specia Road Type:

Tuesday

Acc Desc:

Light: Weather:

Polic Severity:


Possible Possible

Possible Possible Possible Possible

Vehicle 2 Vehicle 2 Vehicle 1 Vehicle 1 Vehicle 2 Vehicle 1

Failed to look properly Swerved Passing too close to cyclist, horse rider or pedestrian Failed to look properly Cyclist entering road from pavement Following too close



Factor:

Occurred on U8176 HESTER ROAD 10M W OF JUNC WITH A508


First point of impact: Front Age o Breat Negative Vehicle direction: E W to

1

19 Driver Postcode: NN26BB


Not foreign registered vehicle FRV Other/Not known Journey: Vehicl Pedal cycle Going ahead


First point of impact: Back Age o Breat Negative Vehicle direction: E W to

2

17 Driver Postcode: NN35EG



TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:







Dry


V1 FAILS TO STOP IN TIME AND COLLIDES WITH THE REAR OF V2 WHICH WAS STATIONARY IN A LINE OF TRAFFIC.

Road surface:

Specia Road Type:

Tuesday

Acc Desc:

Light: Weather:

Polic Severity:




Factor:

Occurred on A508, BARRACK ROAD, NORTHAMPTON. 121M NE OF THE U8391, ST GEORGES AVENUE.

Vehicl Goods >= 7.5 tonnes mgw Going ahead No skidding, jack-knifing or overturning

First point of impact: Front Age o Breat Not requested Vehicle direction: SW NE to

1





First point of impact: Back Age o Breat Not requested Vehicle direction: SW NE to

2

46 Driver Postcode: NN13EX






Dry


Dual carriageway

V2 TURNING LEFT OUT OF LORNE RD INTO BARRACK RD, V1 TRAVELLING S/W ON BARRACK RD COLLIDES WITH THE REAR OF V2

Road surface:

Specia Road Type:

Friday

Acc Desc:

Light: Weather:

Polic Severity:


TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:






Factor:

Occurred on A508 BARRACK RD JUNCTION WITH U8248 LORNE RD


First point of impact: Front Age o Breat Not requested Vehicle direction: NW SW to

1



Not foreign registered vehicle FRV Other/Not known Journey: Vehicl Car Turning left


First point of impact: Back Age o Breat Not requested Vehicle direction: SE SW to

2

50 Driver Postcode: NN35BW





Snowing without high winds

Snow


Single carriageway

V2 TRAVELLING S/B ON A508 WHEN V1 EXITS LORNE RD TO HEAD N/B ON A508 AND COLLIDES WITH R/N/S DOOR OF V2

Road surface:

Specia Road Type:

Wednesday

Acc Desc:

Light: Weather:

Polic Severity:




Factor:

Occurred on A508 BARRACK RD AND U8248 LORNE RD JUNC, NORTHAMPTON

Vehicl Taxi Turning right No skidding, jack-knifing or overturning

First point of impact: Front Age o Breat Not requested Vehicle direction: E N to

1

Driver Postcode:



TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:





First point of impact: Offside Age o Breat Not requested Vehicle direction: N S to

2

22 Driver Postcode: NN38HD




Casualty Reference: Age: Passenger Slight Severity: Male 2 30



Dry


Dual carriageway

C1 CROSSING CAMPBELL ST N/B FROM FROM SOUTH FOOTWAY TO CENTRE ISLAND. C1 CLAIMS V1 U/K TAXI RAN OVER TOE AND FAILED TO STOP.

Road surface:

Specia Road Type:

Saturday

Acc Desc:

Light: Weather:

Polic Severity:




Factor:

Occurred on JUNC OF A4500 CAMPBELL STREET AND A508 BROAD STREET NORTHAMPTON

Vehicl Taxi Going ahead No skidding, jack-knifing or overturning

First point of impact: Front Age o Breat Driver no Vehicle direction: E W to

1




Casualty Reference: Age: Pedestrian Slight Severity: Male Pedestrian Direction: N

1 33



Dry


Dual carriageway

V1 TRAVELLING S/W TO SOUTH (TURNING RIGHT) COLLIDES WITH V2 TRAVELLING S/W

Road surface:

Specia Road Type:

Friday

Acc Desc:

Light: Weather:

Polic Severity:


TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:






Factor:

Occurred on CA4500 CAMPBELL ST IN THE CENTRE OF THE JUNCTION WITH A508 BARRACK R


First point of impact: Front Age o Breat Positive Vehicle direction: SW S to

1

46 Driver Postcode: NN48SP


Not foreign registered vehicle FRV Other/Not known Journey: Vehicl Goods <= 3.5 tonnes mgw Going ahead


First point of impact: Front Age o Breat Negative Vehicle direction: SE SW to

2

26 Driver Postcode: NN57LR






Dry


V1 IN LANE 1 N/B A508. V2 ALSO N/B A508 PULLS OUT OF LANE 1 INTO LANE 2 TO OVERTAKE V1 AS WHICH POINT V1 INDICATES TO TURN RIGHT, TURNS RIGHT AND COLLIDES WITH V2

Road surface:

Specia Road Type:

Friday

Acc Desc:

Light: Weather:

Polic Severity:


Possible Possible Possible Possible

Vehicle 2 Vehicle 1 Vehicle 2 Vehicle 1

Failed to look properly Failed to look properly Inexperienced or learner driver/rider Poor turn or manoevre



Factor:

Occurred on A508 25M N OF JUNC WITH U8391 ST GEORGES ST NORTHAMPTON

Vehicl Taxi Changing lane to right No skidding, jack-knifing or overturning

First point of impact: Offside Age o Breat Negative Vehicle direction: S N to

1

41 Driver Postcode: NN32BY



TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




Vehicl Motorcycle over 50cc and up to 125cc Going ahead No skidding, jack-knifing or overturning


2

19 Driver Postcode: NN28HR






Dry


Dual carriageway

V1 TRAVELLING NORTH FAILS TO STOP AT CARRIAGEWAY AND COLLIDES WITH V2 TRAVELLING N/E TO SOUTH

Road surface:

Specia Road Type:

Saturday

Acc Desc:

Light: Weather:

Polic Severity:



Vehicle 1 Vehicle 1 Vehicle 1

Road layout (eg bend, hill etc.) Careless/Reckless/In a hurry Cyclist entering road from pavement



Factor:

Occurred on C153 ST GEORGES AVENUE AT THE JUNCTION WITH A508 BARRACK RD NORTHAMPTON

Vehicl Pedal cycle Going ahead No skidding, jack-knifing or overturning

First point of impact: Front Age o Breat Not requested Vehicle direction: S N to

1

25 Driver Postcode: Unknown




Vehicl Car Turning left No skidding, jack-knifing or overturning

First point of impact: Front Age o Breat Negative Vehicle direction: NE S to

2

55 Driver Postcode: GL52RS





Dry

Daylight: street lighting unknown

Dual carriageway

V1 TURNING RIGHT FROM BARRACK ROAD INTO GRAFTON ST, PED1 WALKS INTO THE PATH OF V1

Road surface:

Specia Road Type:

Wednesday

Acc Desc:

Light: Weather:

Polic Severity:


TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:






Failed to look properly Dazzling sun



Factor:

Occurred on A4500 GRAFTON STREET AT THE JUNCTION WITH A508 BARRACK ROAD NORTHAMPTON


First point of impact: Did not impact Age o Breat Negative Vehicle direction: NE W to

1

27 Driver Postcode: NN14QY



Casualty Reference: Age: Pedestrian Serious Severity: Female Pedestrian Direction: NW

1 46



Dry


Single carriageway

V1 TRAVELLING SOUTH. PED CROSSES INTO MIDDLE OF ROAD, PED STUMBLES INTO V1 AND A COLLISION OCCURS

Road surface:

Specia Road Type:

Tuesday

Acc Desc:

Light: Weather:

Polic Severity:


Possible Possible


Vehicle 1 Casualty 1 Vehicle 1 Vehicle 1 Casualty 1 Vehicle 1

Dazzling sun Impaired by alcohol Careless/Reckless/In a hurry Exceeding speed limit Failed to judge vehicles path or speed Failed to judge other persons path or speed



Factor:

Occurred on A508 BARRACK ROAD, NORTHAMPTON NEXT TO JUNCTION TO LEICESTER STREET (U8243)


First point of impact: Did not impact Age o Breat Negative Vehicle direction: N S to

1

37 Driver Postcode: NN26HQ



Casualty Reference: Age: Pedestrian Serious Severity: Male Pedestrian Direction: E

1 64

TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:






Dry


V1 TRAVELLING NE WHEN C1 RUNS OUT INTO N/S OF V1.

Road surface:

Specia Road Type:

Friday

Acc Desc:

Light: Weather:

Polic Severity:




Careless/Reckless/In a hurry Failed to look properly



Factor:

Occurred on 40M SW OF JUNC U8248, LORNE RD & A508, BARRACK RD, NORTHAMPTON.


First point of impact: Front Age o Breat Negative Vehicle direction: SW NE to

1

47 Driver Postcode: NN27AB



Casualty Reference: Age: Pedestrian Slight Severity: Female Pedestrian Direction: SE

1 10 School pupil to or from school



Dry

Daylight: no street lighting

Single carriageway

C1 BOARDED BUS, FINDING NO SEATS DOWNSTAIRS, PROCEEDED TO STAIRS TO UPPER LEVEL WHEN V1 BRAKED SUDDENLY CAUSING C1 TO FALL BACKWARDS TO FLOOR.

Road surface:

Specia Road Type:

Saturday

Acc Desc:

Light: Weather:

Polic Severity:




Factor:

Occurred on JUNC WITH U8428, LORNE RD & A508 BARRACK RD, NORTHAMPTON.

TRAFFMAP

INTERPRETED LISTING

Run on:


(60) months


Selection:




Vehicl Bus or coach Going ahead No skidding, jack-knifing or overturning

First point of impact: Did not impact Age o Breat Driver no Vehicle direction: SW NE to

1

30 Driver Postcode: Unknown



Casualty Reference: Age: Passenger Serious Severity: Female 1 66

Accidents involving:

Motor vehicles

2-wheeled motor vehicles

Pedal cycles

Total

Fatal Serious Slight Total

Casualties:

Vehicle driver

Passenger

Motorcycle rider

Cyclist

Pedestrian

Total

Fatal Serious Slight Total

36

2650 31

1100

0 0 4 4

0 5 31

0 0 19 19

0 1 9 10

0 0 1 1

0 0 4 4

0 4 8 12

46 410 5

Horses & other

Other

0 0 0 0

0 0 0 0


Appendix C

Site Plans


Appendix D

Site Access Arrangement

A

11.06.14

Tactile Paving on Access Road Amended

ZB CA LC

Approved

Drawing Status

Checked

Original drg. size

Drawn Approved

Date Scale

Title

Project

Date

Rev.

Client

Revision details

Drawn

This drawing is the property of JMP Consultants Limited and the

information can only be reproduced with their prior permission.

Drawing Number Rev.

Checked

Northamptonshire County Council

Barrack Road, Northampton

Proposed Barrack Road/Leicester Street

/Site Access Junction

ZB CA SD

A3 28.05.14 1:250

Information ST14296-02 -

Ordnance Survey Crown copyright [20 11] All rights reserved. Licence number 100017562


Appendix E

School Catchment Analysis

1

IInnttaakkee AAnnaallyyssiiss ooff PPrriimmaarryy SScchhoooollss aarroouunndd 5555 BBaarrrraacckk RRooaadd

-- Barry Primary - Castle Academy – Spring Lane - Stimpson Avenue - Vernon Terrace –

OOvveerrvviieeww

The following intake analyses are based on current allocations for 09/2014 reception classes in the five Northampton Town primary schools closest to the site of the former Royal Mail sorting office (as shown in Figure 1 below). All are NN1 schools, and there are no surplus places in any of these schools’ September reception cohorts.

Unlike schools in other parts of Northampton (such as the Eastern District or Kingsthorpe) patterns of intake into these schools are generally characterised by three features: (1). A high, or very high, proportion of pupils being drawn from the wards closest to each school, (2). A high degree of consistency in all year groups - the reception intake will tend to match the demographic characteristics and intake of older year groups, and (3). Pupils are usually drawn from a relatively small number of adjoining wards.

The addresses of all NCYR children currently allocated to these schools have been extracted, then geocoded (using MapInfo) to determine their home address. As Northampton schools do not have linked areas or ‘catchments’ per se, addresses have been coded to wards to give a clear overview of where the pupils on roll at these schools live.

Figure 1: 1:50,000 scale map of the Barrack Road site, and five closest adjoining primary schools

2

NNootteess

1. With the exception of Vernon Terrace (which is a 1fe school with a PAN of 30) all of these schools are 2 fe (PAN 60).

2. Continuing a trend which has been in evidence for the past five years, all reception classes in the five schools analysed here will either be full (Barry, Castle, Stimpson Avenue, Vernon Terrace) or oversubscribed (Spring Lane). As well as testifying to the continuing need for primary places in Northampton schools, this demonstrates the sustained degree of pressure on school places. It is also possible (as a result of late admissions and reconsiderations) that pupil numbers here may actually increase by September 2014.

11.. BBaarrrryy PPrriimmaarryy

AAddddrreessss BBaarrrryy RRooaadd,, NNoorrtthhaammppttoonn,, NNNN11 55JJSS WWaarrdd AAbbiinnggttoonn PPAANN 6600 NNCCYYRR iinnttaakkee ((0099//22001144)) 6600

Ward Name Number of NCYR children drawn

from ward

As % of all

children on roll in

NCYR Abington 36 60% Castle 14 23% Headlands 1 2% Kings Heath 1 2% Phippsville 2 3% Rectory Farm 1 2% Rushmills 2 3% St James 1 2% Talavera 1 2% Trinity 1 2%

Totals 60 100%

TTaabbllee 11:: Intake analysis of Barry Primary’s NCYR class (09/2014). The ward in which the school is located is highlighted.

36 (60%) of September’s reception intake are from the ward the school is located in, with a further 14 (23%) of children drawn from the adjacent Castle ward. A small proportion of this cohort is located in wards farther away from the school (10 children, or 16% of the intake) but only 3 live in wards (Rectory Farm, Talavera and Kings Heath) which would require a (straight line) journey in excess of 2 miles.

3

22.. CCaassttllee AAccaaddeemmyy

AAddddrreessss SStt GGeeoorrggee’’ss SSttrreeeett,, NNoorrtthhaammppttoonn,, NNNN11 22TTRR WWaarrdd SSeemmiilloonngg PPAANN 6600 NNCCYYRR iinnttaakkee ((0099//22001144)) 6600

Ward Name Number of

NCYR children drawn from

ward

As % of all children on roll in

NCYR Castle 32 53% Kings Heath 1 1.6% Rushmills 1 1.6% Semilong 25 42% St David's 1 1.6%

Totals 60 100% TTaabbllee 22:: Intake analysis of Castle Academy’s NCYR class (09/2014). The ward in which the school is located is highlighted.

25 (42%) of September’s reception intake are from the ward the school is located in, with over half of the intake drawn from the adjoining ward, Castle (32 children, or 53% of the intake). As such, in total, 95% of the schools’ intake (57 children) is drawn from addresses in the immediate vicinity of the school. Only 3 children (c. 5% of intake) are not drawn from nearby addresses/wards, but none in excess of two miles.

33.. SSpprriinngg LLaannee PPrriimmaarryy SScchhooooll

AAddddrreessss SSpprriinngg LLaannee,, NNoorrtthhaammppttoonn,, NNNN11 22JJWW WWaarrdd CCaassttllee PPAANN 6600 NNCCYYRR iinnttaakkee ((0099//22001144)) 6611


from ward

As % of all children on roll in NCYR

Brookside 2 3% Castle 31 51% Delapre & Briar Hill 1 2% Kings Heath 1 2% Oakley Vale (Corby) 1 2% Rushmills 1 2% Semilong 11 18% Spencer 3 5% Spring Park 1 2% St James 8 13% Trinity 1 2%

Totals 61 100% TTaabbllee 33:: Intake analysis of Spring Lane Primary’s NCYR class (09/2014). The ward in which school is located is highlighted.

4

Just over half of the reception intake for September 2014 (31 children or 51%) are drawn from addresses in the Castle ward. Children living in Semilong, St James and Spencer are all in wards adjacent to Castle, and combined, these wards contribute 22 children (36%) to Spring Lane’s reception classes. Children from eight other wards are also represented, though with the exception of one child drawn from Oakley Vale (Corby), these are all fairly close.

44.. SSttiimmppssoonn AAvveennuuee PPrriimmaarryy SScchhooooll

AAddddrreessss SSttiimmppssoonn AAvveennuuee,, NNoorrtthhaammppttoonn NNNN11 44LLRR WWaarrdd AAbbiinnggttoonn PPAANN 6600 NNCCYYRR iinnttaakkee ((0099//22001144)) 6600


from ward

As % of all children on roll in NCYR

Abington 39 65% Castle 13 22% Eastfield 1 2% Phippsville 3 5% Rectory Farm 1 2% Talavera 1 2% Trinity 1 2% Upton 1 2%

Totals 60 100%

TTaabbllee 44:: Intake analysis of Stimpson Avenue’s NCYR class (09/2014). The ward in which school is located is highlighted.

Nearly two-thirds (39 children, or 65% of intake) of the reception intake for September 2014 are drawn from the ward in which the school is located. All addresses in the adjacent Castle ward are also very close to the school so, in total, 52 children (87%) are drawn from the immediate vicinity. Three children (5%) are also drawn from the nearby Phippsville ward. Only five children (8% of intake) are drawn from locations which would require a longer journey (in excess of one mile), and of those, three (5%) live at addresses which are more than two miles from Stimpson Avenue (Upton, Rectory Farm and Talavera).

5

55.. VVeerrnnoonn TTeerrrraaccee PPrriimmaarryy SScchhooooll

AAddddrreessss VVeerrnnoonn TTeerrrraaccee,, NNoorrtthhaammppttoonn NNNN11 55HHEE WWaarrdd AAbbiinnggttoonn PPAANN 3300 NNCCYYRR iinnttaakkee ((0099//22001144)) 3300

Ward Name Number of

NCYR children drawn from

ward

As % of all on roll in

NCYR

Abington 7 23% Castle 16 53% Rushmills 2 7% Spencer 1 3% Spratton 2 7% St James 1 3% Talavera 1 3%

Totals 30 100%

TTaabbllee 55:: Intake analysis of Vernon Terrace’s NCYR class (09/2014). The ward in which school is located is highlighted.

A relatively small proportion of children on roll (seven, or 23% of the intake) are drawn from the ward in which the school is located. However, as many of the addresses in Castle are actually as close to the school as those in Abington, in total, 76% (23 children) of the NCYR intake is drawn from areas immediately around the school. A further four children (14%) are also drawn from the nearby wards of Rushmills (2), St James (1) and Spencer (1), leaving around three children (10% of intake) needing to travel more than 2 miles to the school.

Summary

School Size of NCYR intake

09/2014

Number of children

drawn from immediate

area (wards)

As % of intake

Number of children

needing to make

journeys in excess of two miles

As % of intake

Other children on roll

Barry Primary 60 50 83% 3 5% 7

Castle Academy 60 57 95% 0 N/A 3

Spring Lane 61 53 87% 3 5% 5

Stimpson Avenue 60 55 92% 3 5% 2

Vernon Terrace 30 27 90% 3 10% 0

Area schools’ average 89% 5%

Table 6: School-by-school summary – number and percentage of children living in immediate vicinity of each school and those

needing to travel in excess of two miles.

6

In all five schools, analysis of September 2014’s reception intakes indicates that the majority of children on roll are drawn from wards immediately around each school. On average, 89% of the intake of each school is drawn from nearby addresses.

A small number of children on roll in four of these five schools will be travelling in excess of two miles from home to school. However, this accounts for an average of 5% of intake at each school.

As the reception intake of each school will be representative of the demographics of each year group, it is possible to say that at least 80 - 90% of the intake of each school (all year groups) are drawn from the areas closest to the school. In some cases (Castle, Stimpson) this is likely to be significantly higher.


Appendix F

AutoTrack Assessment

Approved

Drawing Status

Checked

Original drg. size

Drawn Approved

Date Scale

Title

Project

Date

Rev.

Client

Revision details

Drawn

This drawing is the property of JMP Consultants Limited and the

information can only be reproduced with their prior permission.

Drawing Number Rev.

Checked

Northamptonshire County Council

Barrack Road, Northampton

Vehicle AutoTrack Assessments

ZB LC LC

A1 29/05/14 1:200

Information ST14296-01 A

6.33

0.82 3.7

Mini Bus

Overall Length6.330m

Overall Width2.192m

Overall Body Height2.601m

Min Body Ground Clearance0.374m

Track Width2.192m

Lock to Lock Time4.00s

Kerb to Kerb Turning Radius6.450m

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

10

1.4 6.1

FTA Design HG Rigid Vehicle (1998)

Overall Length10.000m

Overall Width2.500m

Overall Body Height3.645m

Min Body Ground Clearance0.440m

Track Width2.470m

Lock to Lock Time3.00s

Kerb to Kerb Turning Radius11.000m

A

12/06/14

Site Layout Updated

RO LC LC

11.347

1.82 1.75 3.352 1.396

Large Refuse Vehicle (4 axle)

Overall Length 11.347m

Overall Width 2.500m

Overall Body Height 3.751m

Min Body Ground Clearance 0.304m

Track Width 2.500m

Lock to Lock Time 6.00s

Wall to Wall Turning Radius 11.330m


Appendix G

Full Traffic Count Results

JMP

18414 – Barrack Rd,

Northampton

Thursday 15th till Tuesday 20th May 2014

Jigisha Parekh

Contents

1. Data Quality Assurance

2. Method of Survey.

3. Incidents Encountered During Surveys.

4. Weather Conditions.

5. Maps of Survey Locations.

6. Classified Turning Counts Results.

7. ATC Survey Results.

CTS Traffic & Transportation Ltd. Unit 14 Aqueduct Mill, Aqueduct Street, Preston, PR1 7JN

Tel: (01772) 251 400 Fax: (01772) 252 900 E-mail: [email protected] Web-site: www.ctstraffic.co.uk

Data Quality Assurance:

Inputted by: Jigisha Parekh Date: 27/05/2014

Analysis and Report by: Jigisha Parekh Date: 27/05/2014

Checked by: Victoria Hindle Date: 27/05/2014

Approved by: Joe Maclaren

Date: 27/05/2014

Method of Survey: VIDEO TURNING COUNTS:

Data was collected via high mast video units positioned at the following junctions and

analysed manually at a later date:

1. A508 Barrack Rd/ Leicester St/ Former Royal Mail Sorting Site Access 2. A508 Barrack Rd/ Lorne Rd/ Gibraltar Access Rd 3. A508 Barrack Rd/ Campbell St/ Broad St/ Grafton St/ George St

All possible traffic movements by lane were recorded in 15 minutes intervals, between

the times of 07:30 – 09:30 & 14:30 – 18:30 on Tuesday 15 May 2014. The results are

provided in an Excel spreadsheet. The following classifications were used:

Light vehicles, which include:

– Cars: taxis, state cars, ‘people carriers’ and other passenger vehicles (for

example, minibuses and camper vans) with a gross vehicle weight of less than

3.5 tonnes, normally ones which can accommodate not more than 15 seats. Three-

wheeled cars, motor invalid carriages, Land Rovers, Range Rovers and Jeeps and

smaller ambulances are included. Cars towing caravans or trailers are counted as

one vehicle;

– Light Goods Vehicles. Includes all goods vehicles up to 3.5 tonnes gross

vehicle weight (goods vehicles over 3.5 tonnes have sideguards fitted between

axles), including those towing a trailer or caravan. This includes all car delivery

vans and those of the next larger carrying capacity such as transit vans. Included

here are small pickup vans, three-wheeled goods vehicles, milk floats and

pedestrian controlled motor vehicles. Most of this group are delivery vans of one

type or another;

Heavy vehicles, which include:

– Heavy Goods Vehicles. Includes all rigid vehicles over 3.5 tonnes gross

vehicle weight with two or three axles. Includes larger ambulances, tractors

(without trailers), road rollers for tarmac pressing, box vans and similar large vans.

A two or three axle motor tractive without a trailer is also included;Buses and

Coaches (PSVs), which include:All public service vehicles and works buses

with a gross vehicle weight of 3.5 tonnes or more, usually vehicles with more than

15 seats.

ATC SURVEYS:

Classified volume and speed data was collected via ATC units positioned in Northampton.

Data was collected from Thursday 15th May till Tuesday 20th May 2014. Data is shown in

hourly intervals and by direction.

The following points were surveyed:

1. A508 Barrack Rd 2. St Michael’s Rd

The Vehicle Classifications used in this survey numbered in the data are as follows:

1. Pedal Cycles 2. Motorcycles 3. Passenger cars with or without trailers 4. LGVs with or without trailers 5. 2 axles rigid HGV 6. 3 axles rigid HGV 7. 4 axles rigid HGV 8. 3 axles articulated HGV 9. 4 axles articulated HGV 10. 5 or more axles articulated HGV 11. Buses and coaches

Incidents Encountered During Surveys: There were no significant events or unforeseen circumstances to affect the results of the

surveys.

Weather Conditions:

It was dry and clear during the survey time.

1 2 3

5 4

6 7 8

9 10

Junction 1

18414 – JMP – Barrack Rd, Northampton – Location Map

3

5 4

3 2 1

6 7 8

10 9

Junction 2

1 2 3 4

5

6

7 8

9

10 11

Junction 3

JMP 18414 - Barrack Rd, Northampton CTS Traffic & Transportation Ltd

Site 1: Barrack RdDirection: Northbound

PC MC Car LGV 2R HGV 3R HGV 4R HGV 3A HGV 4A HGV 5+A HGV PSV00:00 95 0 0 86 6 2 0 0 0 0 1 001:00 55 0 0 42 5 5 0 0 1 0 1 102:00 48 0 1 39 3 4 1 0 0 0 0 003:00 32 0 0 25 4 2 0 0 0 0 1 004:00 28 0 0 19 3 2 3 0 1 0 0 005:00 107 0 2 84 12 4 1 0 0 0 2 206:00 188 0 0 155 16 13 0 0 0 2 2 007:00 479 1 3 402 41 22 3 0 3 0 3 108:00 699 0 4 625 40 17 3 0 3 2 3 209:00 671 1 1 559 62 32 1 0 3 3 7 210:00 625 0 2 516 59 32 4 0 3 3 4 211:00 741 0 4 629 64 21 4 1 4 5 7 212:00 716 1 3 603 70 27 1 0 4 2 3 213:00 689 0 4 609 44 25 1 0 2 3 1 014:00 764 0 3 660 63 21 3 2 3 5 4 015:00 866 0 4 761 63 22 1 1 3 8 3 016:00 936 1 8 843 42 19 1 2 1 8 10 117:00 1069 0 6 971 65 12 3 0 6 2 3 118:00 791 0 6 710 42 13 2 2 0 12 3 119:00 711 0 4 643 39 15 1 2 0 2 5 020:00 593 0 5 518 50 12 0 0 1 4 2 121:00 439 1 2 401 23 7 1 0 1 2 1 022:00 412 0 2 362 38 8 0 0 0 2 0 023:00 204 0 1 180 18 3 1 0 1 0 0 0

07-19 9046 4 48 7888 655 263 27 8 35 53 51 1406-22 10977 5 59 9605 783 310 29 10 37 63 61 1506-00 11593 5 62 10147 839 321 30 10 38 65 61 1500-00 11958 5 65 10442 872 340 35 10 40 65 66 18

11:00 07:00 08:00 11:00 11:00 09:00 10:00 11:00 11:00 11:00 09:00 05:00741 1 4 629 64 32 4 1 4 5 7 2

17:00 12:00 16:00 17:00 12:00 12:00 14:00 14:00 17:00 18:00 16:00 12:001069 1 8 971 70 27 3 2 6 12 10 2PM Peak

AM Peak

Thursday 15 May 2014Class

TimeTotal

Volume

Total

1


2



07-19 9032 3 37 7911 649 248 10 8 45 57 53 1106-22 10775 4 48 9442 779 292 12 10 48 67 60 1306-00 11571 6 51 10127 868 303 12 10 50 68 63 1300-00 12009 6 53 10478 925 320 14 10 50 68 68 17

11:00 08:00 09:00 08:00 09:00 09:00 11:00 07:00 08:00 07:00 11:00 10:00710 1 8 623 74 28 2 1 9 3 6 3

16:00 15:00 16:00 16:00 13:00 14:00 19:00 15:00 16:00 13:00 15:00 12:00978 2 7 886 74 29 2 2 8 8 9 2

Total

AM Peak

PM Peak

Friday 16 May 2014Class

TimeTotal

Volume

3



07-19 7496 6 30 6651 513 165 12 2 21 50 39 706-22 8838 7 38 7821 633 195 12 2 25 56 41 806-00 9490 7 41 8393 699 202 12 2 26 58 42 800-00 10430 7 43 9135 875 216 14 3 27 59 43 8

11:00 10:00 10:00 11:00 09:00 08:00 11:00 03:00 10:00 11:00 11:00 07:00686 1 3 608 56 21 3 1 3 6 6 1

12:00 12:00 13:00 12:00 14:00 15:00 16:00 12:00 14:00 13:00 12:00 17:00804 2 5 728 50 20 3 0 4 9 6 2PM Peak

Saturday 17 May 2014Class

TimeTotal

Volume

Total

AM Peak

4



07-19 5798 2 44 5137 426 90 9 2 25 38 18 706-22 6936 2 54 6121 542 101 12 2 31 41 19 1106-00 7408 2 57 6542 585 105 12 2 31 41 20 1100-00 8336 2 57 7281 759 115 12 2 33 43 20 12

11:00 07:00 09:00 11:00 10:00 09:00 11:00 00:00 11:00 01:00 10:00 04:00546 1 3 492 40 10 2 0 7 1 2 1

12:00 15:00 18:00 12:00 14:00 13:00 13:00 13:00 15:00 12:00 12:00 14:00666 1 11 605 54 11 3 1 6 8 4 2PM Peak

AM Peak

Sunday 18 May 2014Class

TimeTotal

Volume

Total

5



07-19 8808 2 22 7650 697 268 17 6 29 57 45 1506-22 10522 5 29 9164 828 308 20 6 33 63 49 1706-00 11006 6 33 9585 869 321 20 6 35 63 51 1700-00 11322 7 34 9848 894 335 24 6 38 64 53 19

08:00 03:00 07:00 08:00 10:00 11:00 09:00 09:00 07:00 07:00 08:00 01:00695 1 2 618 68 28 4 2 4 5 6 2

17:00 21:00 15:00 17:00 12:00 14:00 17:00 13:00 12:00 16:00 16:00 13:001091 2 3 984 70 32 3 1 3 10 8 4

Monday 19 May 2014Class

TimeTotal

Volume

Total

AM Peak

PM Peak

6



07-19 8945 3 24 7741 734 279 18 4 31 51 48 1206-22 10673 4 29 9264 863 329 19 4 37 57 52 1506-00 11176 4 32 9718 893 341 19 4 38 59 52 1600-00 11614 4 36 10055 966 359 20 4 39 59 54 18

08:00 10:00 11:00 08:00 09:00 10:00 11:00 08:00 07:00 11:00 09:00 07:00699 1 3 617 73 31 3 1 5 5 4 3

17:00 13:00 16:00 17:00 14:00 12:00 18:00 17:00 16:00 17:00 17:00 12:001103 1 5 990 75 32 3 2 4 11 10 2PM Peak

ClassTime

Total Volume

Total

AM Peak

Tuesday 20 May 2014

7


Junction:

From:

Direction: Left Turn

To: Leicester St

Time Light Heavy Total

07:30 0 0 0

07:45 2 0 2

08:00 1 0 1

08:15 2 0 2

08:30 5 0 5

08:45 6 1 7

09:00 1 0 1

09:15 1 0 1

AM Peak 18 1 19

14:30 1 0 1

14:45 4 0 4

15:00 3 0 3

15:15 1 0 1

15:30 1 0 1

15:45 1 0 1

16:00 0 0 0

16:15 1 0 1

16:30 1 1 2

16:45 0 0 0

17:00 1 0 1

17:15 3 0 3

17:30 4 0 4

17:45 1 0 1

18:00 1 0 1

18:15 1 0 1

PM Peak 24 1 25

Total 42 2 44

1 : A508 Barrack Rd (North

Arm) /Leicester St /A508

Barrack Rd (South Arm)/Site

Access

A508 Barrack Rd (North

Arm) - ( Lane 1)

1


Junction:

From:


To: Leicester St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 1 0 1

09:00 1 0 1

09:15 0 0 0

AM Peak 2 0 2

14:30 2 0 2

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 1 0 1

16:30 1 0 1

16:45 0 0 0

17:00 1 0 1

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 1 0 1

PM Peak 6 0 6

Total 8 0 8

1 : A508 Barrack Rd (North Arm)

/Leicester St /A508 Barrack Rd

(South Arm)/Site Access

A508 Barrack Rd (North Arm) - (

Lane 2)

2


Junction:

From:


To: Leicester St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0





Lane 3)

3


Junction:

From:

Direction: Straight On

To:


07:30 73 9 82

07:45 71 9 80

08:00 101 6 107

08:15 108 8 116

08:30 104 5 109

08:45 78 6 84

09:00 43 5 48

09:15 47 4 51

AM Peak 625 52 677

14:30 2 0 2

14:45 7 1 8

15:00 4 1 5

15:15 3 0 3

15:30 5 0 5

15:45 4 0 4

16:00 7 2 9

16:15 0 0 0

16:30 6 0 6

16:45 4 0 4

17:00 5 0 5

17:15 17 4 21

17:30 25 3 28

17:45 24 4 28

18:00 36 3 39

18:15 11 2 13

PM Peak 160 20 180

Total 785 72 857




Access

A508 Barrack Rd (North Arm) -

( Lane 1)

A508 Barrack Rd (South Arm) -

(Lane 10)

4


Junction:

From:


To:


07:30 0 0 0

07:45 1 0 1

08:00 2 0 2

08:15 0 0 0

08:30 1 0 1

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 4 0 4

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 1 0 1

17:30 0 0 0

17:45 1 0 1

18:00 0 0 0

18:15 0 0 0

PM Peak 2 0 2

Total 6 0 6




Access


( Lane 1)


(Lane 9)

5


Junction:

From:


To:


07:30 1 0 1

07:45 3 0 3

08:00 3 0 3

08:15 1 0 1

08:30 3 0 3

08:45 14 2 16

09:00 5 2 7

09:15 1 0 1

AM Peak 31 4 35

14:30 0 0 0

14:45 1 0 1

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 1 1

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 1 1 2

Total 32 5 37


(Lane 10)


Lane 2)




6


Junction:

From:


To:


07:30 158 3 161

07:45 174 4 178

08:00 162 10 172

08:15 157 7 164

08:30 198 3 201

08:45 208 11 219

09:00 200 5 205

09:15 153 6 159

AM Peak 1410 49 1459

14:30 202 11 213

14:45 170 10 180

15:00 166 10 176

15:15 193 16 209

15:30 184 8 192

15:45 190 13 203

16:00 183 6 189

16:15 221 9 230

16:30 173 4 177

16:45 188 6 194

17:00 207 6 213

17:15 184 4 188

17:30 189 3 192

17:45 208 2 210

18:00 195 4 199

18:15 149 6 155

PM Peak 3002 118 3120

Total 4412 167 4579


(Lane 9)


Lane 2)




7


Junction:

From:


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 10)


Lane 3)




8


Junction:

From:


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 9)


Lane 3)




9


Junction:

From:

Direction: Right Turn

To: Site Access


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


Lane 1)




10


Junction:

From:


To: Site Access


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


Lane 2)




11


Junction:

From:


To: Site Access


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 1 0 1

15:00 0 0 0

15:15 1 0 1

15:30 0 0 0

15:45 0 0 0

16:00 1 0 1

16:15 0 0 0

16:30 0 0 0

16:45 1 0 1

17:00 1 0 1

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 5 0 5

Total 5 0 5





Lane 3)

12


Junction:

From: Leicester St


To:


07:30 1 0 1

07:45 1 1 2

08:00 0 0 0

08:15 4 0 4

08:30 0 0 0

08:45 1 0 1

09:00 1 0 1

09:15 2 0 2

AM Peak 10 1 11

14:30 0 0 0

14:45 0 0 0

15:00 1 0 1

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 1 0 1

16:15 1 0 1

16:30 0 0 0

16:45 0 0 0

17:00 1 0 1

17:15 3 0 3

17:30 3 0 3

17:45 0 0 0

18:00 2 0 2

18:15 0 0 0

PM Peak 12 0 12

Total 22 1 23

A508 Barrack Rd (South

Arm) - (Lane 10)




Access

13


Junction:

From: Leicester St


To:


07:30 1 0 1

07:45 1 0 1

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 1 0 1

09:00 0 0 0

09:15 0 0 0

AM Peak 3 0 3

14:30 2 0 2

14:45 2 0 2

15:00 11 0 11

15:15 4 0 4

15:30 5 0 5

15:45 3 0 3

16:00 2 0 2

16:15 5 0 5

16:30 2 0 2

16:45 2 0 2

17:00 1 0 1

17:15 2 0 2

17:30 0 0 0

17:45 3 0 3

18:00 1 0 1

18:15 0 0 0

PM Peak 45 0 45

Total 48 0 48


(Lane 9)




14


Junction:

From: Leicester St


To: Site Access


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0




15


Junction:

From: Leicester St


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 1 0 1

09:15 1 0 1

AM Peak 2 0 2

14:30 0 0 0

14:45 2 0 2

15:00 1 0 1

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 1 0 1

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 4 0 4

Total 6 0 6


( Lane 5)




Access

16


Junction:

From: Leicester St


To:


07:30 1 0 1

07:45 4 0 4

08:00 1 0 1

08:15 2 0 2

08:30 1 0 1

08:45 1 0 1

09:00 1 0 1

09:15 2 0 2

AM Peak 13 0 13

14:30 0 0 0

14:45 0 0 0

15:00 2 0 2

15:15 1 1 2

15:30 3 0 3

15:45 4 0 4

16:00 0 0 0

16:15 3 0 3

16:30 4 0 4

16:45 0 0 0

17:00 0 0 0

17:15 2 0 2

17:30 3 0 3

17:45 1 0 1

18:00 0 0 0

18:15 0 0 0

PM Peak 23 1 24

Total 36 1 37


( Lane 4)




Access

17


Junction:

From:


To: Site Access


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 1 0 1

08:30 0 0 0

08:45 1 0 1

09:00 0 0 0

09:15 1 0 1

AM Peak 3 0 3

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 1 0 1

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 1 0 1

16:45 0 0 0

17:00 1 0 1

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 3 0 3

Total 6 0 6




Access

A508 Barrack Rd (South

Arm) - (Lane 6)

18


Junction:

From:


To: Site Access


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 7)




19


Junction:

From:


To: Site Access


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0





(Lane 8)

20


Junction:

From:


To:


07:30 43 8 51

07:45 57 9 66

08:00 69 10 79

08:15 40 7 47

08:30 39 5 44

08:45 65 7 72

09:00 63 8 71

09:15 63 7 70

AM Peak 439 61 500

14:30 78 7 85

14:45 80 9 89

15:00 51 10 61

15:15 72 9 81

15:30 79 6 85

15:45 89 6 95

16:00 75 7 82

16:15 93 7 100

16:30 87 7 94

16:45 108 8 116

17:00 80 3 83

17:15 76 3 79

17:30 64 8 72

17:45 52 5 57

18:00 57 3 60

18:15 56 6 62

PM Peak 1197 104 1301

Total 1636 165 1801




Access


( Lane 5)


(Lane 6)

21


Junction:

From:


To:


07:30 0 0 0

07:45 0 0 0

08:00 1 0 1

08:15 2 0 2

08:30 3 1 4

08:45 8 0 8

09:00 3 0 3

09:15 6 0 6

AM Peak 23 1 24

14:30 3 0 3

14:45 3 0 3

15:00 6 0 6

15:15 5 0 5

15:30 6 0 6

15:45 3 0 3

16:00 6 0 6

16:15 5 0 5

16:30 5 0 5

16:45 4 0 4

17:00 3 0 3

17:15 0 0 0

17:30 4 0 4

17:45 2 0 2

18:00 1 0 1

18:15 2 0 2

PM Peak 58 0 58

Total 81 1 82




Access


( Lane 4)


(Lane 6)

22


Junction:

From:


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 3 1 4

08:30 0 0 0

08:45 2 1 3

09:00 0 0 0

09:15 0 0 0

AM Peak 5 2 7

14:30 3 0 3

14:45 0 0 0

15:00 0 0 0

15:15 1 0 1

15:30 1 0 1

15:45 1 0 1

16:00 3 0 3

16:15 1 0 1

16:30 0 1 1

16:45 1 0 1

17:00 6 0 6

17:15 7 0 7

17:30 2 0 2

17:45 10 0 10

18:00 4 0 4

18:15 0 0 0

PM Peak 40 1 41

Total 45 3 48





Lane 5)


(Lane 7)

23


Junction:

From:


To:


07:30 91 0 91

07:45 110 5 115

08:00 130 3 133

08:15 135 3 138

08:30 93 2 95

08:45 111 2 113

09:00 116 3 119

09:15 101 2 103

AM Peak 887 20 907

14:30 115 1 116

14:45 135 2 137

15:00 154 3 157

15:15 145 3 148

15:30 121 7 128

15:45 140 3 143

16:00 126 4 130

16:15 162 1 163

16:30 168 0 168

16:45 171 1 172

17:00 203 2 205

17:15 197 1 198

17:30 218 3 221

17:45 196 2 198

18:00 191 1 192

18:15 148 0 148

PM Peak 2590 34 2624

Total 3477 54 3531





(Lane 7)


Lane 4)

24


Junction:

From:


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0





(Lane 8)


Lane 5)

25


Junction:

From:


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


Lane 4)


(Lane 8)




26


Junction: Junction:

From: From:

Direction: Right Turn Direction: Right Turn

To: Leicester St To: Leicester St

Time Light Heavy Total Time Light Heavy Total

07:30 0 0 0 07:30 0 0 0

07:45 0 0 0 07:45 0 0 0

08:00 0 0 0 08:00 0 0 0

08:15 0 0 0 08:15 0 0 0

08:30 0 0 0 08:30 0 0 0

08:45 0 0 0 08:45 0 0 0

09:00 0 0 0 09:00 0 0 0

09:15 0 0 0 09:15 0 0 0

AM Peak 0 0 0 AM Peak 0 0 0

14:30 0 0 0 14:30 0 0 0

14:45 0 0 0 14:45 0 0 0

15:00 0 0 0 15:00 0 0 0

15:15 0 0 0 15:15 0 0 0

15:30 0 0 0 15:30 0 0 0

15:45 0 0 0 15:45 0 0 0

16:00 0 0 0 16:00 0 0 0

16:15 0 0 0 16:15 0 0 0

16:30 0 0 0 16:30 0 0 0

16:45 0 0 0 16:45 0 0 0

17:00 0 0 0 17:00 0 0 0

17:15 0 0 0 17:15 0 0 0

17:30 0 0 0 17:30 0 0 0

17:45 0 0 0 17:45 0 0 0

18:00 0 0 0 18:00 0 0 0

18:15 0 0 0 18:15 0 0 0

PM Peak 0 0 0 PM Peak 0 0 0

Total 0 0 0 Total 0 0 0


(Lane 6)


(Lane 7)







27


Junction:

From:


To: Leicester St


07:30 0 0 0

07:45 2 1 3

08:00 1 0 1

08:15 1 0 1

08:30 2 0 2

08:45 2 0 2

09:00 2 0 2

09:15 5 1 6

AM Peak 15 2 17

14:30 3 0 3

14:45 2 0 2

15:00 3 0 3

15:15 5 0 5

15:30 3 0 3

15:45 3 0 3

16:00 2 0 2

16:15 1 0 1

16:30 1 0 1

16:45 1 0 1

17:00 3 0 3

17:15 2 0 2

17:30 3 0 3

17:45 1 0 1

18:00 1 0 1

18:15 2 0 2

PM Peak 36 0 36

Total 51 2 53


(Lane 8)




28


Junction:

From: Site Access


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 1 1

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 1 0 1

AM Peak 1 1 2

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 2 0 2

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 1 0 1

16:45 1 0 1

17:00 1 0 1

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 5 0 5

Total 6 1 7


Arm) - ( Lane 5)




Access

29


Junction:

From: Site Access


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 1 0 1

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 1 0 1

Total 1 0 1


Lane 4)




30


Junction:

From: Site Access


To: Leicester St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0




31


Junction:

From: Site Access


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 1 0 1

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 1 0 1

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 2 0 2

Total 2 0 2


(Lane 10)




Access

32


Junction:

From: Site Access


To:


07:30 0 0 0

07:45 1 0 1

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 1 0 1

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 2 0 2

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 1 0 1

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 1 0 1

PM Peak 4 0 4

Total 5 0 5


(Lane 9)




Access

33


Junction:

Arm:

Direction: Exiting Junction


07:30 135 8 143

07:45 171 14 185

08:00 201 13 214

08:15 182 12 194

08:30 136 8 144

08:45 187 10 197

09:00 184 11 195

09:15 174 9 183

AM Peak 1370 85 1455

14:30 200 8 208

14:45 220 11 231

15:00 214 13 227

15:15 226 13 239

15:30 210 13 223

15:45 237 9 246

16:00 210 11 221

16:15 264 8 272

16:30 266 8 274

16:45 285 9 294

17:00 293 5 298

17:15 282 4 286

17:30 291 11 302

17:45 261 7 268

18:00 253 4 257

18:15 206 6 212

PM Peak 3918 140 4058

Total 5288 225 5513


Arm)




Access

34


Junction:

Arm: Leicester St



07:30 0 0 0

07:45 4 1 5

08:00 2 0 2

08:15 3 0 3

08:30 7 0 7

08:45 9 1 10

09:00 4 0 4

09:15 6 1 7

AM Peak 35 3 38

14:30 6 0 6

14:45 6 0 6

15:00 6 0 6

15:15 6 0 6

15:30 4 0 4

15:45 4 0 4

16:00 2 0 2

16:15 3 0 3

16:30 3 1 4

16:45 1 0 1

17:00 5 0 5

17:15 5 0 5

17:30 7 0 7

17:45 2 0 2

18:00 2 0 2

18:15 4 0 4

PM Peak 66 1 67

Total 101 4 105




35


Junction:

Arm: A508 Barrack Rd (South Arm)



07:30 234 12 246

07:45 252 14 266

08:00 268 16 284

08:15 270 15 285

08:30 306 8 314

08:45 302 19 321

09:00 249 12 261

09:15 203 10 213

AM Peak 2084 106 2190

14:30 206 11 217

14:45 180 11 191

15:00 183 11 194

15:15 200 16 216

15:30 196 8 204

15:45 197 13 210

16:00 193 9 202

16:15 227 9 236

16:30 181 4 185

16:45 194 6 200

17:00 215 6 221

17:15 208 8 216

17:30 217 6 223

17:45 236 6 242

18:00 234 7 241

18:15 161 8 169

PM Peak 3228 139 3367

Total 5312 245 5557




36


Junction:

Arm: Site Access



07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 1 0 1

08:30 0 0 0

08:45 1 0 1

09:00 0 0 0

09:15 1 0 1

AM Peak 3 0 3

14:30 0 0 0

14:45 1 0 1

15:00 0 0 0

15:15 2 0 2

15:30 0 0 0

15:45 0 0 0

16:00 1 0 1

16:15 0 0 0

16:30 1 0 1

16:45 1 0 1

17:00 2 0 2

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 8 0 8

Total 11 0 11




Access

37


Junction:

Arm:

Direction: Entering Junction


07:30 232 12 244

07:45 251 13 264

08:00 269 16 285

08:15 268 15 283

08:30 311 8 319

08:45 307 20 327

09:00 250 12 262

09:15 202 10 212

AM Peak 2090 106 2196

14:30 207 11 218

14:45 183 11 194

15:00 173 11 184

15:15 198 16 214

15:30 190 8 198

15:45 195 13 208

16:00 191 9 200

16:15 223 9 232

16:30 181 5 186

16:45 193 6 199

17:00 215 6 221

17:15 205 8 213

17:30 218 6 224

17:45 234 6 240

18:00 232 7 239

18:15 162 8 170

PM Peak 3200 140 3340

Total 5290 246 5536




Access


Arm)

42


Junction:

Arm: Leicester St



07:30 3 0 3

07:45 6 1 7

08:00 1 0 1

08:15 6 0 6

08:30 1 0 1

08:45 3 0 3

09:00 3 0 3

09:15 5 0 5

AM Peak 28 1 29

14:30 2 0 2

14:45 4 0 4

15:00 15 0 15

15:15 5 1 6

15:30 8 0 8

15:45 7 0 7

16:00 3 0 3

16:15 9 0 9

16:30 7 0 7

16:45 2 0 2

17:00 2 0 2

17:15 7 0 7

17:30 6 0 6

17:45 4 0 4

18:00 3 0 3

18:15 0 0 0

PM Peak 84 1 85

Total 112 2 114




43


Junction:




07:30 134 8 142

07:45 169 15 184

08:00 201 13 214

08:15 182 11 193

08:30 137 8 145

08:45 189 10 199

09:00 184 11 195

09:15 176 10 186

AM Peak 1372 86 1458

14:30 202 8 210

14:45 220 11 231

15:00 214 13 227

15:15 229 12 241

15:30 210 13 223

15:45 236 9 245

16:00 212 11 223

16:15 262 8 270

16:30 262 8 270

16:45 285 9 294

17:00 296 5 301

17:15 282 4 286

17:30 291 11 302

17:45 261 7 268

18:00 254 4 258

18:15 208 6 214

PM Peak 3924 139 4063

Total 5296 225 5521




44


Junction:

Arm: Site Access



07:30 0 0 0

07:45 1 0 1

08:00 0 0 0

08:15 0 1 1

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 1 0 1

AM Peak 2 1 3

14:30 1 0 1

14:45 0 0 0

15:00 1 0 1

15:15 2 0 2

15:30 2 0 2

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 1 0 1

16:45 1 0 1

17:00 2 0 2

17:15 1 0 1

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 1 0 1

PM Peak 12 0 12

Total 14 1 15




Access

45


Junction:

From:


To: Lorne Rd


07:30 16 0 16

07:45 13 1 14

08:00 18 0 18

08:15 28 0 28

08:30 24 0 24

08:45 44 0 44

09:00 24 0 24

09:15 14 0 14

AM Peak 181 1 182

14:30 16 0 16

14:45 20 1 21

15:00 18 1 19

15:15 28 1 29

15:30 17 1 18

15:45 21 0 21

16:00 21 0 21

16:15 28 0 28

16:30 30 0 30

16:45 24 1 25

17:00 29 0 29

17:15 26 0 26

17:30 22 0 22

17:45 24 0 24

18:00 24 0 24

18:15 25 0 25

PM Peak 373 5 378

Total 554 6 560


(Lane 1)


/Lorne Rd /A508 Barrack Rd

(South Arm) /Gibraltar Barrack

Access

1


Junction:

From:


To: Lorne Rd


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 3 0 3

16:30 0 0 0

16:45 0 0 0

17:00 4 0 4

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 7 0 7

Total 7 0 7


(Lane 2)




Access

2


Junction:

From:


To: Lorne Rd


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 3)




Access

3


Junction:

From:


To: A508 Barrack Rd (South Arm) - (Lane 10)


07:30 69 8 77

07:45 64 9 73

08:00 83 7 90

08:15 96 8 104

08:30 93 4 97

08:45 92 10 102

09:00 51 8 59

09:15 36 5 41

AM Peak 584 59 643

14:30 5 8 13

14:45 16 4 20

15:00 12 2 14

15:15 12 4 16

15:30 18 3 21

15:45 4 4 8

16:00 13 4 17

16:15 12 2 14

16:30 7 2 9

16:45 3 2 5

17:00 6 3 9

17:15 19 4 23

17:30 29 2 31

17:45 17 4 21

18:00 20 4 24

18:15 10 5 15

PM Peak 203 57 260

Total 787 116 903


(Lane 1)




Access

4


Junction:

From:




07:30 1 0 1

07:45 0 0 0

08:00 1 0 1

08:15 0 0 0

08:30 1 1 2

08:45 2 0 2

09:00 0 0 0

09:15 0 0 0

AM Peak 5 1 6

14:30 0 0 0

14:45 0 1 1

15:00 0 1 1

15:15 1 0 1

15:30 1 1 2

15:45 0 1 1

16:00 0 1 1

16:15 0 0 0

16:30 1 1 2

16:45 0 1 1

17:00 0 1 1

17:15 1 0 1

17:30 0 1 1

17:45 1 0 1

18:00 0 0 0

18:15 0 0 0

PM Peak 5 9 14

Total 10 10 20


(Lane 1)




Access

5


Junction:

From:




07:30 3 0 3

07:45 18 1 19

08:00 9 2 11

08:15 7 0 7

08:30 14 0 14

08:45 17 0 17

09:00 9 0 9

09:15 6 0 6

AM Peak 83 3 86

14:30 14 0 14

14:45 9 0 9

15:00 25 1 26

15:15 14 2 16

15:30 16 0 16

15:45 23 0 23

16:00 6 0 6

16:15 10 1 11

16:30 8 0 8

16:45 7 1 8

17:00 12 0 12

17:15 15 1 16

17:30 12 0 12

17:45 15 0 15

18:00 5 0 5

18:15 7 0 7

PM Peak 198 6 204

Total 281 9 290


(Lane 2)




Access

6


Junction:

From:




07:30 142 4 146

07:45 156 3 159

08:00 159 7 166

08:15 140 7 147

08:30 176 3 179

08:45 148 9 157

09:00 163 3 166

09:15 147 6 153

AM Peak 1231 42 1273

14:30 172 3 175

14:45 133 5 138

15:00 128 6 134

15:15 142 9 151

15:30 146 3 149

15:45 145 8 153

16:00 150 4 154

16:15 171 6 177

16:30 137 1 138

16:45 155 1 156

17:00 167 1 168

17:15 143 2 145

17:30 152 3 155

17:45 180 2 182

18:00 186 3 189

18:15 117 3 120

PM Peak 2424 60 2484

Total 3655 102 3757


(Lane 2)




Access

7


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 3)




Access

8


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 3)




Access

9


Junction:

From:


To: Gibraltar Barrack Access


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 1)




Access

10


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 2)




Access

11


Junction:

From:




07:30 1 0 1

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 1 0 1

09:15 1 0 1

AM Peak 3 0 3

14:30 0 0 0

14:45 1 0 1

15:00 0 0 0

15:15 1 0 1

15:30 0 0 0

15:45 2 0 2

16:00 2 0 2

16:15 0 0 0

16:30 1 0 1

16:45 1 0 1

17:00 0 0 0

17:15 1 0 1

17:30 0 0 0

17:45 1 0 1

18:00 0 0 0

18:15 0 0 0

PM Peak 10 0 10

Total 13 0 13


(Lane 3)




Access

12


Junction:

From: Lorne Rd


To:


07:30 5 0 5

07:45 13 1 14

08:00 11 0 11

08:15 11 0 11

08:30 14 0 14

08:45 10 0 10

09:00 9 0 9

09:15 8 0 8

AM Peak 81 1 82

14:30 13 0 13

14:45 16 0 16

15:00 9 1 10

15:15 13 0 13

15:30 12 0 12

15:45 4 0 4

16:00 9 0 9

16:15 13 0 13

16:30 17 0 17

16:45 6 0 6

17:00 20 0 20

17:15 9 1 10

17:30 5 0 5

17:45 20 0 20

18:00 7 0 7

18:15 4 0 4

PM Peak 177 2 179

Total 258 3 261




Access


(Lane 10)

13


Junction:

From: Lorne Rd


To:


07:30 0 0 0

07:45 1 0 1

08:00 2 0 2

08:15 2 0 2

08:30 4 0 4

08:45 1 0 1

09:00 1 0 1

09:15 1 0 1

AM Peak 12 0 12

14:30 1 2 3

14:45 2 0 2

15:00 8 0 8

15:15 2 0 2

15:30 6 0 6

15:45 2 0 2

16:00 7 0 7

16:15 1 2 3

16:30 2 1 3

16:45 3 1 4

17:00 7 0 7

17:15 0 0 0

17:30 2 0 2

17:45 5 0 5

18:00 5 0 5

18:15 7 0 7

PM Peak 60 6 66

Total 72 6 78




Access


(Lane 9)

14


Junction:

From: Lorne Rd




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 1 0 1

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 1 0 1

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 1 0 1




Access

15


Junction:

From: Lorne Rd


To:


07:30 1 0 1

07:45 5 0 5

08:00 1 0 1

08:15 1 0 1

08:30 0 0 0

08:45 1 0 1

09:00 1 0 1

09:15 1 0 1

AM Peak 11 0 11

14:30 1 0 1

14:45 2 0 2

15:00 0 0 0

15:15 2 0 2

15:30 3 0 3

15:45 4 0 4

16:00 3 0 3

16:15 0 0 0

16:30 2 0 2

16:45 4 0 4

17:00 2 0 2

17:15 1 0 1

17:30 3 0 3

17:45 2 0 2

18:00 2 0 2

18:15 4 0 4

PM Peak 35 0 35

Total 46 0 46




Access


(Lane 5)

16


Junction:

From: Lorne Rd


To:


07:30 6 0 6

07:45 14 0 14

08:00 18 0 18

08:15 17 1 18

08:30 11 0 11

08:45 13 0 13

09:00 6 0 6

09:15 7 1 8

AM Peak 92 2 94

14:30 15 0 15

14:45 20 0 20

15:00 24 0 24

15:15 11 0 11

15:30 11 0 11

15:45 9 2 11

16:00 10 0 10

16:15 21 0 21

16:30 18 0 18

16:45 18 0 18

17:00 10 0 10

17:15 13 0 13

17:30 13 1 14

17:45 16 0 16

18:00 17 0 17

18:15 17 0 17

PM Peak 243 3 246

Total 335 5 340




Access


(Lane 4)

17


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 1 0 1

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 1 0 1

AM Peak 2 0 2

14:30 0 0 0

14:45 1 0 1

15:00 0 0 0

15:15 1 0 1

15:30 0 0 0

15:45 0 0 0

16:00 4 0 4

16:15 0 0 0

16:30 0 0 0

16:45 1 0 1

17:00 0 0 0

17:15 1 0 1

17:30 1 0 1

17:45 0 0 0

18:00 1 0 1

18:15 2 0 2

PM Peak 12 0 12

Total 14 0 14


(Lane 6)




Access

18


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 7)




Access

19


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 8)




Access

20


Junction:

From:


To: A508 Barrack Rd (North Arm) - (Lane 5)


07:30 34 6 40

07:45 52 9 61

08:00 59 10 69

08:15 30 6 36

08:30 39 5 44

08:45 75 6 81

09:00 58 8 66

09:15 67 6 73

AM Peak 414 56 470

14:30 74 7 81

14:45 74 10 84

15:00 59 9 68

15:15 81 10 91

15:30 77 5 82

15:45 79 6 85

16:00 72 5 77

16:15 88 6 94

16:30 86 5 91

16:45 101 7 108

17:00 69 2 71

17:15 52 3 55

17:30 42 5 47

17:45 31 4 35

18:00 41 3 44

18:15 42 4 46

PM Peak 1068 91 1159

Total 1482 147 1629


(Lane 6)




Access

21


Junction:

From:




07:30 1 0 1

07:45 1 0 1

08:00 1 0 1

08:15 0 0 0

08:30 0 0 0

08:45 2 1 3

09:00 2 0 2

09:15 1 0 1

AM Peak 8 1 9

14:30 0 0 0

14:45 1 0 1

15:00 0 0 0

15:15 5 0 5

15:30 1 0 1

15:45 4 0 4

16:00 0 0 0

16:15 4 0 4

16:30 1 0 1

16:45 1 0 1

17:00 2 0 2

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 1 0 1

PM Peak 20 0 20

Total 28 1 29


(Lane 6)




Access

22


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 2 0 2

08:30 0 0 0

08:45 1 0 1

09:00 2 0 2

09:15 1 0 1

AM Peak 6 0 6

14:30 0 0 0

14:45 2 0 2

15:00 5 0 5

15:15 1 0 1

15:30 3 1 4

15:45 5 0 5

16:00 3 2 5

16:15 6 1 7

16:30 2 2 4

16:45 3 1 4

17:00 4 1 5

17:15 2 0 2

17:30 1 0 1

17:45 1 0 1

18:00 2 1 3

18:15 3 0 3

PM Peak 43 9 52

Total 49 9 58


(Lane 7)




Access

23


Junction:

From:




07:30 91 2 93

07:45 99 6 105

08:00 119 3 122

08:15 129 4 133

08:30 84 3 87

08:45 98 3 101

09:00 117 4 121

09:15 98 3 101

AM Peak 835 28 863

14:30 110 1 111

14:45 120 2 122

15:00 129 3 132

15:15 124 2 126

15:30 118 7 125

15:45 131 1 132

16:00 122 4 126

16:15 140 1 141

16:30 151 1 152

16:45 154 1 155

17:00 208 2 210

17:15 212 1 213

17:30 234 5 239

17:45 212 3 215

18:00 190 0 190

18:15 142 2 144

PM Peak 2497 36 2533

Total 3332 64 3396


(Lane 7)




Access

24


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 8)




Access

25


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 8)




Access

26


Junction:

From:


To: Lorne Rd


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 6)




Access

27


Junction:

From:


To: Lorne Rd


07:30 2 0 2

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 1 0 1

AM Peak 3 0 3

14:30 0 0 0

14:45 0 0 0

15:00 2 0 2

15:15 0 0 0

15:30 2 0 2

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 1 0 1

PM Peak 5 0 5

Total 8 0 8


(Lane 7)




Access

28


Junction:

From:


To: Lorne Rd


07:30 11 0 11

07:45 12 0 12

08:00 7 0 7

08:15 9 1 10

08:30 17 2 19

08:45 43 0 43

09:00 13 0 13

09:15 25 0 25

AM Peak 137 3 140

14:30 20 0 20

14:45 17 0 17

15:00 8 0 8

15:15 48 0 48

15:30 25 1 26

15:45 17 1 18

16:00 13 1 14

16:15 23 1 24

16:30 12 0 12

16:45 13 0 13

17:00 23 2 25

17:15 10 0 10

17:30 14 0 14

17:45 21 0 21

18:00 17 0 17

18:15 16 0 16

PM Peak 297 6 303

Total 434 9 443


(Lane 8)




Access

29


Junction:

From: Gibraltar Barrack Access


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 1 0 1

08:30 1 0 1

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 2 0 2

14:30 0 0 0

14:45 1 0 1

15:00 0 0 0

15:15 1 0 1

15:30 0 0 0

15:45 1 0 1

16:00 0 0 0

16:15 0 0 0

16:30 1 0 1

16:45 1 0 1

17:00 0 0 0

17:15 0 0 0

17:30 1 0 1

17:45 1 0 1

18:00 0 0 0

18:15 0 0 0

PM Peak 7 0 7

Total 9 0 9




Access


(Lane 5)

30


Junction:



To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 1 0 1

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 1 0 1

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 2 0 2

Total 2 0 2




Access


(Lane 5)

31


Junction:



To: Lorne Rd


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 1 0 1

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 1 0 1

Total 1 0 1




Access

32


Junction:



To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 1 0 1

15:00 0 0 0

15:15 0 0 0

15:30 1 0 1

15:45 0 0 0

16:00 1 0 1

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 1 0 1

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 4 0 4

Total 4 0 4




Access


(Lane 10)

33


Junction:



To:


07:30 1 0 1

07:45 0 0 0

08:00 0 0 0

08:15 1 0 1

08:30 1 0 1

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 3 0 3

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 1 0 1

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 1 0 1

Total 4 0 4




Access


(Lane 9)

34


Junction:

Arm: A508 Barrack Rd (North Arm)



07:30 133 8 141

07:45 171 15 186

08:00 198 13 211

08:15 180 11 191

08:30 135 8 143

08:45 190 10 200

09:00 186 12 198

09:15 175 10 185

AM Peak 1368 87 1455

14:30 200 8 208

14:45 220 12 232

15:00 217 12 229

15:15 226 12 238

15:30 213 13 226

15:45 233 9 242

16:00 210 11 221

16:15 259 8 267

16:30 262 8 270

16:45 282 9 291

17:00 295 5 300

17:15 280 4 284

17:30 294 11 305

17:45 263 7 270

18:00 252 4 256

18:15 209 6 215

PM Peak 3915 139 4054

Total 5283 226 5509




Access

35


Junction:

Arm: Lorne Rd



07:30 29 0 29

07:45 25 1 26

08:00 25 0 25

08:15 37 1 38

08:30 41 2 43

08:45 87 0 87

09:00 37 0 37

09:15 40 0 40

AM Peak 321 4 325

14:30 36 0 36

14:45 37 1 38

15:00 28 1 29

15:15 76 1 77

15:30 44 2 46

15:45 38 1 39

16:00 35 1 36

16:15 54 1 55

16:30 42 0 42

16:45 37 1 38

17:00 56 2 58

17:15 36 0 36

17:30 36 0 36

17:45 45 0 45

18:00 41 0 41

18:15 42 0 42

PM Peak 683 11 694

Total 1004 15 1019




Access

36


Junction:




07:30 221 12 233

07:45 252 14 266

08:00 265 16 281

08:15 257 15 272

08:30 303 8 311

08:45 270 19 289

09:00 233 11 244

09:15 198 11 209

AM Peak 1999 106 2105

14:30 205 13 218

14:45 177 10 187

15:00 182 11 193

15:15 184 15 199

15:30 200 7 207

15:45 178 13 191

16:00 186 9 195

16:15 207 11 218

16:30 173 5 178

16:45 174 6 180

17:00 212 5 217

17:15 188 8 196

17:30 200 6 206

17:45 238 6 244

18:00 223 7 230

18:15 145 8 153

PM Peak 3072 140 3212

Total 5071 246 5317




Access

37


Junction:

Arm: Gibraltar Barrack Access



07:30 1 0 1

07:45 0 0 0

08:00 1 0 1

08:15 0 0 0

08:30 1 0 1

08:45 0 0 0

09:00 1 0 1

09:15 2 0 2

AM Peak 6 0 6

14:30 0 0 0

14:45 2 0 2

15:00 0 0 0

15:15 2 0 2

15:30 0 0 0

15:45 2 0 2

16:00 6 0 6

16:15 0 0 0

16:30 1 0 1

16:45 2 0 2

17:00 0 0 0

17:15 2 0 2

17:30 1 0 1

17:45 1 0 1

18:00 1 0 1

18:15 2 0 2

PM Peak 22 0 22

Total 28 0 28




Access

38


Junction: Junction: Junction: Junction:

Arm: A508 Barrack Rd (North Arm) Arm: Lorne Rd Arm: A508 Barrack Rd (South Arm) Arm: Gibraltar Barrack Access

Direction: Entering Junction Direction: Entering Junction Direction: Entering Junction Direction: Entering Junction

Time Light Heavy Total Time Light Heavy Total Time Light Heavy Total Time Light Heavy Total

07:30 232 12 244 07:30 12 0 12 07:30 139 8 147 07:30 1 0 1

07:45 251 14 265 07:45 33 1 34 07:45 164 15 179 07:45 0 0 0

08:00 270 16 286 08:00 32 0 32 08:00 187 13 200 08:00 0 0 0

08:15 271 15 286 08:15 31 1 32 08:15 170 11 181 08:15 2 0 2

08:30 308 8 316 08:30 30 0 30 08:30 140 10 150 08:30 2 0 2

08:45 303 19 322 08:45 25 0 25 08:45 219 10 229 08:45 0 0 0

09:00 248 11 259 09:00 17 0 17 09:00 192 12 204 09:00 0 0 0

09:15 204 11 215 09:15 17 1 18 09:15 194 9 203 09:15 0 0 0

AM Peak 2087 106 2193 AM Peak 197 3 200 AM Peak 1405 88 1493 AM Peak 5 0 5

14:30 207 11 218 14:30 30 2 32 14:30 204 8 212 14:30 0 0 0

14:45 179 11 190 14:45 40 0 40 14:45 215 12 227 14:45 2 0 2

15:00 183 11 194 15:00 41 1 42 15:00 203 12 215 15:00 0 0 0

15:15 198 16 214 15:15 28 0 28 15:15 260 12 272 15:15 2 0 2

15:30 198 8 206 15:30 32 0 32 15:30 226 14 240 15:30 1 0 1

15:45 195 13 208 15:45 19 2 21 15:45 236 8 244 15:45 1 0 1

16:00 192 9 201 16:00 29 0 29 16:00 214 12 226 16:00 2 0 2

16:15 224 9 233 16:15 35 2 37 16:15 261 9 270 16:15 0 0 0

16:30 184 4 188 16:30 39 1 40 16:30 252 8 260 16:30 3 0 3

16:45 190 6 196 16:45 31 1 32 16:45 273 9 282 16:45 1 0 1

17:00 218 5 223 17:00 39 0 39 17:00 306 7 313 17:00 0 0 0

17:15 205 7 212 17:15 23 1 24 17:15 277 4 281 17:15 1 0 1

17:30 215 6 221 17:30 23 1 24 17:30 292 10 302 17:30 1 0 1

17:45 238 6 244 17:45 43 0 43 17:45 265 7 272 17:45 1 0 1

18:00 235 7 242 18:00 31 0 31 18:00 251 4 255 18:00 0 0 0

18:15 159 8 167 18:15 32 0 32 18:15 207 6 213 18:15 0 0 0

PM Peak 3220 137 3357 PM Peak 515 11 526 PM Peak 3942 142 4084 PM Peak 15 0 15

Total 5307 243 5550 Total 712 14 726 Total 5347 230 5577 Total 20 0 20




Access




Access




Access




Access

1


Junction:

From:


To: Campbell St


07:30 60 1 61

07:45 79 3 82

08:00 60 3 63

08:15 81 4 85

08:30 85 0 85

08:45 90 4 94

09:00 72 0 72

09:15 49 3 52

AM Peak 576 18 594

14:30 51 1 52

14:45 31 1 32

15:00 32 0 32

15:15 44 2 46

15:30 42 2 44

15:45 48 2 50

16:00 34 0 34

16:15 48 0 48

16:30 38 0 38

16:45 31 1 32

17:00 43 1 44

17:15 41 1 42

17:30 41 0 41

17:45 51 0 51

18:00 54 1 55

18:15 30 1 31

PM Peak 659 13 672

Total 1235 31 1266


(Lane 1)


/Campbell St /A508 Broad St

/A428 Grafton St /George St

1


Junction:

From:


To: Campbell St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 2)




2


Junction:

From:


To: Campbell St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 3)




3


Junction:

From:


To: Campbell St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 4)




4


Junction:

From:


To: A508 Broad St - (Lane 11)


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 1)




5


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 1)




6


Junction:

From:




07:30 61 6 67

07:45 60 9 69

08:00 68 7 75

08:15 78 4 82

08:30 64 6 70

08:45 60 8 68

09:00 68 6 74

09:15 59 6 65

AM Peak 518 52 570

14:30 45 7 52

14:45 60 4 64

15:00 43 2 45

15:15 61 6 67

15:30 40 3 43

15:45 51 8 59

16:00 68 6 74

16:15 52 6 58

16:30 39 3 42

16:45 62 3 65

17:00 55 3 58

17:15 59 6 65

17:30 49 3 52

17:45 72 4 76

18:00 65 5 70

18:15 40 4 44

PM Peak 861 73 934

Total 1379 125 1504


(Lane 2)




7


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 1 1 2

09:00 0 0 0

09:15 0 0 0

AM Peak 1 1 2

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 1 0 1

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 1 0 1

Total 2 1 3


(Lane 2)




8


Junction:

From:




07:30 1 0 1

07:45 1 0 1

08:00 6 0 6

08:15 2 0 2

08:30 3 0 3

08:45 1 0 1

09:00 2 0 2

09:15 3 0 3

AM Peak 19 0 19

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 1 0 1

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 1 0 1

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 2 0 2

Total 21 0 21


(Lane 3)




9


Junction:

From:




07:30 76 1 77

07:45 64 1 65

08:00 72 1 73

08:15 84 1 85

08:30 74 1 75

08:45 84 4 88

09:00 66 1 67

09:15 65 2 67

AM Peak 585 12 597

14:30 60 1 61

14:45 54 0 54

15:00 52 2 54

15:15 61 5 66

15:30 54 0 54

15:45 71 2 73

16:00 60 2 62

16:15 69 0 69

16:30 54 0 54

16:45 63 0 63

17:00 48 0 48

17:15 67 0 67

17:30 79 1 80

17:45 68 0 68

18:00 73 0 73

18:15 44 0 44

PM Peak 977 13 990

Total 1562 25 1587


(Lane 3)




10


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 4)




11


Junction:

From:




07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 4)




12


Junction:

From:


To: A428 Grafton St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 1)




13


Junction:

From:


To: A428 Grafton St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 2)




14


Junction:

From:


To: A428 Grafton St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 1 0 1

09:00 0 0 0

09:15 0 0 0

AM Peak 1 0 1

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 1 0 1

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 1 0 1

Total 2 0 2


(Lane 3)




15


Junction:

From:


To: A428 Grafton St


07:30 24 2 26

07:45 45 1 46

08:00 28 4 32

08:15 29 5 34

08:30 45 0 45

08:45 33 5 38

09:00 25 1 26

09:15 33 2 35

AM Peak 262 20 282

14:30 29 2 31

14:45 33 4 37

15:00 34 4 38

15:15 49 6 55

15:30 38 1 39

15:45 26 1 27

16:00 30 2 32

16:15 36 4 40

16:30 34 2 36

16:45 39 2 41

17:00 35 1 36

17:15 38 1 39

17:30 29 2 31

17:45 39 1 40

18:00 47 2 49

18:15 23 1 24

PM Peak 559 36 595

Total 821 56 877


(Lane 4)




16


Junction:

From:


To: George St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 1)




17


Junction:

From:


To: George St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 2)




18


Junction:

From:


To: George St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0





(Lane 3)

19


Junction:

From:


To: George St


07:30 4 0 4

07:45 5 0 5

08:00 3 0 3

08:15 6 0 6

08:30 12 0 12

08:45 12 0 12

09:00 2 0 2

09:15 1 0 1

AM Peak 45 0 45

14:30 3 1 4

14:45 6 0 6

15:00 6 0 6

15:15 3 1 4

15:30 3 0 3

15:45 1 0 1

16:00 4 0 4

16:15 3 0 3

16:30 1 0 1

16:45 5 0 5

17:00 1 0 1

17:15 3 0 3

17:30 2 0 2

17:45 2 0 2

18:00 6 0 6

18:15 1 0 1

PM Peak 50 2 52

Total 95 2 97





(Lane 4)

20


Junction:

From: Campbell St




07:30 11 0 11

07:45 18 0 18

08:00 19 0 19

08:15 14 0 14

08:30 14 1 15

08:45 19 1 20

09:00 26 1 27

09:15 20 0 20

AM Peak 141 3 144

14:30 18 1 19

14:45 16 0 16

15:00 21 0 21

15:15 20 0 20

15:30 16 0 16

15:45 20 0 20

16:00 26 0 26

16:15 26 1 27

16:30 25 0 25

16:45 22 0 22

17:00 26 1 27

17:15 16 0 16

17:30 29 0 29

17:45 12 1 13

18:00 23 0 23

18:15 27 0 27

PM Peak 343 4 347

Total 484 7 491




21


Junction:

From: Campbell St




07:30 2 0 2

07:45 0 0 0

08:00 3 0 3

08:15 0 0 0

08:30 2 0 2

08:45 1 0 1

09:00 2 0 2

09:15 1 0 1

AM Peak 11 0 11

14:30 1 0 1

14:45 2 0 2

15:00 2 0 2

15:15 1 0 1

15:30 4 0 4

15:45 0 0 0

16:00 4 0 4

16:15 1 0 1

16:30 0 0 0

16:45 3 0 3

17:00 6 0 6

17:15 0 0 0

17:30 2 0 2

17:45 0 0 0

18:00 1 0 1

18:15 1 0 1

PM Peak 28 0 28

Total 39 0 39




22


Junction:

From: Campbell St


To: A428 Grafton St


07:30 98 3 101

07:45 156 1 157

08:00 134 0 134

08:15 133 6 139

08:30 130 2 132

08:45 105 3 108

09:00 101 10 111

09:15 94 6 100

AM Peak 951 31 982

14:30 116 7 123

14:45 105 4 109

15:00 133 10 143

15:15 105 2 107

15:30 108 5 113

15:45 97 1 98

16:00 135 5 140

16:15 121 4 125

16:30 154 7 161

16:45 141 0 141

17:00 138 3 141

17:15 126 3 129

17:30 107 2 109

17:45 114 1 115

18:00 120 1 121

18:15 134 0 134

PM Peak 1954 55 2009

Total 2905 86 2991




23


Junction:

From: Campbell St


To: George St


07:30 4 0 4

07:45 7 0 7

08:00 3 0 3

08:15 3 0 3

08:30 21 0 21

08:45 13 0 13

09:00 4 0 4

09:15 3 0 3

AM Peak 58 0 58

14:30 5 0 5

14:45 5 0 5

15:00 18 0 18

15:15 10 0 10

15:30 10 0 10

15:45 2 0 2

16:00 5 0 5

16:15 4 0 4

16:30 4 0 4

16:45 4 1 5

17:00 8 0 8

17:15 3 0 3

17:30 3 0 3

17:45 9 0 9

18:00 4 0 4

18:15 1 0 1

PM Peak 95 1 96

Total 153 1 154




24


Junction:

From: Campbell St


To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 3 3

08:30 0 1 1

08:45 0 1 1

09:00 0 1 1

09:15 0 0 0

AM Peak 0 6 6

14:30 0 0 0

14:45 1 0 1

15:00 0 0 0

15:15 0 1 1

15:30 1 0 1

15:45 2 0 2

16:00 0 0 0

16:15 0 0 0

16:30 1 0 1

16:45 0 0 0

17:00 3 2 5

17:15 2 2 4

17:30 0 5 5

17:45 2 4 6

18:00 0 4 4

18:15 0 3 3

PM Peak 12 21 33

Total 12 27 39





(Lane 6)

25


Junction:

From: Campbell St

Direction: (Via Sliproad)

To:


07:30 31 2 33

07:45 31 7 38

08:00 46 11 57

08:15 40 5 45

08:30 21 5 26

08:45 30 4 34

09:00 38 8 46

09:15 40 5 45

AM Peak 277 47 324

14:30 49 8 57

14:45 47 3 50

15:00 52 8 60

15:15 59 5 64

15:30 56 8 64

15:45 55 7 62

16:00 61 7 68

16:15 65 3 68

16:30 69 6 75

16:45 70 7 77

17:00 73 2 75

17:15 72 1 73

17:30 76 0 76

17:45 63 1 64

18:00 64 0 64

18:15 49 3 52

PM Peak 980 69 1049

Total 1257 116 1373





(Lane 5)

26


Junction:

From: A508 Broad St - (Lane 7)


To: A428 Grafton St


07:30 0 0 0

07:45 0 0 0

08:00 0 1 1

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 1 1

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 1 1




27


Junction:



To: A428 Grafton St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0




28


Junction:



To: A428 Grafton St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0




29


Junction:



To: George St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0




30


Junction:



To: George St


07:30 1 0 1

07:45 1 0 1

08:00 4 0 4

08:15 1 0 1

08:30 4 0 4

08:45 3 0 3

09:00 6 0 6

09:15 3 0 3

AM Peak 23 0 23

14:30 2 0 2

14:45 4 0 4

15:00 2 0 2

15:15 2 0 2

15:30 4 0 4

15:45 0 0 0

16:00 5 1 6

16:15 1 1 2

16:30 1 0 1

16:45 5 0 5

17:00 3 0 3

17:15 2 0 2

17:30 4 0 4

17:45 1 0 1

18:00 5 0 5

18:15 3 0 3

PM Peak 44 2 46

Total 67 2 69




31


Junction:



To: George St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0




32


Junction:



To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 6)




33


Junction:



To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 5)




34


Junction:



To:


07:30 25 4 29

07:45 41 5 46

08:00 37 3 40

08:15 34 1 35

08:30 11 0 11

08:45 44 1 45

09:00 43 3 46

09:15 40 3 43

AM Peak 275 20 295

14:30 52 1 53

14:45 50 6 56

15:00 52 4 56

15:15 57 4 61

15:30 45 0 45

15:45 67 0 67

16:00 54 1 55

16:15 66 4 70

16:30 51 0 51

16:45 72 1 73

17:00 70 0 70

17:15 74 0 74

17:30 71 2 73

17:45 77 1 78

18:00 54 0 54

18:15 49 1 50

PM Peak 961 25 986

Total 1236 45 1281


(Lane 6)




35


Junction:



To:


07:30 3 0 3

07:45 3 0 3

08:00 3 0 3

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 9 0 9

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 1 0 1

15:45 0 0 0

16:00 1 0 1

16:15 1 0 1

16:30 0 0 0

16:45 2 0 2

17:00 0 0 0

17:15 1 0 1

17:30 1 0 1

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 7 0 7

Total 16 0 16


(Lane 5)




36


Junction:



To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 1 0 1

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 1 0 1

Total 1 0 1


(Lane 6)




37


Junction:



To:


07:30 49 0 49

07:45 69 1 70

08:00 59 0 59

08:15 63 1 64

08:30 42 0 42

08:45 58 0 58

09:00 60 1 61

09:15 59 0 59

AM Peak 459 3 462

14:30 72 0 72

14:45 73 1 74

15:00 79 0 79

15:15 69 3 72

15:30 65 1 66

15:45 81 1 82

16:00 68 3 71

16:15 84 1 85

16:30 76 0 76

16:45 94 0 94

17:00 94 1 95

17:15 103 0 103

17:30 85 1 86

17:45 82 0 82

18:00 84 0 84

18:15 71 0 71

PM Peak 1280 12 1292

Total 1739 15 1754


(Lane 5)




38


Junction:

From: A508 Broad St

Direction: Right Turn (Prohibited)

To: Campbell St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0




39


Junction:

From: A428 Grafton St


To: George St


07:30 5 0 5

07:45 3 1 4

08:00 3 0 3

08:15 3 2 5

08:30 7 1 8

08:45 3 0 3

09:00 1 0 1

09:15 7 0 7

AM Peak 32 4 36

14:30 3 0 3

14:45 7 0 7

15:00 5 0 5

15:15 4 0 4

15:30 2 1 3

15:45 2 0 2

16:00 3 0 3

16:15 4 0 4

16:30 1 0 1

16:45 7 0 7

17:00 6 0 6

17:15 5 0 5

17:30 2 0 2

17:45 9 0 9

18:00 5 0 5

18:15 4 0 4

PM Peak 69 1 70

Total 101 5 106




40


Junction:



To:


07:30 34 1 35

07:45 29 2 31

08:00 29 1 30

08:15 25 0 25

08:30 41 2 43

08:45 42 2 44

09:00 29 0 29

09:15 45 1 46

AM Peak 274 9 283

14:30 33 0 33

14:45 32 1 33

15:00 22 1 23

15:15 31 0 31

15:30 38 1 39

15:45 27 0 27

16:00 22 1 23

16:15 30 0 30

16:30 37 0 37

16:45 36 0 36

17:00 34 2 36

17:15 28 0 28

17:30 45 1 46

17:45 38 0 38

18:00 37 0 37

18:15 32 1 33

PM Peak 522 8 530

Total 796 17 813


(Lane 6)




41


Junction:



To:


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0


(Lane 5)




42


Junction:



To: Campbell St


07:30 142 5 147

07:45 185 15 200

08:00 210 11 221

08:15 187 5 192

08:30 149 2 151

08:45 227 6 233

09:00 177 6 183

09:15 131 5 136

AM Peak 1408 55 1463

14:30 146 5 151

14:45 105 4 109

15:00 161 1 162

15:15 134 7 141

15:30 175 7 182

15:45 154 4 158

16:00 141 6 147

16:15 170 5 175

16:30 163 2 165

16:45 177 3 180

17:00 185 1 186

17:15 191 3 194

17:30 225 2 227

17:45 199 3 202

18:00 208 0 208

18:15 173 1 174

PM Peak 2707 54 2761

Total 4115 109 4224




43


Junction:





07:30 1 0 1

07:45 2 0 2

08:00 2 1 3

08:15 1 1 2

08:30 4 1 5

08:45 9 0 9

09:00 11 0 11

09:15 8 0 8

AM Peak 38 3 41

14:30 5 1 6

14:45 3 0 3

15:00 5 0 5

15:15 8 0 8

15:30 6 0 6

15:45 3 1 4

16:00 9 0 9

16:15 4 0 4

16:30 8 0 8

16:45 6 0 6

17:00 7 0 7

17:15 5 0 5

17:30 12 1 13

17:45 9 0 9

18:00 8 0 8

18:15 4 0 4

PM Peak 102 3 105

Total 140 6 146




44


Junction:





07:30 8 1 9

07:45 4 1 5

08:00 10 0 10

08:15 11 0 11

08:30 14 0 14

08:45 11 0 11

09:00 10 0 10

09:15 8 0 8

AM Peak 76 2 78

14:30 5 0 5

14:45 4 1 5

15:00 3 0 3

15:15 3 0 3

15:30 6 0 6

15:45 9 0 9

16:00 3 0 3

16:15 7 0 7

16:30 2 0 2

16:45 7 0 7

17:00 6 0 6

17:15 1 0 1

17:30 2 0 2

17:45 5 0 5

18:00 3 0 3

18:15 1 0 1

PM Peak 67 1 68

Total 143 3 146




45


Junction:

From: George St


To:


07:30 3 0 3

07:45 5 0 5

08:00 2 0 2

08:15 8 1 9

08:30 10 0 10

08:45 35 1 36

09:00 9 0 9

09:15 8 0 8

AM Peak 80 2 82

14:30 11 0 11

14:45 8 0 8

15:00 7 1 8

15:15 40 0 40

15:30 14 0 14

15:45 5 0 5

16:00 6 0 6

16:15 14 1 15

16:30 5 0 5

16:45 9 1 10

17:00 14 0 14

17:15 6 1 7

17:30 10 0 10

17:45 11 0 11

18:00 2 0 2

18:15 5 0 5

PM Peak 167 4 171

Total 247 6 253


(Lane 6)




46


Junction:

From: George St


To:


07:30 2 0 2

07:45 3 0 3

08:00 1 0 1

08:15 5 0 5

08:30 6 1 7

08:45 12 0 12

09:00 4 0 4

09:15 3 0 3

AM Peak 36 1 37

14:30 4 0 4

14:45 3 0 3

15:00 4 0 4

15:15 25 0 25

15:30 9 0 9

15:45 4 0 4

16:00 3 0 3

16:15 12 0 12

16:30 7 1 8

16:45 8 0 8

17:00 4 0 4

17:15 5 0 5

17:30 3 0 3

17:45 5 0 5

18:00 1 0 1

18:15 2 0 2

PM Peak 99 1 100

Total 135 2 137


(Lane 5)




47


Junction:

From: George St

Direction: Straight On (Prohibited)

To: Campbell St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0




48


Junction:

From: George St


To: A508 Broad St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0




49


Junction:

From: George St


To: A428 Grafton St


07:30 0 0 0

07:45 0 0 0

08:00 0 0 0

08:15 0 0 0

08:30 0 0 0

08:45 0 0 0

09:00 0 0 0

09:15 0 0 0

AM Peak 0 0 0

14:30 0 0 0

14:45 0 0 0

15:00 0 0 0

15:15 0 0 0

15:30 0 0 0

15:45 0 0 0

16:00 0 0 0

16:15 0 0 0

16:30 0 0 0

16:45 0 0 0

17:00 0 0 0

17:15 0 0 0

17:30 0 0 0

17:45 0 0 0

18:00 0 0 0

18:15 0 0 0

PM Peak 0 0 0

Total 0 0 0




50


Junction:




07:30 147 7 154

07:45 181 15 196

08:00 177 15 192

08:15 175 11 186

08:30 131 9 140

08:45 221 9 230

09:00 183 13 196

09:15 195 9 204

AM Peak 1410 88 1498

14:30 221 9 230

14:45 214 11 225

15:00 216 14 230

15:15 281 13 294

15:30 229 10 239

15:45 241 8 249

16:00 216 12 228

16:15 272 9 281

16:30 246 7 253

16:45 291 9 300

17:00 292 7 299

17:15 291 4 295

17:30 291 9 300

17:45 278 6 284

18:00 242 4 246

18:15 208 8 216

PM Peak 4029 140 4169

Total 5439 228 5667




56


Junction:

Arm: Campbell St



07:30 202 6 208

07:45 264 18 282

08:00 270 14 284

08:15 268 9 277

08:30 234 2 236

08:45 317 10 327

09:00 249 6 255

09:15 180 8 188

AM Peak 1984 73 2057

14:30 197 6 203

14:45 136 5 141

15:00 193 1 194

15:15 178 9 187

15:30 217 9 226

15:45 202 6 208

16:00 175 6 181

16:15 218 5 223

16:30 201 2 203

16:45 208 4 212

17:00 228 2 230

17:15 232 4 236

17:30 266 2 268

17:45 250 3 253

18:00 262 1 263

18:15 203 2 205

PM Peak 3366 67 3433

Total 5350 140 5490




57


Junction:

Arm: A508 Broad St



07:30 160 8 168

07:45 149 11 160

08:00 180 9 189

08:15 190 6 196

08:30 175 9 184

08:45 186 14 200

09:00 185 8 193

09:15 164 8 172

AM Peak 1389 73 1462

14:30 134 10 144

14:45 139 5 144

15:00 126 4 130

15:15 154 11 165

15:30 126 3 129

15:45 154 11 165

16:00 170 8 178

16:15 161 7 168

16:30 128 3 131

16:45 163 3 166

17:00 148 4 152

17:15 148 6 154

17:30 174 5 179

17:45 166 5 171

18:00 173 5 178

18:15 117 4 121

PM Peak 2381 94 2475

Total 3770 167 3937




58


Junction:

Arm: A428 Grafton St



07:30 122 5 127

07:45 201 2 203

08:00 162 5 167

08:15 162 11 173

08:30 175 2 177

08:45 139 8 147

09:00 126 11 137

09:15 127 8 135

AM Peak 1214 52 1266

14:30 145 9 154

14:45 138 8 146

15:00 167 14 181

15:15 154 8 162

15:30 146 6 152

15:45 123 2 125

16:00 165 7 172

16:15 158 8 166

16:30 188 9 197

16:45 180 2 182

17:00 173 4 177

17:15 164 4 168

17:30 136 4 140

17:45 153 2 155

18:00 167 3 170

18:15 157 1 158

PM Peak 2514 91 2605

Total 3728 143 3871




59


Junction:

Arm: George St



07:30 14 0 14

07:45 16 1 17

08:00 13 0 13

08:15 13 2 15

08:30 44 1 45

08:45 31 0 31

09:00 13 0 13

09:15 14 0 14

AM Peak 158 4 162

14:30 13 1 14

14:45 22 0 22

15:00 31 0 31

15:15 19 1 20

15:30 19 1 20

15:45 5 0 5

16:00 17 1 18

16:15 12 1 13

16:30 7 0 7

16:45 21 1 22

17:00 18 0 18

17:15 13 0 13

17:30 11 0 11

17:45 21 0 21

18:00 20 0 20

18:15 9 0 9

PM Peak 258 6 264

Total 416 10 426




60


Junction:




07:30 226 10 236

07:45 254 14 268

08:00 237 15 252

08:15 280 14 294

08:30 283 7 290

08:45 282 22 304

09:00 235 8 243

09:15 210 13 223

AM Peak 2007 103 2110

14:30 188 12 200

14:45 184 9 193

15:00 167 8 175

15:15 218 20 238

15:30 177 6 183

15:45 197 13 210

16:00 196 10 206

16:15 211 10 221

16:30 166 5 171

16:45 200 6 206

17:00 182 5 187

17:15 208 8 216

17:30 201 6 207

17:45 232 5 237

18:00 245 8 253

18:15 138 6 144

PM Peak 3110 137 3247

Total 5117 240 5357




1


Junction:

Arm: Campbell St



07:30 146 5 151

07:45 212 8 220

08:00 205 11 216

08:15 190 14 204

08:30 188 9 197

08:45 168 9 177

09:00 171 20 191

09:15 158 11 169

AM Peak 1438 87 1525

14:30 189 16 205

14:45 176 7 183

15:00 226 18 244

15:15 195 8 203

15:30 195 13 208

15:45 176 8 184

16:00 231 12 243

16:15 217 8 225

16:30 253 13 266

16:45 240 8 248

17:00 254 8 262

17:15 219 6 225

17:30 217 7 224

17:45 200 7 207

18:00 212 5 217

18:15 212 6 218

PM Peak 3412 150 3562

Total 4850 237 5087




2


Junction:

Arm: A508 Broad St



07:30 78 4 82

07:45 114 6 120

08:00 103 4 107

08:15 98 2 100

08:30 57 0 57

08:45 105 1 106

09:00 109 4 113

09:15 102 3 105

AM Peak 766 24 790

14:30 126 1 127

14:45 127 7 134

15:00 133 4 137

15:15 128 7 135

15:30 115 1 116

15:45 148 1 149

16:00 129 5 134

16:15 152 6 158

16:30 128 0 128

16:45 173 1 174

17:00 167 1 168

17:15 180 0 180

17:30 161 3 164

17:45 160 1 161

18:00 143 0 143

18:15 123 1 124

PM Peak 2293 39 2332

Total 3059 63 3122




3


Junction:

Arm: A428 Grafton St



07:30 190 7 197

07:45 223 19 242

08:00 254 13 267

08:15 227 8 235

08:30 215 6 221

08:45 292 8 300

09:00 228 6 234

09:15 199 6 205

AM Peak 1828 73 1901

14:30 192 6 198

14:45 151 6 157

15:00 196 2 198

15:15 180 7 187

15:30 227 9 236

15:45 195 5 200

16:00 178 7 185

16:15 215 5 220

16:30 211 2 213

16:45 233 3 236

17:00 238 3 241

17:15 230 3 233

17:30 286 4 290

17:45 260 3 263

18:00 261 0 261

18:15 214 2 216

PM Peak 3467 67 3534

Total 5295 140 5435




4


Junction:

Arm: George St



07:30 5 0 5

07:45 8 0 8

08:00 3 0 3

08:15 13 1 14

08:30 16 1 17

08:45 47 1 48

09:00 13 0 13

09:15 11 0 11

AM Peak 116 3 119

14:30 15 0 15

14:45 11 0 11

15:00 11 1 12

15:15 65 0 65

15:30 23 0 23

15:45 9 0 9

16:00 9 0 9

16:15 26 1 27

16:30 12 1 13

16:45 17 1 18

17:00 18 0 18

17:15 11 1 12

17:30 13 0 13

17:45 16 0 16

18:00 3 0 3

18:15 7 0 7

PM Peak 266 5 271

Total 382 8 390




5


Appendix H

Calculation Tables & Flow Diagrams

BARRACK ROAD, NORTHAMPTON

ST14296

Development Summary

Nursery 175 sqm

Primary School 420 pupils

Secondary School 1500 pupils

Sixth Form 300 pupils

Gym 1300 sqm

Cafe 165 sqm

Residential 7 dwellings

Tempro GrowthAM 2014 - 2016 1.0285PM 2014 - 2016 1.0283

Vehicle Trips

Trip Rate Trips Trip Rate Trips Trip Rate Trips Trip Rate Trips Trip Rate Trips Trip Rate Trips

Nursery 4.94 9 4.096 7 2.169 4 1.867 3 2.53 4 3.313 6

Primary School 0.318 134 0.231 97 0.158 66 0.188 79 0.045 19 0.069 29

Secondary School 0.091 137 0.037 56 0.034 51 0.061 92 0.02 30 0.033 50

Sixth Form 0.091 27 0.037 11 0.034 10 0.061 18 0.02 6 0.033 10

Gym 0.878 11 1.223 16 1.022 13 0.835 11 3.525 46 1.971 26

Total 317 187 145 203 105 120

Turning Movement

Survey Flow HGV Flows HGV Proportions

2016Forecast

Flow

Inbound Dev Trips

Outbound Dev Trips

2016 Forecast Flow

Including Development

Turning Movement

Survey Flow HGV FlowsHGV

Proportions

2016Forecast

Flow

Inbound Dev Trips

Outbound Dev Trips

2016 Forecast Flow

Including Development

Turning Moveme

ntSurvey Flow HGV Flows HGV

Proportions

2016Forecast

Flow

Inbound Dev Trips

Outbound Dev Trips

2016 Forecast Flow Including

Development

A1 0 0 0% 0 196 196 A1 1 0 0% 1 67 68 A1 1 0 0% 1 46 47

A2 779 31 4% 801 801 A2 780 47 6% 802 802 A2 803 15 2% 826 826

A3 419 25 6% 431 431 A3 17 1 6% 17 17 A3 84 11 13% 86 86

A4 16 1 6% 16 16 A4 4 0 0% 18 18 A4 10 0 0% 89 89

A5 5 0 0% 5 5 A5 12 1 8% 18 18 A5 6 0 0% 91 91

A6 6 0 0% 6 6 A6 21 0 0% 19 19 A6 13 0 0% 94 94

A7 6 0 0% 6 6 A7 14 0 0% 14 14 A7 9 0 0% 9 9

A8 479 10 2% 493 493 A8 576 16 3% 592 592 A8 822 8 1% 845 845

A9 264 32 12% 272 272 A9 345 31 9% 355 355 A9 325 19 6% 334 334

A10 2 0 0% 2 121 123 A10 1 0 0% 1 78 79 A10 1 0 0% 1 59 60

A11 0 0 0% 0 115 115 A11 3 0 0% 3 94 97 A11 2 0 0% 2 52 54

A12 1 0 0% 1 71 72 A12 2 0 0% 2 109 111 A12 1 0 0% 1 67 68

B1 0 0 0% 0 0 B1 3 0 0% 3 3 B1 2 0 0% 2 2

B2 447 32 7% 460 43 502 B2 145 19 13% 149 17 166 B2 143 16 11% 147 8 155

B3 649 26 4% 667 62 729 B3 587 26 4% 604 67 671 B3 650 8 1% 669 38 706

B4 114 0 0% 117 11 128 B4 87 3 3% 89 10 99 B4 105 0 0% 108 6 114

B5 63 1 2% 65 10 75 B5 66 2 3% 68 6 73 B5 61 1 2% 63 3 66

B6 55 0 0% 57 57 B6 57 1 2% 59 59 B6 69 1 1% 71 71

B7 79 3 4% 81 81 B7 104 2 2% 107 107 B7 70 2 3% 72 72

B8 237 28 12% 244 39 282 B8 351 31 9% 361 29 390 B8 219 15 7% 225 11 236

B9 443 13 3% 456 72 528 B9 515 13 3% 530 43 573 B9 877 11 1% 902 45 947

B10 1 0 0% 1 1 B10 1 0 0% 1 1 B10 2 0 0% 2 2

B11 2 0 0% 2 2 B11 1 0 0% 1 1 B11 1 0 0% 1 1

B12 2 0 0% 2 2 B12 3 0 0% 3 3 B12 2 0 0% 2 2

D1 33 0 0% 34 34 D1 14 1 7% 14 14 D1 8 0 0% 8 8

D2 150 14 9% 154 14 168 D2 159 12 8% 164 17 180 D2 146 5 3% 150 8 158

D3 323 8 2% 332 30 363 D3 247 9 4% 254 26 280 D3 264 1 0% 272 15 286

D4 307 25 8% 316 29 345 D4 214 19 9% 220 23 243 D4 252 16 6% 259 14 273

D5 327 11 3% 336 31 367 D5 172 6 3% 177 18 195 D5 178 2 1% 183 10 193

D6 167 30 18% 172 35 207 D6 254 29 11% 261 26 287 D6 308 17 6% 317 21 338

D7 40 0 0% 41 41 D7 40 0 0% 41 41 D7 23 0 0% 24 24

D8 513 11 2% 528 528 D8 461 18 4% 474 474 D8 494 9 2% 508 508

D9 74 2 3% 76 76 D9 84 0 0% 86 86 D9 93 0 0% 96 96

D10 1 0 0% 1 1 D10 0 0 0% 0 0 D10 0 0 0% 0 0

D11 12 0 0% 12 12 D11 8 0 0% 8 8 D11 10 0 0% 10 10

D12 134 5 4% 138 28 166 D12 230 8 3% 237 23 260 D12 297 3 1% 305 21 326

D13 223 1 0% 229 229 D13 299 5 2% 308 308 D13 366 2 1% 376 376

D14 19 3 16% 20 20 D14 14 0 0% 14 14 D14 22 0 0% 23 23

D15 142 5 4% 146 30 176 D15 120 2 2% 123 12 136 D15 148 3 2% 152 10 162

D16 797 24 3% 820 820 D16 643 19 3% 661 661 D16 809 9 1% 832 832

D17 65 3 5% 67 67 D17 44 1 2% 45 45 D17 48 1 2% 49 49

D18 82 3 4% 84 17 102 D18 109 1 1% 112 11 123 D18 59 1 2% 61 4 65

PM PEAK


Arrival Departure

AM PEAK School PM PEAK

Arrival Departure Arrival Departure

Barrack Rd, Northampton

Movement Reference

A12 A1 A2 A3 A4

A11

A5

A10 A9 A8 A7 A6

B12 B1 B2 B3 B4

B11

B10 B9 B8 B7 B5

B6

D18

D14

D15

D16 D1 D2 D3 D4 D5

D17

D6

D10 D11 D12 D13 D7

D8

D9

Campbell St Grafton St

Site Access

Gibraltar Barracks Access B

road

Street

Barrack R

d

SITE

Leicester Rd

Lorne Rd


Survey 2014 AM 08:00-09:00

1 0 779 419 16

0

5

2 264 479 6 6

2 0 447 649 114

2

1 443 237 79 63

55

82

19

142

797 33 150 323 307 327

65

167

1 12 134 223 40

513

74


Site Access


Bro

ad Stre

et

Barrack R

d

Leicester Rd

Lorne Rd

SITE


Survey School PM 15:00-16:00

2 1 780 17 4

3

12

1 345 576 14 21

3 3 145 587 87

1

1 515 351 104 66

57

109

14

120

643 14 159 247 214 172

44

254

0 8 230 299 40

461

84


Site Access


Leicester Rd

Lorne Rd

SITE

Barrack R

d

Bro

ad Stre

et


Survey PM 17:00-18:00

1 1 803 84 10

2

6

1 325 822 9 13

2 2 143 650 105

1

2 877 219 70 61

69

59

22

148

809 8 146 264 252 178

48

308

0 10 297 366 23

494

93


Site Access


Leicester Rd

Lorne Rd

SITE

Barrack R

d

Bro

ad Stre

et


HGV Proportions AM 08:00-09:00

0% 0% 4% 6% 6%

0%

0%

0% 12% 2% 0% 0%

0% 0% 7% 4% 0%

0%

0% 3% 12% 4% 2%

0%

4%

16%

4%

3% 0% 9% 2% 8% 3%

5%

18%

0% 0% 4% 0% 0%

2%

3%


Site Access


Leicester Rd

Lorne Rd

SITE

Barrack R

d

Bro

ad Stre

et


HGV Proportions School PM 15:00-16:00

0% 0% 6% 6% 0%

0%

8%

0% 9% 3% 0% 0%

0% 0% 13% 4% 3%

0%

0% 3% 9% 2% 3%

2%

1%

0%

2%

3% 7% 8% 4% 9% 3%

2%

11%

0% 0% 3% 2% 0%

4%

0%


Site Access


Leicester Rd

Lorne Rd

SITE

Barrack R

d

Bro

ad Stre

et


HGV Proportions PM 17:00-18:00

0% 0% 2% 13% 0%

0%

0%

0% 6% 1% 0% 0%

0% 0% 11% 1% 0%

0%

0% 1% 7% 3% 2%

1%

2%

0%

2%

1% 0% 3% 0% 6% 1%

2%

6%

0% 0% 1% 1% 0%

2%

0%


Site Access


Leicester Rd

Lorne Rd

SITE

Barrack R

d

Bro

ad Stre

et


2016 Inbound/Outbound Development Trips AM 08:00-09:00

71 196 0 0 0

115

0

121 0 0 0 0

0 0 43 62 11

0

0 72 39 0 10

0

17

0

30

0 0 14 30 29 31

0

35

0 0 28 0 0

0

0


Site Access


Leicester Rd

Lorne Rd

SITE

Bro

ad Stre

et B

arrack Rd


2016 Inbound/Outbound Development Trips School PM 15:00-16:00

109 67 0 0 0

94

0

78 0 0 0 0

0 0 17 67 10

0

0 43 29 0 6

0

11

0

12

0 0 17 26 23 18

0

26

0 0 23 0 0

0

0


Site Access


Leicester Rd

Lorne Rd

SITE

Barrack R

d

Bro

ad Street


2016 Inbound/Outbound Development Trips PM 17:00-18:00

67 46 0 0 0

52

0

59 0 0 0 0

0 0 8 38 6

0

0 45 11 0 3

0

4

0

10

0 0 8 15 14 10

0

21

0 0 21 0 0

0

0


Site Access


Leicester Rd

Lorne Rd

SITE

Bro

ad Stre

et B

arrack Rd


2016 Without Development AM 08:00-09:00

1 0 801 431 16

0

5

2 272 493 6 6

2 0 460 667 117

2

1 456 244 81 65

57

84

20

146

820 34 154 332 316 336

67

172

1 12 138 229 41

528

76


Site Access


arrack Rd

B

road

Stree

t

Leicester Rd

Lorne Rd

SITE


2016 With Development AM 08:00-09:00

72 196 801 431 16

115

5

123 272 493 6 6

2 0 502 729 128

2

1 528 282 81 75

57

102

20

176

820 34 168 363 345 367

67

207

1 12 166 229 41

528

76


Site Access


arrack Rd

B

road

Stree

t

Leicester Rd

Lorne Rd

SITE


2016 Without Development School PM 15:00-16:00

2 1 802 17 18

3

18

1 355 592 14 19

3 3 149 604 89

1

1 530 361 107 68

59

112

14

123

661 14 164 254 220 177

45

261

0 8 237 308 41

474

86


Site Access


Leicester Rd

Lorne Rd

SITE

Barrack R

d

Bro

ad Stre

et


2016 With Development School PM 15:00-16:00

111 68 802 17 18

97

18

79 355 592 14 19

3 3 166 671 99

1

1 573 390 107 73

59

123

14

136

661 14 180 280 243 195

45

287

0 8 260 308 41

474

86


Site Access


Leicester Rd

Lorne Rd

SITE

Barrack R

d

Bro

ad Stre

et


2016 Without Development PM 17:00-18:00

1 1 826 86 89

2

91

1 334 845 9 94

2 2 147 669 108

1

2 902 225 72 63

71

61

23

152

832 8 150 272 259 183

49

317

0 10 305 376 24

508

96


Site Access


Bro

ad Stre

et B

arrack Rd

Leicester Rd

Lorne Rd

SITE


2016 With Development PM 17:00-18:00

68 47 826 86 89

54

91

60 334 845 9 94

2 2 155 706 114

1

2 947 236 72 66

71

65

23

162

832 8 158 286 273 193

49

338

0 10 326 376 24

508

96


Site Access


arrack Rd

B

road

Street

Leicester Rd

Lorne Rd

SITE


Appendix I

TRICS Output

TRICS 7.1.1 030414 B16.39 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 16/05/14

Barrack Road Nursery TRICS Page 1

JMP Consultants Ltd Temple Back Bristol Licence No: 846408

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 04 - EDUCATION

Category : D - NURSERY

MULTI-MODAL VEHICLES

Selected regions and areas:

02 SOUTH EAST

KC KENT 1 days

04 EAST ANGLIA

SF SUFFOLK 1 days

08 NORTH WEST

GM GREATER MANCHESTER 1 days

09 NORTH

TW TYNE & WEAR 1 days

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

Filtering Stage 2 selection:

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

are included in the trip rate calculation.

Parameter: Gross floor area

Actual Range: 200 to 750 (units: sqm)

Range Selected by User: 176 to 750 (units: sqm)

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/05 to 28/11/12

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are

included in the trip rate calculation.

Selected survey days:

Monday 1 days

Wednesday 3 days

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

Selected survey types:

Manual count 4 days

Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding

up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are

undertaking using machines.

Selected Locations:

Edge of Town Centre 1

Suburban Area (PPS6 Out of Centre) 3

This data displays the number of surveys per main location category within the selected set. The main location categories

consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and

Not Known.

Selected Location Sub Categories:

Residential Zone 4

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories

consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out

of Town, High Street and No Sub Category.





Use Class:

D 1 4 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005

has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile:

10,001 to 15,000 1 days

15,001 to 20,000 1 days

25,001 to 50,000 2 days

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

Population within 5 miles:

75,001 to 100,000 1 days

100,001 to 125,000 1 days

250,001 to 500,000 1 days

500,001 or More 1 days


Car ownership within 5 miles:

0.6 to 1.0 3 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 4 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place,

and the number of surveys that were undertaken at sites without Travel Plans.




LIST OF SITES relevant to selection parameters

1 GM-04-D-01 NURSERY GREATER MANCHESTER

RUFFORD ROAD

WHALLEY RANGE

MANCHESTER

Suburban Area (PPS6 Out of Centre)

Residential Zone

Total Gross floor area: 2 0 0 sqm

Survey date: MONDAY 16/11/09 Survey Type: MANUAL

2 KC-04-D-01 NURSERY KENT

PEMBURY ROAD

TONBRIDGE


Residential Zone


Survey date: WEDNESDAY 09/12/09 Survey Type: MANUAL

3 SF-04-D-02 NURSERY SUFFOLK

CAMP ROAD

LOWESTOFT

Edge of Town Centre

Residential Zone



4 TW-04-D-02 NURSERY TYNE & WEAR

ETTRICK GROVE

HIGH BARNES

SUNDERLAND


Residential Zone



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.




TRIP RATE for Land Use 04 - EDUCATION/D - NURSERY


Calculation factor: 100 sqm

BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS

No. Ave. Trip No. Ave. Trip No. Ave. Trip

Time Range Days GFA Rate Days GFA Rate Days GFA Rate

00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

4 415 1.747 4 415 0.843 4 415 2.59007:00 - 08:00

4 415 4.940 4 415 4.096 4 415 9.03608:00 - 09:00

4 415 1.807 4 415 1.325 4 415 3.13209:00 - 10:00

4 415 0.361 4 415 0.301 4 415 0.66210:00 - 11:00

4 415 0.964 4 415 0.783 4 415 1.74711:00 - 12:00

4 415 1.325 4 415 1.687 4 415 3.01212:00 - 13:00

4 415 1.084 4 415 1.627 4 415 2.71113:00 - 14:00

4 415 0.482 4 415 0.482 4 415 0.96414:00 - 15:00

4 415 2.169 4 415 1.867 4 415 4.03615:00 - 16:00

4 415 3.133 4 415 3.494 4 415 6.62716:00 - 17:00

4 415 2.530 4 415 3.313 4 415 5.84317:00 - 18:00

4 415 0.361 4 415 1.084 4 415 1.44518:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2 0.903 2 0.902 4 1.805

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just

above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus

departures). Within each of these main columns are three sub-columns. These display the number of survey days where

count data is included (per time period), the average value of the selected trip rate calculation parameter (per time

period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of

the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days

that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals

(whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated

time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated

calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip

rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 200 - 750 (units: sqm)

Survey date date range: 01/01/05 - 28/11/12

Number of weekdays (Monday-Friday): 4

Number of Saturdays: 0

Number of Sundays: 0

Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate

calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum

survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of

surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of

the standard filtering procedure are displayed.

TRICS 7.1.1 030414 B16.39 (C) 2014 JMP Consultants Ltd on behalf of the TRICS Consortium Tuesday 27/05/14

Page 1


Time Range/Peak Period Selection

Direction: Totals / Use All Times


Primary Multi Modal Vehicles Page 1




Category : A - PRIMARY



03 SOUTH WEST

DV DEVON 1 days

08 NORTH WEST

MS MERSEYSIDE 1 days





Parameter: Number of pupils

Actual Range: 230 to 264 (units: )

Range Selected by User: 100 to 800 (units: )



Date Range: 01/01/05 to 13/06/13




Thursday 1 days

Friday 1 days



Manual count 2 days





Selected Locations:




Not Known.


Residential Zone 2








Use Class:

D 1 2 days




5,001 to 10,000 1 days

15,001 to 20,000 1 days



250,001 to 500,000 2 days



0.6 to 1.0 2 days



Travel Plan:

No 2 days







1 DV-04-A-03 PRIMARY SCHOOL DEVON

ARDEN GROVE

PENNYCROSS

PLYMOUTH


Residential Zone

Total Number of pupils: 2 3 0

Survey date: FRIDAY 08/07/05 Survey Type: MANUAL

2 MS-04-A-02 PRIMARY SCHOOL MERSEYSIDE

BOOKER AVENUE

ALVERTON

LIVERPOOL


Residential Zone

Total Number of pupils: 2 6 4

Survey date: THURSDAY 13/06/13 Survey Type: MANUAL




MANUALLY DESELECTED SITES

Site Ref Reason for Deselection

MS-04-A-01 See Transport Assessment

SC-04-A-01 See Transport Assessment

WO-04-A-01 See Transport Assessment

WR-04-A-01 See Transport Assessment




TRIP RATE for Land Use 04 - EDUCATION/A - PRIMARY


Calculation factor: 1 PUPILS




Time Range Days PUPILS Rate Days PUPILS Rate Days PUPILS 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

2 247 0.063 2 247 0.028 2 247 0.09107:00 - 08:00

2 247 0.318 2 247 0.231 2 247 0.54908:00 - 09:00

2 247 0.049 2 247 0.065 2 247 0.11409:00 - 10:00

2 247 0.020 2 247 0.016 2 247 0.03610:00 - 11:00

2 247 0.034 2 247 0.012 2 247 0.04611:00 - 12:00

2 247 0.026 2 247 0.043 2 247 0.06912:00 - 13:00

2 247 0.045 2 247 0.057 2 247 0.10213:00 - 14:00

2 247 0.043 2 247 0.022 2 247 0.06514:00 - 15:00

2 247 0.158 2 247 0.188 2 247 0.34615:00 - 16:00

2 247 0.049 2 247 0.113 2 247 0.16216:00 - 17:00

2 247 0.045 2 247 0.069 2 247 0.11417:00 - 18:00

1 264 0.000 1 264 0.000 1 264 0.00018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.850 0.844 1.694






the table.







Parameter summary

Trip rate parameter range selected: 230 - 264 (units: )












Modal Split Oxford & Lincoln Secondary Schools Page 1




Category : B - SECONDARY



02 SOUTH EAST

OX OXFORDSHIRE 1 days

05 EAST MIDLANDS

LN LINCOLNSHIRE 1 days





Parameter: Number of pupils

Actual Range: 1069 to 1200 (units: )

Range Selected by User: 500 to 2000 (units: )



Date Range: 01/01/00 to 21/06/14




Thursday 2 days



Manual count 2 days





Selected Locations:


Neighbourhood Centre (PPS6 Local Centre) 1



Not Known.


No Sub Category 2








Use Class:

D 1 2 days




15,001 to 20,000 2 days



75,001 to 100,000 1 days

125,001 to 250,000 1 days



0.6 to 1.0 2 days



Travel Plan:

Not Known 2 days







1 LN-04-B-01 SECONDARY SCHOOL LINCOLNSHIRE

WRAGBY ROAD

GLEBE

LINCOLN


No Sub Category

Total Number of pupils: 1 2 0 0


2 OX-04-B-01 SECONDARY SCHOOL OXFORDSHIRE

MARSTON FERRY ROAD

SUMMERTOWN

OXFORD

Neighbourhood Centre (PPS6 Local Centre)

No Sub Category

Total Number of pupils: 1 0 6 9





MANUALLY DESELECTED SITES

Site Ref Reason for Deselection

HC-04-B-04 .

KH-04-B-01 .

LE-04-B-01 .

ST-04-B-01 .




TRIP RATE for Land Use 04 - EDUCATION/B - SECONDARY


Calculation factor: 1 PUPILS




Time Range Days PUPILS Rate Days PUPILS Rate Days PUPILS 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

2 1135 0.030 2 1135 0.007 2 1135 0.03707:00 - 08:00

2 1135 0.091 2 1135 0.037 2 1135 0.12808:00 - 09:00

2 1135 0.012 2 1135 0.009 2 1135 0.02109:00 - 10:00

2 1135 0.009 2 1135 0.008 2 1135 0.01710:00 - 11:00

2 1135 0.012 2 1135 0.007 2 1135 0.01911:00 - 12:00

2 1135 0.008 2 1135 0.013 2 1135 0.02112:00 - 13:00

2 1135 0.008 2 1135 0.011 2 1135 0.01913:00 - 14:00

2 1135 0.010 2 1135 0.014 2 1135 0.02414:00 - 15:00

2 1135 0.034 2 1135 0.061 2 1135 0.09515:00 - 16:00

2 1135 0.009 2 1135 0.029 2 1135 0.03816:00 - 17:00

2 1135 0.020 2 1135 0.033 2 1135 0.05317:00 - 18:00

2 1135 0.022 2 1135 0.023 2 1135 0.04518:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.265 0.252 0.517






the table.







Parameter summary

Trip rate parameter range selected: 1069 - 1200 (units: )












Page 1





Gym Multi Modal Page 1



Land Use : 07 - LEISURE

Category : K - FITNESS CLUB (PRIVATE)



04 EAST ANGLIA

CA CAMBRIDGESHIRE 1 days

05 EAST MIDLANDS

LN LINCOLNSHIRE 1 days

08 NORTH WEST

MS MERSEYSIDE 1 days





Parameter: Gross floor area

Actual Range: 1450 to 3000 (units: sqm)

Range Selected by User: 600 to 3000 (units: sqm)



Date Range: 01/01/00 to 11/05/14




Monday 1 days

Tuesday 1 days

Thursday 1 days



Manual count 3 days





Selected Locations:




Not Known.


Retail Zone 1

Built-Up Zone 1

No Sub Category 1








Use Class:

D 2 3 days




10,001 to 15,000 1 days

20,001 to 25,000 1 days

25,001 to 50,000 1 days



100,001 to 125,000 1 days

125,001 to 250,000 1 days

500,001 or More 1 days



0.6 to 1.0 2 days

1.1 to 1.5 1 days



Travel Plan:

No 3 days







1 CA-07-K-01 FITNESS FIRST CAMBRIDGESHIRE

LIME KILN CLOSE

NETHERTON

PETERBOROUGH


No Sub Category

Total Gross floor area: 2 5 0 0 sqm

Survey date: TUESDAY 20/05/08 Survey Type: MANUAL

2 LN-07-K-01 FITNESS FIRST EXPRESS LINCOLNSHIRE

TRITTON ROAD

LINCOLN


Built-Up Zone


Survey date: MONDAY 14/05/07 Survey Type: MANUAL

3 MS-07-K-01 TOTAL FITNESS MERSEYSIDE

MONTROSE WAY

EDGE LANE

LIVERPOOL


Retail Zone









TRIP RATE for Land Use 07 - LEISURE/K - FITNESS CLUB (PRIVATE)


Calculation factor: 100 sqm




Time Range Days GFA Rate Days GFA Rate Days GFA Rate

00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

3 2317 1.439 3 2317 0.058 3 2317 1.49706:00 - 07:00

3 2317 0.820 3 2317 1.122 3 2317 1.94207:00 - 08:00

3 2317 0.878 3 2317 1.223 3 2317 2.10108:00 - 09:00

3 2317 1.410 3 2317 0.647 3 2317 2.05709:00 - 10:00

3 2317 1.396 3 2317 1.396 3 2317 2.79210:00 - 11:00

3 2317 1.065 3 2317 1.237 3 2317 2.30211:00 - 12:00

3 2317 1.137 3 2317 1.209 3 2317 2.34612:00 - 13:00

3 2317 1.022 3 2317 1.007 3 2317 2.02913:00 - 14:00

3 2317 1.079 3 2317 1.309 3 2317 2.38814:00 - 15:00

3 2317 1.022 3 2317 0.835 3 2317 1.85715:00 - 16:00

3 2317 2.216 3 2317 1.252 3 2317 3.46816:00 - 17:00

3 2317 3.525 3 2317 1.971 3 2317 5.49617:00 - 18:00

3 2317 2.676 3 2317 2.835 3 2317 5.51118:00 - 19:00

3 2317 2.417 3 2317 3.151 3 2317 5.56819:00 - 20:00

3 2317 1.410 3 2317 2.317 3 2317 3.72720:00 - 21:00

3 2317 0.245 3 2317 2.101 3 2317 2.34621:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2 3.757 2 3.670 4 7.427






the table.







Parameter summary

Trip rate parameter range selected: 1450 - 3000 (units: sqm)












Appendix J

Junction Capacity Analysis

Basic Results Summary Basic Results Summary User and Project Details Project:

Title:

Location:

File name: Barrack Road Junction.lsg3x

Author:

Company:

Address:

Notes: Phase Input Data Phase Name Phase Type Assoc. Phase Street Min Cont Min

A Traffic 7 7

B Traffic 7 7

C Traffic 7 7

D Traffic 7 7

E Traffic 7 7

F Traffic 7 7

G Pedestrian 6 6

H Pedestrian 6 6

Basic Results Summary Phase Diagram

AB

CD

E

F

GH

Phase Intergreens Matrix

Starting Phase

Terminating Phase

A B C D E F G H

A - - - - 6 7 7 -

B - - - - 5 - - -

C - - - - - 5 - -

D - - - - - 6 - 6

E 7 6 - - - - 9 -

F 8 - 5 6 - - - 9

G 8 - - - 8 - - -

H - - - 8 - 8 - -

Phase Delays Term. Stage Start Stage Phase Type Value Cont value

3 2 B Gaining absolute 7 7

4 1 B Gaining absolute 8 8

4 1 C Gaining absolute 6 6

Basic Results Summary Stage Diagram

AB

CD

E

FG

H

1 Min >= 5AB

CD

E

FG

H

2 Min >= 0AB

CD

E

FG

H

3 Min >= 6AB

CD

E

FG

H

4 Min >= 6

Scenario 1: 'WO Dev AM' (FG1: '2016 WO Dev AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram

Stage Sequence Diagram

AB

CD

1 Min: 5

8 78s

AB

H

2 Min: 0

6 0s

EH

3 Min: 7

6 7s

FG

4 Min: 6

9 6s

Basic Results Summary Signal Timings Diagram

0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 780

26 : 086

3 6 : 792

4 9 : 6105

H HG GF FE ED DC CB BA A

Traffic Flows, Desired Desired Flow :

Destination

Origin

A B C D Tot.

A 0 16 1232 0 1248

B 5 0 6 0 11

C 765 6 0 2 773

D 1 0 0 0 1

Tot. 771 22 1238 2 2033

Basic Results Summary Traffic Route Flows Route Num

Org Zone

Org Lane

Dest Zone

Dest Lane

Scenario 1: WO Dev AM

1 A 1/1 B 6/1 16

2 B 4/1 A 5/2 5

3 A 1/2 C 8/2 650

4 A 1/1 C 8/1 582

5 B 4/1 C 8/1 6

6 C 2/2 A 5/2 404

7 C 2/2 B 6/1 6

8 C 2/1 A 5/1 361

9 A 1/2 D 7/1 0

10 B 4/1 D 7/1 0

11 C 2/1 D 7/1 2

12 D 3/1 B 6/1 0

13 D 3/1 C 8/2 0

14 D 3/1 A 5/1 1

Basic Results Summary Network Results

Item Lane Description

Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)

Turners In Gaps (pcu)

Turners When Unopposed (pcu)

Turners In Intergreen (pcu)

Total Delay (pcuHr)

Av. Delay Per PCU (s/pcu)

Mean Max Queue (pcu)

Network - - - - - - - - - 44.8% 6 0 0 5.7 - -

Barrack Road

Junction - - - - - - - - - 44.8% 6 0 0 5.7 - -

1/1 Barrack Road (N) Left Ahead U A 1 84 - 598 1922 1361 43.9% - - - 1.6 9.8 8.7

1/2+1/3 Barrack Road

(N) Right Ahead

U+O A B 1 84 - 650 2055:1995 1451 44.8% 0 0 0 1.8 9.8 9.6

2/1 Barrack Road (S) Ahead Left U D 1 80 - 363 1921 1297 28.0% - - - 1.0 9.7 5.0


(S) Ahead Right

U+O D C 1 80 - 410 2061:1921 1388 29.5% 6 0 0 1.1 9.8 5.7

3/1 Site Access Left Ahead

Right U E 1 7 - 1 1556 104 1.0% - - - 0.0 70.3 0.0

4/1 Leicester

Street Right Ahead Left

U F 1 7 - 11 1935 129 8.5% - - - 0.2 68.0 0.4

Ped Link: P1 Southbound - G 1 6 - 0 - 0 0.0% - - - - - -

Ped Link: P2 Northbound - H 1 13 - 0 - 0 0.0% - - - - - -

C1 PRC for Signalled Lanes (%): 101.0 Total Delay for Signalled Lanes (pcuHr): 5.72 Cycle Time (s): 120 PRC Over All Lanes (%): 101.0 Total Delay Over All Lanes(pcuHr): 5.72

Basic Results Summary Scenario 2: 'WO Dev PM' (FG2: '2016 WO Dev PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


AB

CD

1 Min: 5

8 71s

AB

H

2 Min: 0

6 0s

EH

3 Min: 7

6 7s

FG

4 Min: 6

9 13s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 710

26 : 079

3 6 : 785

4 9 : 1398



Destination

Origin

A B C D Tot.

A 0 89 912 1 1002

B 91 0 94 0 185

C 1179 9 0 1 1189

D 1 0 2 0 3

Tot. 1271 98 1008 2 2379


Org Zone

Org Lane

Dest Zone

Dest Lane

Scenario 2: WO Dev PM

1 A 1/1 B 6/1 89

2 B 4/1 A 5/2 91

3 A 1/2 C 8/2 522

4 A 1/1 C 8/1 390

5 B 4/1 C 8/1 94

6 C 2/2 A 5/2 612

7 C 2/2 B 6/1 9

8 C 2/1 A 5/1 567

9 A 1/2 D 7/1 1

10 B 4/1 D 7/1 0

11 C 2/1 D 7/1 1

12 D 3/1 B 6/1 0

13 D 3/1 C 8/2 2

14 D 3/1 A 5/1 1



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 76.5% 10 0 0 12.7 - -

Barrack Road

Junction - - - - - - - - - 76.5% 10 0 0 12.7 - -



(N) Right Ahead

U+O A B 1 77 - 523 2055:1995 1332 39.3% 1 0 0 1.8 12.1 8.4



(S) Ahead Right

U+O D C 1 73 - 621 2061:1921 1267 49.0% 9 0 0 2.7 15.5 11.8


Right U E 1 7 - 3 1795 120 2.5% - - - 0.1 68.2 0.1

4/1 Leicester


U F 1 14 - 185 1935 242 76.5% - - - 4.2 80.8 7.5




Basic Results Summary Scenario 3: 'WO Dev School PK' (FG3: '2016 WO Dev School PK', Plan 1: 'Network Control Plan 1') Network Layout Diagram


AB

CD

1 Min: 5

8 78s

AB

H

2 Min: 0

6 0s

EH

3 Min: 7

6 7s

FG

4 Min: 6

9 6s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 780

26 : 086

3 6 : 792

4 9 : 6105



Destination

Origin

A B C D Tot.

A 0 18 819 1 838

B 18 0 19 0 37

C 947 14 0 1 962

D 2 0 3 0 5

Tot. 967 32 841 2 1842

Basic Results Summary Traffic Route Flows

Route Num

Org Zone

Org Lane

Dest Zone

Dest Lane

Scenario 3: WO Dev

School PK

1 A 1/1 B 6/1 18

2 B 4/1 A 5/2 18

3 A 1/2 C 8/2 441

4 A 1/1 C 8/1 378

5 B 4/1 C 8/1 19

6 C 2/2 A 5/2 495

7 C 2/2 B 6/1 14

8 C 2/1 A 5/1 452

9 A 1/2 D 7/1 1

10 B 4/1 D 7/1 0

11 C 2/1 D 7/1 1

12 D 3/1 B 6/1 0

13 D 3/1 C 8/2 3

14 D 3/1 A 5/1 2



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 36.7% 15 0 0 5.6 - -

Barrack Road

Junction - - - - - - - - - 36.7% 15 0 0 5.6 - -



(N) Right Ahead

U+O A B 1 84 - 442 2055:1995 1452 30.4% 1 0 0 1.0 8.3 5.7



(S) Ahead Right

U+O D C 1 80 - 509 2061:1921 1388 36.7% 14 0 0 1.5 10.5 7.4


Right U E 1 7 - 5 1768 118 4.2% - - - 0.1 68.7 0.2

4/1 Leicester


U F 1 7 - 37 1935 129 28.7% - - - 0.7 72.8 1.4




Basic Results Summary Scenario 4: 'With Dev AM' (FG4: '2016 With Dev AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


AB

CD

1 Min: 5

8 70s

AB

H

2 Min: 0

6 0s

EH

3 Min: 7

6 15s

FG

4 Min: 6

9 6s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 700

26 : 078

3 6 : 1584

4 9 : 6105



Destination

Origin

A B C D Tot.

A 0 16 1232 196 1444

B 5 0 6 0 11

C 765 6 0 123 894

D 72 0 115 0 187

Tot. 842 22 1353 319 2536


Route Num

Org Zone

Org Lane

Dest Zone

Dest Lane

Scenario 4: With Dev

AM

1 A 1/1 B 6/1 16

2 B 4/1 A 5/2 5

3 A 1/2 C 8/2 607

4 A 1/1 C 8/1 625

5 B 4/1 C 8/1 6

6 C 2/2 A 5/2 463

7 C 2/2 B 6/1 6

8 C 2/1 A 5/1 302

9 A 1/2 D 7/1 196

10 B 4/1 D 7/1 0

11 C 2/1 D 7/1 123

12 D 3/1 B 6/1 0

13 D 3/1 C 8/2 115

14 D 3/1 A 5/1 72



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 79.1% 192 7 3 14.6 - -

Barrack Road

Junction - - - - - - - - - 79.1% 192 7 3 14.6 - -



(N) Right Ahead

U+O A B 1 76 - 803 2055:1995 1354 59.3% 186 7 3 3.8 17.2 13.8



(S) Ahead Right

U+O D C 1 72 - 469 2061:1921 1250 37.5% 6 0 0 1.9 14.4 8.2


Right U E 1 15 - 187 1774 237 79.1% - - - 4.4 84.3 7.8

4/1 Leicester


U F 1 7 - 11 1935 129 8.5% - - - 0.2 68.0 0.4




Basic Results Summary Scenario 5: 'With Dev PM' (FG5: '2016 With Dev PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


AB

CD

1 Min: 5

8 68s

AB

H

2 Min: 0

6 0s

EH

3 Min: 7

6 10s

FG

4 Min: 6

9 13s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 680

26 : 076

3 6 : 1082

4 9 : 1398



Destination

Origin

A B C D Tot.

A 0 89 912 47 1048

B 91 0 94 0 185

C 1179 9 0 60 1248

D 68 0 54 0 122

Tot. 1338 98 1060 107 2603


Route Num

Org Zone

Org Lane

Dest Zone

Dest Lane


PM

1 A 1/1 B 6/1 89

2 B 4/1 A 5/2 91

3 A 1/2 C 8/2 513

4 A 1/1 C 8/1 399

5 B 4/1 C 8/1 94

6 C 2/2 A 5/2 642

7 C 2/2 B 6/1 9

8 C 2/1 A 5/1 537

9 A 1/2 D 7/1 47

10 B 4/1 D 7/1 0

11 C 2/1 D 7/1 60

12 D 3/1 B 6/1 0

13 D 3/1 C 8/2 54

14 D 3/1 A 5/1 68



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 78.0% 45 10 1 18.1 - -

Barrack Road

Junction - - - - - - - - - 78.0% 45 10 1 18.1 - -



(N) Right Ahead

U+O A B 1 74 - 560 2055:1995 1291 43.4% 36 10 1 2.5 15.9 9.4



(S) Ahead Right

U+O D C 1 70 - 651 2061:1921 1216 53.5% 9 0 0 3.2 17.9 13.3


Right U E 1 10 - 122 1707 156 78.0% - - - 3.4 101.1 5.6

4/1 Leicester


U F 1 14 - 185 1935 242 76.5% - - - 4.2 80.8 7.5




Basic Results Summary Scenario 6: 'With Dev School PK' (FG6: '2016 With Dev School PK', Plan 1: 'Network Control Plan 1') Network Layout Diagram


AB

CD

1 Min: 5

8 67s

AB

H

2 Min: 0

6 0s

EH

3 Min: 7

6 18s

FG

4 Min: 6

9 6s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 670

26 : 075

3 6 : 1881

4 9 : 6105



Destination

Origin

A B C D Tot.

A 0 18 819 68 905

B 18 0 19 0 37

C 947 14 0 79 1040

D 111 0 97 0 208

Tot. 1076 32 935 147 2190


Route Num

Org Zone

Org Lane

Dest Zone

Dest Lane


School PK

1 A 1/1 B 6/1 18

2 B 4/1 A 5/2 18

3 A 1/2 C 8/2 429

4 A 1/1 C 8/1 390

5 B 4/1 C 8/1 19

6 C 2/2 A 5/2 532

7 C 2/2 B 6/1 14

8 C 2/1 A 5/1 415

9 A 1/2 D 7/1 68

10 B 4/1 D 7/1 0

11 C 2/1 D 7/1 79

12 D 3/1 B 6/1 0

13 D 3/1 C 8/2 97

14 D 3/1 A 5/1 111



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network - - - - - - - - - 76.6% 79 2 1 13.6 - -

Barrack Road

Junction - - - - - - - - - 76.6% 79 2 1 13.6 - -



(N) Right Ahead

U+O A B 1 73 - 497 2055:1995 1282 38.8% 65 2 1 2.0 14.8 7.7



(S) Ahead Right

U+O D C 1 69 - 546 2061:1921 1200 45.5% 14 0 0 2.6 17.0 10.6


Right U E 1 18 - 208 1716 272 76.6% - - - 4.4 75.3 8.1

4/1 Leicester


U F 1 7 - 37 1935 129 28.7% - - - 0.7 72.8 1.4




Basic Results Summary Basic Results Summary User and Project Details Project: Regents Square Junciton

Title: Regents Square Junciton Linsig assessment

Location:

File name: Barrack Rd_Grafton St_A508_Campbell St Juction.lsg3x

Author:

Company: JMP

Address:

Notes: Phase Input Data Phase Name Phase Type Assoc. Phase Street Min Cont Min

A Traffic 7 7

B Traffic 7 7

C Traffic 7 7

D Traffic 7 7

E Traffic 7 7

F Traffic 7 7

G Traffic 7 7

H Traffic 7 7

I Traffic 7 7

J Pedestrian 6 6

K Pedestrian 6 6

L Pedestrian 6 6

M Pedestrian 6 6

N Pedestrian 6 6

O Pedestrian 6 6

P Pedestrian 6 6

Basic Results Summary Phase Diagram

A B C

DE

F

G

HI

JK

L

M

N

O

P

Basic Results Summary Phase Intergreens Matrix

Starting Phase

Terminating Phase

A B C D E F G H I J K L M N O P

A - - - 5 5 - 7 6 5 - - - - - 8 -

B - - - 5 6 - - 5 5 - - - - - - -

C - - - - - - - - 5 5 - - - - - -

D 5 5 - - - - 5 - 6 - - 5 - - - -

E 5 5 - - - - 7 5 - - - 5 - - 8 -

F - - - - - - - - - - - - 5 - - -

G 5 - - 5 5 - - 5 6 - - - - 5 - -

H 5 5 - - 6 - 5 - - - - - 5 - - 5

I 6 7 8 5 - - 5 - - - 8 - - - - 5

J - - 7 - - - - - - - - - - - - -

K - - - - - - - - 6 - - - - - - -

L - - - 13 13 - - - - - - - - - - -

M - - - - - 9 - 5 - - - - - - - -

N - - - - - - 9 - - - - - - - - -

O 5 - - - 5 - - - - - - - - - - -

P - - - - - - - 12 12 - - - - - - -

Stage Diagram

A B C

DE

F

G

HI

J K

L

M

NO

P

1 Min >= 3A B C

DE

F

G

HI

J K

L

M

NO

P

2 Min >= 0A B C

DE

F

G

HI

J K

L

M

NO

P

3 Min >= 6A B C

DE

F

G

HI

J K

L

M

NO

P

4 Min >= 4

A B C

DE

F

G

HI

J K

L

M

NO

P

5 Min >= 0A B C

DE

F

G

HI

J K

L

M

NO

P

6 Min >= 6

Phase Delays Term. Stage Start Stage Phase Type Value Cont value

2 3 A Losing 3 3

3 4 B Losing 9 9

3 4 C Losing 9 9

3 4 G Losing 9 9

Basic Results Summary Scenario 1: 'WO Dev AM' (FG1: '2016 WO Dev AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


A

J K

L

M

N

P

1 Min: 3

8 3s

A B C

F

K

LN

P

2 Min: 0

9 0s

B C

F

G

K

L

O

P

3 Min: 6

11 13s

D

FH

J K

N

4 Min: 7

14 7s

DE

F

J

N

5 Min: 0

6 2s

EF

I

J

N

6 Min: 7

6 41s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 30

29 : 011

3 11 : 1320

4 14 : 744

56 : 265

6 6 : 4173

P PO ON NM ML LK KJ JI I



Destination

Origin

A B C D E Tot.

A 0 336 648 154 34 1172

B 172 0 76 528 41 817

C 367 0 0 1 12 380

D 146 820 67 0 20 1053

E 84 0 0 0 0 84

Tot. 769 1156 791 683 107 3506


Org Zone

Org Lane

Dest Zone

Dest Lane

Scenario 1: WO Dev AM

1 A 1/1 B 6/2 336

2 B 2/3 A 5/2 172

3 A 1/2 C 7/2 324

4 B 2/1 C 7/1 76

5 C 3/3 A 5/2 183

6 A 1/4 D 8/2 154

7 D 4/1 B 6/1 327

8 B 2/2 D 8/2 302

9 D 4/1 A 5/2 146

10 B 2/1 D 8/1 226

11 D 4/3 C 7/1 67

12 D 4/2 B 6/2 493

13 A 1/2 C 7/1 324

14 C 3/2 D 8/1 1

15 C 3/2 A 5/1 184

16 A 1/4 E 9/1 34

17 B 2/3 E 9/1 41

18 C 3/2 E 9/1 12

19 D 4/1 E 9/1 20

20 E 10/1 A 5/1 84



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)



Network: Regents Square Junciton Linsig

assessment - - - - - - - - - 76.8% 17 67 0 42.9 - -

Unnamed Junction - - - - - - - - - 76.8% 17 67 0 42.9 - -

1/1 Barrack Rd (N) Left U C 1 35 - 336 1940 582 57.7% - - - 4.0 42.8 10.1

1/2+1/3 Barrack Rd (N) Ahead U B 1 40 - 648 2080:2080 427+427 75.8 :

75.8% - - - 7.3 40.7 14.9

1/4 Barrack Rd (N) Right Right2

U A 1 17 - 188 2080 312 60.3% - - - 3.2 62.0 6.6

2/1 Campbell St (E) Left Ahead U E 1 49 - 302 1940 808 37.4% - - - 2.3 27.7 7.2

2/2 Campbell St (E) Ahead U E 1 49 - 302 2080 867 34.8% - - - 2.3 27.1 7.1

2/3 Campbell St

(E) Right Ahead

U D 1 15 - 213 2080 277 76.8% - - - 4.5 76.9 8.4

3/2+3/1 Broad St (S) Ahead Left

Left2 U G 1 23 - 197 2080:1940 392+28 47.0 :

47.0% - - - 2.7 50.0 5.8

3/3 Broad St (S) Ahead U G 1 23 - 183 2080 416 44.0% - - - 2.5 49.8 5.7

4/1 Grafton St (W)

Left Ahead U-Turn

U I 1 41 - 493 1940 679 72.6% - - - 6.0 43.5 15.5

4/2 Grafton St (W) Ahead U I 1 41 - 493 2080 728 67.7% - - - 5.6 40.8 15.0

4/3 Grafton St (W) Right U H 1 7 - 67 1940 129 51.8% - - - 1.5 82.5 2.7

7/1 Broad St Exit U F 1 100 - 467 1940 1633 28.6% - - - 0.5 3.6 7.9

7/2 Broad St Exit U F 1 100 - 324 2080 1751 18.5% - - - 0.3 3.7 7.2

Basic Results Summary

10/1 St Geoges St Left O - - - - 84 1687 675 12.5% 17 67 0 0.1 3.0 0.1

Ped Link: P1 J - J 1 73 - 0 - 0 0.0% - - - - - -

Ped Link: P2 K - K 1 57 - 0 - 0 0.0% - - - - - -

Ped Link: P3 L - L 1 39 - 0 - 0 0.0% - - - - - -

Ped Link: P4 M - M 1 6 - 0 - 0 0.0% - - - - - -

Ped Link: P5 N - N 1 82 - 0 - 0 0.0% - - - - - -

Ped Link: P6 O - O 1 13 - 0 - 0 0.0% - - - - - -

Ped Link: P7 P - P 1 39 - 0 - 0 0.0% - - - - - -


Basic Results Summary Scenario 2: 'WO Dev PM' (FG2: '2016 WO Dev PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


A

J K

L

M

N

P

1 Min: 3

8 3s

A B C

F

K

LN

P

2 Min: 0

9 0s

B C

F

G

K

L

O

P

3 Min: 6

11 13s

D

FH

J K

N

4 Min: 7

14 7s

DE

F

J

N

5 Min: 0

6 8s

EF

I

J

N

6 Min: 7

6 35s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 30

29 : 011

3 11 : 1320

4 14 : 744

5 6 : 865

6 6 : 3579




Destination

Origin

A B C D E Tot.

A 0 183 531 150 8 872

B 317 0 96 508 24 945

C 681 0 0 0 10 691

D 152 832 49 0 23 1056

E 61 0 0 0 0 61

Tot. 1211 1015 676 658 65 3625


Org Zone

Org Lane

Dest Zone

Dest Lane

Scenario 2: WO Dev PM

1 A 1/1 B 6/2 183

2 B 2/3 A 5/2 317

3 A 1/2 C 7/2 265

4 B 2/1 C 7/1 96

5 C 3/3 A 5/2 340

6 A 1/4 D 8/2 150

7 D 4/1 B 6/1 329

8 B 2/2 D 8/2 302

9 D 4/1 A 5/2 152

10 B 2/1 D 8/1 206

11 D 4/3 C 7/1 49

12 D 4/2 B 6/2 503

13 A 1/2 C 7/1 266

14 C 3/2 D 8/1 0

15 C 3/2 A 5/1 341

16 A 1/4 E 9/1 8

17 B 2/3 E 9/1 24

18 C 3/2 E 9/1 10

19 D 4/1 E 9/1 23

20 E 10/1 A 5/1 61



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




assessment - - - - - - - - - 89.4% 12 49 0 53.8 - -




62.2% - - - 5.3 35.8 9.7


U A 1 17 - 158 2080 312 50.6% - - - 2.6 58.5 5.3



2/3 Campbell St

(E) Right Ahead

U D 1 21 - 341 2080 381 89.4% - - - 8.1 85.8 14.7


Left2 U G 1 23 - 351 2080:1940 402+12 84.8 :

84.8% - - - 7.1 72.6 13.6


4/1 Grafton St (W)

Left Ahead U-Turn

U I 1 35 - 504 1940 582 86.6% - - - 8.6 61.2 18.8



7/1 Broad St Exit U F 1 100 - 411 1940 1633 25.2% - - - 0.4 3.8 7.3

7/2 Broad St Exit U F 1 100 - 265 2080 1751 15.1% - - - 0.3 4.1 7.0



Ped Link: P1 J - J 1 73 - 0 - 0 0.0% - - - - - -

Ped Link: P2 K - K 1 57 - 0 - 0 0.0% - - - - - -

Ped Link: P3 L - L 1 39 - 0 - 0 0.0% - - - - - -

Ped Link: P4 M - M 1 6 - 0 - 0 0.0% - - - - - -

Ped Link: P5 N - N 1 82 - 0 - 0 0.0% - - - - - -

Ped Link: P6 O - O 1 13 - 0 - 0 0.0% - - - - - -

Ped Link: P7 P - P 1 39 - 0 - 0 0.0% - - - - - -


Basic Results Summary Scenario 3: 'WO Dev School PK' (FG3: '2016 WO Dev School PK', Plan 1: 'Network Control Plan 1') Network Layout Diagram


A

J K

L

M

N

P

1 Min: 3

8 3s

A B C

F

K

LN

P

2 Min: 0

9 0s

B C

F

G

K

L

O

P

3 Min: 6

11 14s

D

FH

J K

N

4 Min: 7

14 7s

DE

F

J

N

5 Min: 0

6 8s

EF

I

J

N

6 Min: 7

6 34s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 30

29 : 011

3 11 : 1420

4 14 : 745

5 6 : 866

6 6 : 3480




Destination

Origin

A B C D E Tot.

A 0 177 474 164 14 829

B 261 0 86 474 41 862

C 545 0 0 0 8 553

D 123 661 45 0 14 843

E 112 0 0 0 0 112

Tot. 1041 838 605 638 77 3199


Route Num

Org Zone

Org Lane

Dest Zone

Dest Lane

Scenario 3: WO Dev

School PK

1 A 1/1 B 6/2 177

2 B 2/3 A 5/2 261

3 A 1/2 C 7/2 237

4 B 2/1 C 7/1 86

5 C 3/3 A 5/2 272

6 A 1/4 D 8/2 164

7 D 4/1 B 6/1 262

8 B 2/2 D 8/2 280

9 D 4/1 A 5/2 123

10 B 2/1 D 8/1 194

11 D 4/3 C 7/1 45

12 D 4/2 B 6/2 399

13 A 1/2 C 7/1 237

14 C 3/2 D 8/1 0

15 C 3/2 A 5/1 273

16 A 1/4 E 9/1 14

17 B 2/3 E 9/1 41

18 C 3/2 E 9/1 8

19 D 4/1 E 9/1 14

20 E 10/1 A 5/1 112



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




assessment - - - - - - - - - 79.2% 23 89 0 39.8 - -




54.4% - - - 4.4 33.3 7.4


U A 1 17 - 178 2080 312 57.1% - - - 3.0 60.7 6.1



2/3 Campbell St

(E) Right Ahead

U D 1 21 - 302 2080 381 79.2% - - - 5.7 68.5 11.4


Left2 U G 1 24 - 281 2080:1940 419+12 65.2 :

65.2% - - - 4.3 55.2 9.3


4/1 Grafton St (W)

Left Ahead U-Turn

U I 1 34 - 399 1940 566 70.5% - - - 5.4 48.5 13.0



7/1 Broad St Exit U F 1 100 - 368 1940 1633 22.5% - - - 0.4 3.8 6.3

7/2 Broad St Exit U F 1 100 - 237 2080 1751 13.5% - - - 0.3 4.3 6.1



Ped Link: P1 J - J 1 72 - 0 - 0 0.0% - - - - - -

Ped Link: P2 K - K 1 58 - 0 - 0 0.0% - - - - - -

Ped Link: P3 L - L 1 40 - 0 - 0 0.0% - - - - - -

Ped Link: P4 M - M 1 6 - 0 - 0 0.0% - - - - - -

Ped Link: P5 N - N 1 81 - 0 - 0 0.0% - - - - - -

Ped Link: P6 O - O 1 14 - 0 - 0 0.0% - - - - - -

Ped Link: P7 P - P 1 40 - 0 - 0 0.0% - - - - - -


Basic Results Summary Scenario 4: 'With Dev AM' (FG4: '2016 With Dev AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


A

J K

L

M

N

P

1 Min: 3

8 3s

A B C

F

K

LN

P

2 Min: 0

9 0s

B C

F

G

K

L

O

P

3 Min: 6

11 13s

D

FH

J K

N

4 Min: 7

14 7s

DE

F

J

N

5 Min: 0

6 2s

EF

I

J

N

6 Min: 7

6 41s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 30

29 : 011

3 11 : 1320

4 14 : 744

56 : 265

6 6 : 4173




Destination

Origin

A B C D E Tot.

A 0 367 708 168 34 1277

B 207 0 76 528 41 852

C 395 0 0 1 12 408

D 176 820 67 0 20 1083

E 102 0 0 0 0 102

Tot. 880 1187 851 697 107 3722


Route Num

Org Zone

Org Lane

Dest Zone

Dest Lane


AM

1 A 1/1 B 6/2 367

2 B 2/3 A 5/2 207

3 A 1/2 C 7/2 354

4 B 2/1 C 7/1 76

5 C 3/3 A 5/2 197

6 A 1/4 D 8/2 168

7 D 4/1 B 6/1 312

8 B 2/2 D 8/2 302

9 D 4/1 A 5/2 176

10 B 2/1 D 8/1 226

11 D 4/3 C 7/1 67

12 D 4/2 B 6/2 508

13 A 1/2 C 7/1 354

14 C 3/2 D 8/1 1

15 C 3/2 A 5/1 198

16 A 1/4 E 9/1 34

17 B 2/3 E 9/1 41

18 C 3/2 E 9/1 12

19 D 4/1 E 9/1 20

20 E 10/1 A 5/1 102



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




assessment - - - - - - - - - 89.4% 20 82 0 49.0 - -




82.8% - - - 8.9 45.2 18.4


U A 1 17 - 202 2080 312 64.7% - - - 3.6 64.1 7.2



2/3 Campbell St

(E) Right Ahead

U D 1 15 - 248 2080 277 89.4% - - - 7.0 100.9 11.6


Left2 U G 1 23 - 211 2080:1940 393+26 50.4 :

50.4% - - - 3.0 51.0 6.4


4/1 Grafton St (W)

Left Ahead U-Turn

U I 1 41 - 508 1940 679 74.8% - - - 6.3 44.7 16.3



7/1 Broad St Exit U F 1 100 - 497 1940 1633 30.4% - - - 0.5 3.5 8.0

7/2 Broad St Exit U F 1 100 - 354 2080 1751 20.2% - - - 0.3 3.5 7.2



Ped Link: P1 J - J 1 73 - 0 - 0 0.0% - - - - - -

Ped Link: P2 K - K 1 57 - 0 - 0 0.0% - - - - - -

Ped Link: P3 L - L 1 39 - 0 - 0 0.0% - - - - - -

Ped Link: P4 M - M 1 6 - 0 - 0 0.0% - - - - - -

Ped Link: P5 N - N 1 82 - 0 - 0 0.0% - - - - - -

Ped Link: P6 O - O 1 13 - 0 - 0 0.0% - - - - - -

Ped Link: P7 P - P 1 39 - 0 - 0 0.0% - - - - - -


Basic Results Summary Scenario 5: 'With Dev PM' (FG5: '2016 With Dev PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


A

J K

L

M

N

P

1 Min: 3

8 3s

A B C

F

K

LN

P

2 Min: 0

9 0s

B C

F

G

K

L

O

P

3 Min: 6

11 13s

D

FH

J K

N

4 Min: 7

14 7s

DE

F

J

N

5 Min: 0

6 9s

EF

I

J

N

6 Min: 7

6 34s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 30

29 : 011

3 11 : 1320

4 14 : 744

5 6 : 965

6 6 : 3480




Destination

Origin

A B C D E Tot.

A 0 193 559 158 8 918

B 338 0 96 508 24 966

C 702 0 0 0 10 712

D 162 832 49 0 23 1066

E 65 0 0 0 0 65

Tot. 1267 1025 704 666 65 3727


Route Num

Org Zone

Org Lane

Dest Zone

Dest Lane


PM

1 A 1/1 B 6/2 193

2 B 2/3 A 5/2 338

3 A 1/2 C 7/2 279

4 B 2/1 C 7/1 96

5 C 3/3 A 5/2 351

6 A 1/4 D 8/2 158

7 D 4/1 B 6/1 324

8 B 2/2 D 8/2 302

9 D 4/1 A 5/2 162

10 B 2/1 D 8/1 206

11 D 4/3 C 7/1 49

12 D 4/2 B 6/2 508

13 A 1/2 C 7/1 280

14 C 3/2 D 8/1 0

15 C 3/2 A 5/1 351

16 A 1/4 E 9/1 8

17 B 2/3 E 9/1 24

18 C 3/2 E 9/1 10

19 D 4/1 E 9/1 23

20 E 10/1 A 5/1 65



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




assessment - - - - - - - - - 90.8% 13 52 0 58.2 - -




65.4% - - - 5.7 36.7 10.9


U A 1 17 - 166 2080 312 53.2% - - - 2.7 59.4 5.6



2/3 Campbell St

(E) Right Ahead

U D 1 22 - 362 2080 399 90.8% - - - 8.8 87.7 15.8


Left2 U G 1 23 - 361 2080:1940 402+11 87.2 :

87.2% - - - 7.7 77.0 14.6


4/1 Grafton St (W)

Left Ahead U-Turn

U I 1 34 - 509 1940 566 90.0% - - - 9.7 68.6 20.2



7/1 Broad St Exit U F 1 100 - 425 1940 1633 26.0% - - - 0.4 3.7 7.8

7/2 Broad St Exit U F 1 100 - 279 2080 1751 15.9% - - - 0.3 4.0 7.2



Ped Link: P1 J - J 1 73 - 0 - 0 0.0% - - - - - -

Ped Link: P2 K - K 1 57 - 0 - 0 0.0% - - - - - -

Ped Link: P3 L - L 1 39 - 0 - 0 0.0% - - - - - -

Ped Link: P4 M - M 1 6 - 0 - 0 0.0% - - - - - -

Ped Link: P5 N - N 1 82 - 0 - 0 0.0% - - - - - -

Ped Link: P6 O - O 1 13 - 0 - 0 0.0% - - - - - -

Ped Link: P7 P - P 1 39 - 0 - 0 0.0% - - - - - -

C1 PRC for Signalled Lanes (%): -0.9 Total Delay for Signalled Lanes (pcuHr): 58.14 Cycle Time (s): 120 PRC Over All Lanes (%): -0.9 Total Delay Over All Lanes(pcuHr): 58.20

Basic Results Summary Scenario 6: 'With Dev School PK' (FG6: '2016 With Dev School PK', Plan 1: 'Network Control Plan 1') Network Layout Diagram


A

J K

L

M

N

P

1 Min: 3

8 3s

A B C

F

K

LN

P

2 Min: 0

9 0s

B C

F

G

K

L

O

P

3 Min: 6

11 14s

D

FH

J K

N

4 Min: 7

14 7s

DE

F

J

N

5 Min: 0

6 8s

EF

I

J

N

6 Min: 7

6 34s


0

0

10

10

20

20

30

30

40

40

50

50

60

60

70

70

80

80

90

90

100

100

110

110

120

120

Time in cycle (sec)

Pha

ses

1 8 : 30

29 : 011

3 11 : 1420

4 14 : 745

5 6 : 866

6 6 : 3480




Destination

Origin

A B C D E Tot.

A 0 195 523 180 14 912

B 287 0 86 474 41 888

C 568 0 0 0 8 576

D 136 661 45 0 14 856

E 123 0 0 0 0 123

Tot. 1114 856 654 654 77 3355


Route Num

Org Zone

Org Lane

Dest Zone

Dest Lane


School PK

1 A 1/1 B 6/2 195

2 B 2/3 A 5/2 287

3 A 1/2 C 7/2 261

4 B 2/1 C 7/1 86

5 C 3/3 A 5/2 284

6 A 1/4 D 8/2 180

7 D 4/1 B 6/1 256

8 B 2/2 D 8/2 280

9 D 4/1 A 5/2 136

10 B 2/1 D 8/1 194

11 D 4/3 C 7/1 45

12 D 4/2 B 6/2 405

13 A 1/2 C 7/1 262

14 C 3/2 D 8/1 0

15 C 3/2 A 5/1 284

16 A 1/4 E 9/1 14

17 B 2/3 E 9/1 41

18 C 3/2 E 9/1 8

19 D 4/1 E 9/1 14

20 E 10/1 A 5/1 123



Lane Type

Full Phase

Arrow Phase

Num Greens

Total Green (s)

Arrow Green (s)

Demand Flow (pcu)

Sat Flow (pcu/Hr)

Capacity (pcu)

Deg Sat (%)




Total Delay (pcuHr)




assessment - - - - - - - - - 86.0% 26 97 0 43.3 - -




60.0% - - - 5.0 34.5 9.3


U A 1 17 - 194 2080 312 62.2% - - - 3.4 62.9 6.8



2/3 Campbell St

(E) Right Ahead

U D 1 21 - 328 2080 381 86.0% - - - 7.1 78.1 13.4


Left2 U G 1 24 - 292 2080:1940 419+12 67.7 :

67.7% - - - 4.6 56.4 9.8


4/1 Grafton St (W)

Left Ahead U-Turn

U I 1 34 - 406 1940 566 71.8% - - - 5.5 49.2 13.3



7/1 Broad St Exit U F 1 100 - 393 1940 1633 24.1% - - - 0.4 3.8 7.1

7/2 Broad St Exit U F 1 100 - 261 2080 1751 14.9% - - - 0.3 4.2 6.8



Ped Link: P1 J - J 1 72 - 0 - 0 0.0% - - - - - -

Ped Link: P2 K - K 1 58 - 0 - 0 0.0% - - - - - -

Ped Link: P3 L - L 1 40 - 0 - 0 0.0% - - - - - -

Ped Link: P4 M - M 1 6 - 0 - 0 0.0% - - - - - -

Ped Link: P5 N - N 1 81 - 0 - 0 0.0% - - - - - -

Ped Link: P6 O - O 1 14 - 0 - 0 0.0% - - - - - -

Ped Link: P7 P - P 1 40 - 0 - 0 0.0% - - - - - -


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "P:\2014\ST14296 - Barrack Road Secondary School\Calculations\Junction Assessments\ Barrack Rd, Lorne Road Junction.vpi"(drive-on-the-left) at 11:18:45 on Thursday, 12 June 2014

RUN INFORMATION *************** RUN TITLE : Barrack Road / Lorne Road Junction LOCATION : Northampton DATE : 12/06/14 CLIENT : Northamptonshire County Council ENUMERATOR : Wnelson [BRS0909] JOB NUMBER : STATUS : Completed DESCRIPTION :

MAJOR/MINOR JUNCTION CAPACITY AND DELAY *************************************** INPUT DATA ---------- MINOR ROAD (ARM D) I I I I I I MAJOR ROAD (ARM C) --------------------- MAJOR ROAD (ARM A) I I I I I I MINOR ROAD (ARM B) ARM A IS Barrack Rd North ARM B IS Lorne Road ARM C IS Barrack Road South ARM D IS Gibraltar Barracks Access

STREAM LABELLING CONVENTION --------------------------- STREAM A-B CONTAINS TRAFFIC GOING FROM ARM A TO ARM B STREAM B-AC CONTAINS TRAFFIC GOING FROM ARM B TO ARM A AND TO ARM C ETC.

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction.vpo - Page 2 -------------------------------------------------------------------------------- GEOMETRIC DATA -------------- ---------------------------------------------------------------------------------------------------------- I DATA ITEM I MINOR ROAD B I MINOR ROAD D I ---------------------------------------------------------------------------------------------------------- I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 16.50 M. I ( W ) 11.00 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I (WCR ) 0.00 M. I I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 3.20 M. I (WA-D) 3.20 M. I I - VISIBILITY I (VC-B) 85.00 M. I (VA-D)100.00 M. I I - BLOCKS TRAFFIC I NO I NO I I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 45.0 M. I (VD-A) 30.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 25.0 M. I (VD-C) 25.0 M. I I - LANE 1 WIDTH I (WB-C) - I (WD-A) - I I - LANE 2 WIDTH I (WB-A) - I (WD-C) - I I WIDTH AT 0 M FROM JUNCTION I 10.00 M. I 10.00 M. I I WIDTH AT 5 M FROM JUNCTION I 5.50 M. I 5.50 M. I I WIDTH AT 10 M FROM JUNCTION I 4.50 M. I 4.25 M. I I WIDTH AT 15 M FROM JUNCTION I 4.50 M. I 4.00 M. I I WIDTH AT 20 M FROM JUNCTION I 5.00 M. I 4.00 M. I I - LENGTH OF FLARED SECTION I DERIVED: 3 PCU I 1 VEHS I ---------------------------------------------------------------------------------------------------------- .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-C STREAM A-B STREAM A-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I

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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction.vpo - Page 4 -------------------------------------------------------------------------------- I 691.01 0.15 0.15 0.15 0.15 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 691.01 0.21 0.21 0.21 0.21 I --------------------------------------------------------------------------------------------------

TRAFFIC DEMAND DATA ------------------- ----------------------- I ARM I FLOW SCALE(%) I ----------------------- I A I 100 I I B I 100 I I C I 100 I I D I 100 I -----------------------

Demand set: Barrack Road / Lorne Road Junction - AM WO Dev TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.

DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA ------------------------------------------------------------------------------------ I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I I I I I I I I I ------------------------------------------------------------------------------------ I ARM A I 15.00 I 45.00 I 75.00 I 15.55 I 23.33 I 15.55 I I ARM B I 15.00 I 45.00 I 75.00 I 1.52 I 2.29 I 1.52 I I ARM C I 15.00 I 45.00 I 75.00 I 9.77 I 14.66 I 9.77 I I ARM D I 15.00 I 45.00 I 75.00 I 0.05 I 0.08 I 0.05 I ------------------------------------------------------------------------------------

Demand set: Barrack Road / Lorne Road Junction - AM WO Dev -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 07.45 - 08.00 I I I I I I I I ARM A I 0.000 I 0.094 I 0.906 I 0.000 I I I I 0.0 I 117.0 I 1127.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 5.0)I ( 0.0)I I I I I I I I I I ARM B I 0.533 I 0.000 I 0.467 I 0.000 I I I I 65.0 I 0.0 I 57.0 I 0.0 I I I I ( 2.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.895 I 0.104 I 0.000 I 0.001 I I I I 700.0 I 81.0 I 0.0 I 1.0 I I I I ( 6.0)I ( 4.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.500 I 0.000 I 0.500 I 0.000 I I I I 2.0 I 0.0 I 2.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA THE PERCENTAGE OF HEAVY VEHICLES VARIES OVER TURNING MOVEMENTS

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET Barrack Road / Lorne Road Junction - AM WO Dev AND FOR TIME PERIOD 1

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction.vpo - Page 5 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I B-C 0.72 8.11 0.088 0.00 0.10 1.4 0.13 I I B-AD 0.82 5.46 0.149 0.00 0.17 2.5 0.21 I I A-B 1.47 I I A-C 14.14 I I A-D 0.00 8.65 0.000 0.00 0.00 0.0 0.00 I I D-A 0.03 9.44 0.003 0.00 0.00 0.0 0.11 I I D-BC 0.03 5.06 0.005 0.00 0.00 0.1 0.20 I I C-D 0.01 I I C-A 8.78 I I C-B 1.02 8.79 0.116 0.00 0.13 1.9 0.13 I I I

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------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I B-C 0.85 7.63 0.112 0.10 0.12 1.8 0.15 I I B-AD 0.97 4.91 0.198 0.17 0.24 3.5 0.25 I I A-B 1.75 I I A-C 16.89 I I A-D 0.00 8.27 0.000 0.00 0.00 0.0 0.00 I I D-A 0.03 9.02 0.003 0.00 0.00 0.0 0.11 I I D-BC 0.03 4.28 0.007 0.00 0.01 0.1 0.24 I I C-D 0.01 I I C-A 10.49 I I C-B 1.21 8.35 0.145 0.13 0.17 2.5 0.14 I I I

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QUEUE FOR STREAM B-C ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.1 08.15 0.1 08.30 0.2 08.45 0.2 09.00 0.1 09.15 0.1

QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.2 08.15 0.2 08.30 0.4 08.45 0.4 09.00 0.3 09.15 0.2

QUEUE FOR STREAM A-D ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0

QUEUE FOR STREAM D-A ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction.vpo - Page 7 -------------------------------------------------------------------------------- QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0

QUEUE FOR STREAM C-B ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.1 08.15 0.2 08.30 0.2 08.45 0.2 09.00 0.2 09.15 0.1

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction.vpo - Page 8 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 78.5 I 52.3 I 11.9 I 0.15 I 11.9 I 0.15 I I B-AD I 89.5 I 59.6 I 24.2 I 0.27 I 24.2 I 0.27 I I A-B I 161.0 I 107.4 I I I I I I A-C I 1551.2 I 1034.2 I I I I I I A-D I 0.0 I 0.0 I 0.0 I 0.00 I 0.0 I 0.00 I I D-A I 2.8 I 1.8 I 0.3 I 0.11 I 0.3 I 0.11 I I D-BC I 2.8 I 1.8 I 0.7 I 0.25 I 0.7 I 0.25 I I C-D I 1.4 I 0.9 I I I I I I C-A I 963.5 I 642.3 I I I I I I C-B I 111.5 I 74.3 I 16.0 I 0.14 I 16.0 I 0.14 I --------------------------------------------------------------------------- I ALL I 2962.1 I 1974.7 I 53.1 I 0.02 I 53.1 I 0.02 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-C STREAM A-B STREAM A-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I --------------------------------------------------------------------------------------------------

* Due to the presence of a flare, data is not available

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction.vpo - Page 10 -------------------------------------------------------------------------------- C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I -------------------------------------------------------------------------------------------------- I 691.01 0.15 0.15 0.15 0.15 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 691.01 0.21 0.21 0.21 0.21 I --------------------------------------------------------------------------------------------------


Demand set: Barrack Road / Lorne Road Junction - PM WO Dev TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


Demand set: Barrack Road / Lorne Road Junction - PM WO Dev -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 16.45 - 17.00 I I I I I I I I ARM A I 0.000 I 0.117 I 0.881 I 0.002 I I I I 0.0 I 108.0 I 816.0 I 2.0 I I I I ( 0.0)I ( 3.0)I ( 3.0)I ( 0.0)I I I I I I I I I I ARM B I 0.470 I 0.000 I 0.530 I 0.000 I I I I 63.0 I 0.0 I 71.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.938 I 0.060 I 0.000 I 0.002 I I I I 1127.0 I 72.0 I 0.0 I 2.0 I I I I ( 2.0)I ( 2.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.667 I 0.000 I 0.333 I 0.000 I I I I 2.0 I 0.0 I 1.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA THE PERCENTAGE OF HEAVY VEHICLES VARIES OVER TURNING MOVEMENTS

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET Barrack Road / Lorne Road Junction - PM WO Dev AND FOR TIME PERIOD 2


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Demand set: Copy of Barrack Road / Lorne Road Junction - AM With Dev TIME PERIOD BEGINS 07.45 AND ENDS 09.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


Demand set: Copy of Barrack Road / Lorne Road Junction - AM With Dev -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 07.45 - 08.00 I I I I I I I I ARM A I 0.000 I 0.094 I 0.906 I 0.000 I I I I 0.0 I 128.0 I 1231.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 5.0)I ( 0.0)I I I I I I I I I I ARM B I 0.568 I 0.000 I 0.432 I 0.000 I I I I 75.0 I 0.0 I 57.0 I 0.0 I I I I ( 2.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.908 I 0.091 I 0.000 I 0.001 I I I I 810.0 I 81.0 I 0.0 I 1.0 I I I I ( 6.0)I ( 4.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.500 I 0.000 I 0.500 I 0.000 I I I I 2.0 I 0.0 I 2.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA THE PERCENTAGE OF HEAVY VEHICLES VARIES OVER TURNING MOVEMENTS

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET Copy of Barrack Road / Lorne Road Junction - AM With Dev AND FOR TIME PERIOD 1


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QUEUE FOR STREAM B-AD ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.2 08.15 0.3 08.30 0.6 * 08.45 0.6 * 09.00 0.3 09.15 0.2





Demand set: Copy of Barrack Road / Lorne Road Junction - PM With Dev TIME PERIOD BEGINS 16.45 AND ENDS 18.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


Demand set: Copy of Barrack Road / Lorne Road Junction - PM With Dev -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 16.45 - 17.00 I I I I I I I I ARM A I 0.000 I 0.117 I 0.881 I 0.002 I I I I 0.0 I 114.0 I 861.0 I 2.0 I I I I ( 0.0)I ( 3.0)I ( 3.0)I ( 0.0)I I I I I I I I I I ARM B I 0.482 I 0.000 I 0.518 I 0.000 I I I I 66.0 I 0.0 I 71.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM C I 0.941 I 0.057 I 0.000 I 0.002 I I I I 1183.0 I 72.0 I 0.0 I 2.0 I I I I ( 2.0)I ( 2.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.667 I 0.000 I 0.333 I 0.000 I I I I 2.0 I 0.0 I 1.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA THE PERCENTAGE OF HEAVY VEHICLES VARIES OVER TURNING MOVEMENTS

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET Copy of Barrack Road / Lorne Road Junction - PM With Dev AND FOR TIME PERIOD 2


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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 97.7 I 65.2 I 13.7 I 0.14 I 13.7 I 0.14 I I B-AD I 90.8 I 60.6 I 24.4 I 0.27 I 24.4 I 0.27 I I A-B I 156.9 I 104.6 I I I I I I A-C I 1185.1 I 790.1 I I I I I I A-D I 2.8 I 1.8 I 0.4 I 0.14 I 0.4 I 0.14 I I D-A I 2.8 I 1.8 I 0.4 I 0.13 I 0.4 I 0.13 I I D-BC I 1.4 I 0.9 I 0.5 I 0.35 I 0.5 I 0.35 I I C-D I 2.8 I 1.8 I I I I I I C-A I 1628.3 I 1085.5 I I I I I I C-B I 99.1 I 66.1 I 12.4 I 0.13 I 12.4 I 0.13 I --------------------------------------------------------------------------- I ALL I 3267.6 I 2178.4 I 51.8 I 0.02 I 51.8 I 0.02 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* ============================================= end of file ===============================================

Printed at 11:19:12 on 12/06/2014]

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction - School PM Peak.vpo - Page 1 -------------------------------------------------------------------------------- TRL LIMITED (C) COPYRIGHT 2006 CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS PICADY 5.1 ANALYSIS PROGRAM RELEASE 4.0 (SEPT 2008) ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO -------------------------------------------------------- FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE BUREAU TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] -------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION Run with file:- "P:\2014\ST14296 - Barrack Road Secondary School\Calculations\Junction Assessments\ Barrack Rd, Lorne Road Junction - School PM Peak.vpi"(drive-on-the-left) at 11:29:59 on Thursday, 12 June 2014

RUN INFORMATION *************** RUN TITLE : Barrack Road / Lorne Road Junction LOCATION : Northampton DATE : 12/06/14 CLIENT : Northamptonshire County Council ENUMERATOR : Wnelson [BRS0909] JOB NUMBER : STATUS : Completed DESCRIPTION :

MAJOR/MINOR JUNCTION CAPACITY AND DELAY *************************************** INPUT DATA ---------- MINOR ROAD (ARM D) I I I I I I MAJOR ROAD (ARM C) --------------------- MAJOR ROAD (ARM A) I I I I I I MINOR ROAD (ARM B) ARM A IS Barrack Rd North ARM B IS Lorne Road ARM C IS Barrack Road South ARM D IS Gibraltar Barracks Access

STREAM LABELLING CONVENTION --------------------------- STREAM A-B CONTAINS TRAFFIC GOING FROM ARM A TO ARM B STREAM B-AC CONTAINS TRAFFIC GOING FROM ARM B TO ARM A AND TO ARM C ETC.

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction - School PM Peak.vpo - Page 2 -------------------------------------------------------------------------------- GEOMETRIC DATA -------------- ---------------------------------------------------------------------------------------------------------- I DATA ITEM I MINOR ROAD B I MINOR ROAD D I ---------------------------------------------------------------------------------------------------------- I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 16.50 M. I ( W ) 11.00 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I (WCR ) 0.00 M. I I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 3.20 M. I (WA-D) 3.20 M. I I - VISIBILITY I (VC-B) 85.00 M. I (VA-D)100.00 M. I I - BLOCKS TRAFFIC I NO I NO I I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 45.0 M. I (VD-A) 30.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 25.0 M. I (VD-C) 25.0 M. I I - LANE 1 WIDTH I (WB-C) - I (WD-A) - I I - LANE 2 WIDTH I (WB-A) - I (WD-C) - I I WIDTH AT 0 M FROM JUNCTION I 10.00 M. I 10.00 M. I I WIDTH AT 5 M FROM JUNCTION I 5.50 M. I 5.50 M. I I WIDTH AT 10 M FROM JUNCTION I 4.50 M. I 4.25 M. I I WIDTH AT 15 M FROM JUNCTION I 4.50 M. I 4.00 M. I I WIDTH AT 20 M FROM JUNCTION I 5.00 M. I 4.00 M. I I - LENGTH OF FLARED SECTION I DERIVED: 3 PCU I 1 VEHS I ---------------------------------------------------------------------------------------------------------- .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-C STREAM A-B STREAM A-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I

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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction - School PM Peak.vpo - Page 4 -------------------------------------------------------------------------------- I 691.01 0.15 0.15 0.15 0.15 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 691.01 0.21 0.21 0.21 0.21 I --------------------------------------------------------------------------------------------------


Demand set: Barrack Road / Lorne Road Junction - PM School WO Dev TIME PERIOD BEGINS 14.45 AND ENDS 16.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


Demand set: Barrack Road / Lorne Road Junction - PM School WO Dev -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 14.45 - 15.00 I I I I I I I I ARM A I 0.000 I 0.105 I 0.891 I 0.004 I I I I 0.0 I 89.0 I 753.0 I 3.0 I I I I ( 0.0)I ( 0.0)I ( 6.0)I ( 0.0)I I I I I I I I I I ARM B I 0.535 I 0.000 I 0.465 I 0.000 I I I I 68.0 I 0.0 I 59.0 I 0.0 I I I I ( 2.0)I ( 0.0)I ( 1.0)I ( 0.0)I I I I I I I I I I ARM C I 0.892 I 0.107 I 0.000 I 0.001 I I I I 891.0 I 107.0 I 0.0 I 1.0 I I I I ( 5.0)I ( 3.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.750 I 0.000 I 0.250 I 0.000 I I I I 3.0 I 0.0 I 1.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA THE PERCENTAGE OF HEAVY VEHICLES VARIES OVER TURNING MOVEMENTS

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET Barrack Road / Lorne Road Junction - PM School WO Dev AND FOR TIME PERIOD 1

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction - School PM Peak.vpo - Page 5 -------------------------------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------ I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 14.45-15.00 I I B-C 0.74 8.66 0.085 0.00 0.09 1.3 0.13 I I B-AD 0.85 5.84 0.146 0.00 0.17 2.4 0.20 I I A-B 1.12 I I A-C 9.45 I I A-D 0.04 9.00 0.004 0.00 0.00 0.1 0.11 I I D-A 0.04 9.49 0.004 0.00 0.00 0.1 0.11 I I D-BC 0.01 4.88 0.003 0.00 0.00 0.0 0.21 I I C-D 0.01 I I C-A 11.18 I I C-B 1.34 9.61 0.140 0.00 0.16 2.3 0.12 I I I

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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction - School PM Peak.vpo - Page 7 -------------------------------------------------------------------------------- QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 15.00 0.0 15.15 0.0 15.30 0.0 15.45 0.0 16.00 0.0 16.15 0.0


-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction - School PM Peak.vpo - Page 8 -------------------------------------------------------------------------------- QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 81.2 I 54.1 I 11.1 I 0.14 I 11.1 I 0.14 I I B-AD I 93.6 I 62.4 I 22.6 I 0.24 I 22.6 I 0.24 I I A-B I 122.5 I 81.7 I I I I I I A-C I 1036.4 I 691.0 I I I I I I A-D I 4.1 I 2.8 I 0.5 I 0.12 I 0.5 I 0.12 I I D-A I 4.1 I 2.8 I 0.5 I 0.11 I 0.5 I 0.11 I I D-BC I 1.4 I 0.9 I 0.4 I 0.26 I 0.4 I 0.26 I I C-D I 1.4 I 0.9 I I I I I I C-A I 1226.4 I 817.6 I I I I I I C-B I 147.3 I 98.2 I 19.4 I 0.13 I 19.4 I 0.13 I --------------------------------------------------------------------------- I ALL I 2718.4 I 1812.3 I 54.4 I 0.02 I 54.4 I 0.02 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) B-C Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-C STREAM A-C STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available B-AD Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-AD STREAM A-C STREAM A-D STREAM D-A STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-A STREAM C-B STREAM C-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-A Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-A STREAM C-A STREAM D-C STREAM A-B STREAM D-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available D-BC Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM D-BC STREAM C-A STREAM B-A STREAM C-D STREAM B-D I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-C STREAM A-B STREAM A-D -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 I --------------------------------------------------------------------------------------------------

-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction - School PM Peak.vpo - Page 10 -------------------------------------------------------------------------------- C-B Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM C-B STREAM A-C STREAM A-B STREAM D-C STREAM D-B I -------------------------------------------------------------------------------------------------- I 691.01 0.15 0.15 0.15 0.15 I -------------------------------------------------------------------------------------------------- A-D Stream -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM A-D STREAM C-A STREAM C-D STREAM B-A STREAM B-D I -------------------------------------------------------------------------------------------------- I 691.01 0.21 0.21 0.21 0.21 I --------------------------------------------------------------------------------------------------


Demand set: Barrack Road / Lorne Road Junction - PM School With Dev TIME PERIOD BEGINS 14.45 AND ENDS 16.15 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.


Demand set: Barrack Road / Lorne Road Junction - PM School With Dev -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 14.45 - 15.00 I I I I I I I I ARM A I 0.000 I 0.105 I 0.891 I 0.003 I I I I 0.0 I 99.0 I 837.0 I 3.0 I I I I ( 0.0)I ( 0.0)I ( 6.0)I ( 0.0)I I I I I I I I I I ARM B I 0.553 I 0.000 I 0.447 I 0.000 I I I I 73.0 I 0.0 I 59.0 I 0.0 I I I I ( 2.0)I ( 0.0)I ( 1.0)I ( 0.0)I I I I I I I I I I ARM C I 0.899 I 0.100 I 0.000 I 0.001 I I I I 963.0 I 107.0 I 0.0 I 1.0 I I I I ( 5.0)I ( 3.0)I ( 0.0)I ( 0.0)I I I I I I I I I I ARM D I 0.750 I 0.000 I 0.250 I 0.000 I I I I 3.0 I 0.0 I 1.0 I 0.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA THE PERCENTAGE OF HEAVY VEHICLES VARIES OVER TURNING MOVEMENTS

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET Barrack Road / Lorne Road Junction - PM School With Dev AND FOR TIME PERIOD 1


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-------------------------------------------------------------------------------- TRL TRL Viewer 3.2 AG P:\.. \Junction Assessments\Barrack Rd, Lorne Road Junction - School PM Peak.vpo - Page 13 -------------------------------------------------------------------------------- QUEUE FOR STREAM D-BC ------------------------- TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 15.00 0.0 15.15 0.0 15.30 0.0 15.45 0.0 16.00 0.0 16.15 0.0


QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 81.2 I 54.1 I 11.6 I 0.14 I 11.6 I 0.14 I I B-AD I 100.5 I 67.0 I 26.4 I 0.26 I 26.4 I 0.26 I I A-B I 136.3 I 90.8 I I I I I I A-C I 1152.1 I 768.0 I I I I I I A-D I 4.1 I 2.8 I 0.5 I 0.12 I 0.5 I 0.12 I I D-A I 4.1 I 2.8 I 0.5 I 0.12 I 0.5 I 0.12 I I D-BC I 1.4 I 0.9 I 0.4 I 0.29 I 0.4 I 0.29 I I C-D I 1.4 I 0.9 I I I I I I C-A I 1325.5 I 883.7 I I I I I I C-B I 147.3 I 98.2 I 20.0 I 0.14 I 20.0 I 0.14 I --------------------------------------------------------------------------- I ALL I 2953.8 I 1969.2 I 59.4 I 0.02 I 59.4 I 0.02 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* ============================================= end of file ===============================================

Printed at 11:30:06 on 12/06/2014]

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