RPT-TN002 - Transport Assessment...Seaburn – Transport Assessment Page 2 of 47 Document no –...

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Siglion

Seaburn, Sunderland

Transport Assessment

Job No: 1010618 Doc No: RPT-TN002 Latest Revision: A Date: 30/09/2016

Seaburn – Transport Assessment Page 2 of 47

Document no – RPT-TN002

Document Revision History

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Issue Date Purpose of issue / description of revision

- 05.05.16 Draft for client comment

Document Validation (latest issue)

Project name Seaburn Job Number

Report Name Transport Assessment 1010618

Revision

A

Issue Date

30/09/2016

Purpose of issue / description of revision / version

Updated following feedback from client

Prepared by Checked by Verified by

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Executive Summary

This Transport Assessment (TA) sets out the likely impact of the proposed regeneration scheme at Seaburn

in Sunderland. This report is required by the planning authority as part of the planning submission, and the

content of this report has been determined through discussions with officers of Sunderland City Council

(SCC).

Trips that are likely to be generated as a result of the proposed development have been considered and the

highway impact assessment for the local highway network has been limited to the area of influence agreed

with SCC. The scale and distribution of vehicular trips to and from the proposed site has been agreed with

SCC and detailed assessment of the impacts has been undertaken.

The development will be served by existing sustainable public transport options with bus services using

nearby bus stops, adjacent to the development site. The development will provide enhanced pedestrian

and cycle facilities on site, which will link to the external facilities for these modes.

The proposed internal layout will accommodate vehicles, pedestrians and cyclists in a way that minimises

the potential for conflicts and will encourage low vehicle speeds throughout the development site.

Movement of pedestrians and cyclists will be prioritised in the design and this has been included within the

design code with connections to the existing network in the environs made available from the development.

Cundall consider that the pedestrian and cyclist trips generated by the proposed development can be

accommodated within this existing infrastructure network.

Private parking will be provided in accordance with SCC’s parking standards and will be provided

throughout the development at a level which will not result in vehicles parking remote from the development

site. Public parking has been considered and an assessment of the impact has been considered.

Junctions identified by SCC will operate under capacity in the opening year.

Cundall conclude that there are no traffic or transportation reasons that should prevent the granting of

planning permission for the proposed development.



Contents

Introduction ......................................................................................................................... 6

1.1 Report Structure .................................................................................................................. 7

Development Proposals and Planning Policy ...................................................................... 8

2.1 Planning Policy .................................................................................................................... 8

2.2 National Policy..................................................................................................................... 8

2.3 Regional Planning Policy ..................................................................................................... 9

2.4 Local Planning Policy .......................................................................................................... 9

2.5 Policy conclusion ............................................................................................................... 10

Existing Conditions ............................................................................................................ 11

3.1 Existing site ....................................................................................................................... 11

3.2 Pedestrian facilities ........................................................................................................... 12

3.3 Cyclist facilities .................................................................................................................. 13

3.4 Public transport ................................................................................................................. 14

3.5 Sustainable travel summary .............................................................................................. 17

3.6 Surrounding highway network ........................................................................................... 17

3.7 Personal injury collision data ............................................................................................. 19

Proposed Development ..................................................................................................... 21

4.1 Details of proposed development ...................................................................................... 21

4.2 Development proposals ..................................................................................................... 21

4.3 Access to the proposed development ................................................................................ 21

4.4 Proposed parking strategy ................................................................................................. 22

4.5 Service and emergency vehicle arrangements .................................................................. 23

4.6 Road Safety Audit ............................................................................................................. 23

Trip Generation and Distribution ........................................................................................ 24

5.1 Residential developments ................................................................................................. 24

5.2 Retail Units ........................................................................................................................ 26

5.3 Leisure use trips ................................................................................................................ 27

5.4 Total proposed people trips ............................................................................................... 27

5.5 Travel mode ...................................................................................................................... 27

5.6 Total new trips by vehicle .................................................................................................. 29

5.7 Trip distribution .................................................................................................................. 29

5.8 Relocation of existing public car park ................................................................................ 32



Analysis Period.................................................................................................................. 34

6.1 Assessment years ............................................................................................................. 34

6.2 Traffic flow scenarios ......................................................................................................... 34

Impact Assessment ........................................................................................................... 35

7.1 Junction Assessment......................................................................................................... 35

7.2 Car park assessment......................................................................................................... 38

Appraising the Impact of the Development ........................................................................ 43

8.1 Pedestrian facilities ........................................................................................................... 43

8.2 Cyclist facilities .................................................................................................................. 44

8.3 Public transport ................................................................................................................. 44

8.4 Road network .................................................................................................................... 44

8.5 Accessibility and integration .............................................................................................. 44

8.6 Safety ................................................................................................................................ 45

8.7 Construction vehicles ........................................................................................................ 45

Promoting Smarter Choices via Travel Plans .................................................................... 46

Summary and Conclusion ................................................................................................. 47

10.1 Summary ........................................................................................................................ 47

10.2 Conclusion ..................................................................................................................... 47

© This report is the copyright of Cundall Johnston & Partners LLP. It has been prepared for the sole and confidential use of Siglion and cannot be reproduced in whole or in part or relied upon or used by any third party without the express written authorisation of Cundall Johnston & Partners LLP. If any third party whatsoever comes into possession of this report, they rely on it at their own risk and Cundall accepts no duty or responsibility (including in negligence) to any such third party.



Introduction

This Transport Assessment (TA) has been prepared by Cundall, on behalf of Siglion, to accompany the

planning application for the proposed redevelopment of land at Seaburn. The proposed site lies within the

Seaburn seafront regeneration area of Sunderland and is included as CS5.2 in the Local Plan.

The development will comprise of a maximum of 280 residential units, 8268m2 of leisure, food and drink,

2000m2 of retail floor space, open space; and associated car parking and new roads. The location of the

site is shown in Diagram 1.

Diagram 1 Site location plan

The TA sets out the key issues in relation to the potential transportation impacts of the development and

has been undertaken taking due cognisance of the methodology contained in “Guidance on Transport

Assessment” issued by the Department for Transport in March 2007 and has been scoped with officers

from SCC. A copy of the scoping note and correspondence with SCC can be found in Appendix A. Whilst

we are aware that the DfT’s guidance has been superseded by “Transport evidence bases in plan making”

the DfT’s 2007 guidance provides a thorough methodology for quantifying and assessing the impact of



development proposals on traffic movement and highway safety. The scoping exercise identified the key

parameters upon which the TA has been undertaken.

1.1 Report Structure

The structure of the TA is set out in Table 1, below.

Table 1 Report structure

Section number Description of section

2 Considers the outline proposals with regards to location and national policy

3 Describes the existing transportation infrastructure in and around the site

4 Describes the outline proposals

5 Details the likely trip generations and distributions to the proposed site

6 Details the agreed analysis periods

7 Provides the results of the junction capacity analysis

8 Appraises the impact of the development on the local highway network

9 Provides an overview of the Interim Travel Plan

10 Provides a summary of findings and conclusions



Development Proposals and Planning Policy

2.1 Planning Policy

This section reviews the transport policies that are relevant to the development and assesses its

compliance with the objectives of these policies. Further details of the proposed development are

contained in Section 4 of this report and other reports submitted with the application for planning

permission.

2.2 National Policy

2.2.1 National Planning Policy Framework (2012)

The National Planning Policy Framework (NPPF) sets out the Government’s planning policies for England

and how these are expected to be applied. This states that the purpose of the planning system is to

contribute to the achievement of sustainable development.

Transport policies have an important role to play in facilitating sustainable development but also in

contributing to wider sustainability and health objectives. The transport system needs to be balanced in

favour of sustainable transport modes, giving people a real choice about how they travel.

Therefore, developments should be located and designed where practical to:

• Accommodate the efficient delivery of goods and supplies;

• Give priority to pedestrian and cycle movements, and have access to high quality public

transport facilities;

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

pedestrians, avoiding street clutter and where appropriate establishing home zones;

• Incorporate facilities for charging plug-in and other ultra-low emission vehicles; and

• Consider the needs of people with disabilities by all modes of transport.

NPPF goes on to say that a key tool to facilitate this will be through Travel Plans.

2.2.2 The Strategic Road Network, Planning for the Future (2015)

The document sets out the approach Highways England will take when considering planning applications, it

recommends early engagement to ensure any issues can be identified and resolved as soon as possible,

working with developers to:



• Consider the most appropriate locations for development;

• Assess the potential impact of proposed development proposals on the strategic road network

(SRN);

• Progress an appropriate sustainable development; whilst

• Maintaining the efficiently and safety of the SRN.

The outline proposals have been discussed with SCC and this TA has been prepared in accordance with

the agreements reached during these discussions.

2.3 Regional Planning Policy

2.3.1 LTP3: Third Local Transport Plan for Tyne and Wear, Strategy 2011-2021

LTP3 sets out the transport policies for the period 2011 – 2021, the goals of the transport strategy being as

follows:

• To support the economic development, regeneration and competitiveness of Tyne and Wear,

improving the efficiency, reliability and integration of transport networks across all modes;

• To reduce carbon emissions produced by local transport movements, and to strengthen our

networks against the effects of climate change and extreme weather events;

• To contribute to healthier and safer communities in Tyne and Wear, with higher levels of

physical activity and personal security;

• To create a fairer Tyne and Wear, providing everyone with the opportunity to achieve their full

potential and access a wide range of employment, training, facilities and services; and

• To protect, preserve and enhance our natural and built environments, improving quality of life

and creating high quality public places.

2.4 Local Planning Policy

2.4.1 Sunderland City Council Local Development Plan (LDP)

SCC’s LDP will comprise of two parts: a Core Strategy and a separate Allocations Plan. SCC are currently

concentrating on the Core Strategy part of the plan which sets out their strategic planning policy for the city

with work on the Allocations Plan planned to progress at a later date.

Seaburn is identified within the Core Strategy as an area for regeneration, which states that the Seafront

Regeneration Strategy (SRS) provides the strategic context for the regeneration of Seaburn.



2.4.2 Seaburn Masterplan and Design Code –Supplementary Planning Document (SPD)

SCC SPD has been prepared to define the key development principles and concepts to enable a strategic

approach to delivering regeneration at Seaburn. The SPD identifies the requirements and approach

strategy to deliver the supporting infrastructure and provides design parameters and principles to ensure a

highway standard of design and sustainability.

The SPD sets out seven objectives for the regeneration of Seabrun:

• To maximise the impact and improve the economic vibrancy of the area

• To provide high quality public amenities and facilities

• To create a family friendly environment which is safe and clean

• To offer high quality and affordable activities and events throughout the year

• To create an attractive and high quality environment where both residents and visitors can

relax

• To create an area which is physically and intellectually accessible

• To deliver a truly sustainable development capable of being displayed as an example of best

practice

2.5 Policy conclusion

The development site is allocated for residential development within the Adopted LDP, Policy CS5.2. The

outline proposals support local and national planning policy by providing a development which will be

accessible by all modes of travel offering opportunity for access on foot, by cycle and by bus in addition to

by private car.



Existing Conditions

3.1 Existing site

The majority of the site is brownfield with a car park which is owned by SCC. It is bounded by a Morrisons

supermarket to the north, the A183 Whitburn Road and the coastline to the east and residential areas to the

south and west. A plan showing the location of the proposed development in relation to Seaburn and local

amenities can be seen in Diagram 2, below.

Diagram 2 Local amenities

Walking routes are present in the vicinity of the site in the form of footways which are present on the all

approaches providing access to the town centre, residential areas and public transport facilities within the

area.

On and off road cycle routes are present in the vicinity of the site providing an alternative to the private car,

including a number of national and local cycle routes connecting the development to the local and wider

area.



Public transport, in the form of local buses serve the area, which give access to Sunderland City Centre and

neighbouring areas. A metro and railway station are located approximately 1.7km and 3.5km from the site,

which can be accessed by foot or via the local bus services.

The A183 which runs along the eastern boundary of the site runs from South Shields in Tyne and Wear,

through Sunderland and ends at Chester-le-Street in County Durham.

3.2 Pedestrian facilities

Provision for pedestrians in the wider Seaburn area is good with all streets being lit. Dykelands Road to the

south of the development provides footways of approximately 2.3m in width on both sides of the

carriageway, with dropped kerbs and tactile paving provided at the majority of the crossing points. To the

west of its junction with Lowry Road is a zebra crossing.

Whitburn Road, to the east, also features footways with the eastern side providing a segregated pedestrian

/ cycle way which forms part of the North Sea cycle route. Signal controlled crossing points are provided on

Whitburn Road allowing safe crossing points for pedestrians.

Lowry Road provides footways on both sides of the carriageway with a minimum width of 1.9m. Dropped

kerbs are provided for pedestrians heading towards the coast.

Seafields Road to the south and west of the development site provides 1.8m footways on both sides of the

carriageway. Dropped kerbs are provided at all pedestrian crossing points.

3.2.1 Walking distances

Manual for Streets (MfS) states that ‘walkable neighbourhoods are typically characterised by having a range

of facilities within a 10 minute (up to about 800m) walking distance of residential areas which residents may

access comfortably on foot’, however, it goes on to state that this is not an upper limit and that walking

offers the greatest potential to replace short car trips, particularly those under 2km.

In addition to MfS, the Institute of Highways and Transportation (IHT) publication ‘Providing for Journeys on

Foot’ (2000) suggests acceptable walking distances for various land uses, the identified acceptable

distance for commuting / school travel is considered to be in the region of 2km.

However, it should be noted that acceptable walking distances vary between individuals and circumstance

and dependant on various factors including:

• An individual fitness and physical ability;

• Availability, cost and convenience of alterative transport modes;

• Journey purpose; and



• Personal motivation.

Diagram 3, below, shows a 2km isochrone from the site to the neighbouring residential areas.

Diagram 3 2km walking isochrone

3.3 Cyclist facilities

The area benefits from good access to both on and off road cycle routes. To the east of the site is the

North Sea cycle route (National Route 1) which follows Whitburn Road and continues along the eastern

coast line of England and Scotland, between Dover and John o’ Groats. The section of the route adjacent

to Whitburn Road is an off-road and segregated facility. 2km to the south of the development site is

National Route 7, otherwise known as the Coast to Coast route (C2C), which follows the banks of the River

Wear.

There are also a number of on-road cycle routes located within 1km of the site, which provide routes

towards Sunderland City Centre. There are also traffic free routes located to the north west of the site.

Both the on-road and off-road cycle routes provide access to local facilities such as shops, but also to

schools and places of worship. Diagram 4, shows the cycle routes in the vicinity of the site and further

details on cycling can be found on SCC’s website www.sunderland.gov.uk.



Diagram 4 Cycle route map

3.4 Public transport

The site has good access to public transport in the form of regular bus services which are within the 400m

(5 minutes) walking distance and serve the local and wider area. The site also benefits from access to

Tyne and Wear Metro service from Seaburn Station, 1.7km to the southwest of the site.

The location of the bus stops and Metro station are shown in Diagram 5, bus route maps and further

information on Metro services in the area can be found on Nexus’s website http://www.nexus.org.uk/.



Diagram 5 Public transport facilities

3.4.1 Bus

The site has good access to public transport in the form of regular bus services, with bus stops located on

the eastern and southern boundary of the site. The closest bus stop is located on Dykelands Road,

approximately 300m from the site. The stops on Whitburn Road provide a shelter with lighting, seating and

bus timetable information. The majority of the stops on Dykelands Road provide a bus stop flag and a

timetable.

Table 2 summarises the bus services that are available from the bus stops shown in Diagram 5.



Table 2 Local bus services

Service No. Serves Frequency Route

18 / 19 Whitburn Road every 30 minutes Grindon - Southwick - Seaburn - Sunderland - Grangetown - Grindon

23 Whitburn Road / Dykelands Road

one service at 6am (Mon - Fri)

Thorney Close - Sunderland - Seaburn Dene Estate

99 Whitburn Road every hour Silksworth - Southwick - Seaburn

558 Whitburn Road / Dykelands Road

every hour Seaburn Dene Estate - Cleadon - Heworth / Cotswolds Estate

E1 Whitburn Road / Dykelands Road

every 20 minutes South Shields - Whitburn - Sunderland





Based on the table above, there can be as many as 13 buses per hour or one bus every four and a half

minutes passing the site. A bus from Seaburn takes approximately 30 minutes to get to South Shields and

15 minutes to get to Sunderland Interchange, where passengers can then transfer onto local and national

rail services.

3.4.2 Light rail

Seaburn Metro station is located approximately 1.7km to the south west of the site and can be conveniently

accessed from the site by bus service number E1, E2 and E3. The station forms part of the Airport to South

Hylton line. Stops along this line include Sunderland, Gateshead and Newcastle Monument with five trains

per hour between the hours of 08:00 to 16:00.

Table 3 Metro frequencies

Frequency Monday - Friday Saturday Sunday

Peak (AM/PM) Every 3 minutes Every 6 minutes Every 8 minutes

Daytime Every 6 minutes Every 6 minutes Every 8 minutes

Evenings Every 8 minutes Every 8 minutes Every 8 minutes

3.4.3 National rail

Sunderland railway station, which is located approximately 3.5km to the south of the site, can be accessed

via a number of the bus services (E1, E2 and E3 with an approximate journey time of 15 minutes) detailed

in Table 2, above.

The station is operated by Northern Rail and provides an hourly service between Sunderland and

Newcastle in both directions, with many trains also running to the Metrocentre, Hexham, Carlisle and



Middlesbrough. The service to Newcastle Central railway station is an express service, only calling at

Heworth.

In addition to the local services, Grand Central run five trains per day from Sunderland to London Kings

Cross via Hartlepool, Eaglescliffe, Northallerton, Thirsk and York. Virgin / Stagecoach have plans to include

a daily service from Sunderland to London Kings Cross commencing in December 2015.

3.5 Sustainable travel summary

Walking access to the site is available via footways in the surrounding area which link the site to the

surrounding residential, leisure and retail areas. The footways are generally of a good standard with tactile

crossing points and street lighting.

There are good cycling facilities surrounding the site with on and off road routes giving access to the city

centre, employment, residential and leisure areas surrounding the site. The development proposals will

provide direct access to these facilities, in particular the National Cycle Route 1.

The proposed site is well placed to take advantage of the existing bus services which operate from the

surrounding highway. These services provide links to adjacent residential, employment and leisure areas

as well as to the city centre which then can provide services further afield to areas such as Newcastle and

Durham. The site also provides access to Seaburn Metro Station and Sunderland Train Station which

provide access to places such Newcastle City Centre, Cobalt Business Park and places on the east coast

main line such as London and Edinburgh.

3.6 Surrounding highway network

3.6.1 Road classification

In the immediate vicinity of the site is Lowry Road which is a single carriageway highway subject to a

30mph speed limit and connects Whitburn Road to the east of the site with Seafields / Dykelands Road to

the south. Lowry Road also gives access to Morrisons supermarket and petrol filling station as well as to

the public car park. Double yellow lines are present on Lowry Road from its junction with Whitburn Road to

the entrance of a public car park, no other restrictions are present.

Whitburn Road to the east and Dykelands Road to the south are both single carriageway roads with

maximum speed limits of 30mph, both of which have double yellow lines for their entirety. Dykelands Road

connects Whitburn Road to the junction of Dovedale Road / Dene Lane and Keswick Avenue in the west.

The A183 Whitburn Road to the east runs from South Shields in Tyne and Wear, through Sunderland and

ends at Chester-le-Street in County Durham, it is a major route in South Tyneside, Sunderland and

Chester-le-Street serving many areas and landmarks along its route.



3.6.2 Vehicle flows

With agreement from SCC, Cundall have conducted traffic surveys in the form of junction turning counts

(JTC), at the following junctions to determine the flow of vehicles on the network and the network peak

period.

• Whitburn Road / Lowry Road 3-arm roundabout;

• Whitburn Road / Dykelands Road signalised junction;

• Dykelands Road / Seafields T-junction; and

• Lowry Road West / Lowry Road North / Service Access T-junction.

It should be noted that, at the request of SCC, surveys were carried out on two different days, one being a

neutral day (Tuesday 31.03.15) and a bank holiday (Monday 06.04.15). A copy of the survey results can

be found in Appendix B.

The network peak hours are shown in Table 4, below:

Table 4 Survey peak periods

Day AM Peak PM Peak

31.03.15 (neutral) 08:00 – 09:00 17:15 – 18:15

06.04.15 (bank holiday) 09:00 – 10:00 15:00 – 16:00

3.6.3 Car park survey

In addition to the JTC survey, Cundall commissioned a cordon survey between 30/03/15 and 05/04/15 to

determine the level of vehicles parking within the development areas. As agreed with SCC the following

surveys were undertaken:

• ATC located on Lowry Road to the west of its roundabout junction with Whitburn Road;

• Video survey at northern access to the public car park;

• Video survey at southern access to the public car park; and

• ATC located on Lowry Road south of the access to the public car park.

A separate report has been prepared which details the assessment of the existing car parks and a copy of

this report can be found in Appendix C. The cordon survey was undertaken to record the volumes of

vehicles entering and leaving the area and the public car park. Analysis of this data provides an indication

of the operation of the Morrisons car park. Parking facilities which are provided in the public and Morrisons

car parks is summarised below.



• Public car park, 204 car parking spaces and 19 coach bays; and

• Morrison’s car park, 517 car parking spaces.

3.7 Personal injury collision data

Collision records have been provided by TADU, for the period between 01/10/12 and 30/09/15. The

records have been assessed for common factors which the development may contribute to. A copy of the

collision records are contained within Appendix D. Diagram 6, shows the location of the collisions and

identifies whether they were classed as fatal, serious or slight in severity.

Diagram 6 Collision plot map

As shown on Diagram 6, above, there were 11 reported collisions within the area of influence during the

time period searched, of which none were reported as fatal, one as serious and the remaining 10 reported

as slight.

The serious accident occurred on Tuesday 30th June 2015 at 18:17 and involved a car and a pedal cyclist.

The collision occurred when the cyclist was travelling east on Dykelands Road and the car, which was

travelling west on Dykelands Road turned right onto Seafields across the path of the cyclist causing the

collision. Injuries to the cyclist were classed as serious, weather conditions were recorded as being fine



without high winds and road surfaces were dry. The collision record states that the car driver was a ‘

learner of inexperienced driver’ and that there was a ‘distraction in vehicle’. It can therefore be concluded

that the accident was not as a result of existing road conditions.

The collision records do not identify any common factors relating to the highway geometry which could have

resulted in the collisions occurring.

The introduction of measures to encourage the use of sustainable transport could reduce the number of

cars travelling to and from the site. In addition, any restrictive measures considered necessary by SCC

Highway’s, could produce a reduction in the overall exposure level although this is unlikely to be translated

into a recordable reduction in collisions.

Accidents are rare, random, multifactor events and it is unlikely that there will be any detectable change in

the number of person injury road accidents as a result of the proposed development.



Proposed Development

4.1 Details of proposed development

The proposed development site is approximately 3.5km to the north of Sunderland city centre, bounded by

Morrisons supermarket to the north, the A183 Whitburn Road and the coastline to the east, and residential

properties to the south and west.

4.2 Development proposals

The outline planning application for the development is to provide use classes A1, A2, A3, A4, C1, C3, D2

and Sui Generis uses, to include a maximum of 2000m² for retail developments across the entire site (Class

A1), and up to 280 residential units (Class C3), along with associated landscaping and public realm

improvements’. The uses proposed are set out as follows:

Use Most likely Areas Upper limits

Commercial

D1/D2/A2/A3/A4 Leisure, food and drink

7,268m² 8,268m²

A1 Retail <2,000m² 2,000m²

Maximum commercial floor space (A1, A2, A3, A4, D1 and D2) across the site is capped at 9268m² GEA. Therefore an increase in floor space in one or more use category up to the maximum allowable for that category would require a reduction of floor space in another use category to compensate.

Residential C3 Residential 230 units (1) 280 units

C1 Hotel 5,000m² 5,000m²

(1) Please note that there is potential for a hotel to be included within the development, which would provide

approximately 60 rooms. If a hotel was to be provided on site, it would replace 50 (of the 280) privately

owned flats.

4.3 Access to the proposed development

Segregated walking routes will be provided through the residential site with dropped kerbs and tactile

paving at all crossing points.

Vehicular access into the development will be via Lowry Road, the form and location of the accesses will be

determined during detailed design. A new public car park is proposed which will be accessed via

Dykelands Road, which will require the construction of a new vehicular access onto the local highway

network. The proposed access into the public car park off Dykelands Road has been discussed and agreed

with SCC, a copy of our email correspondence with SCC can be found in Appendix E.



In addition to the new vehicle access on Dykelands Road, the proposals also include the change of priority

on the Lowry Road / Seafields Junction.

4.4 Proposed parking strategy

4.4.1 Cycle parking

Cycle parking on site will follow the strategy set out in the SCC’s “Seaburn Masterplan and Design Code”

(2011) which sets out SCC’s aspirations for the development. The criteria for cycle parking is set out

below:

• Where required, developments must provide an appropriate mix of short-stay/long-stay cycle

parking;

• Short-stay cycle parking must be located as close as possible to entrances of buildings, be secure

and well overlooked from buildings or by passers-by; and

• Long-stay cycle parking must be sited in a safe and well-lit location which is accessible, convenient

and overlooked.

SCC’s UPD Development Control Guidelines 1998, sets cycle parking standards for the city, although there

are no standards for residential developments or leisure facilities. Therefore the provision for these

elements will need to be considered as part of the full planning application. The guidelines do however set

out the standards for retail developments at a minimum of one space per 1000m2. Cycle parking on site for

the will confirm to this standard.

4.4.2 Residential parking

Car parking for the proposed development will be provided in line with SCC standards set out in “Seaburn

Masterplan and Design Code” (2011).

Private car parking will be based on the maximum parking provision of 1.5 allocated spaces per dwelling.

Using the number of residential units set out in Section 4.2 this will result in a maximum provision of 432

spaces for residential use.

The standards for visitor parking are for a maximum of one space per three dwellings. This would result in

a provision on site of 96 visitor spaces resulting an overall provision of 528.

4.4.3 Public car parking

As part of the proposals two new public car parks will be created to replace the existing public car park on

Lowry Road. The development proposals will provide a new car park off Dykelands Road, with an

additional car park and its location will be determined and agreed with SCC during detailed design. Upon

completion of the proposals a total of 186 spaces will be available to the general public to accommodate the

demand for parking observed in the existing public car park.



4.5 Service and emergency vehicle arrangements

Service, delivery and emergency vehicles will be able to access the site using the main vehicular accesses.

Adequate turning areas for delivery, refuse collection and emergency vehicles will be provided within the

development and designed into each of the phases to provide turning facilities at suitable locations.

Adequate arrangements for waste collection and fire tender access will be provided for each dwelling as per

SCC’s requirements.

4.6 Road Safety Audit

At the request of SCC, Cundall have undertaken a Stage 1 Road Safety Audit based on the proposed

layout. A copy of the Road Safety Audit can be found in Appendix F. The recommendations within the

report will be addressed as part of detailed design.



Trip Generation and Distribution

Cundall have interrogated the TRICS database to determine the likely trip generation for the proposed

development. The following subsections summarise the trip rates / total people generation associated with

the land use. A copy of the TRICS outputs for each of the proposed development elements can be found in

Appendix G.

All assumptions which have been used to inform the development impact analysis have been agreed with

SCC. A copy of the agreed scoping note can be found in Appendix A.

5.1 Residential developments

For the purpose of this assessment, the proposed residential elements will be based on the following:

• 83 privately owned houses;

• 162 privately owned flats;

• 35 retirement apartments;

5.1.1 Privately owned houses

As mentioned in Section 5.1 above, the proposals comprise 82 privately owned residential houses. This

elements trip generation has been established using the following parameters:

• Multi modal;

• Houses privately owned;

• Edge of town centre, suburban area and edge of town locations; and

• Monday to Friday survey days only.

In addition, Cundall have limited the number of sites used to those post 2007 with the selection criteria

retaining 28 sites which were used to determine the trip rates.

The TRICS database showed that the AM peak hour for privately owned houses is 08:00 – 09:00 and the

PM peak hour is between 17:00 – 18:00. Table 5, shows the resultant trip rates and total people generation

for privately owned houses for the AM and PM peak hours.



Table 5 Total people trip rates and generation - privately owned houses

Trip rate / Total people generation

AM Peak PM Peak

Arrival Departure Arrival Departure

Trip rate (per unit) 0.225 0.774 0.567 0.357

Total people generation 19 64 47 30

5.1.2 Privately owned flats

As mentioned in Section 5.1, the proposals comprise 162 privately owned residential flats / apartments.

This elements trip generation has been established using the following parameters:

• Multi modal:

• Flats privately owned;



In addition, Cundall have limited the number of datasets used to those post 2007 with the selection criteria

retaining 13 sites which were used to determine the trip rates.

The TRICS database showed that the AM peak hour for privately owned flats is 08:00 – 09:00 and the PM

peak hour is between 17:00 – 18:00. Table 6, below, shows the resultant trip rates and total people

generation for privately owned flats for the AM and PM peak hours.

Table 6 Total people trip rates and generation - privately owned flats

Trip rate / Total people generation AM Peak PM Peak




5.1.3 Retirement apartments

As previously discussed, the proposals comprise 35 retirement apartments. This elements trip generation

has been established using the following parameters:

• Multi modal:

• Retirement flats;





In addition, Cundall have limited the number of datasets used to those post 2007 with the selection criteria

retaining six which were used to determine the trip rates.

The TRICS database showed that the AM peak hour for retirement flats to be 09:00 – 10:00 and the PM

peak to be 16:00 – 17:00, however, Table 7, below, shows the resultant trip rates and total people

generation for retirement flats for the AM and PM peak hours.

Table 7 Total people trip rates and generation - retirement flats





5.2 Retail Units

As mentioned in Section 4.1, the proposals include 2,000m2 of retail space, with a use class of A1. It is

understood that these units are likely to be small shops. Utilising the following parameters the trip

generation has been established:

• Local shops;



In addition to the above, any sites which included a branded retail unit (food store etc.) were discounted.

The TRICS database showed that the AM peak hour for local shops is 08:00 – 09:00 and the PM peak hour

is between 15:00 – 16:00. As detailed in Section 5.1 above Cundall have utilised the network peak hours

as determined in the traffic survey conducted on 31st March 2015. Table 8 below shows the resultant trip

rates and total people generation for local shops.

Table 8 Total people trip rates and generation – Local shops



Trip rate (per 100m2) 13.784 13.482 10.706 12.022




5.3 Leisure use trips

Cundall have considered the existing and proposed leisure uses within the outline proposals. The

proposals will result in a reduction is the permitted leisure facilities within the site (food & drink, gym / health

centre etc.). The leisure element of the site will be reduced by 4,749m2 which is demonstrated in Table 9,

below.

Table 9 Floor areas for existing and proposed leisure uses

Existing Proposed

13,017m2 8,268m2

It can be seen that the current outline proposals for leisure uses will be smaller than the existing facilities.

Therefore, the number of vehicles which will generated by the leisure elements of the outline proposals will

be lower than existing and will result in reduced vehicle trips on the network. However, for the purpose of

this assessment the vehicles will not be reduced providing a worst case scenario on the network.

5.4 Total proposed people trips

Table 10, below summarises the overall people trip generation of the proposed development:

Table 10 Total people generated

AM Peak PM Peak


Private houses 19 64 47 30

Private apartments 17 78 68 34

Retirement apartments 4 5 4 6

Retail use 276 270 214 240

TOTAL 315 416 333 310

5.5 Travel mode

5.5.1 Travel mode for residential

In order to estimate the number of trips by mode of transport Cundall have utilised the travel mode data

from the Census 2011 dataset ‘Method of Travel to Work’. The data has been extracted for the Fulwell

Ward which the site is located within and reflects the availability of public transport in the area for local

residents.



Table 11 below shows the modal split for the residential element and the number of trips it produces during

the AM and PM peak hours.

Table 11 Residential modal split from Census

Mode of transport Percentage AM Peak PM Peak


Underground, Metro, Light Rail, Tram 6.80% 3 10 8 5

Train 1.10% 0 2 1 1

Bus, Minibus or Coach 7.90% 3 12 9 6

Taxi 0.30% 0 0 0 0

Motorcycle, Scooter or Moped 0.30% 0 0 0 0

Driving a Car or Van 66.80% 27 98 80 47

Passenger in a Car or Van 6.20% 2 9 7 4

Bicycle 1.40% 1 2 2 1

On Foot 8.10% 3 12 10 6

Other Method of Travel to Work 1.10% 0 2 1 1

Total 100% 40 147 119 70

5.5.2 Travel mode for retail

In order to estimate the number of trips by mode, Cundall have utilised the travel mode data from the

TRICS database for the proposed retail units on site. Table 12, below shows the modal split for the retail

element and the number of trips it produces during the AM and PM peak hours.

Table 12 Retail modal split from TRICS

Mode of transport Percentage AM Peak PM Peak


Pedestrians 47.4% 131 128 101 114

Cyclists 1.7% 5 5 4 4

Bus / Tram passengers 1.0% 3 3 2 2

Rail passengers 0.1% 0 0 0 0

Single vehicle occupants 28.8% 79 78 62 69

Multi vehicle occupants 21.0% 58 57 45 50

Total 100% 276 270 214 240

For this assessment, it has been assumed that for every two people who travel as a “multi vehicle

occupant”, this equates to one vehicle trip. The majority of trips to the site will be by foot, reflecting the

nature of the proposed retail units and their accessibility by foot.



5.6 Total new trips by vehicle

Table 13, below, sets out the number of new vehicle trips generated by the residential and retail elements of

the proposed development.

Table 13 New vehicle trips generated by residential and retail

AM Peak PM Peak





Retail use 108 106 84 94

TOTAL 135 204 164 141

It should be noted the whilst there will be an increase in vehicle trips associated with the retail and leisure

elements of the site, there will also be a reduction in background traffic the was associated with the leisure

facilities, given the reduction in leisure facilities available on site.

5.7 Trip distribution

The vehicular trip distribution has been calculated using the 2011 Census data for residents living in the

Fulwell Ward, which the development is located within. This Census dataset (QS702EW – Distance

travelled to work) includes all trips to work, but does not account for mode of transport. National Travel

Survey 2014 (Table NTS0308) data provides the trips per person, per year, by distance and main mode and

has therefore been used to determine the mode share for trips generated by the proposed development.

The table classifies distance by miles, so the nearest comparable band was used when applying it to the

local data.

In order to determine the local trips to work by vehicle, the national trips by vehicle were multiplied by the

percentage trips to work locally by distance to give a ratio. The ratio was then summed and a percentage

“trips by vehicle to work” was calculated as shown in Table 14, below. For the purpose of this assessment

we have discounted those who work from home.



Table 14 Factored distance travelled to work

Distance Band

Trips to Work Trips by Vehicle

Ratio Trips by Vehicle to Work

(Locally) (Locally from Census)

(Nationally from Travel Survey)

<2km 15% 19% 0.03 5%

2 – 5km 29% 57% 0.17 26%

5 - 10km 29% 77% 0.22 35%

10 - 20km 18% 81% 0.14 23%

20 - 30km 4% 81% 0.03 5%

30 - 40km 2% 82% 0.02 3%

40 - 60km 0% 80% 0.00 0%

> 60km 3% 74% 0.02 3%

The majority of trips are within a 2km – 20km range. Within this area it is possible to access major

employment and residential areas such as Durham, Newcastle, North / South Shields.

The proposed development traffic was distributed onto the network according to the economic shown in

Table 15 below, based on the contained within each individual band within the 2011 Census distance

travelled to work data. Cundall have then distributed the trips within the economic centres based on density

of employment, numbers of visitors or customers associated with each “Economic Centre”.



Table 15 Percentage of Trips to Economic Centres by Distance

Distance Band

Economic Centres

Centre Percentage Centre Percentage Centre Percentage

<2km Roker 33% Whitburn 33% Fullwell 33%

2 – 5km Sunderland (city) 50% Southwick 30% Cleadon Park 20%

5 - 10km South Shields 25% Washington 38% Doxford Park 38%

10 - 20km Newcastle upon Tyne 70% Chester le-street 15% Peterlee 15%

20 - 30km Cramlington 30% Durham 40% Hartlepool 30%

30 - 40km North 30% West 20% Middlesbrough 50%

40 - 60km North 50% South 50%

> 60km North 50% South 50%

The above assumptions have been applied to the overall distribution which is summarised in Table 14 to

derive and appropriate assignment for trips generated by the proposed development.

Trips to Cleadon Park and South Shields have been split 50:50 between Dykelands Road (west) and

Whitburn Road (south). Vehicles on Whitburn Road (south) are then further distributed between vehicles

turning left onto Dykelands Road and continuing straight ahead on Whitburn Road based on a 30/70 split.

This is based on the location of the residential units within the site.

Trips to Sunderland (City), Doxford Park, Peterlee, Hartlepool and Middlesbrough have been split 50:50

between Dykelands Road (east) and Whitburn Road (north).

The resulting trip assignment is summarised in Table 16.



Table 16 Trips to Economic Centres by Entry point to Area of Influence

Distribution

Distance Band

<2km 2 - 5 km 5 - 10 km

10 - 20 km

20 - 30 km

30 - 40 km

40 - 60 km

>60km Total

Dykelands Road (west)

1.9% 18.8% 19.4% 23.4% 4.7% 0.9% 1.1% 2.7% 73%

Dykelands Road (other)

1.9% 2%

Whitburn Road (south)

7.2% 5.3% 1.9% 0.8% 0.3% 0.4% 0.9% 17%

Whitburn Road (north)

1.9% 2.9% 3.5%

8%

Total 100%

Due to the different land uses within the site, the origin and destination points will be different for the

residential compared to the retail. Trips associated with the retail element of the site will be heading

towards the two public car parks and trips associated to the residential uses will be heading into the site .

Therefore Cundall have provided separate distribution diagrams for the three proposed land uses (retail,

flats and homes).

It has been assumed that vehicles arrive and depart along the same route. The percentage distribution

pattern for the development traffic, along with the generated traffic flows, is shown in the diagrams attached

as Appendix H.

5.8 Relocation of existing public car park

As detailed in Section 4.4.3 the existing public car park on Lowry Road is being relocated as part of the

proposals and re-provided at a reduced level in two different locations. Diagram 7, shows the existing and

proposed public car parks. As a result of the proposals, vehicles previously accessing the existing car park

would need to be reassigned towards the new car parks. For the purpose of this assessment, Cundall have

assumed that the trips heading towards to new car parks are new trips, providing a robust assessment.



Diagram 7 Existing and proposed public car parks

Cundall have utilised the ATC survey data for the accesses into the car park, summarised in Section 3.6.3

to determine the number of arrival and departures associated with the public car park. The number of

arrivals and departures into the new car parks has the been distributed based on the size of each car park,

which is the same distribution used for the retail element of the site. Table 17 below, shows the existing

arrival and departures in the peak hours for the existing car park and the proposed arrivals and departures

for both of the new car park.

Table 17 Arrivals and departures from public car park

AM Peak Hour PM Peak Hour

Arrivals Departures Arrivals Departures

Existing public car park (223 spaces)

14 6 26 25

Proposed public car parks

84 spaces 6 3 12 11

94 spaces 8 3 14 14



Analysis Period

6.1 Assessment years

As agreed with SCC, the junction capacity analysis has been undertaken on the road network for the year

of opening 2018.

In order to assess junction capacity in future assessment scenarios, it is necessary to factor the existing

background traffic flows. The existing traffic flows have been factored using National Transport Model

(NTM) growth factors for Sunderland obtained from TEMPRO v6.2. In accordance with WebTAG unit 3.15.

TEMPRO software has been used to derive the local adjustment factors to modify NTM growth.

Table 18 Growth factors (2015 to 2018)

Year AM Peak PM Peak

2015 - 2018 1.0311 1.0317

6.2 Traffic flow scenarios

In order to determine the impact of the development on the area of influence, the following traffic flow

scenarios were analysed:

• Year of opening base flows (2018) AM peak hour;

• Year of opening base flows (2018) PM peak hour;

• Base flows + proposed development AM peak hour; and

• Base flows + proposed development PM .

Base flows have been extracted from the junction turning counts referenced in Section 3.6.2 and growth

factors applied, with the proposed development flows based on analysis contained within Section 5. A copy

of the scenarios and the vehicle flows can be found in Appendix I.



Impact Assessment

7.1 Junction Assessment

As agreed with SCC the development impact has been quantified on the following junctions:

• Whitburn Road / Lowry Road priority junction;

• Whitburn Road / Dykelands Road signalised junction;

• Dykelands Road / Lowry Road priority junction; and

• Lowry Road West / Lowry Road North / Service Access.

Cundall have also considered the proposed access into the potential public car park located on Lowry

Road. The analysis is based on a four arm mini roundabout which would replace the existing access into

Morrisons.

The priority junctions have been analysed using the software package PICADY 9 while the roundabout has

been analysed using ARCADY 9, collectively the software is known as Junctions 9. Outputs from Junctions

9 produce queue lengths and Ratio of Flow Capacities (RFC). An RFC value below 0.85 would represent a

junction that operates within capacity without any significant delays, RFC values over 0.85 highlights a

junction which is operating close to or at capacity.

The signalised junction has been modelled using LinSig V3. LinSig summarises the results of the analysis

in terms of the Degree of Saturation and the Mean Max Queue length. Definitions of these two results is set

out below:

• The Degree of Saturation is a ratio of demand to capacity on each approach lane, with a value of

100% meaning that demand and capacity are equal. It is usually considered that when values above

90% are experienced the junction is reaching capacity and queues may start to form; and

• The Mean Max Queue represents the maximum queue within a typical cycle averaged over all the

cycles within the modelled time period. This value is measured in Passenger Car Units (PCUs) with

one PCU equal to one standard car length (5.75m).

7.1.1 Whitburn Road / Lowry Road roundabout junction

The junction has been analysed as a three arm roundabout using existing geometric measurements and

Table 19, summarises the results of the analysis.



Table 19 Whitburn Road / Lowry Road roundabout junction

AM peak hour PM peak hour

Queue (PCU) Delay (s) RFC Queue (PCU) Delay (s) RFC

Base 2018

1 - Whitburn Road (south) 0.3 2.75 0.23 0.4 3.09 0.29

2 - Lowry Road 0.1 3.88 0.1 0.5 5.33 0.33

3 - Whitburn Road (north) 0.7 3.70 0.4 0.5 3.35 0.33

Base 2018 + Proposed


2 - Lowry Road 0.2 4.07 0.14 0.6 5.59 0.36


The results of the analysis show that the development will have a minimal impact on the operation of the

junction which will continue to operate well within capacity with minimal levels of delay and queuing forecast

following the addition of the fully developed site.

7.1.2 Whitburn Road / Dykelands Road signalised junction

The junction has been analysed as a three arm signal controlled junction using existing geometric

measurements and Table 20, below, summarises the results of the analysis.

Table 20 Whitburn Road / Dykelands Road signalised junction

AM peak hour PM peak hour

Deg Sat MMQ Deg Sat MMQ

Base 2018

Whitburn Road (north) 52.9 5.7 39.0 3.7

Dykelands Road 52.5 2.5 44.7 2.0

Whitburn Road (south) 58.3 5.5 71.8 7.6

PRC 54.3 25.4


Whitburn Road (north) 55.0 6.0 40.5 4.0

Dykelands Road 58.6 2.9 49.6 2.3

Whitburn Road (south) 62.7 6.1 77.1 8.6

PRC 44.4 19.1

The results of the analysis show that the development will have a minimal impact on the operation of the

junction which will continue to operate within capacity with minimal levels of delay and queuing forecast

following the addition of the fully developed site.

7.1.3 Dykelands Road / Lowry Road priority junction

The junction has been analysed as a priority junction using existing geometric measurements and Table 21,

summarises the results of the analysis.



Table 21 Dykelands Road / Lowry Road priority junction

AM PM

Queue (PCU)

Delay (s)

RFC Queue (PCU)

Delay (s)

RFC

Base 2018

Lowry Road to Dykelands Road (east) 0.1 6.56 0.06 0.3 9.96 0.21

Lowry Road to Dykelands Road (west) 0.2 9.05 0.16 1.1 17.31 0.52

Dykelands Road (east) 0 5.36 0.04 0.3 6.8 0.21


Lowry Road to Dykelands Road (east) 0.1 8.29 0.09 0.5 17.56 0.33

Lowry Road to Dykelands Road (west) 0.7 13.51 0.42 2.6 32.08 0.73

Dykelands Road (east) 0.0 5.66 0.04 0.2 7.09 0.19

The results of the analysis show that the development will have an impact on the operation of the junction,

however the junction will continue to operate within capacity with minimal levels of delay and queuing

forecast following the addition of the fully developed site.

7.1.4 Lowry Road / Service access priority junction

The junction has been analysed as a priority junction using existing geometric measurements and Table 22,

below, summarises the results of the analysis. Please note that the development proposals include the

change of priority on this junction, such that the service access would give way to vehicles on Lowry Road.

Table 22 Lowry Road / Service Access priority junction

AM PM

Queue (PCU)

Delay (s)

RFC Queue (PCU)

Delay (s)

RFC

Base 2018

Service access to Lowry Road (west) 0 0 0 0 6.26 0.01

Service access to Lowry Road (north) 0 0 0 0 9.93 0.01

Lowry Road (west) 0 5.43 0 0 4.96 0.02


Service access to Lowry Road (west) 0 5.69 0.03 0 6.2 0.02

Service access to Lowry Road (north) 0 9.71 0.02 0 11.91 0.02

Lowry Road (west) 0 5.38 0.01 0.1 4.88 0.06

The results of the analysis show that the development will have an impact on the operation of the junction,

however the junction will continue to operate within capacity with minimal levels of delay and queuing

forecast following the addition of the fully developed site.

7.1.5 Morrisons / Lowry Road / Proposed Car Park mini roundabout

The junction has been analysed as a four arm mini roundabout using proposed geometric measurements

and Table 23, summarises the results of the analysis.



Table 23 Morrisons / Lowry Road / Proposed car park Mini-roundabout

AM PM



1 - Lowry Road (east) 0.3 5.40 0.21 0.6 7.88 0.39

2 - Proposed Public Car Park 0.2 5.49 0.13 0.2 6.89 0.13

3 - Lowry Road (west) 0.3 5.46 0.22 1.0 8.70 0.50

4 - Morrisons 0.2 5.11 0.16 1.4 10.51 0.60

The results of the analysis show that the new roundabout will operate within capacity with minimal levels of

delay and queuing forecast following the addition of the fully developed site.

7.1.6 Junction assessment summary

It can be seen above, that the local highway network will continue to operate with minimal levels of delay

and queuing in 2018 following the addition of traffic generated by the fully developed site. A copy of the full

outputs for each junction can be found in Appendix J.

7.2 Car park assessment

At the request of SCC, Cundall have also analysed the existing and proposed public car parks to ensure

that the proposals meet the expected capacity. As noted in Section 4.4.3 a separate report has been

prepared which details the assessment of the existing car parks and a copy of this report can be found in

Appendix C.

Table 24 compares the two survey periods and shows that the surveys are comparable. Across the bank

holiday weekend and the rest of the week the average number of vehicles parked is comparable between

the two surveys, however the maximum number of vehicles parked on a bank holiday Monday is higher

during the April / May survey. The maximum occupancy during the week is similar across both surveys with

an occupancy between 10% - 20%. The average occupancy levels are also similar in both surveys.



Table 24 Car park survey results summary - Existing

Date

April / May

Date

August / September

Max Count

Max Occupancy

Average Count

Average Occupancy

Max Count

Max Occupancy

Average Count

Average Occupancy

Tuesday 31st 37 16.6% 18 8.1%

Wednesday 1st 25 11.2% 16 7.1%

Thursday 2nd 38 17.0% 20 9.1%

Friday 3rd 45 20.2% 13 5.9% Friday 28th 72 32.3% 34 15%

Saturday 4th 98 43.9% 37 16.6% Saturday 29th 48 21.5% 23 10%

Sunday 5th 151 67.7% 76 33.9% Sunday 30th 157 70.4% 65 29%

Monday 6th 168 75.3% 46 20.5% Monday 31st 108 48.4% 38 17%

Tuesday 1st 80 35.9% 34 15%

Wednesday 2nd 36 16.1% 22 10%

Thursday 3rd 40 17.9% 17 8%

Friday 4th 29 13.0% 15 7%

Saturday 5th 107 48.0% 63 28%

Sunday 6th 219 98.2% 119 53%

Monday 7th 54 24.2% 27 12%



Using the TRICS data set out in Section 5, Cundall have calculated the demand for parking generated by

the proposed retail units. The additional vehicles generated by the proposed retail units have been added

onto the existing accumulation to determine the new demand for parking within the public car parks. Table

25 summarises the results of the analysis based on a proposed new public parking provision of 186 spaces.



Table 25 Car park survey results summary - Proposed

Date May surveys Date September surveys

Max Count

Max Occupancy

Average Count

Average Occupancy

Max Count

Max Occupancy

Average Count

Average Occupancy

Tuesday 31st 80 43.2% 53 28.7%

Wednesday 1st

68 36.6% 50 27.1%

Thursday 2nd 79 42.7% 55 29.6%

Friday 3rd 90 48.5% 49 26.3% Friday 28th 117 63.1% 70 38%

Saturday 4th 124 66.6% 64 34.3% Saturday 29th 74 39.7% 47 25%

Sunday 5th 170 91.7% 104 55.8% Sunday 30th 182 97.7% 95 51%

Monday 6th 213 114.7% 90 48.5% Monday 31st 148 79.6% 75 40%

Tuesday 1st 120 64.5% 72 39%

Wednesday 2nd

81 43.7% 56 30%

Thursday 3rd 75 40.5% 52 28%

Friday 4th 72 38.8% 51 27%

Saturday 5th 133 71.4% 91 49%

Sunday 6th 245 131.6% 154 83%

Monday 7th 86 46.2% 63 34%



It has been agreed with SCC that the proposals would provide parking based on the “typical” demand.

Therefore, with the exception of Sunday 6th September the maximum occupancy on a non-bank holiday

weekend was 133 vehicles or 71.4% of the total capacity. This indicates that the proposed parking

provision of 186 spaces would be sufficient to accommodate the proposed demand.



Appraising the Impact of the Development

8.1 Pedestrian facilities

8.1.1 Shared spaces

The development will include shared pedestrian spaces for use by pedestrians, cyclists and vehicles.

These shared spaces will be designed to reduce the dominance of motor vehicles, primarily through lower

speeds and encouraging drivers to behave more accommodatingly towards pedestrians.

Shared space can be appropriate at junctions or squares, where pedestrian desire lines are more diverse.

Such settings, where streets come together and can provide good opportunities for creating distinct focal

points.

The detailed design of the development will consider the use and suitability of such spaces and there are

many design features which could be employed to highlight to all vehicles that they are entering an area

which prioritises pedestrians, these include:

• Signage;

• Raised entry tables; and

• Surface treatments.

8.1.2 Pedestrian crossings

Where pedestrian routes intersect with vehicular routes, pedestrians will be given priority through the use of

measures such as raised tables. Pedestrian crossing points should be provided in locations where

pedestrian / vehicle visibility can be achieved for the necessary vehicle speeds.

Pedestrian crossing points and footpaths will ensure that all units are connected to pedestrian facilities

within the development and that all users have a clear and obvious way to traverse the site on foot.

8.1.3 Pedestrian design

Pedestrian only routes will be provided at a minimum unobstructed width of 2m. The primary route through

the development site on Lowry Road will incorporate a shared pedestrian / cycle route on one side in

addition to a pedestrian only route, the shared route will be a minimum unobstructed width of 3m.

DDA compliance will be provided for all routes and further detailed design will be undertaken for each of the

proposed areas.



8.1.4 Links to local pedestrian facilities

Segregated walking routes will be provided through the residential site with dropped kerbs and tactile

paving at all crossing points. The layout of the development will allow individual elements of the scheme to

connect to the existing pedestrian facilities and the wider area.

8.2 Cyclist facilities

Cyclists will have access to the majority of the proposed site through both the proposed road network and

shared pedestrian / cycle routes. The layout allows cycles direct access onto the existing cycle network,

providing a link to both local and national cycle routes.

For the detailed design of the cycling infrastructure, it is recommended that consideration is given to the use

of the five main requirements identified by the Dutch manual, ‘Sign up for the bike’ produced by CROW in

1993. These are:

• Coherence;

• Directness;

• Attractiveness;

• Safety; and

• Comfort.

This approach for cycling contributes to wider travel behaviour change rather than just as a means to

improve conditions for cycling.

Cycle parking at a level to accommodate the likely demand will be provided on site and distributed

throughout the site, as described in Section 4.4.1.

8.3 Public transport

From observation of current bus usage, Cundall believe the existing bus service provision in the area will

satisfactorily accommodate the demand from the proposed site. Pedestrian links within the site will provide

convenient access to external public transport facilities.

8.4 Road network

8.5 Accessibility and integration

The proposed measures included in the Travel Plan (TP) will promote accessibility by walking, cycling, and

public transport modes and should reduce demand for car travel. This will be achieved through; a mix of



local cycle measures; provision of on-site cycle facilities; incentives to promote walking, cycling and public

transport use and promotion of car sharing.

8.6 Safety

At the request of SCC, Cundall have undertaken a Stage 1 Road Safety Audit on the proposed scheme. A

copy of the Road Safety Audit can be found in Appendix F. The main concerns raised within the Road

Safety Audit relate to visibility to and from the new roundabout on Lowry Road and the new access from

Dykelands Road. These matters will be addressed as part of detailed design, however it should be noted

that the proposed junctions have been agreed with SCC.

A review of accident data shows that there are no common factors in the area that would need to be

addressed, and the proposals will not increase the risk.

8.7 Construction vehicles

The phased construction of the proposed development has yet to be finalised, as such it is not possible to

provide details of the exact mitigation measures that will be used during the construction period.

Nevertheless, measures will be put in place so as to reduce the level of disruption and inconvenience

experienced during construction and it is anticipated that the preparation of Construction and Traffic

Management Plans (CTMPs) will be required to accompany the future detailed planning applications for

each phase of the site.

The mitigation measures which may be included within the CTMPs are as follows:

• Restrictions on access routes for construction vehicles;

• Programming and timing of HGV deliveries to minimise the impact on existing road users;

• Informative road signs warning other users of the construction vehicles;

• Washing equipment on site, to keep nearby routes free from deposits and debris; and

• Provision of temporary signs and traffic control, if necessary.

This list is not exhaustive and it is expected that a CTMP will be developed prior to construction

commencing on site.



Promoting Smarter Choices via Travel Plans

SCC advised that an Interim Travel Plan (ITP) is required to accompany the planning application.

A TP is a working document created to address a site’s particular travel and transport needs. Primarily, it

aims to steer end users away from private car trips and towards alternative sustainable forms of travel, such

as walking, cycling, use of public transport and car sharing.

The TP for the development has been prepared to ensure the development and the ultimate users of the

development are as environmentally aware as possible.

By thinking creatively about travel issues, the TP can become an exciting project, with a holistic focus that is

integrated into the life and ethos of the development.

It is anticipated that detailed ITP’s will be required for each of the detailed planning applications for the

proposed development.

For further details, please see the ITP that accompanies the planning application.



Summary and Conclusion

10.1 Summary

Cundall has examined the likely transportation impacts which will result from the proposed regeneration

scheme at Seabrun, Sunderland.

The development site is allocated for residential development within the Adopted LDP as cited in CS5.2.

The outline proposals support Local and national planning policy by providing a development which will be

accessible by all modes of travel offering opportunity for access on foot, by cycle and by bus in addition to

by private car.

The proposed development is located adjacent to a network of existing pedestrian, cycle and public

transport facilities ensuring that the development can be accessed by a range of travel modes in addition to

the private car. Convenient access will be provided between the internal and external transport networks to

promote access using sustainable modes of travel.

It is considered that existing bus service provision in the area can accommodate the anticipated patronage

of the proposed development.

Private on-site parking will be provided in line with the requirements of SCC. This level of provision caters

for the requirements of residents and their visitors to prevent the need for car parking out with the site. As

agreed with SCC, public car parking provision has been provided at a level which can accommodate both

existing and proposed levels of demand.

An ITP, has been provided with the planning application documentation, as required by SCC. The ITP aims

to increase the use of sustainable modes of transport. A range of transport measures provided within the

development will encourage users to consider their travel options and will help to promote travel by

sustainable modes.

The developments impact has been assessed on the local highway network.

10.2 Conclusion

It has been demonstrated that the local highway network will continue to operate within capacity in the

future year 2018 following the addition of traffic generated by the fully developed site.

There are no transportation related reasons that should prevent the granting of planning permission for the

residential development at Seaburn.

Appendix A

Cundall Johnston and Partners LLP Horsley House Regent Centre Gosforth Newcastle-upon-Tyne NE3 3LU Tel +44 (0)191 213 1515 www.cundall.com

Siglion

Seaburn

Transportation Scoping report Job No: 1010618 Doc Ref: RPT-TN001 Latest Revision: - Date: 4/02/2016

Seaburn – Transportation Scoping Report Page 2 of 21

Document Ref – RPT-TN001


Revision Ref




Report Name Transportation Scoping Report 1010618

Revision

-

Issue Date

4/02/2016


Draft for client comment


Initials AD NMc NMc

Signature



Contents

Introduction ............................................................................................................................ 4

Existing Conditions ................................................................................................................. 6

Policy and Guidance .............................................................................................................. 7

Proposed Site ......................................................................................................................... 8

4.1 Development proposals ......................................................................................................... 8

4.2 Access by sustainable modes ................................................................................................ 8

Trip Generation and Distribution ............................................................................................ 9

5.1 Peak hours ............................................................................................................................. 9

5.2 Trip rates and generation ....................................................................................................... 9

5.3 Travel mode ......................................................................................................................... 13

5.4 Total trips by vehicle ............................................................................................................ 14

5.5 Trip distribution ..................................................................................................................... 15

5.6 Committed development ...................................................................................................... 17

Trip Impact and Assessment ................................................................................................ 18

6.1 Year of opening .................................................................................................................... 18

6.2 Assessment scenarios ......................................................................................................... 18

6.3 Junction assessment ............................................................................................................ 18

6.4 Car parking ........................................................................................................................... 19

Travel Plan ........................................................................................................................... 20

Summary .............................................................................................................................. 21

© This report is the copyright of Cundall Johnston & Partners LLP. It has been prepared for the sole and confidential use of Siglion and cannot be reproduced in whole or in part or relied upon or used by any third party without the express written authorisation of Cundall Johnston & Partners LLP. If any third party whatsoever comes into possession of this report, they rely on it at their own risk and Cundall accepts no duty or responsibility (including in negligence) to any such third party.



Introduction

Cundall have been commissioned by Siglion to undertake a Transport Assessment (TA) in support of a

planning application for a proposed mixed use development in the Seaburn area of Sunderland,

approximately 3.5km to the north of Sunderland city centre. The location of the site is shown on Diagram 1

below.


An initial masterplan has been prepared for the development which includes the following elements:

Privately owned residential units (houses and apartments);

Retirement apartments;

Leisure, retail and hotel space; and

Infrastructure including upgrading roads, works to Whitburn Road along the sea front and new roads

and services for the proposed residential site.



The following sections outline Cundall’s proposals for the scope of the TA which has been informed by

initial discussions between Cundall and Sunderland City Council (SCC).



Existing Conditions

The site is currently a leisure area and a car park which is owned by SCC. It is bounded by a Morrisons

supermarket to the north, the A183 Whitburn Road and the coastline to the east, Dykelands Road to the

south and residential areas to the west.

Walking routes are present in the vicinity of the site, in the form of footways, which are present on all

approaches to the site and provide access to the main shopping areas in Seaburn (Sea Road), residential

areas and public transport facilities within the area.

On and off road cycle routes are provided within the vicinity of the site which provide an alternative to the

private car. There are a number of national and local cycle routes in the vicinity of the site including

National Route 1, which is a long distance route connecting Dover and the Shetland Islands.

Public transport in the form of local buses serve the area, providing access to Sunderland city centre and

neighbouring areas. A Metro station is available approximately 1.5km to the west of the site which can be

accessed by foot or via the local bus services.

The A183 which runs along the eastern boundary of the site runs from South Shields in Tyne and Wear,

through Sunderland and ends at Chester-le-Street in County Durham and is a major road serving Roker,

Sunderland City Centre, Millfield and Grindon areas and landmarks along its route.



Policy and Guidance

The TA would be prepared in accordance with the “Validation of Planning Applications in Tyne and Wear

2013” and will be based on the assessment methodology contained in “Guidance on Transport

Assessment” issued by the Department for Transport (DfT) in March 2007. Whilst we are aware that the

Department for Transport guidance has been superseded by “Transport evidence bases in plan making” the

SCC 2013 document and the DfT’s 2007 guidance provides a thorough methodology for quantifying and

assessing the impact of development proposals on traffic movement and highway safety. It is therefore

considered appropriate to use both SCC’s and the DfT documents.



Proposed Site

The proposed development site is described in Section 2 and would be considered to be brownfield in

nature.

4.1 Development proposals

The proposals for the development site comprise:

82 privately owned houses;

170 privately owned flats;

36 retirement apartments;

Retail units (Use Class A1 – 2,026m2);

Restaurants and Café (Use Class A3 - 509m2);

Drinking establishments (Use Class A4 - 264m2);

Gymnasium (Use Class D2 – 1,355m2);

Health Centre (Use Class D2 - 513m2);

Amusement Arcade (sui-Generis – 4,694m2);

Open space; and

Associated car parking and new roads.

4.2 Access by sustainable modes

Within the residential phases of the site the development will provide segregated walking routes through the

site with dropped kerbs and tactile paving at all crossing points. Within the retail and leisure phases of the

site a wide pedestrian boulevard which connects Lowry Road to Whitburn Road is proposed which will only

accept vehicles delivering goods to the units.

The existing controlled pedestrian crossing located opposite the seafront restaurant will be increased in size

to cope with the additional demand generated by the proposed development.

The TA will include a full review of the site accessibility by sustainable modes with any gaps in provision

identified along with measures to address them.



Trip Generation and Distribution

5.1 Peak hours

With the agreement from SCC, Cundall have conducted traffic surveys at the following junctions to

determine the likely traffic distribution and network peak hours.

Whitburn Road / Lowry Road;

Whitburn Road / Dykelands Road;

Dykelands Road / Seafields; and

Lowry Road West / Lowry Road North / Service Access.

It should be noted that, at the request of SCC, surveys were carried out on two different days, one being a

neutral day (Tuesday 31.03.15) and the other being a bank holiday (Monday 06.04.15). The network peak

hours are shown in Table 1, below:

Table 1 Network peak hours

Day AM Peak PM Peak

31.03.15 (neutral) 08:00 – 09:00 17:15 – 18:15

06.04.15 (bank holiday) 09:00 – 10:00 15:00 – 16:00

For the purpose of this scoping note, Cundall have utilised the network peaks from the data obtained on the

neutral day as this is considered to be more representative than that of the bank holiday data. However, as

it is shown in Table 1 above, the PM peak is 17:15 – 18:15, TRICS data for this time period is not available

and therefore Cundall have utilised the data for the time period 17:00 – 18:00.

5.2 Trip rates and generation

Cundall have interrogated the TRICS database to determine the likely trip generation for the proposed

development. The following subsections provide details of each land use and the trip rates / total people

generation associated with the land use. A copy of the TRICS outputs for each of the proposed use classes

can be found in Appendix A.

5.2.1 Privately owned houses

As mentioned in Section 4, the proposals comprise 82 privately owned residential houses. Utilising the

following parameters the trip generation has been established:



Houses privately owned;

Edge of town centre, suburban area and edge of town locations; and

Monday to Friday survey days only.

In addition, Cundall have limited the number of datasets used to those post 2007 and 28 individual datasets

were used to determine the trip rates.

The TRICS database showed that the AM peak hour for privately owned houses is 08:00 – 09:00 and the

PM peak hour is between 17:00 – 18:00. As detailed in Section 5.1, above, Cundall have utilised the

network peak hours as determined in the traffic survey conducted on 31st March 2015. Table 2, below,

shows the resultant trip rates and total people generation for privately owned houses.

Table 2 Total people trip rates and generation - privately owned houses

Trip rate / Total people generation

AM Peak PM Peak




5.2.2 Privately owned flats

As mentioned in Section 4, the proposals comprise 170 privately owned residential flats / apartments.

Utilising the following parameters the trip generation has been established:

Flats privately owned;



In addition, Cundall have limited the number of datasets used to those post 2007 and 13 individual datasets


The TRICS database showed that the AM peak hour for privately owned flats is 08:00 – 09:00 and the PM

peak hour is between 17:00 – 18:00. As detailed in Section 5.1, above, Cundall have utilised the network

peak hours as determined in the traffic survey conducted on 31st March 2015. Table 3, below, shows the

resultant trip rates and total people generation for privately owned flats.



Table 3 Total people trip rates and generation - privately owned flats

Trip rate / Total people generationAM Peak PM Peak




5.2.3 Retirement apartments

As previously discussed, the proposals comprise 36 retirement apartments for older ‘down sizers’ looking

for a better quality of life. Utilising the following parameters the trip generation has been established:

Retirement flats;



In addition, Cundall have limited the number of datasets used to those post 2007 and six individual datasets


The TRICS database showed that the AM peak hour for retirement flats to be 09:00 – 10:00 and the PM

peak to be 16:00 – 17:00, however, as detailed in Section 5.1 above Cundall have utilised the network peak

hours as determined in the traffic survey conducted on 31st March 2015. Table 4. Below. shows the

resultant trip rates and total people generation for retirement flats.

Table 4 Total people trip rates and generation - retirement flats





5.2.4 Retail Units

As mentioned in Section 4, the proposals include 2,026m2 of retail space, with a use class of A1. It is

understood that these units are likely to be small shops e.g. gift and souvenir shops. Utilising the following

parameters the trip generation has been established:



Local shops;



In addition to the above, any sites which included a branded retail unit (Co-op, Tesco etc.) were discounted.

The TRICS database showed that the AM peak hour for local shops is 08:00 – 09:00 and the PM peak hour

is between 15:00 – 16:00. As detailed in Section 5.1 above Cundall have utilised the network peak hours

as determined in the traffic survey conducted on 31st March 2015. Table 5 below shows the resultant trip

rates and total people generation for local shops.

Table 5 Total people trip rates and generation – Local shops



Trip rate (per 100m2) 13.784 13.482 10.706 12.022


5.2.5 Leisure use trips

Cundall have considered the existing and proposed leisure uses within the masterplan (food & drink, gym /

health centre, Go bananas, Sheldons Amusements etc.), these are shown in Table 6, below.

Table 6 Floor areas for existing and proposed leisure uses

Existing Proposed

13,017m2 7,335m2

It can be seen that the current masterplan proposals for leisure uses will be smaller than the existing

facilities. Therefore, the number of vehicles which will generated by the leisure elements of the masterplan

will be lower than existing and will result in reduced vehicle trips on the network. However, for the purpose

of this assessment the vehicles will not be reduced providing a worst case scenario on the network.

5.2.6 Total proposed people trips

To establish the likely total people trips to be generated by the proposed development, Cundall have

combined the trips from each of the above land uses, the results of which are shown in Table 7 below.



Table 7 Total people generated

AM Peak PM Peak





Retail use 279 273 217 244

TOTAL 320 423 339 315

The figures shown in Table 7, above, that there will be 758 two-way people trips in the AM peak and 660

two-way people trips in the PM peak generated by the proposed development.

5.3 Travel mode

In order to estimate the level of trips by mode of travel, Cundall have utilised the travel mode data from the

TRICS database for the proposed retail units on site, and the Census 2011 dataset ‘Method of Travel to

Work’ has been interrogated to establish the likely travel patterns of residents. Table 8, below, shows the

mode split for each of the proposed retail trips and Table 9 shows the modal split for the proposed

residential developments based on the Fulwell Ward of Sunderland.

Table 8 Method of transport (TRICS), Retail units

Mode of transport (TRICS)

Pedestrians 47.4%

Cyclists 1.7%

Bus / Tram passengers 1.0%

Rail passengers 0.1%

Single vehicle occupants 28.8%

Multi vehicle occupants 21.0%

Total 100%

For this assessment, it has been assumed that for every two people who travel as a “multi vehicle

occupant”, this equates to one vehicle trip.



Table 9 Method of travel to work, Fulwell Ward (Census 2011), Residential units

Mode of transport Percentage

Underground, Metro, Light Rail, Tram 6.8%

Train 1.1%

Bus, Minibus or Coach 7.9%

Taxi 0.3%

Motorcycle, Scooter or Moped 0.3%

Driving a Car or Van 66.8%

Passenger in a Car or Van 6.2%

Bicycle 1.4%

On Foot 8.1%

Other Method of Travel to Work 1.1%

Total 100%

5.4 Total trips by vehicle

Table 10, below, sets out the number of new vehicle trips generated by the proposed residential and retail

units.

Table 10 New vehicle trips generated by residential and retail

AM Peak PM Peak





Retail use 110 107 85 96

TOTAL 137 207 167 143

The figures shown in Table 10, above, that there will be 355 two-way vehicle trips in the AM peak and 314

two-way vehicle trips in the PM peak. It is proposed to adopt the above trip generation levels within the

emerging TA.



5.5 Trip distribution

The vehicular trip distribution has been calculated using travel to work data obtained from the 2011 Census.

The “Distance Travelled to Work” dataset within the 2011 Census was used to determine the range of

distances people in the Fulwell Ward travel to work. The data classifies the distance travelled to work in the

following groups:

Less than 2km;

Between 2km and 5km;





Between 40km and 60km; and

Over 60km.

This data includes all trips to work, and not just vehicular trips, so modal splits for vehicular trips at these

distances needs to be applied to determine vehicular trips. Local data within the 2011 Census is not

available so national data was used from the National Travel Survey 2014 (Table NTS0308) which provides

the trips per person, per year, by distance and main mode. The table classifies distance by miles, so the

nearest comparable band was used when applying it to the local data.

In order to determine the local trips to work by vehicle, the national trips by vehicle were multiplied by the

percentage trips to work locally by distance to give a localisation ratio. This localisation ratio was then

summed and a percentage “trips by vehicle to work” was calculated as shown in Table 11, below. For the

purpose of this assessment we have discounted those who work from home.



Table 11 Factored distance travelled to work

Distance Band

Trips to Work Trips by VehicleLocalisation

Ratio Trips by Vehicle to

Work (Locally) (Locally from Census)

(Nationally from Travel Survey)

<2km 15% 19% 0.03 5%

2 – 5km 29% 57% 0.17 26%

5 - 10km 29% 77% 0.22 35%

10 - 20km 18% 81% 0.14 23%

20 - 30km 4% 81% 0.03 5%

30 - 40km 2% 82% 0.02 3%

40 - 60km 0% 80% 0.00 0%

> 60km 3% 74% 0.02 3%

The established development traffic was distributed onto the network according to the economic centres

contained within each individual band within the 2011 Census distance travelled to work data. Table 12,

below, indicates the distribution of vehicles to these economic centres from the site, which have been

assigned in accordance with the likely density of employment, numbers of visitors or customers associated

with each “Economic Centre”.

Table 12 Percentage of Trips to Economic Centres by Distance

Distance Band

Economic Centres

Centre Percentage Centre Percentage Centre Percentage

<2km Roker 33% Whitburn 33% Fullwell 33%

2 – 5km Sunderland (city) 50% Southwick 30% Cleadon Park 20%

5 - 10km South Shields 25% Washington 38% Doxford Park 38%

10 - 20km Newcastle upon Tyne 70% Chester le-street 15% Peterlee 15%

20 - 30km Cramlington 30% Durham 40% Hartlepool 30%

30 - 40km North 30% West 20% Middlesbrough 50%

40 - 60km North 50% South 50%

> 60km North 50% South 50%

These percentage trips for the economic centres were then applied to the percentage trips within the

distance bands to give a distribution to the main points of access to the area of influence.

Trips to Cleadon Park and South Shields have been split 50:50 between Dykelands Road (west) and

Whitburn Road (south). Vehicles on Whitburn Road (south) are then further distributed between vehicles



turning left onto Dykelands Road and continuing straight ahead on Whitburn Road based on a 30/70 split.

This is based on the location of the residential units within the site.

Trips to Sunderland (City), Doxford Park, Peterlee, Hartlepool and Middlesbrough have been split 50:50

between Dykelands Road (east) and Whitburn Road (north).

The resulting percentage trips to each economic centre by entry point to the area of influence is provided in

Table 13, below.

Table 13 Trips to Economic Centres by Entry point to Area of Influence

Distribution

Distance Band

<2km 2 - 5 km5 - 10 km

10 - 20 km

20 - 30 km

30 - 40 km

40 - 60 km

>60km Total

Dykelands Road (west)

1.9% 18.8% 19.4% 23.4% 4.7% 0.9% 1.1% 2.7% 73%

Dykelands Road (other)

1.9% 2%

Whitburn Road (south)

7.2% 5.3% 1.9% 0.8% 0.3% 0.4% 0.9% 17%

Whitburn Road (north)

1.9% 2.9% 3.5%

8%

Total 100%

Due to the different land uses within the site, the origin and destination points will be different for the

residential compared to the retail. Trips associated with the retail element of the site will be heading

towards the two public car parks and trips associated to the residential uses will be heading into the site.

Therefore Cundall have provided separate distribution for the two proposed land uses.

It has been assumed that vehicles arrive and depart along the same route. The percentage distribution

pattern for the development traffic, along with the generated traffic flows, is shown in the diagrams attached

as Appendix B.

5.6 Committed development

SCC have identified a mixed use development located on the eastern side of Whitburn Road as committed

development (planning reference 11/03065/FUL). The TA will consider this development as part of the

application.



Trip Impact and Assessment

6.1 Year of opening

The development will be over two phases. For the purpose of the TA it will be prepared assuming all

infrastructure and generations will be in place to provide analysis of the road network for the full

development. For the purpose of this assessment, the year of opening is assumed to be 2018.

6.2 Assessment scenarios

Within the TA the following scenarios will be considered to determine the level of impact on the local

highway network.

Year of opening base flows (2018) AM;

Year of opening base flows (2018) PM;

Base flows + proposed development AM; and

Base flows + proposed development PM.

Base flows have been extracted from the junction turning counts referenced in Section 5.1 and growth

factors applied, with the proposed development flows based on analysis contained within Section 4.3. A

copy of the scenarios and the vehicle flows can be found in Appendix C.

6.2.1 Growth factors

In order to assess junction capacity in future assessment scenarios, it is necessary to factor the existing

background traffic flows. The existing traffic flows have been factored using National Transport Model

(NTM) growth factors for Sunderland obtained from TEMPRO v6.2. In accordance with WebTAG unit 3.15.

TEMPRO software has been used to derive the local adjustment factors to modify NTM growth.

Table 14 Growth factors (2015 to 2018)

Year AM Peak PM Peak

2015 - 2018 1.0311 1.0317

6.3 Junction assessment

The following junctions will be modelled to determine the impact the proposed development has on the

junction capacity:



Whitburn Road / Lowry Road priority junction;

Whitburn Road / Dykelands Road signalised junction;

Dykelands Road / Lowry Road priority junction;

Lowry Road / Service access priority junction; and

Morrisons / Lowry Road / Proposed Car Park mini roundabout.

The priority junctions will be analysed using the software package PICADY 9 while the roundabout has

been analysed using ARCADY 9, collectively the software is known as Junctions 9. Outputs from Junctions

8 produce queue lengths and Ratio to Flow (RFC) capacities. An RFC value below 0.85 would represent a

junction that operates within capacity without any significant delays, RFC values over 0.85 would suggest

that a junction operates over capacity with queues forming on selected arms.

The signalised junction will be models using LinSig V3. LinSig produces two main result outputs for each

lane of the junction, the Degree of Saturation and the Mean Max Queue length. Definitions of these two

results is set out below:

The Degree of Saturation is a ratio of demand to capacity on each approach lane, with a value of

100% meaning that demand and capacity are equal. It is usually considered that when values above

90% are experienced the junction is reaching capacity and queues may start to form; and

The Mean Max Queue represents the maximum queue within a typical cycle averaged over all the

cycles within the modelled time period. This value is measured in Passenger Car Units (PCUs) with

one PCU equal to one standard car length (5.75m).

6.4 Car parking

The TA will also include a summary of the car parking analysis undertaken for the public car park, which

has been considered in detail within a separate report titled: Seaburn Parking Report.



Travel Plan

An Interim Travel Plan (TP) will be provided with the emerging TA that identifies TP measures to be

implemented at the site, discusses the implementation, monitoring and reviewing processes that the

development will undertake to reduce the reliance on the private car and promote more sustainable modes

of transport. The TP will also outline the level of commitment from the developer with regard to the

implementation of specific measures.



Summary

The purpose of this scoping note is to set out the methodology to proceed with the appropriate transport

documentation to accompany the planning application for the proposed development.

In accordance with the “Validation of Planning Applications in Tyne and Wear 2013” the TA will be based on

the assessment methodology contained within the approach outlined in “Guidance for Transport

Assessment”. In summary, the TA will address the following items.

Existing conditions;

Existing site information;

Baseline transport data, this will include:

Accident analysis; and

Traffic flow data.

Proposed development, this will include:

Trip generation and distribution;

Car parking and servicing; and

Off-site highway proposals.

Junction capability analysis will be undertaken at the following junctions:

Whitburn Road / Lowry Road priority junction;

Whitburn Road / Dykelands Road signalised junction;

Dykelands Road / Lowry Road priority junction;

Lowry Road / Service access priority junction; and

Morrisons / Lowry Road / Proposed Public Car Park mini roundabout.

Appendix A

TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15

Page 1

Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401

Calculation Reference: AUDIT-830401-150430-0415

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL

Category : N - RETIREMENT FLATS

MULTI-MODAL VEHICLES

Selected regions and areas:

02 SOUTH EAST

KC KENT 1 days

04 EAST ANGLIA

CA CAMBRIDGESHIRE 1 days

09 NORTH

TW TYNE & WEAR 1 days

10 WALES

PS POWYS 1 days

11 SCOTLAND

GC GLASGOW CITY 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: Number of dwellings

Actual Range: 36 to 52 (units: )

Range Selected by User: 33 to 52 (units: )

Public Transport Provision:

Selection by: Include all surveys

Date Range: 01/01/07 to 17/10/12

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

Tuesday 1 days

Wednesday 1 days

Thursday 1 days

Friday 1 days

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

Selected survey types:

Manual count 5 days

Directional ATC Count 0 days

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

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

undertaking using machines.

Selected Locations:

Edge of Town Centre 2

Suburban Area (PPS6 Out of Centre) 1

Edge of Town 1

Neighbourhood Centre (PPS6 Local Centre) 1

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

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

Not Known.

Selected Location Sub Categories:

Residential Zone 2

No Sub Category 3

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.


Page 2



Use Class:

C 3 5 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:

5,001 to 10,000 2 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:

5,001 to 25,000 1 days

100,001 to 125,000 1 days

125,001 to 250,000 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 2 days

1.1 to 1.5 3 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 5 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.


Page 3


LIST OF SITES relevant to selection parameters

1 CA-03-N-01 RETIREMENT FLATS CAMBRIDGESHIRE

HEDDA DRIVE

HAMPTON HARGATE

PETERBOROUGH

Neighbourhood Centre (PPS6 Local Centre)

Residential Zone

Total Number of dwellings: 5 0

Survey date: WEDNESDAY 14/05/08 Survey Type: MANUAL

2 GC-03-N-01 RETIREMENT FLATS GLASGOW CITY

RIVERFORD ROAD

NEWLANDS

GLASGOW

Suburban Area (PPS6 Out of Centre)

Residential Zone


Survey date: TUESDAY 10/06/08 Survey Type: MANUAL

3 KC-03-N-05 RETIREMENT FLATS KENT

HARDRES STREET

RAMSGATE

Edge of Town Centre

No Sub Category


Survey date: MONDAY 07/12/09 Survey Type: MANUAL

4 PS-03-N-01 RETIREMENT FLATS POWYS

HEOL GOUESNOU

BRECON

Edge of Town Centre

No Sub Category


Survey date: FRIDAY 05/09/08 Survey Type: MANUAL

5 TW-03-N-02 RETIREMENT FLATS TYNE & WEAR

BRABOURNE GARDENS

NORTH SHIELDS

Edge of Town

No Sub Category


Survey date: THURSDAY 17/12/09 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a

unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week

and date of each survey, and whether the survey was a manual classified count or an ATC count.


Page 4


TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS


Calculation factor: 1 DWELLS

BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS

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

Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate

00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.035 5 45 0.044 5 45 0.07907:00 - 08:00

5 45 0.062 5 45 0.053 5 45 0.11508:00 - 09:00

5 45 0.066 5 45 0.062 5 45 0.12809:00 - 10:00

5 45 0.066 5 45 0.062 5 45 0.12810:00 - 11:00

5 45 0.084 5 45 0.115 5 45 0.19911:00 - 12:00

5 45 0.093 5 45 0.088 5 45 0.18112:00 - 13:00

5 45 0.075 5 45 0.071 5 45 0.14613:00 - 14:00

5 45 0.058 5 45 0.058 5 45 0.11614:00 - 15:00

5 45 0.058 5 45 0.066 5 45 0.12415:00 - 16:00

5 45 0.137 5 45 0.071 5 45 0.20816:00 - 17:00

5 45 0.049 5 45 0.066 5 45 0.11517:00 - 18:00

5 45 0.058 5 45 0.049 5 45 0.10718:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.841 0.805 1.646

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: 36 - 52 (units: )

Survey date date range: 01/01/07 - 17/10/12

Number of weekdays (Monday-Friday): 5

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.


Page 8



MULTI-MODAL TAXIS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.004 5 45 0.004 5 45 0.00807:00 - 08:00

5 45 0.009 5 45 0.009 5 45 0.01808:00 - 09:00

5 45 0.004 5 45 0.004 5 45 0.00809:00 - 10:00

5 45 0.004 5 45 0.004 5 45 0.00810:00 - 11:00

5 45 0.009 5 45 0.009 5 45 0.01811:00 - 12:00

5 45 0.000 5 45 0.000 5 45 0.00012:00 - 13:00

5 45 0.004 5 45 0.004 5 45 0.00813:00 - 14:00

5 45 0.004 5 45 0.004 5 45 0.00814:00 - 15:00

5 45 0.004 5 45 0.004 5 45 0.00815:00 - 16:00

5 45 0.009 5 45 0.009 5 45 0.01816:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.000 5 45 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: 0.051 0.051 0.102






the table.







Parameter summary













Page 12



MULTI-MODAL OGVS






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

5 45 0.000 5 45 0.000 5 45 0.00007:00 - 08:00

5 45 0.000 5 45 0.000 5 45 0.00008:00 - 09:00

5 45 0.009 5 45 0.009 5 45 0.01809:00 - 10:00

5 45 0.000 5 45 0.000 5 45 0.00010:00 - 11:00

5 45 0.009 5 45 0.009 5 45 0.01811:00 - 12:00

5 45 0.000 5 45 0.000 5 45 0.00012:00 - 13:00

5 45 0.000 5 45 0.000 5 45 0.00013:00 - 14:00

5 45 0.004 5 45 0.000 5 45 0.00414:00 - 15:00

5 45 0.000 5 45 0.000 5 45 0.00015:00 - 16:00

5 45 0.000 5 45 0.000 5 45 0.00016:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.000 5 45 0.00018:00 - 19:00

1 50 0.000 1 50 0.000 1 50 0.00019:00 - 20:00

1 50 0.000 1 50 0.000 1 50 0.00020:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.022 0.018 0.040






the table.







Parameter summary













Page 16



MULTI-MODAL PSVS






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

5 45 0.000 5 45 0.000 5 45 0.00007:00 - 08:00

5 45 0.000 5 45 0.000 5 45 0.00008:00 - 09:00

5 45 0.000 5 45 0.000 5 45 0.00009:00 - 10:00

5 45 0.000 5 45 0.000 5 45 0.00010:00 - 11:00

5 45 0.000 5 45 0.000 5 45 0.00011:00 - 12:00

5 45 0.009 5 45 0.009 5 45 0.01812:00 - 13:00

5 45 0.000 5 45 0.000 5 45 0.00013:00 - 14:00

5 45 0.000 5 45 0.000 5 45 0.00014:00 - 15:00

5 45 0.000 5 45 0.000 5 45 0.00015:00 - 16:00

5 45 0.009 5 45 0.009 5 45 0.01816:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.000 5 45 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: 0.018 0.018 0.036






the table.







Parameter summary













Page 20



MULTI-MODAL CYCLISTS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.004 5 45 0.004 5 45 0.00807:00 - 08:00

5 45 0.000 5 45 0.000 5 45 0.00008:00 - 09:00

5 45 0.000 5 45 0.000 5 45 0.00009:00 - 10:00

5 45 0.000 5 45 0.000 5 45 0.00010:00 - 11:00

5 45 0.004 5 45 0.004 5 45 0.00811:00 - 12:00

5 45 0.000 5 45 0.000 5 45 0.00012:00 - 13:00

5 45 0.004 5 45 0.000 5 45 0.00413:00 - 14:00

5 45 0.000 5 45 0.004 5 45 0.00414:00 - 15:00

5 45 0.000 5 45 0.000 5 45 0.00015:00 - 16:00

5 45 0.000 5 45 0.000 5 45 0.00016:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.000 5 45 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: 0.012 0.012 0.024






the table.







Parameter summary













Page 24



MULTI-MODAL VEHICLE OCCUPANTS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.031 5 45 0.058 5 45 0.08907:00 - 08:00

5 45 0.071 5 45 0.071 5 45 0.14208:00 - 09:00

5 45 0.093 5 45 0.075 5 45 0.16809:00 - 10:00

5 45 0.088 5 45 0.097 5 45 0.18510:00 - 11:00

5 45 0.097 5 45 0.164 5 45 0.26111:00 - 12:00

5 45 0.111 5 45 0.128 5 45 0.23912:00 - 13:00

5 45 0.137 5 45 0.097 5 45 0.23413:00 - 14:00

5 45 0.071 5 45 0.084 5 45 0.15514:00 - 15:00

5 45 0.080 5 45 0.080 5 45 0.16015:00 - 16:00

5 45 0.177 5 45 0.075 5 45 0.25216:00 - 17:00

5 45 0.075 5 45 0.115 5 45 0.19017:00 - 18:00

5 45 0.071 5 45 0.062 5 45 0.13318:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.102 1.106 2.208






the table.







Parameter summary













Page 28



MULTI-MODAL PEDESTRIANS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.027 5 45 0.053 5 45 0.08007:00 - 08:00

5 45 0.044 5 45 0.049 5 45 0.09308:00 - 09:00

5 45 0.062 5 45 0.084 5 45 0.14609:00 - 10:00

5 45 0.062 5 45 0.111 5 45 0.17310:00 - 11:00

5 45 0.106 5 45 0.066 5 45 0.17211:00 - 12:00

5 45 0.053 5 45 0.080 5 45 0.13312:00 - 13:00

5 45 0.124 5 45 0.058 5 45 0.18213:00 - 14:00

5 45 0.062 5 45 0.053 5 45 0.11514:00 - 15:00

5 45 0.044 5 45 0.044 5 45 0.08815:00 - 16:00

5 45 0.035 5 45 0.013 5 45 0.04816:00 - 17:00

5 45 0.049 5 45 0.062 5 45 0.11117:00 - 18:00

5 45 0.013 5 45 0.018 5 45 0.03118:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.681 0.691 1.372






the table.







Parameter summary













Page 32



MULTI-MODAL BUS/TRAM PASSENGERS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.000 5 45 0.013 5 45 0.01307:00 - 08:00

5 45 0.004 5 45 0.013 5 45 0.01708:00 - 09:00

5 45 0.009 5 45 0.022 5 45 0.03109:00 - 10:00

5 45 0.000 5 45 0.013 5 45 0.01310:00 - 11:00

5 45 0.004 5 45 0.027 5 45 0.03111:00 - 12:00

5 45 0.004 5 45 0.004 5 45 0.00812:00 - 13:00

5 45 0.004 5 45 0.004 5 45 0.00813:00 - 14:00

5 45 0.009 5 45 0.009 5 45 0.01814:00 - 15:00

5 45 0.013 5 45 0.004 5 45 0.01715:00 - 16:00

5 45 0.009 5 45 0.000 5 45 0.00916:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.018 5 45 0.01818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.056 0.127 0.183






the table.







Parameter summary













Page 36



MULTI-MODAL TOTAL RAIL PASSENGERS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.000 5 45 0.000 5 45 0.00007:00 - 08:00

5 45 0.000 5 45 0.004 5 45 0.00408:00 - 09:00

5 45 0.000 5 45 0.004 5 45 0.00409:00 - 10:00

5 45 0.000 5 45 0.000 5 45 0.00010:00 - 11:00

5 45 0.000 5 45 0.000 5 45 0.00011:00 - 12:00

5 45 0.000 5 45 0.000 5 45 0.00012:00 - 13:00

5 45 0.000 5 45 0.000 5 45 0.00013:00 - 14:00

5 45 0.000 5 45 0.000 5 45 0.00014:00 - 15:00

5 45 0.000 5 45 0.000 5 45 0.00015:00 - 16:00

5 45 0.000 5 45 0.000 5 45 0.00016:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.018 5 45 0.01818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.000 0.026 0.026






the table.







Parameter summary













Page 40



MULTI-MODAL COACH PASSENGERS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.000 5 45 0.000 5 45 0.00007:00 - 08:00

5 45 0.000 5 45 0.000 5 45 0.00008:00 - 09:00

5 45 0.000 5 45 0.000 5 45 0.00009:00 - 10:00

5 45 0.000 5 45 0.000 5 45 0.00010:00 - 11:00

5 45 0.000 5 45 0.000 5 45 0.00011:00 - 12:00

5 45 0.027 5 45 0.027 5 45 0.05412:00 - 13:00

5 45 0.000 5 45 0.000 5 45 0.00013:00 - 14:00

5 45 0.000 5 45 0.000 5 45 0.00014:00 - 15:00

5 45 0.000 5 45 0.000 5 45 0.00015:00 - 16:00

5 45 0.053 5 45 0.053 5 45 0.10616:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.000 5 45 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: 0.080 0.080 0.160






the table.







Parameter summary













Page 44



MULTI-MODAL PUBLIC TRANSPORT USERS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.000 5 45 0.013 5 45 0.01307:00 - 08:00

5 45 0.004 5 45 0.018 5 45 0.02208:00 - 09:00

5 45 0.009 5 45 0.027 5 45 0.03609:00 - 10:00

5 45 0.000 5 45 0.013 5 45 0.01310:00 - 11:00

5 45 0.004 5 45 0.027 5 45 0.03111:00 - 12:00

5 45 0.031 5 45 0.031 5 45 0.06212:00 - 13:00

5 45 0.004 5 45 0.004 5 45 0.00813:00 - 14:00

5 45 0.009 5 45 0.009 5 45 0.01814:00 - 15:00

5 45 0.013 5 45 0.004 5 45 0.01715:00 - 16:00

5 45 0.062 5 45 0.053 5 45 0.11516:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.035 5 45 0.03518:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.136 0.234 0.370






the table.







Parameter summary













Page 48



MULTI-MODAL TOTAL PEOPLE






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.062 5 45 0.128 5 45 0.19007:00 - 08:00

5 45 0.119 5 45 0.137 5 45 0.25608:00 - 09:00

5 45 0.164 5 45 0.186 5 45 0.35009:00 - 10:00

5 45 0.150 5 45 0.221 5 45 0.37110:00 - 11:00

5 45 0.212 5 45 0.261 5 45 0.47311:00 - 12:00

5 45 0.195 5 45 0.239 5 45 0.43412:00 - 13:00

5 45 0.270 5 45 0.159 5 45 0.42913:00 - 14:00

5 45 0.142 5 45 0.150 5 45 0.29214:00 - 15:00

5 45 0.137 5 45 0.128 5 45 0.26515:00 - 16:00

5 45 0.274 5 45 0.142 5 45 0.41616:00 - 17:00

5 45 0.124 5 45 0.177 5 45 0.30117:00 - 18:00

5 45 0.084 5 45 0.115 5 45 0.19918:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.933 2.043 3.976






the table.







Parameter summary












TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15

Page 1




Land Use : 01 - RETAIL

Category : I - SHOPPING CENTRE - LOCAL SHOPS



02 SOUTH EAST

HC HAMPSHIRE 1 days

03 SOUTH WEST

GS GLOUCESTERSHIRE 1 days

06 WEST MIDLANDS

WM WEST MIDLANDS 2 days

08 NORTH WEST

CH CHESHIRE 2 days

09 NORTH

TV TEES VALLEY 2 days


10 WALES

CF CARDIFF 1 days





Parameter: Gross floor area

Actual Range: 260 to 1840 (units: sqm)

Range Selected by User: 240 to 2500 (units: sqm)



Date Range: 01/01/07 to 24/10/13




Monday 3 days

Tuesday 3 days

Wednesday 1 days

Thursday 2 days

Friday 1 days



Manual count 10 days





Selected Locations:


Edge of Town 2




Not Known.


Commercial Zone 1

Residential Zone 8

No Sub Category 1


Page 2






Use Class:

A 1 9 days




5,001 to 10,000 1 days

10,001 to 15,000 1 days

15,001 to 20,000 3 days

20,001 to 25,000 1 days

25,001 to 50,000 4 days



75,001 to 100,000 1 days

100,001 to 125,000 2 days

125,001 to 250,000 3 days

250,001 to 500,000 4 days



0.6 to 1.0 3 days

1.1 to 1.5 7 days



Petrol filling station:

Included in the survey count 0 days

Excluded from count or no filling station 10 days

This data displays the number of surveys within the selected set that include petrol filling station activity, and the number

of surveys that do not.

Travel Plan:

No 10 days




Page 3



1 CF-01-I-01 LOCAL SHOPS CARDIFF

MICHAELSTON ROAD

CARDIFF

Edge of Town

No Sub Category

Total Gross floor area: 5 0 0 sqm


2 CH-01-I-02 LOCAL SHOPS CHESHIRE

CHRISTLETON ROAD

BOUGHTON HEATH

CHESTER


Residential Zone




MILL LANE

BACHE

CHESTER


Residential Zone



4 GS-01-I-01 LOCAL SHOPS GLOUCESTERSHIRE

SALISBURY AVENUE

WARDEN HILL

CHELTENHAM


Residential Zone



5 HC-01-I-02 LOCAL SHOPS HAMPSHIRE

OLIVER'S BATTERY ROAD S.

OLIVERS BATTERY

WINCHESTER


Residential Zone

Total Gross floor area: 1 6 0 5 sqm


6 TV-01-I-03 LOCAL SHOPS TEES VALLEY

ACKLAM ROAD

ACKLAM

MIDDLESBROUGH


Residential Zone




CARGO FLEET LANE

ORMESBY

MIDDLESBROUGH


Residential Zone




Page 4


LIST OF SITES relevant to selection parameters (Cont.)

8 TW-01-I-02 LOCAL SHOPS TYNE & WEAR

DURHAM ROAD

BARNES PARK

SUNDERLAND


Residential Zone



9 WM-01-I-01 LOCAL SHOPS WEST MIDLANDS

HOLYHEAD ROAD

COVENTRY


Residential Zone




MARSHALL LAKE ROAD

SHIRLEY

SOLIHULL

Edge of Town

Commercial Zone






MANUALLY DESELECTED SITES

Site Ref Reason for Deselection

EB-01-I-01 Development units not comparable

EX-01-I-01 Development units not comparable

LE-01-I-01 Development units not comparable

NR-01-I-01 Development units not comparable

NY-01-I-01 Development units not comparable

SH-01-I-02 Development units not comparable


Page 5


TRIP RATE for Land Use 01 - RETAIL/I - SHOPPING CENTRE - LOCAL SHOPS


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

1 540 6.667 1 540 5.926 1 540 12.59306:00 - 07:00

10 829 6.735 10 829 5.347 10 829 12.08207:00 - 08:00

10 829 13.784 10 829 13.482 10 829 27.26608:00 - 09:00

10 829 12.275 10 829 10.682 10 829 22.95709:00 - 10:00

10 829 12.203 10 829 11.044 10 829 23.24710:00 - 11:00

10 829 12.686 10 829 12.384 10 829 25.07011:00 - 12:00

10 829 14.339 10 829 14.062 10 829 28.40112:00 - 13:00

10 829 11.961 10 829 12.456 10 829 24.41713:00 - 14:00

10 829 11.660 10 829 11.841 10 829 23.50114:00 - 15:00

10 829 16.584 10 829 17.562 10 829 34.14615:00 - 16:00

10 829 12.203 10 829 12.142 10 829 24.34516:00 - 17:00

10 829 10.706 10 829 12.022 10 829 22.72817:00 - 18:00

10 829 11.696 10 829 12.625 10 829 24.32118:00 - 19:00

8 958 9.060 8 958 9.321 8 958 18.38119:00 - 20:00

7 865 7.250 7 865 8.059 7 865 15.30920:00 - 21:00

4 873 8.940 4 873 9.083 4 873 18.02321:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 178.749 178.038 356.787






the table.







Parameter summary

Trip rate parameter range selected: 260 - 1840 (units: sqm)












Page 1





Category : A - HOUSES PRIVATELY OWNED



02 SOUTH EAST

EX ESSEX 1 days

SC SURREY 1 days

WS WEST SUSSEX 1 days

03 SOUTH WEST

CW CORNWALL 1 days

04 EAST ANGLIA

NF NORFOLK 1 days

SF SUFFOLK 2 days

05 EAST MIDLANDS

LN LINCOLNSHIRE 2 days

06 WEST MIDLANDS

SH SHROPSHIRE 2 days


07 YORKSHIRE & NORTH LINCOLNSHIRE

NE NORTH EAST LINCOLNSHIRE 2 days

NY NORTH YORKSHIRE 3 days

SY SOUTH YORKSHIRE 1 days

08 NORTH WEST

CH CHESHIRE 1 days

09 NORTH

CB CUMBRIA 1 days

10 WALES

CF CARDIFF 1 days

11 SCOTLAND

AD ABERDEEN CITY 1 days

FA FALKIRK 1 days

FI FIFE 1 days

HI HIGHLAND 1 days

SR STIRLING 1 days



Page 2










Date Range: 01/01/07 to 11/12/14




Monday 7 days

Tuesday 6 days

Wednesday 3 days

Thursday 5 days

Friday 5 days








Selected Locations:



Edge of Town 12



Not Known.


Residential Zone 21

No Sub Category 5





Use Class:

C 3 26 days




Page 3


Filtering Stage 3 selection (Cont.):


1,001 to 5,000 3 days

5,001 to 10,000 5 days

10,001 to 15,000 4 days

15,001 to 20,000 9 days

20,001 to 25,000 5 days



5,001 to 25,000 2 days

25,001 to 50,000 3 days

50,001 to 75,000 3 days

75,001 to 100,000 5 days

100,001 to 125,000 5 days

125,001 to 250,000 6 days

250,001 to 500,000 2 days



0.6 to 1.0 6 days

1.1 to 1.5 20 days



Travel Plan:

Yes 1 days

No 25 days




Page 4



1 AD-03-A-01 SEMI-DETACHED ABERDEEN CITY

SPRINGFIELD ROAD

ABERDEEN


Residential Zone



2 CB-03-A-04 SEMI DETACHED CUMBRIA

MOORCLOSE ROAD

SALTERBACK

WORKINGTON

Edge of Town

No Sub Category



3 CF-03-A-02 MIXED HOUSES CARDIFF

DROPE ROAD

CARDIFF

Edge of Town

Residential Zone

Total Number of dwellings: 1 9 6


4 CH-03-A-06 SEMI-DET./BUNGALOWS CHESHIRE

CREWE ROAD

CREWE


No Sub Category



5 CW-03-A-02 SEMI D./DETATCHED CORNWALL

BOSVEAN GARDENS

TRURO


Residential Zone



6 EX-03-A-01 SEMI-DET. ESSEX

MILTON ROAD

CORRINGHAM

STANFORD-LE-HOPE

Edge of Town

Residential Zone



7 FA-03-A-02 MIXED HOUSES FALKIRK

ROSEBANK AVENUE & SPRINGFIELD DRIVE

FALKIRK


Residential Zone




Page 5



8 FI-03-A-03 MIXED HOUSES FIFE

WOODMILL ROAD

DUNFERMLINE

Edge of Town

Residential Zone



9 HI-03-A-14 SEMI-DETACHED HIGHLAND

CALEDONIAN ROAD

DALNEIGH

INVERNESS


Residential Zone



10 LN-03-A-01 MIXED HOUSES LINCOLNSHIRE

BRANT ROAD

BRACEBRIDGE

LINCOLN

Edge of Town

Residential Zone




HYKEHAM ROAD

LINCOLN


Residential Zone



12 NE-03-A-02 SEMI DETACHED & DETACHED NORTH EAST LINCOLNSHIRE

HANOVER WALK

SCUNTHORPE

Edge of Town

No Sub Category



13 NE-03-A-03 PRIVATE HOUSES NORTH EAST LINCOLNSHIRE

STATION ROAD

SCUNTHORPE

Edge of Town Centre

Residential Zone



14 NF-03-A-02 HOUSES & FLATS NORFOLK

DEREHAM ROAD

NORWICH


Residential Zone




Page 6



15 NY-03-A-06 BUNGALOWS & SEMI DET. NORTH YORKSHIRE

HORSEFAIR

BOROUGHBRIDGE


Residential Zone



16 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE

GRAMMAR SCHOOL LANE

NORTHALLERTON


Residential Zone



17 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE

BOROUGHBRIDGE ROAD

RIPON

Edge of Town

No Sub Category



18 SC-03-A-04 DETACHED & TERRACED SURREY

HIGH ROAD

BYFLEET

Edge of Town

Residential Zone



19 SF-03-A-01 SEMI DETACHED SUFFOLK

A1156 FELIXSTOWE ROAD

RACECOURSE

IPSWICH


Residential Zone



20 SF-03-A-02 SEMI DET./TERRACED SUFFOLK

STOKE PARK DRIVE

MAIDENHALL

IPSWICH

Edge of Town

Residential Zone



21 SH-03-A-04 TERRACED SHROPSHIRE

ST MICHAEL'S STREET

SHREWSBURY


No Sub Category




Page 7



22 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE

SANDCROFT

SUTTON HILL

TELFORD

Edge of Town

Residential Zone



23 SR-03-A-01 DETACHED STIRLING

BENVIEW

STIRLING


Residential Zone



24 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE

A19 BENTLEY ROAD

BENTLEY RISE

DONCASTER


Residential Zone



25 WM-03-A-03 MIXED HOUSING WEST MIDLANDS

BASELEY WAY

ROWLEYS GREEN

COVENTRY

Edge of Town

Residential Zone



26 WS-03-A-04 MIXED HOUSES WEST SUSSEX

HILLS FARM LANE

BROADBRIDGE HEATH

HORSHAM

Edge of Town

Residential Zone







Page 8


TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED







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

26 131 0.072 26 131 0.267 26 131 0.33907:00 - 08:00

26 131 0.146 26 131 0.391 26 131 0.53708:00 - 09:00

26 131 0.154 26 131 0.192 26 131 0.34609:00 - 10:00

26 131 0.137 26 131 0.172 26 131 0.30910:00 - 11:00

26 131 0.160 26 131 0.154 26 131 0.31411:00 - 12:00

26 131 0.180 26 131 0.162 26 131 0.34212:00 - 13:00

26 131 0.169 26 131 0.172 26 131 0.34113:00 - 14:00

26 131 0.171 26 131 0.180 26 131 0.35114:00 - 15:00

26 131 0.274 26 131 0.201 26 131 0.47515:00 - 16:00

26 131 0.302 26 131 0.186 26 131 0.48816:00 - 17:00

26 131 0.345 26 131 0.211 26 131 0.55617:00 - 18:00

26 131 0.246 26 131 0.190 26 131 0.43618:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.356 2.478 4.834






the table.







Parameter summary













Page 12



MULTI-MODAL TAXIS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

26 131 0.004 26 131 0.004 26 131 0.00807:00 - 08:00

26 131 0.002 26 131 0.003 26 131 0.00508:00 - 09:00

26 131 0.003 26 131 0.003 26 131 0.00609:00 - 10:00

26 131 0.003 26 131 0.003 26 131 0.00610:00 - 11:00

26 131 0.002 26 131 0.003 26 131 0.00511:00 - 12:00

26 131 0.003 26 131 0.004 26 131 0.00712:00 - 13:00

26 131 0.003 26 131 0.002 26 131 0.00513:00 - 14:00

26 131 0.004 26 131 0.003 26 131 0.00714:00 - 15:00

26 131 0.004 26 131 0.004 26 131 0.00815:00 - 16:00

26 131 0.003 26 131 0.003 26 131 0.00616:00 - 17:00

26 131 0.003 26 131 0.002 26 131 0.00517:00 - 18:00

26 131 0.003 26 131 0.003 26 131 0.00618:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.037 0.037 0.074






the table.







Parameter summary













Page 16



MULTI-MODAL OGVS






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

26 131 0.002 26 131 0.001 26 131 0.00307:00 - 08:00

26 131 0.002 26 131 0.003 26 131 0.00508:00 - 09:00

26 131 0.002 26 131 0.001 26 131 0.00309:00 - 10:00

26 131 0.002 26 131 0.003 26 131 0.00510:00 - 11:00

26 131 0.002 26 131 0.002 26 131 0.00411:00 - 12:00

26 131 0.003 26 131 0.003 26 131 0.00612:00 - 13:00

26 131 0.002 26 131 0.003 26 131 0.00513:00 - 14:00

26 131 0.001 26 131 0.002 26 131 0.00314:00 - 15:00

26 131 0.001 26 131 0.001 26 131 0.00215:00 - 16:00

26 131 0.002 26 131 0.001 26 131 0.00316:00 - 17:00

26 131 0.000 26 131 0.001 26 131 0.00117:00 - 18:00

26 131 0.000 26 131 0.000 26 131 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: 0.019 0.021 0.040






the table.







Parameter summary













Page 20



MULTI-MODAL PSVS






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

26 131 0.000 26 131 0.000 26 131 0.00007:00 - 08:00

26 131 0.001 26 131 0.001 26 131 0.00208:00 - 09:00

26 131 0.000 26 131 0.000 26 131 0.00009:00 - 10:00

26 131 0.000 26 131 0.000 26 131 0.00010:00 - 11:00

26 131 0.001 26 131 0.001 26 131 0.00211:00 - 12:00

26 131 0.000 26 131 0.000 26 131 0.00012:00 - 13:00

26 131 0.000 26 131 0.000 26 131 0.00013:00 - 14:00

26 131 0.000 26 131 0.000 26 131 0.00014:00 - 15:00

26 131 0.000 26 131 0.000 26 131 0.00015:00 - 16:00

26 131 0.000 26 131 0.000 26 131 0.00016:00 - 17:00

26 131 0.000 26 131 0.000 26 131 0.00017:00 - 18:00

26 131 0.000 26 131 0.000 26 131 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: 0.002 0.002 0.004






the table.







Parameter summary













Page 24









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

26 131 0.006 26 131 0.013 26 131 0.01907:00 - 08:00

26 131 0.004 26 131 0.020 26 131 0.02408:00 - 09:00

26 131 0.004 26 131 0.004 26 131 0.00809:00 - 10:00

26 131 0.003 26 131 0.006 26 131 0.00910:00 - 11:00

26 131 0.004 26 131 0.003 26 131 0.00711:00 - 12:00

26 131 0.005 26 131 0.006 26 131 0.01112:00 - 13:00

26 131 0.005 26 131 0.004 26 131 0.00913:00 - 14:00

26 131 0.006 26 131 0.005 26 131 0.01114:00 - 15:00

26 131 0.018 26 131 0.011 26 131 0.02915:00 - 16:00

26 131 0.015 26 131 0.012 26 131 0.02716:00 - 17:00

26 131 0.016 26 131 0.010 26 131 0.02617:00 - 18:00

26 131 0.012 26 131 0.006 26 131 0.01818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.098 0.100 0.198






the table.







Parameter summary













Page 28









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

26 131 0.084 26 131 0.325 26 131 0.40907:00 - 08:00

26 131 0.179 26 131 0.585 26 131 0.76408:00 - 09:00

26 131 0.187 26 131 0.255 26 131 0.44209:00 - 10:00

26 131 0.172 26 131 0.221 26 131 0.39310:00 - 11:00

26 131 0.202 26 131 0.200 26 131 0.40211:00 - 12:00

26 131 0.230 26 131 0.208 26 131 0.43812:00 - 13:00

26 131 0.217 26 131 0.226 26 131 0.44313:00 - 14:00

26 131 0.218 26 131 0.235 26 131 0.45314:00 - 15:00

26 131 0.423 26 131 0.270 26 131 0.69315:00 - 16:00

26 131 0.424 26 131 0.260 26 131 0.68416:00 - 17:00

26 131 0.460 26 131 0.288 26 131 0.74817:00 - 18:00

26 131 0.328 26 131 0.272 26 131 0.60018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 3.124 3.345 6.469






the table.







Parameter summary













Page 32









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

26 131 0.028 26 131 0.064 26 131 0.09207:00 - 08:00

26 131 0.039 26 131 0.153 26 131 0.19208:00 - 09:00

26 131 0.047 26 131 0.058 26 131 0.10509:00 - 10:00

26 131 0.041 26 131 0.044 26 131 0.08510:00 - 11:00

26 131 0.036 26 131 0.041 26 131 0.07711:00 - 12:00

26 131 0.036 26 131 0.032 26 131 0.06812:00 - 13:00

26 131 0.031 26 131 0.043 26 131 0.07413:00 - 14:00

26 131 0.051 26 131 0.052 26 131 0.10314:00 - 15:00

26 131 0.146 26 131 0.075 26 131 0.22115:00 - 16:00

26 131 0.091 26 131 0.054 26 131 0.14516:00 - 17:00

26 131 0.075 26 131 0.054 26 131 0.12917:00 - 18:00

26 131 0.065 26 131 0.052 26 131 0.11718:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.686 0.722 1.408






the table.







Parameter summary













Page 36









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

26 131 0.001 26 131 0.008 26 131 0.00907:00 - 08:00

26 131 0.002 26 131 0.012 26 131 0.01408:00 - 09:00

26 131 0.002 26 131 0.008 26 131 0.01009:00 - 10:00

26 131 0.003 26 131 0.005 26 131 0.00810:00 - 11:00

26 131 0.004 26 131 0.006 26 131 0.01011:00 - 12:00

26 131 0.006 26 131 0.009 26 131 0.01512:00 - 13:00

26 131 0.006 26 131 0.004 26 131 0.01013:00 - 14:00

26 131 0.005 26 131 0.003 26 131 0.00814:00 - 15:00

26 131 0.006 26 131 0.005 26 131 0.01115:00 - 16:00

26 131 0.009 26 131 0.003 26 131 0.01216:00 - 17:00

26 131 0.015 26 131 0.006 26 131 0.02117:00 - 18:00

26 131 0.006 26 131 0.000 26 131 0.00618:00 - 19:00

1 73 0.000 1 73 0.000 1 73 0.00019:00 - 20:00

1 73 0.000 1 73 0.000 1 73 0.00020:00 - 21:00

1 73 0.000 1 73 0.000 1 73 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.065 0.069 0.134






the table.







Parameter summary













Page 40









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

26 131 0.000 26 131 0.001 26 131 0.00107:00 - 08:00

26 131 0.000 26 131 0.001 26 131 0.00108:00 - 09:00

26 131 0.000 26 131 0.001 26 131 0.00109:00 - 10:00

26 131 0.000 26 131 0.000 26 131 0.00010:00 - 11:00

26 131 0.000 26 131 0.000 26 131 0.00011:00 - 12:00

26 131 0.000 26 131 0.000 26 131 0.00012:00 - 13:00

26 131 0.000 26 131 0.000 26 131 0.00013:00 - 14:00

26 131 0.000 26 131 0.000 26 131 0.00014:00 - 15:00

26 131 0.000 26 131 0.001 26 131 0.00115:00 - 16:00

26 131 0.000 26 131 0.000 26 131 0.00016:00 - 17:00

26 131 0.001 26 131 0.000 26 131 0.00117:00 - 18:00

26 131 0.001 26 131 0.000 26 131 0.00118:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.002 0.004 0.006






the table.







Parameter summary













Page 44









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

26 131 0.000 26 131 0.000 26 131 0.00007:00 - 08:00

26 131 0.000 26 131 0.002 26 131 0.00208:00 - 09:00

26 131 0.000 26 131 0.000 26 131 0.00009:00 - 10:00

26 131 0.000 26 131 0.000 26 131 0.00010:00 - 11:00

26 131 0.001 26 131 0.000 26 131 0.00111:00 - 12:00

26 131 0.000 26 131 0.000 26 131 0.00012:00 - 13:00

26 131 0.000 26 131 0.000 26 131 0.00013:00 - 14:00

26 131 0.000 26 131 0.000 26 131 0.00014:00 - 15:00

26 131 0.000 26 131 0.000 26 131 0.00015:00 - 16:00

26 131 0.000 26 131 0.000 26 131 0.00016:00 - 17:00

26 131 0.000 26 131 0.000 26 131 0.00017:00 - 18:00

26 131 0.001 26 131 0.000 26 131 0.00118:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.002 0.002 0.004






the table.







Parameter summary













Page 48









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

26 131 0.001 26 131 0.009 26 131 0.01007:00 - 08:00

26 131 0.002 26 131 0.016 26 131 0.01808:00 - 09:00

26 131 0.002 26 131 0.008 26 131 0.01009:00 - 10:00

26 131 0.003 26 131 0.005 26 131 0.00810:00 - 11:00

26 131 0.005 26 131 0.006 26 131 0.01111:00 - 12:00

26 131 0.006 26 131 0.009 26 131 0.01512:00 - 13:00

26 131 0.006 26 131 0.004 26 131 0.01013:00 - 14:00

26 131 0.005 26 131 0.003 26 131 0.00814:00 - 15:00

26 131 0.006 26 131 0.006 26 131 0.01215:00 - 16:00

26 131 0.009 26 131 0.003 26 131 0.01216:00 - 17:00

26 131 0.016 26 131 0.006 26 131 0.02217:00 - 18:00

26 131 0.008 26 131 0.000 26 131 0.00818:00 - 19:00

1 73 0.000 1 73 0.000 1 73 0.00019:00 - 20:00

1 73 0.000 1 73 0.000 1 73 0.00020:00 - 21:00

1 73 0.000 1 73 0.000 1 73 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.069 0.075 0.144






the table.







Parameter summary













Page 52









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

26 131 0.118 26 131 0.412 26 131 0.53007:00 - 08:00

26 131 0.225 26 131 0.774 26 131 0.99908:00 - 09:00

26 131 0.239 26 131 0.326 26 131 0.56509:00 - 10:00

26 131 0.219 26 131 0.276 26 131 0.49510:00 - 11:00

26 131 0.247 26 131 0.251 26 131 0.49811:00 - 12:00

26 131 0.277 26 131 0.255 26 131 0.53212:00 - 13:00

26 131 0.259 26 131 0.277 26 131 0.53613:00 - 14:00

26 131 0.281 26 131 0.295 26 131 0.57614:00 - 15:00

26 131 0.593 26 131 0.361 26 131 0.95415:00 - 16:00

26 131 0.539 26 131 0.328 26 131 0.86716:00 - 17:00

26 131 0.567 26 131 0.357 26 131 0.92417:00 - 18:00

26 131 0.413 26 131 0.331 26 131 0.74418:00 - 19:00

1 73 0.000 1 73 0.000 1 73 0.00019:00 - 20:00

1 73 0.000 1 73 0.000 1 73 0.00020:00 - 21:00

1 73 0.000 1 73 0.000 1 73 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 3.977 4.243 8.220






the table.







Parameter summary













Page 1





Category : C - FLATS PRIVATELY OWNED



02 SOUTH EAST

EX ESSEX 1 days

HF HERTFORDSHIRE 1 days

SC SURREY 2 days

03 SOUTH WEST

BR BRISTOL CITY 1 days

04 EAST ANGLIA


06 WEST MIDLANDS

ST STAFFORDSHIRE 1 days



RI EAST RIDING OF YORKSHIRE 1 days

08 NORTH WEST

CH CHESHIRE 1 days

09 NORTH


10 WALES

FS FLINTSHIRE 1 days










Date Range: 01/01/07 to 13/05/14




Monday 4 days

Tuesday 3 days

Wednesday 4 days

Friday 2 days








Selected Locations:



Edge of Town 1



Not Known.


Residential Zone 7

Built-Up Zone 2

No Sub Category 4


Page 2






Use Class:

C 3 13 days




10,001 to 15,000 4 days

15,001 to 20,000 1 days

20,001 to 25,000 2 days

25,001 to 50,000 6 days



50,001 to 75,000 2 days

125,001 to 250,000 5 days

250,001 to 500,000 6 days



0.6 to 1.0 2 days

1.1 to 1.5 11 days



Travel Plan:

No 13 days




Page 3



1 BR-03-C-01 FLATS & TERRACED BRISTOL CITY

CLARENCE ROAD

BRISTOL


Residential Zone



2 CA-03-C-02 BLOCK OF FLATS CAMBRIDGESHIRE

WESTFIELD ROAD

NETHERTON

PETERBOROUGH


No Sub Category



3 CH-03-C-01 BLOCKS OF FLATS CHESHIRE

NEW CRANE STREET

CHESTER

Edge of Town Centre

Residential Zone



4 EX-03-C-02 BLOCK OF FLATS ESSEX

WESTCLIFF PARADE

W E S T C L I F F

SOUTHEND-ON-SEA

Edge of Town Centre

Residential Zone



5 FS-03-C-01 BLOCK OF FLATS FLINTSHIRE

WREXHAM STREET

MOLD

Edge of Town Centre

Built-Up Zone



6 HF-03-C-02 FLATS HERTFORDSHIRE

BRIDGE ROAD EAST

WELWYN GARDEN CITY


No Sub Category



7 RI-03-C-01 FLATS EAST RIDING OF YORKSHIRE

465 PRIORY ROAD

HULL

Edge of Town

Residential Zone




Page 4



8 SC-03-C-01 FLATS SURREY

HEATHCOTE ROAD

CAMBERLEY

Edge of Town Centre

Residential Zone




CONSTITUTION HILL

WOKING


Built-Up Zone



10 ST-03-C-01 BLOCKS OF FLATS STAFFORDSHIRE

ETRURIA COURT

HUMBERT ROAD

STOKE-ON-TRENT


No Sub Category



11 TV-03-C-01 APARTMENTS BLOCKS TEES VALLEY

OXFORD ROAD

LINTHORPE

MIDDLESBROUGH


Residential Zone



12 TV-03-C-02 FLATS TEES VALLEY

ACKLAM ROAD

LINTHORPE

MIDDLESBROUGH


Residential Zone



13 WM-03-C-03 FLATS WEST MIDLANDS

LODE LANE

SOLIHULL

Edge of Town Centre

No Sub Category








DB-03-C-01 Too few units

DC-03-C-01 Too few units

DC-03-C-02 too few units

DS-03-C-01 too few units

EX-03-C-01 too few units

HC-03-C-02 too few units

NR-03-C-01 too few units

OX-03-C-01 too few units


Page 5


TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED







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

13 67 0.027 13 67 0.147 13 67 0.17407:00 - 08:00

13 67 0.073 13 67 0.256 13 67 0.32908:00 - 09:00

13 67 0.071 13 67 0.097 13 67 0.16809:00 - 10:00

13 67 0.088 13 67 0.095 13 67 0.18310:00 - 11:00

13 67 0.073 13 67 0.081 13 67 0.15411:00 - 12:00

13 67 0.094 13 67 0.103 13 67 0.19712:00 - 13:00

13 67 0.110 13 67 0.111 13 67 0.22113:00 - 14:00

13 67 0.099 13 67 0.104 13 67 0.20314:00 - 15:00

13 67 0.119 13 67 0.091 13 67 0.21015:00 - 16:00

13 67 0.135 13 67 0.096 13 67 0.23116:00 - 17:00

13 67 0.239 13 67 0.118 13 67 0.35717:00 - 18:00

13 67 0.179 13 67 0.104 13 67 0.28318:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.307 1.403 2.710






the table.







Parameter summary













Page 9



MULTI-MODAL TAXIS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

13 67 0.005 13 67 0.005 13 67 0.01007:00 - 08:00

13 67 0.003 13 67 0.003 13 67 0.00608:00 - 09:00

13 67 0.002 13 67 0.002 13 67 0.00409:00 - 10:00

13 67 0.002 13 67 0.002 13 67 0.00410:00 - 11:00

13 67 0.002 13 67 0.002 13 67 0.00411:00 - 12:00

13 67 0.002 13 67 0.002 13 67 0.00412:00 - 13:00

13 67 0.002 13 67 0.002 13 67 0.00413:00 - 14:00

13 67 0.006 13 67 0.005 13 67 0.01114:00 - 15:00

13 67 0.000 13 67 0.001 13 67 0.00115:00 - 16:00

13 67 0.001 13 67 0.002 13 67 0.00316:00 - 17:00

13 67 0.005 13 67 0.005 13 67 0.01017:00 - 18:00

13 67 0.005 13 67 0.005 13 67 0.01018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.035 0.036 0.071






the table.







Parameter summary













Page 13



MULTI-MODAL OGVS






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

13 67 0.000 13 67 0.000 13 67 0.00007:00 - 08:00

13 67 0.001 13 67 0.001 13 67 0.00208:00 - 09:00

13 67 0.000 13 67 0.000 13 67 0.00009:00 - 10:00

13 67 0.001 13 67 0.001 13 67 0.00210:00 - 11:00

13 67 0.005 13 67 0.003 13 67 0.00811:00 - 12:00

13 67 0.001 13 67 0.002 13 67 0.00312:00 - 13:00

13 67 0.001 13 67 0.001 13 67 0.00213:00 - 14:00

13 67 0.002 13 67 0.000 13 67 0.00214:00 - 15:00

13 67 0.001 13 67 0.002 13 67 0.00315:00 - 16:00

13 67 0.002 13 67 0.002 13 67 0.00416:00 - 17:00

13 67 0.000 13 67 0.000 13 67 0.00017:00 - 18:00

13 67 0.001 13 67 0.000 13 67 0.00118:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.015 0.012 0.027






the table.







Parameter summary













Page 17



MULTI-MODAL PSVS






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

13 67 0.000 13 67 0.000 13 67 0.00007:00 - 08:00

13 67 0.000 13 67 0.000 13 67 0.00008:00 - 09:00

13 67 0.000 13 67 0.000 13 67 0.00009:00 - 10:00

13 67 0.000 13 67 0.000 13 67 0.00010:00 - 11:00

13 67 0.000 13 67 0.000 13 67 0.00011:00 - 12:00

13 67 0.000 13 67 0.000 13 67 0.00012:00 - 13:00

13 67 0.000 13 67 0.000 13 67 0.00013:00 - 14:00

13 67 0.000 13 67 0.000 13 67 0.00014:00 - 15:00

13 67 0.000 13 67 0.000 13 67 0.00015:00 - 16:00

13 67 0.000 13 67 0.000 13 67 0.00016:00 - 17:00

13 67 0.000 13 67 0.000 13 67 0.00017:00 - 18:00

13 67 0.000 13 67 0.000 13 67 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: 0.000 0.000 0.000






the table.







Parameter summary













Page 21









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

13 67 0.002 13 67 0.007 13 67 0.00907:00 - 08:00

13 67 0.001 13 67 0.008 13 67 0.00908:00 - 09:00

13 67 0.001 13 67 0.003 13 67 0.00409:00 - 10:00

13 67 0.003 13 67 0.006 13 67 0.00910:00 - 11:00

13 67 0.003 13 67 0.007 13 67 0.01011:00 - 12:00

13 67 0.005 13 67 0.005 13 67 0.01012:00 - 13:00

13 67 0.006 13 67 0.006 13 67 0.01213:00 - 14:00

13 67 0.005 13 67 0.007 13 67 0.01214:00 - 15:00

13 67 0.007 13 67 0.005 13 67 0.01215:00 - 16:00

13 67 0.009 13 67 0.006 13 67 0.01516:00 - 17:00

13 67 0.006 13 67 0.002 13 67 0.00817:00 - 18:00

13 67 0.008 13 67 0.000 13 67 0.00818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.056 0.062 0.118






the table.







Parameter summary













Page 25









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

13 67 0.029 13 67 0.178 13 67 0.20707:00 - 08:00

13 67 0.078 13 67 0.323 13 67 0.40108:00 - 09:00

13 67 0.090 13 67 0.128 13 67 0.21809:00 - 10:00

13 67 0.120 13 67 0.125 13 67 0.24510:00 - 11:00

13 67 0.090 13 67 0.114 13 67 0.20411:00 - 12:00

13 67 0.120 13 67 0.135 13 67 0.25512:00 - 13:00

13 67 0.142 13 67 0.142 13 67 0.28413:00 - 14:00

13 67 0.117 13 67 0.134 13 67 0.25114:00 - 15:00

13 67 0.190 13 67 0.134 13 67 0.32415:00 - 16:00

13 67 0.175 13 67 0.123 13 67 0.29816:00 - 17:00

13 67 0.296 13 67 0.160 13 67 0.45617:00 - 18:00

13 67 0.222 13 67 0.138 13 67 0.36018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.669 1.834 3.503






the table.







Parameter summary













Page 29









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

13 67 0.018 13 67 0.064 13 67 0.08207:00 - 08:00

13 67 0.024 13 67 0.104 13 67 0.12808:00 - 09:00

13 67 0.027 13 67 0.050 13 67 0.07709:00 - 10:00

13 67 0.045 13 67 0.045 13 67 0.09010:00 - 11:00

13 67 0.033 13 67 0.063 13 67 0.09611:00 - 12:00

13 67 0.058 13 67 0.062 13 67 0.12012:00 - 13:00

13 67 0.047 13 67 0.039 13 67 0.08613:00 - 14:00

13 67 0.038 13 67 0.051 13 67 0.08914:00 - 15:00

13 67 0.074 13 67 0.037 13 67 0.11115:00 - 16:00

13 67 0.075 13 67 0.045 13 67 0.12016:00 - 17:00

13 67 0.102 13 67 0.047 13 67 0.14917:00 - 18:00

13 67 0.062 13 67 0.047 13 67 0.10918:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.603 0.654 1.257






the table.







Parameter summary













Page 33









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

13 67 0.001 13 67 0.010 13 67 0.01107:00 - 08:00

13 67 0.000 13 67 0.016 13 67 0.01608:00 - 09:00

13 67 0.000 13 67 0.002 13 67 0.00209:00 - 10:00

13 67 0.000 13 67 0.003 13 67 0.00310:00 - 11:00

13 67 0.000 13 67 0.002 13 67 0.00211:00 - 12:00

13 67 0.005 13 67 0.001 13 67 0.00612:00 - 13:00

13 67 0.001 13 67 0.002 13 67 0.00313:00 - 14:00

13 67 0.000 13 67 0.000 13 67 0.00014:00 - 15:00

13 67 0.008 13 67 0.001 13 67 0.00915:00 - 16:00

13 67 0.011 13 67 0.003 13 67 0.01416:00 - 17:00

13 67 0.011 13 67 0.000 13 67 0.01117:00 - 18:00

13 67 0.001 13 67 0.001 13 67 0.00218:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.038 0.041 0.079






the table.







Parameter summary













Page 37









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

13 67 0.000 13 67 0.017 13 67 0.01707:00 - 08:00

13 67 0.001 13 67 0.029 13 67 0.03008:00 - 09:00

13 67 0.000 13 67 0.005 13 67 0.00509:00 - 10:00

13 67 0.001 13 67 0.003 13 67 0.00410:00 - 11:00

13 67 0.000 13 67 0.001 13 67 0.00111:00 - 12:00

13 67 0.000 13 67 0.000 13 67 0.00012:00 - 13:00

13 67 0.000 13 67 0.003 13 67 0.00313:00 - 14:00

13 67 0.000 13 67 0.000 13 67 0.00014:00 - 15:00

13 67 0.002 13 67 0.000 13 67 0.00215:00 - 16:00

13 67 0.001 13 67 0.001 13 67 0.00216:00 - 17:00

13 67 0.003 13 67 0.000 13 67 0.00317:00 - 18:00

13 67 0.021 13 67 0.001 13 67 0.02218:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.029 0.060 0.089






the table.







Parameter summary













Page 41









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

13 67 0.000 13 67 0.000 13 67 0.00007:00 - 08:00

13 67 0.000 13 67 0.000 13 67 0.00008:00 - 09:00

13 67 0.000 13 67 0.000 13 67 0.00009:00 - 10:00

13 67 0.000 13 67 0.000 13 67 0.00010:00 - 11:00

13 67 0.000 13 67 0.000 13 67 0.00011:00 - 12:00

13 67 0.000 13 67 0.000 13 67 0.00012:00 - 13:00

13 67 0.000 13 67 0.000 13 67 0.00013:00 - 14:00

13 67 0.000 13 67 0.000 13 67 0.00014:00 - 15:00

13 67 0.000 13 67 0.000 13 67 0.00015:00 - 16:00

13 67 0.000 13 67 0.000 13 67 0.00016:00 - 17:00

13 67 0.000 13 67 0.000 13 67 0.00017:00 - 18:00

13 67 0.000 13 67 0.000 13 67 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: 0.000 0.000 0.000






the table.







Parameter summary













Page 45









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

13 67 0.001 13 67 0.027 13 67 0.02807:00 - 08:00

13 67 0.001 13 67 0.045 13 67 0.04608:00 - 09:00

13 67 0.000 13 67 0.007 13 67 0.00709:00 - 10:00

13 67 0.001 13 67 0.007 13 67 0.00810:00 - 11:00

13 67 0.000 13 67 0.003 13 67 0.00311:00 - 12:00

13 67 0.005 13 67 0.001 13 67 0.00612:00 - 13:00

13 67 0.001 13 67 0.006 13 67 0.00713:00 - 14:00

13 67 0.000 13 67 0.000 13 67 0.00014:00 - 15:00

13 67 0.010 13 67 0.001 13 67 0.01115:00 - 16:00

13 67 0.013 13 67 0.005 13 67 0.01816:00 - 17:00

13 67 0.015 13 67 0.000 13 67 0.01517:00 - 18:00

13 67 0.022 13 67 0.002 13 67 0.02418:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.069 0.104 0.173






the table.







Parameter summary













Page 49









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

13 67 0.050 13 67 0.277 13 67 0.32707:00 - 08:00

13 67 0.104 13 67 0.480 13 67 0.58408:00 - 09:00

13 67 0.119 13 67 0.189 13 67 0.30809:00 - 10:00

13 67 0.169 13 67 0.182 13 67 0.35110:00 - 11:00

13 67 0.127 13 67 0.187 13 67 0.31411:00 - 12:00

13 67 0.187 13 67 0.202 13 67 0.38912:00 - 13:00

13 67 0.195 13 67 0.192 13 67 0.38713:00 - 14:00

13 67 0.159 13 67 0.192 13 67 0.35114:00 - 15:00

13 67 0.281 13 67 0.176 13 67 0.45715:00 - 16:00

13 67 0.272 13 67 0.178 13 67 0.45016:00 - 17:00

13 67 0.418 13 67 0.209 13 67 0.62717:00 - 18:00

13 67 0.313 13 67 0.187 13 67 0.50018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.394 2.651 5.045






the table.







Parameter summary












Appendix B

8.3%

8%12%

12%

ArrivalsDepartures

80%

80%

80%

80%

11.8%

73% 7%

73% 5%5%

7%5%

2%5% 12%

Seafields Service Access

Dykelands RoadDykelands Road

Vehicle Flows (PCUs)

Proposed Public Car Park

Percentage Distribution - Residential

AM and PM Peak

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn

8%

8%29% 8%

17%

29% 17%

8%

29%

29%

29%

ArrivalsDepartures

29%

29%

29%

29%

29%

8%

29% 44% 8%

29% 44% 8%44%

8%44%

8% 8%

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn


Percentage Distribution - Retail

AM and PM Peak

Lo

wry

Ro

ad




2

812

3

Arrivals 27Departures 100

80

22

80

22

12

73 7

20 57

21

11 3


Dykelands Road


Dykelands Road


Development Flows - Residential

AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn

7

46

10


38

65

38

65

6

35 3

59 22

64

24 10


Dykelands Road


Dykelands Road


Development Flows - Residential

PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn

9

932 9

31 18

9

0 31

32

0 31


32

31

32

31

32

9

31 0 47 9

032 48 9

947

29 9

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn


Development Flows - Retail

AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad




7

825 8

14

28 0 16

7

28

25

28


25

28

25

28

25

8

28 0 42 8

25 37 837

0 7

07 7

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn



PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad




Appendix C

85 500

5343

42 305

1.031

90 0

1061

00

79 461

68 33

7983 47

183

25172

31 318



Tempro adjustment factor 2015 - 2018

Wh

itbu

rn R

oa

d

Lowry Road

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

1010618

Igloo - Seaburn


Base Flows 2018

AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad

155 316

21979

77 353

1.032

280 1

3087

34

40 356

207 87

76213 31147

128109

33 397




Wh

itbu

rn R

oa

d

Lowry Road

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

1010618

Igloo - Seaburn


Base Flows 2018

PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad

96 5000 0 0

00 70

32 64

000

31 0 18

55 305

0 31

00

0 32

0 31

00

0 32

201 0

0 1600 1

0111 0

0

0 54

79 482

172 40 47 9

79135 48 61183 223

27 9219 112

342 330

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn



AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad




166 3160 0 0

00 236

32 100

000

31 0 18

90 353

0 31

00

0 32

0 31

00

0 32

391 1

0 3620 7

0111 3

4

0 54

40 377

312 94 47 9

76265 48 45147 236

130 9156 77

044 409

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn



PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad




END OF SCOPING NOTE

Appendix B

PCU Values Changable

P/Cyclist 0.5

Client Cundall 1188.8 258 2373.7 496.85 3562.4 754.7 M/Cyclist 0.85

Car 1

Location Whitburn Road Lowrey Road, Seaburn 1 1 1 L/goods 1

241.5 442.35 683.85 OGV1 1.5

Date 31.03.2015 2 2 2 OGV2 2

450.5 1296 1746.5 Bus 2Site Number 1 3 3 3

1713 493.5 ##### 1012 ##### 1505.5

Comments

273.5 47 348.35 66

1 1

50 81

2 2

58.5 231

3 3

438 91 311.4 154

Leg 1

Time End

P M Car/ L OGV OGV Bus/ P M Car/ L OGV OGV Bus/ Leg 1 Leg 2 Leg 3 Junction Leg 1 Leg 2 Leg 3 JunctionCyclist Cyclist Taxi Good 1 2 Coach Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals Totals Totals Totals Totals Totals Totals Totals Totals

07:00 Whitburn Road South 0 0 0 1 0 0 0 1 0 0 16 5 0 0 4 25 26 5 53 84 0 0 0 007:15 Whitburn Road South 0 0.85 1 1 0 0 0 2.85 0.5 0 20 1 0 0 6 27.5 30.35 10 65 105.4 0 0 0 007:30 Whitburn Road South 0 0 3 0 0 0 0 3 0 0 37 6 0 2 4 49 52 11 96 159 2 0 0 207:45 Whitburn Road South 0 0 2 1 0 0 0 3 0 0 43 6 0 2 6 57 60 14 117.5 191.5 2 0 2 4

Total 7 to 8 0 0.85 6 3 0 0 0 9.85 0.5 0 116 18 0 4 20 158.5 168.4 40 331.5 539.9 4 0 2 608:00 Whitburn Road South 0 0 9 3 0 0 0 12 0 0 68 7 0 2 6 83 95 17 138.5 250.5 2 0 3 508:15 Whitburn Road South 0 0 7 4 0 0 0 11 0 0 54 7 0 0 10 71 82 23 136.5 241.5 0 0 0 008:30 Whitburn Road South 0 0 4 3 0 0 0 7 0 0 58 11 0 0 4 73 80 26.5 150.5 257 0 3.5 3.5 708:45 Whitburn Road South 0 0 8 3 0 0 0 11 0 0 51 12 0 0 6 69 80 26.5 141 247.5 0 0 0 0

Total 8 to 9 0 0 28 13 0 0 0 41 0 0 231 37 0 2 26 296 337 93 566.5 996.5 2 3.5 6.5 1209:00 Whitburn Road South 0 0 14 4 0 0 0 18 0 0 44 5 1.5 2 8 60.5 78.5 34 101 213.5 3.5 0 0 3.509:15 Whitburn Road South 0 0 7 1 0 0 0 8 0.5 0 41 12 0 0 6 59.5 67.5 31 92.5 191 0 0 4.5 4.509:30 Whitburn Road South 0 0 6 2 0 0 0 8 0 0 36 9 0 0 10 55 63 38 95.5 196.5 0 0 0 009:45 Whitburn Road South 0 0 15 2 0 0 0 17 0 0 49 11 0 0 6 66 83 32 107 222 0 0 3.5 3.5

Total 9 to 10 0 0 42 9 0 0 0 51 0.5 0 170 37 1.5 2 30 241 292 135 396 823 3.5 0 8 11.510:00 Whitburn Road South 0 0 17 0 0 0 0 17 0 0 40 14 1.5 0 8 63.5 80.5 21 107.5 209 1.5 0 1.5 310:15 Whitburn Road South 0 0 14 2 0 0 0 16 0 0 26 10 1.5 4 6 47.5 63.5 50 104 217.5 5.5 0 0 5.510:30 Whitburn Road South 0 0 13 0 0 0 0 13 0 0 52 6 3 0 10 71 84 49 124 257 3 0 3 610:45 Whitburn Road South 0 0 24 2 0 0 0 26 0 0.85 43 7 1.5 0 2 54.35 80.35 63 119 262.4 1.5 0 7 8.5

Total 10 to 11 0 0 68 4 0 0 0 72 0 0.85 161 37 7.5 4 26 236.35 308.4 183 454.5 945.9 11.5 0 11.5 2311:00 Whitburn Road South 0 0 15 1 1.5 0 0 17.5 0 1.7 36 9 1.5 0 8 56.2 73.7 64 118.5 256.2 3 0 1.5 4.511:15 Whitburn Road South 0 0 20 2 0 0 0 22 0 0.85 42 9 1.5 2 6 61.35 83.35 48 117 248.4 3.5 0 3 6.511:30 Whitburn Road South 0 0 18 2 1.5 0 0 21.5 0.5 0.85 40 8 4.5 0 8 61.85 83.35 62 111.5 256.9 6 0 6.5 12.511:45 Whitburn Road South 0 0 20 3 0 0 0 23 0 0 59 9 1.5 2 6 77.5 100.5 67 110.5 278 3.5 0 2 5.5

Total 11 to 12 0 0 73 8 3 0 0 84 0.5 3.4 177 35 9 4 28 256.9 340.9 241 457.5 1039 16 0 13 2912:00 Whitburn Road South 0 0 20 1 0 0 2 23 0.5 0 48 8 0 0 10 66.5 89.5 58 112 259.5 0 0 3 312:15 Whitburn Road South 0 0 12 3 1.5 0 0 16.5 0 0 378 10 1.5 2 6 397.5 414 68 119 601 5 0 1.5 6.512:30 Whitburn Road South 0 0 18 0 0 0 0 18 0 0 47 6 0 0 4 57 75 60 107 242 0 0 0 012:45 Whitburn Road South 0 0 13 5 0 0 0 18 0 0 57 5 1.5 0 10 73.5 91.5 55 104 250.5 1.5 0 0 1.5

Total 12 to 13 0 0 63 9 1.5 0 2 75.5 0.5 0 530 29 3 2 30 594.5 670 241 442 1353 6.5 0 4.5 1113:00 Whitburn Road South 0 0 17 3 0 0 0 20 0 0 39 1 0 0 6 46 66 34 111.5 211.5 0 0 1.5 1.513:15 Whitburn Road South 0 0 21 2 0 0 0 23 0 0 59 6 1.5 0 10 76.5 99.5 68 103 270.5 1.5 0 2 3.513:30 Whitburn Road South 0 0 17 2 0 0 0 19 0 1.7 48 7 0 0 8 64.7 83.7 60 97.5 241.2 0 0 1.5 1.513:45 Whitburn Road South 0 0 16 1 0 0 0 17 0.5 0.85 53 10 1.5 2 6 73.85 90.85 54 111.5 256.4 3.5 0 1.5 5

Total 13 to 14 0 0 71 8 0 0 0 79 0.5 2.55 199 24 3 2 30 261.05 340.1 216 423.5 979.6 5 0 6.5 11.514:00 Whitburn Road South 0 0 13 0 0 0 0 13 0 0 52 6 1.5 0 6 65.5 78.5 56 103 237.5 1.5 0 0 1.514:15 Whitburn Road South 0 0 18 4 1.5 2 0 25.5 0 0 65 3 0 0 6 74 99.5 55 120.5 275 3.5 0 5 8.514:30 Whitburn Road South 0 0 16 2 0 0 0 18 0 0 50 5 0 0 8 63 81 64 132.5 277.5 0 0 1.5 1.514:45 Whitburn Road South 0 0.85 18 0 0 0 0 18.85 0 0 50 4 1.5 4 6 65.5 84.35 62 118.5 264.9 5.5 0 1.5 7

Total 14 to 15 0 0.85 65 6 1.5 2 0 75.35 0 0 217 18 3 4 26 268 343.4 237 474.5 1055 10.5 0 8 18.515:00 Whitburn Road South 0 0 15 1 0 0 0 16 0 0 66 8 0 0 10 84 100 69.85 107.5 277.4 0 0 3.5 3.515:15 Whitburn Road South 0 0 13 0 0 0 0 13 0 0.85 60 3 0 0 4 67.85 80.85 64 106 250.9 0 0 1.5 1.515:30 Whitburn Road South 0 0 16 1 0 0 0 17 0 0 59 7 0 2 8 76 93 69 101.1 263.1 2 0 3.5 5.515:45 Whitburn Road South 0 0 11 1 0 0 0 12 0 1.7 70 7 0 2 6 86.7 98.7 58 118.4 275.1 2 0 1.5 3.5

Total 15 to 16 0 0 55 3 0 0 0 58 0 2.55 255 25 0 4 28 314.55 372.6 260.85 432.9 1066 4 0 10 1416:00 Whitburn Road South 0 0 12 1 0 0 0 13 0 0 63 6 1.5 0 6 76.5 89.5 68 99 256.5 1.5 0 0 1.516:15 Whitburn Road South 0 0 15 3 0 0 0 18 0 0 52 7 1.5 0 8 68.5 86.5 69 111 266.5 1.5 0 0 1.516:30 Whitburn Road South 0 0 14 3 0 0 0 17 0 0 64 8 1.5 0 6 79.5 96.5 62 118.5 277 1.5 0 1.5 316:45 Whitburn Road South 0 0 23 0 0 0 0 23 0 0 66 4 0 0 4 74 97 51 105 253 0 0 0 0

Total 16 to 17 0 0 64 7 0 0 0 71 0 0 245 25 4.5 0 24 298.5 369.5 250 433.5 1053 4.5 0 1.5 617:00 Whitburn Road South 0 0 10 0 0 0 0 10 0 0 68 8 1.5 2 6 85.5 95.5 81 128 304.5 3.5 0 3 6.517:15 Whitburn Road South 0 0 12 0 0 0 0 12 0 0 75 7 1.5 0 8 91.5 103.5 73 128.5 305 1.5 0 0 1.517:30 Whitburn Road South 0 0 16 1 0 0 0 17 0 0.85 74 6 1.5 0 8 90.35 107.4 77.5 101 285.9 1.5 3.5 0 517:45 Whitburn Road South 0 0 25 2 0 0 0 27 0 0 71 4 0 0 6 81 108 82 107.9 297.9 0 0 1.5 1.5

Total 17 to 18 0 0 63 3 0 0 0 66 0 0.85 288 25 4.5 2 28 348.35 414.4 313.5 465.4 1193 6.5 3.5 4.5 14.518:00 Whitburn Road South 0 0 17 2 0 0 0 19 0 0.85 63 7 0 0 8 78.85 97.85 56 119 272.9 0 0 0 018:15 Whitburn Road South 0 0 20 2 0 0 0 22 0 0 60 4 0 0 4 68 90 49 95 234 0 0 0 018:30 Whitburn Road South 0 0 12 3 0 0 0 15 0 0 52 6 0 0 8 66 81 48 87 216 0 0 0 018:45 Whitburn Road South 0 0 16 0 0 0 0 16 0 0.85 63 6 0 0 6 75.85 91.85 67 89 247.9 0 0 0 0

Total 17 to 18 0 0 65 7 0 0 0 72 0 1.7 238 23 0 0 26 288.7 360.7 220 390 970.7 0 0 0 0AM Total 0 0.85 217 37 3 0 0 257.85 1.5 4.25 855 164 18 16 130 1188.8

PM Total 0 0.85 446 43 3 2 2 496.85 1 7.65 1972 169 18 14 192 2373.7

Survey Total 0 1.7 663 80 6 2 2 754.7 2.5 11.9 2827 333 36 30 322 3562.4

AM Peak Hour 08:15 to 09:15 0 0 33 14 0 0 0 47 0 0 207 35 1.5 2 28 273.5

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:00 to 18: 00 0 0 63 3 0 0 0 66 0 0.85 288 25 4.5 2 28 348.35

Network peak if ApplicableAM Peak Hour 08:00 to 09:00 0 0 28 13 0 0 0 41 0 0 231 37 0 2 26 296

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:15 to 18:15 0 0 70 5 0 0 0 75 0 1.7 283 24 3 0 30 341.7

Turning Movements All Vehicles All Day

AM Peak PM Peak

Lowery Road Whitburn Road North

Turning Movements All Vehicles AM Turning Movements All Vehicles PM

All Vehicles OGV1 & OGV2

Leg 2

P M Car/ L OGV OGV Bus/ P M Car/ L OGV OGV Bus/

Cyclist Cyclist Taxi Good 1 2 Coach Totals Cyclist Cyclist Taxi Good 1 2 Coach Totals

07:00 Lowery Road 0 0 4 1 0 0 0 5 0 0 0 0 0 0 0 0

07:15 Lowery Road 0 0 3 0 0 0 0 3 0 0 2 5 0 0 0 7

07:30 Lowery Road 0 0 4 1 0 0 2 7 0 0 2 2 0 0 0 4

07:45 Lowery Road 0 0 8 2 0 0 0 10 0 0 3 1 0 0 0 4

Total 7 to 8 0 0 19 4 0 0 2 25 0 0 7 8 0 0 0 15

08:00 Lowery Road 0 0 11 1 0 0 0 12 0 0 3 2 0 0 0 5

08:15 Lowery Road 0 0 11 0 0 0 0 11 0 0 9 3 0 0 0 12

08:30 Lowery Road 0 0 9 3 0 0 0 12 0 0 7 4 1.5 2 0 14.5

08:45 Lowery Road 0.5 0 16 0 0 0 0 16.5 0 0 10 0 0 0 0 10

Total 8 to 9 0.5 0 47 4 0 0 0 51.5 0 0 29 9 1.5 2 0 41.5

09:00 Lowery Road 0 0 19 0 0 0 0 19 0 0 13 2 0 0 0 15

09:15 Lowery Road 0 0 18 3 0 0 0 21 0 0 6 4 0 0 0 10

09:30 Lowery Road 0 0 20 5 0 0 0 25 0 0 11 2 0 0 0 13

09:45 Lowery Road 0 0 12 4 0 0 0 16 0 0 13 3 0 0 0 16

Total 9 to 10 0 0 69 12 0 0 0 81 0 0 43 11 0 0 0 54

10:00 Lowery Road 0 0 8 0 0 0 0 8 0 0 13 0 0 0 0 13

10:15 Lowery Road 0 0 27 3 0 0 0 30 0 0 20 0 0 0 0 20

10:30 Lowery Road 0 0 29 5 0 0 0 34 0 0 12 3 0 0 0 15

10:45 Lowery Road 0 0 46 1 0 0 0 47 0 0 14 2 0 0 0 16

Total 10 to 11 0 0 110 9 0 0 0 119 0 0 59 5 0 0 0 64

11:00 Lowery Road 0 0 45 2 0 0 0 47 0 0 16 1 0 0 0 17

11:15 Lowery Road 0 0 31 1 0 0 0 32 0 0 14 2 0 0 0 16

11:30 Lowery Road 0 0 44 4 0 0 0 48 0 0 14 0 0 0 0 14

11:45 Lowery Road 0 0 47 0 0 0 0 47 0 0 20 0 0 0 0 20

Total 11 to 12 0 0 167 7 0 0 0 174 0 0 64 3 0 0 0 67

12:00 Lowery Road 0 0 41 2 0 0 0 43 0 0 12 3 0 0 0 15

12:15 Lowery Road 0 0 42 2 0 0 0 44 0 0 18 4 0 0 2 24

12:30 Lowery Road 0 0 39 4 0 0 0 43 0 0 16 1 0 0 0 17

12:45 Lowery Road 0 0 40 4 0 0 0 44 0 0 10 1 0 0 0 11

Total 12 to 13 0 0 162 12 0 0 0 174 0 0 56 9 0 0 2 67

13:00 Lowery Road 0 0 25 0 0 0 0 25 0 0 9 0 0 0 0 9

13:15 Lowery Road 0 0 49 4 0 0 0 53 0 0 15 0 0 0 0 15

13:30 Lowery Road 0 0 42 5 0 0 0 47 0 0 12 1 0 0 0 13

13:45 Lowery Road 0 0 29 2 0 0 0 31 0 0 20 3 0 0 0 23

Total 13 to 14 0 0 145 11 0 0 0 156 0 0 56 4 0 0 0 60

14:00 Lowery Road 0 0 39 3 0 0 0 42 0 0 12 2 0 0 0 14

14:15 Lowery Road 0 0 40 4 0 0 0 44 0 0 11 0 0 0 0 11

14:30 Lowery Road 0 0 49 5 0 0 0 54 0 0 8 2 0 0 0 10

14:45 Lowery Road 0 0 44 4 0 0 0 48 0 0 13 1 0 0 0 14

Total 14 to 15 0 0 172 16 0 0 0 188 0 0 44 5 0 0 0 49

15:00 Lowery Road 0 0 52 1 0 0 0 53 0 0.85 14 2 0 0 0 16.85

15:15 Lowery Road 0 0 47 0 0 0 0 47 0 0 16 1 0 0 0 17

15:30 Lowery Road 0 0 53 2 0 0 0 55 0 0 14 0 0 0 0 14

15:45 Lowery Road 0 0 40 4 0 0 0 44 0 0 12 2 0 0 0 14

Total 15 to 16 0 0 192 7 0 0 0 199 0 0.85 56 5 0 0 0 61.85

16:00 Lowery Road 0 0 49 1 0 0 0 50 0 0 15 3 0 0 0 18

16:15 Lowery Road 0 0 44 2 0 0 0 46 0 0 21 2 0 0 0 23

16:30 Lowery Road 0 0 46 1 0 0 0 47 0 0 14 1 0 0 0 15

16:45 Lowery Road 0 0 43 1 0 0 0 44 0 0 6 1 0 0 0 7

Total 16 to 17 0 0 182 5 0 0 0 187 0 0 56 7 0 0 0 63

17:00 Lowery Road 0 0 60 4 0 0 0 64 0 0 14 3 0 0 0 17

17:15 Lowery Road 0 0 52 1 0 0 0 53 0 0 18 2 0 0 0 20

17:30 Lowery Road 0 0 50 3 0 0 0 53 0 0 20 1 1.5 2 0 24.5

17:45 Lowery Road 0 0 60 1 0 0 0 61 0 0 20 1 0 0 0 21

Total 17 to 18 0 0 222 9 0 0 0 231 0 0 72 7 1.5 2 0 82.5

18:00 Lowery Road 0 0 42 3 0 0 0 45 0 0 9 2 0 0 0 11

18:15 Lowery Road 0 0 34 2 0 0 0 36 0 0 12 1 0 0 0 13

18:30 Lowery Road 0 0 33 0 0 0 0 33 0 0 15 0 0 0 0 15

18:45 Lowery Road 0 0 45 2 0 0 0 47 0 0 17 3 0 0 0 20

Total 17 to 18 0 0 0 154 7 0 0 0 161 0 0 53 6 0 0 0 59

AM Total 0.5 0 412 36 0 0 2 450.5 0 0 202 36 1.5 2 0 241.5

PM Total 0 0 1229 67 0 0 0 1296 0 0.85 393 43 1.5 2 2 442.35

12 Hour Total 0.5 0 1641 103 0 0 2 1746.5 0 0.85 595 79 3 4 2 683.85

AM Peak Hour 08:15 to 09:15 0.5 0 55 3 0 0 0 58.5 0 0 39 9 0 2 0 50

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:00 to 18: 00 0 0 222 9 0 0 0 231 0 0 72 7 0 2 0 81

Network peak if ApplicableAM Peak Hour 08:00 to 09:00 0.5 0 47 4 0 0 0 51.5 0 0 29 9 0 2 0 40

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:15 to 18:15 0 0 204 8 0 0 0 212 0 0 67 6 0 2 0 75

Whitburn Road North Whitburn Road South

Leg 3



07:00 Whitburn Road North 0 0 42 2 0 0 8 52 0 0 1 0 0 0 0 1



07:45 Whitburn Road North 1.5 0 86 4 0 2 8 101.5 0 0 12 4 0 0 0 16

Total 7 to 8 1.5 0 253 18 0 2 30 304.5 0 0 21 6 0 0 0 27



08:30 Whitburn Road North 0 0 110 5 1.5 2 2 120.5 0 0 29 1 0 0 0 30


Total 8 to 9 1 0 425 24 4.5 2 28 484.5 0 0 75 7 0 0 0 82




09:45 Whitburn Road North 0.5 0 65 8 1.5 2 8 85 0 0 21 1 0 0 0 22

Total 9 to 10 2 0 244 24 6 2 32 310 0 0 77 9 0 0 0 86





Total 10 to 11 2 0 246 24 7.5 4 26 309.5 0 0 136 9 0 0 0 145



11:30 Whitburn Road North 0 0 56 9 3 2 4 74 0 0 34 2 1.5 0 0 37.5


Total 11 to 12 2.5 0 226 36 7.5 4 28 304 0 0 145 7 1.5 0 0 153.5

12:00 Whitburn Road North 0 0 58 10 1.5 0 6 75.5 0 0 31 4 1.5 0 0 36.5




Total 12 to 13 0.5 0 234 34 3 0 28 299.5 0 0 124 17 1.5 0 0 142.5





Total 13 to 14 0 0 219 32 1.5 2 32 286.5 0 0 124 10 3 0 0 137





Total 14 to 15 0.5 0 240 34 6 2 24 306.5 0 0 152 16 0 0 0 168



15:30 Whitburn Road North 0 2.55 54 0 1.5 2 4 64.05 0 0 36 1 0 0 0 37


Total 15 to 16 0.5 3.4 220 20 4.5 4 28 280.4 0 0 145 6 1.5 0 0 152.5





Total 16 to 17 1 0 242 26 1.5 0 30 300.5 0 0 123 10 0 0 0 133




17:45 Whitburn Road North 0.5 0.85 56 2 1.5 0 10 70.85 0 0 36 1 0 0 0 37

Total 17 to 18 1 0.85 258 13 4.5 0 34 311.35 0 0 147 7 0 0 0 154





Total 17 to 18 0 0 233 12 0 0 20 265 0 0 120 5 0 0 0 125

AM Total 9 0 1394 126 25.5 14 144 1712.5 0 0 454 38 1.5 0 0 493.5

PM Total 3.5 4.25 1646 171 21 8 196 2049.8 0 0 935 71 6 0 0 1012

12 Hour Total 12.5 4.25 3040 297 46.5 22 340 3762.3 0 0 1389 109 7.5 0 0 1505.5

AM Peak Hour 08:15 to 09:15 0.5 0 378 22 1.5 2 34 438 0 0 84 7 0 0 0 91

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:00 to 18: 00 1 0.85 258 13 4.5 0 34 311.35 0 0 147 7 0 0 0 154

Network peak if ApplicableAM Peak Hour 08:00 to 09:00 1 0 425 24 4.5 2 28 484.5 0 0 75 7 0 0 0 82

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:15 to 18:15 1 0.85 264 9 1.5 0 30 306.35 0 0 142 8 0 0 0 150

Whitburn Road South Lowery Road

Client Cundall 17 801 36 1854 53 2655

Location Lowery Road, Seaburn 1 1 1

624 1719 2343

Date 31.03.2015 2 2 2

4 14 18Site Number 2 3 3 3

6 4 38 18 44 22

Comments

3 170 7 299

1 1

101 272

2 2

1 1

3 3

1 2 4 3

Leg 1

Time End


07:00 Lowery Road West 0 0 7 2 0 0 0 9 0 0 0 0 0 0 0 0 9 5 0 14 0 0 0 007:15 Lowery Road West 0 0 7 2 0 1 1 11 0 0 0 0 0 0 0 0 11 9 0 20 1 0 0 107:30 Lowery Road West 0 0 12 0 0 1 0 13 0 0 0 0 0 0 0 0 13 12 0 25 1 1 0 207:45 Lowery Road West 0 0 20 4 0 0 0 24 0 0 0 0 0 0 0 0 24 16 0 40 0 0 0 0

Total 7 to 8 0 0 46 8 0 2 1 57 0 0 0 0 0 0 0 0 57 42 0 99 2 1 0 308:00 Lowery Road West 0 0 15 2 0 0 0 17 0 0 0 0 0 0 0 0 17 12 0 29 0 1 0 108:15 Lowery Road West 0 0 22 1 0 1 0 24 0 0 0 0 0 0 0 0 24 19 0 43 1 0 0 108:30 Lowery Road West 0 0 22 2 0 0 0 24 0 0 0 0 0 0 0 0 24 29 0 53 0 0 0 008:45 Lowery Road West 0 0 37 0 0 0 0 37 0 0 1 0 0 0 0 1 38 25 0 63 0 0 0 0











Total 18 to 19 1 0 246 11 0 0 0 258 0 0 2 1 0 0 0 3 261 237 7 505 0 1 0 1AM Total 1 0 728 58 2 9 3 801 0 0 11 5 1 0 0 17

PM Total 1 1 1734 114 2 2 0 1854 0 0 30 6 0 0 0 36

Survey Total 2 1 2462 172 4 11 3 2655 0 0 41 11 1 0 0 53

AM Peak Hour 09:00 to 10:00 1 0 151 15 1 2 0 170 0 0 1 2 0 0 0 3

Mid Peak Hour

PM Peak Hour 17:15 to 18:15 0 0 284 15 0 0 0 299 0 0 6 1 0 0 0 7


Mid Peak Hour

PM Peak Hour 17:15 to 18:15 0 0 284 15 0 0 0 299 0 0 6 1 0 0 0 7

All Vehicles OGV1 & OGV2Lowery Road North Service Access

Turning Movements All Vehicles AM Turning Movements All Vehicles PM Turning Movements All Vehicles All Day

AM Peak PM Peak

Leg 2



07:00 Lowery Road North 0 0 0 0 0 0 0 0 0 0 4 1 0 0 0 5




Total 7 to 8 0 0 0 0 0 0 0 0 0 1 30 10 0 1 0 42





Total 8 to 9 0 0 0 0 0 0 0 0 0 0 72 12 0 1 0 85





Total 9 to 10 0 0 1 0 0 0 0 1 1 0 89 8 0 3 0 101





Total 10 to 11 0 0 0 0 0 0 0 0 0 0 153 10 2 0 0 165





Total 11 to 12 0 0 2 1 0 0 0 3 0 0 211 14 1 3 2 231





Total 12 to 13 0 0 0 2 1 0 0 3 0 0 236 19 1 0 0 256





Total 13 to 14 0 0 0 2 0 0 0 2 0 0 194 17 1 1 0 213





Total 14 to 15 0 0 3 0 0 0 0 3 0 0 268 23 5 1 0 297





Total 15 to 16 0 0 2 0 0 0 0 2 0 0 214 11 1 2 0 228





Total 16 to 17 0 0 2 0 0 0 0 2 1 2 212 16 2 0 0 233





Total 17 to 18 0 0 1 0 0 0 0 1 2 0 235 19 0 0 0 256





Total 18 to 19 0 0 1 0 0 0 0 1 0 0 219 16 0 1 0 236

AM Total 0 0 3 1 0 0 0 4 1 1 555 54 3 8 2 624

PM Total 0 0 9 4 1 0 0 14 3 2 1578 121 10 5 0 1719

12 Hour Total 0 0 12 5 1 0 0 18 4 3 2133 175 13 13 2 2343

AM Peak Hour 09:00 to 10:00 0 0 1 0 0 0 0 1 1 0 89 8 0 3 0 101

Mid Peak Hour

PM Peak Hour 17:15 to 18:15 0 0 1 0 0 0 0 1 2 0 252 18 0 0 0 272


Mid Peak Hour

PM Peak Hour 17:15 to 18:15 0 0 1 0 0 0 0 1 2 0 252 18 0 0 0 272

Service Access Lowery Road West

Leg 3



07:00 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

07:15 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

07:30 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

07:45 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 7 to 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

08:00 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

08:15 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

08:30 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

08:45 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 8 to 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

09:00 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

09:15 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

09:30 Service Access 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0

09:45 Service Access 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 2

Total 9 to 10 0 0 1 0 0 0 0 1 0 0 0 2 0 0 0 2

10:00 Service Access 0 0 0 1 0 0 0 1 0 0 1 0 0 0 0 1

10:15 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:30 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

10:45 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Total 10 to 11 0 0 0 1 0 0 0 1 0 0 1 0 0 0 0 1

11:00 Service Access 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1

11:15 Service Access 0 0 1 0 1 0 0 2 0 0 0 0 0 0 0 0

11:30 Service Access 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0

11:45 Service Access 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0

Total 11 to 12 0 0 2 1 1 0 0 4 0 0 1 0 0 0 0 1

12:00 Service Access 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0

12:15 Service Access 0 0 0 0 1 0 0 1 0 0 1 1 0 0 0 2

12:30 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

12:45 Service Access 0 0 1 2 0 0 0 3 0 0 0 1 0 0 0 1

Total 12 to 13 0 0 4 2 1 0 0 7 0 0 1 2 0 0 0 3

13:00 Service Access 0 0 1 0 0 0 0 1 0 0 1 0 0 0 0 1

13:15 Service Access 0 0 2 1 0 0 0 3 0 0 1 0 0 0 0 1

13:30 Service Access 0 0 0 1 0 0 0 1 0 0 2 0 0 0 0 2

13:45 Service Access 0 0 3 1 0 0 0 4 0 0 0 0 0 0 0 0

Total 13 to 14 0 0 6 3 0 0 0 9 0 0 4 0 0 0 0 4

14:00 Service Access 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0

14:15 Service Access 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 2

14:30 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

14:45 Service Access 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0

Total 14 to 15 0 0 2 0 0 0 0 2 0 0 1 1 0 0 0 2

15:00 Service Access 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0

15:15 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

15:30 Service Access 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0

15:45 Service Access 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0

Total 15 to 16 0 0 3 1 0 0 0 4 0 0 0 0 0 0 0 0

16:00 Service Access 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 0

16:15 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

16:30 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

16:45 Service Access 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2

Total 16 to 17 0 0 5 0 0 0 0 5 0 0 2 0 0 0 0 2

17:00 Service Access 0 0 1 0 0 0 0 1 0 0 3 0 0 0 0 3

17:15 Service Access 0 0 2 0 0 0 0 2 0 0 1 0 0 0 0 1

17:30 Service Access 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 0

17:45 Service Access 0 0 1 0 0 0 0 1 0 0 2 0 0 0 0 2

Total 17 to 18 0 0 5 0 0 0 0 5 0 0 6 0 0 0 0 6

18:00 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

18:15 Service Access 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

18:30 Service Access 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 0

18:45 Service Access 0 0 1 1 0 0 0 2 0 0 1 0 0 0 0 1

Total 18 to 19 0 0 5 1 0 0 0 6 0 0 1 0 0 0 0 1

AM Total 0 0 3 2 1 0 0 6 0 0 2 2 0 0 0 4

PM Total 0 0 30 7 1 0 0 38 0 0 15 3 0 0 0 18

12 Hour Total 0 0 33 9 2 0 0 44 0 0 17 5 0 0 0 22

AM Peak Hour 09:00 to 10:00 0 0 1 0 0 0 0 1 0 0 0 2 0 0 0 2

Mid Peak Hour

PM Peak Hour 17:15 to 18:15 0 0 4 0 0 0 0 4 0 0 3 0 0 0 0 3


Mid Peak Hour

PM Peak Hour 17:15 to 18:15 0 0 4 0 0 0 0 4 0 0 3 0 0 0 0 3

Lowery Road West Lowery Road North


P/Cyclist 0.5

Client Cundall 1304.6 152 2641 239 3945.6 390.5 M/Cyclist 0.85

Car 1

Location Whitburn Road at Dyklands Road , Seaburn 1 1 1 L/goods 1

134 164 298 OGV1 1.5

Date 31.03.2015 2 2 2 OGV2 2

272.7 443.5 716.2 Bus 2Site Number 3 3 3 3

1693 263.35 ##### 290.5 ##### 553.85

Comments

308 30.5 390.35 24

1 1

46 33

2 2

77 75.5

3 3

447.5 77 356.4 38

Leg 1

Time End


07:00 Whitburn Road South 0.5 0 3 0 0 0 0 3.5 0 0 13 6 0 0 4 23 26.5 5 52 83.5 0 0 0 007:15 Whitburn Road South 0 0 3 0 1.5 0 0 4.5 0.5 0.85 18 2 0 0 6 27.35 31.85 12 69 112.9 1.5 0 0 1.507:30 Whitburn Road South 0 0 7 0 0 0 0 7 0 0 33 6 0 2 4 45 52 17.5 93 162.5 2 7 0 907:45 Whitburn Road South 0 0 2 1 0 0 0 3 0 0 43 6 0 2 6 57 60 15 105.5 180.5 2 0 2 4

Total 7 to 8 0.5 0 15 1 1.5 0 0 18 0.5 0.85 107 20 0 4 20 152.35 170.4 49.5 319.5 539.4 5.5 7 2 14.508:00 Whitburn Road South 0 0 7 0 0 0 0 7 0 0 70 10 0 2 6 88 95 29 132.5 256.5 2 0 3 508:15 Whitburn Road South 0 0 8 0 1.5 0 0 9.5 0 0 53 11 0 0 10 74 83.5 29 131.5 244 1.5 0 0 1.508:30 Whitburn Road South 0 0 8 2 0 0 0 10 0 0 54 12 0 0 4 70 80 28 133.5 241.5 0 0 5.5 5.508:45 Whitburn Road South 0 0 4 0 0 0 0 4 0 0 55 15 0 0 6 76 80 37 127 244 0 0 0 0

Total 8 to 9 0 0 27 2 1.5 0 0 30.5 0 0 232 48 0 2 26 308 338.5 123 524.5 986 3.5 0 8.5 1209:00 Whitburn Road South 0 0 6 2 1.5 0 0 9.5 0 0 52 7 0 2 8 69 78.5 27.5 96 202 3.5 0 0 3.509:15 Whitburn Road South 0 0 2 4 1.5 0 0 7.5 0.5 0 46 9 0 0 6 61.5 69 14 83.5 166.5 1.5 0 4.5 609:30 Whitburn Road South 0 0 3 1 0 0 0 4 0 0 39 10 0 0 10 59 63 36 83.5 182.5 0 7 0 709:45 Whitburn Road South 0 0 7 1 1.5 0 0 9.5 0 0 57 12 0 0 6 75 84.5 26 101 211.5 1.5 0 3.5 5

Total 9 to 10 0 0 18 8 4.5 0 0 30.5 0.5 0 194 38 0 2 30 264.5 295 103.5 364 762.5 6.5 7 8 21.510:00 Whitburn Road South 0 0 10 1 0 0 0 11 0 0 47 13 1.5 0 8 69.5 80.5 26 100.4 206.9 1.5 0 1.5 310:15 Whitburn Road South 0 0 3 0 1.5 0 0 4.5 0 0 37 12 0 4 6 59 63.5 12 85 160.5 5.5 0 0 5.510:30 Whitburn Road South 0 0 8 1 0 0 0 9 0 0 57 5 3 0 10 75 84 17 103 204 3 0 3 610:45 Whitburn Road South 0 0 10 1 1.5 0 0 12.5 0 0.85 57 8 0 0 2 67.85 80.35 11 86 177.4 1.5 0 7 8.5

Total 10 to 11 0 0 31 3 3 0 0 37 0 0.85 198 38 4.5 4 26 271.35 308.4 66 374.4 748.7 11.5 0 11.5 2311:00 Whitburn Road South 0 0 8 0 6 0 0 14 0 1.7 43 10 0 0 8 62.7 76.7 13.7 96.5 186.9 6 0 1.5 7.511:15 Whitburn Road South 0 0 4 1 1.5 0 0 6.5 0 0.85 58 10 0 2 6 76.85 83.35 15 94.5 192.9 3.5 0 4.5 811:30 Whitburn Road South 0 0 6 1 0 0 0 7 0.5 0.85 52 9 6 0 8 76.35 83.35 14 89.5 186.9 6 0 6.5 12.511:45 Whitburn Road South 0 0 7 1 0 0 0 8 0 0 72 11 1.5 2 6 92.5 100.5 22 93.5 216 3.5 0 2 5.5

Total 11 to 12 0 0 25 3 7.5 0 0 35.5 0.5 3.4 225 40 7.5 4 28 308.4 343.9 64.7 374 782.6 19 0 14.5 33.512:00 Whitburn Road South 0 0 11 2 1.5 0 0 14.5 0.5 0 57 7 0 0 12 76.5 91 24 90.5 205.5 1.5 0 1.5 312:15 Whitburn Road South 0 0 10 0 0 0 0 10 0 0 380 13 3 2 6 404 414 13 99 526 5 0 1.5 6.512:30 Whitburn Road South 0 0 8 3 0 0 0 11 0 0 57 3 0 0 4 64 75 20 92 187 0 0 0 012:45 Whitburn Road South 0 0 5 0 0 0 0 5 0 0 65 10 1.5 0 10 86.5 91.5 19 85 195.5 1.5 0 0 1.5

Total 12 to 13 0 0 34 5 1.5 0 0 40.5 0.5 0 559 33 4.5 2 32 631 671.5 76 366.5 1114 8 0 3 1113:00 Whitburn Road South 0 0 5 1 0 0 0 6 0 0 51 3 0 0 6 60 66 12 84 162 0 0 0 013:15 Whitburn Road South 0 0 5 2 0 0 0 7 0 0 75 6 1.5 0 10 92.5 99.5 25 90 214.5 1.5 0 2 3.513:30 Whitburn Road South 0 0 9 0 0 0 0 9 0 1.7 56 9 0 0 8 74.7 83.7 14 73 170.7 0 0 0 013:45 Whitburn Road South 0 0 14 1 0 0 0 15 0.5 0.85 55 10 1.5 2 6 75.85 90.85 20 99.5 210.4 3.5 0 1.5 5

Total 13 to 14 0 0 33 4 0 0 0 37 0.5 2.55 237 28 3 2 30 303.05 340.1 71 346.5 757.6 5 0 3.5 8.514:00 Whitburn Road South 0 0 5 3 3 0 0 11 0 0 60 3 0 0 6 69 80 21 89.5 190.5 3 0 1.5 4.514:15 Whitburn Road South 0 0 4 0 1.5 2 0 7.5 0 0 79 7 0 0 6 92 99.5 19 89.5 208 3.5 0 5 8.514:30 Whitburn Road South 0 0 6 0 1.5 0 0 7.5 0 0 60 7 0 0 8 75 82.5 18 87.5 188 1.5 0 1.5 314:45 Whitburn Road South 0 0 7 0 3 0 0 10 0 0.85 61 4 0 4 6 75.85 85.85 16.5 92 194.4 7 3.5 3 13.5

Total 14 to 15 0 0 22 3 9 2 0 36 0 0.85 260 21 0 4 26 311.85 347.9 74.5 358.5 780.9 15 3.5 11 29.515:00 Whitburn Road South 0 0 9 0 1.5 0 0 10.5 0 0 72 9 0 0 10 91 101.5 24 88.85 214.4 1.5 0 2 3.515:15 Whitburn Road South 0 0 3 0 0 0 0 3 0 0.85 70 3 0 0 4 77.85 80.85 21 84.5 186.4 0 0 3 315:30 Whitburn Road South 0 0 8 0 0 0 0 8 0 0 67 8 0 2 8 85 93 43 79.05 215.1 2 7 3.5 12.515:45 Whitburn Road South 0.5 0 6 2 0 0 0 8.5 0 1.7 75 6 0 2 6 90.7 99.2 16 93.85 209.1 2 0 3 5

Total 15 to 16 0.5 0 26 2 1.5 0 0 30 0 2.55 284 26 0 4 28 344.55 374.6 104 346.3 824.8 5.5 7 11.5 2416:00 Whitburn Road South 0 0 3 3 0 0 0 6 0 0 72 4 1.5 0 6 83.5 89.5 24 93 206.5 1.5 0 3 4.516:15 Whitburn Road South 0 0 2 0 1.5 0 0 3.5 0 0 65 10 0 0 8 83 86.5 21 97 204.5 1.5 0 3 4.516:30 Whitburn Road South 0 0 3 0 1.5 0 0 4.5 0 0 75 11 0 0 6 92 96.5 20 99.5 216 1.5 0 1.5 316:45 Whitburn Road South 0 0 5 2 1.5 0 0 8.5 0 0 84 2 0 0 4 90 98.5 17 80 195.5 1.5 0 0 1.5

Total 16 to 17 0 0 13 5 4.5 0 0 22.5 0 0 296 27 1.5 0 24 348.5 371 82 369.5 822.5 6 0 7.5 13.517:00 Whitburn Road South 0 0 7 1 0 0 0 8 0 0 71 7 1.5 2 6 87.5 95.5 28.5 101 225 3.5 3.5 3 1017:15 Whitburn Road South 0 0 4 0 0 0 0 4 0 0 83 7 1.5 0 8 99.5 103.5 19 105.5 228 1.5 0 0 1.517:30 Whitburn Road South 0 0 5 0 0 0 0 5 0 0.85 85 7 1.5 0 8 102.35 107.4 20 94 221.4 1.5 0 2 3.517:45 Whitburn Road South 0 0 7 0 0 0 0 7 0 0 89 6 0 0 6 101 108 38 93.85 239.9 0 0 3.5 3.5

Total 17 to 18 0 0 23 1 0 0 0 24 0 0.85 328 27 4.5 2 28 390.35 414.4 105.5 394.4 914.2 6.5 3.5 8.5 18.518:00 Whitburn Road South 0 0 16 0 0 0 0 16 0 0.85 64 9 0 0 8 81.85 97.85 27 90 214.9 0 0 0 018:15 Whitburn Road South 0 0 7 2 0 0 0 9 0 0 73 4 0 0 4 81 90 23 79 192 0 0 0 018:30 Whitburn Road South 0 0 9 3 0 0 0 12 0 0 55 6 0 0 8 69 81 19 77 177 0 0 0 018:45 Whitburn Road South 0 0 12 0 0 0 0 12 0 0.85 67 6 0 0 6 79.85 91.85 25.5 78 195.4 0 0 0 0

Total 17 to 18 0 0 44 5 0 0 0 49 0 1.7 259 25 0 0 26 311.7 360.7 94.5 324 779.2 0 0 0 0AM Total 0.5 0 116 17 18 0 0 151.5 1.5 5.1 956 184 12 16 130 1304.6

PM Total 0.5 0 195 25 16.5 2 0 239 1 8.5 2223 187 13.5 14 194 2641

Survey Total 1 0 311 42 34.5 2 0 390.5 2.5 13.6 3179 371 25.5 30 324 3945.6

AM Peak Hour 08:00 to 09:00 0 0 27 2 1.5 0 0 30.5 0 0 232 48 0 2 26 308

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:00 to 1800 0 0 23 1 0 0 0 24 0 0.85 328 27 4.5 2 28 390.35


Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:15 to 18:15 0 0 32 0 0 0 0 32 0 1.7 321 29 3 0 30 384.7


AM Peak PM Peak

Dykelands Road Whitburn Road North



Leg 2



07:00 Dykelands Road 0 0 1 1 0 0 0 2 0 0 1 2 0 0 0 3

07:15 Dykelands Road 0 0 7 0 0 0 0 7 0 0 4 1 0 0 0 5

07:30 Dykelands Road 0 0 1 1 1.5 2 2 7.5 0.5 0 4 2 1.5 2 0 10

07:45 Dykelands Road 0 0 6 2 0 0 0 8 0 0 6 1 0 0 0 7

Total 7 to 8 0 0 15 4 1.5 2 2 24.5 0.5 0 15 6 1.5 2 0 25

08:00 Dykelands Road 0 0 15 3 0 0 2 20 0 0 9 0 0 0 0 9

08:15 Dykelands Road 0 0 11 1 0 0 2 14 0 0 11 4 0 0 0 15

08:30 Dykelands Road 0 0 15 5 0 0 2 22 0 0 6 0 0 0 0 6

08:45 Dykelands Road 0 0 17 4 0 0 0 21 0 0 11 5 0 0 0 16

Total 8 to 9 0 0 58 13 0 0 6 77 0 0 37 9 0 0 0 46

09:00 Dykelands Road 0.5 0 11 3 0 0 2 16.5 0 0 10 1 0 0 0 11

09:15 Dykelands Road 0 0 6 2 0 0 2 10 0 0 2 2 0 0 0 4

09:30 Dykelands Road 0 0 18 4 0 0 2 24 0 0 4 1 3 4 0 12

09:45 Dykelands Road 0 0 12 6 0 0 2 20 0 0 5 1 0 0 0 6

Total 9 to 10 0.5 0 47 15 0 0 8 70.5 0 0 21 5 3 4 0 33

10:00 Dykelands Road 0 0 10 6 0 0 4 20 0 0 5 1 0 0 0 6

10:15 Dykelands Road 0 0 4 3 0 0 4 11 0 0 1 0 0 0 0 1

10:30 Dykelands Road 0 0 10 1 0 0 2 13 0 0 3 1 0 0 0 4

10:45 Dykelands Road 0 0 6 1 0 0 0 7 0 0 2 2 0 0 0 4

Total 10 to 11 0 0 30 11 0 0 10 51 0 0 11 4 0 0 0 15

11:00 Dykelands Road 0 1.7 6 2 0 0 2 11.7 0 0 2 0 0 0 0 2

11:15 Dykelands Road 0 0 8 1 0 0 2 11 0 0 4 0 0 0 0 4

11:30 Dykelands Road 0 0 7 1 0 0 2 10 0 0 3 1 0 0 0 4

11:45 Dykelands Road 0 0 13 2 0 0 2 17 0 0 5 0 0 0 0 5

Total 11 to 12 0 1.7 34 6 0 0 8 49.7 0 0 14 1 0 0 0 15

12:00 Dykelands Road 0 0 15 3 0 0 2 20 0 0 4 0 0 0 0 4

12:15 Dykelands Road 0 0 5 1 0 0 4 10 0 0 3 0 0 0 0 3

12:30 Dykelands Road 0 0 10 2 0 0 2 14 0 0 5 1 0 0 0 6

12:45 Dykelands Road 0 0 9 4 0 0 0 13 0 0 3 3 0 0 0 6

Total 12 to 13 0 0 39 10 0 0 8 57 0 0 15 4 0 0 0 19

13:00 Dykelands Road 0 0 6 0 0 0 2 8 0 0 2 2 0 0 0 4

13:15 Dykelands Road 0 0 14 2 0 0 4 20 0 0 4 1 0 0 0 5

13:30 Dykelands Road 0 0 5 2 0 0 2 9 0 0 4 1 0 0 0 5

13:45 Dykelands Road 0 0 11 1 0 0 0 12 0 0 6 2 0 0 0 8

Total 13 to 14 0 0 36 5 0 0 8 49 0 0 16 6 0 0 0 22

14:00 Dykelands Road 0 0 11 3 0 0 2 16 0 0 4 1 0 0 0 5

14:15 Dykelands Road 0 0 14 0 0 0 0 14 0 0 5 0 0 0 0 5

14:30 Dykelands Road 0 0 9 0 0 0 6 15 0 0 3 0 0 0 0 3

14:45 Dykelands Road 0 0 6 0 1.5 2 0 9.5 0 0 5 2 0 0 0 7

Total 14 to 15 0 0 40 3 1.5 2 8 54.5 0 0 17 3 0 0 0 20

15:00 Dykelands Road 0 0 13 1 0 0 2 16 0 0 8 0 0 0 0 8

15:15 Dykelands Road 0 0 12 0 0 0 2 14 0 0 6 1 0 0 0 7

15:30 Dykelands Road 0 0 25 1 1.5 2 4 33.5 0 0 6 0 1.5 2 0 9.5

15:45 Dykelands Road 0 0 9 2 0 0 0 11 0 0 5 0 0 0 0 5

Total 15 to 16 0 0 59 4 1.5 2 8 74.5 0 0 25 1 1.5 2 0 29.5

16:00 Dykelands Road 0 0 16 1 0 0 2 19 0 0 4 1 0 0 0 5

16:15 Dykelands Road 0 0 12 2 0 0 2 16 0 0 2 3 0 0 0 5

16:30 Dykelands Road 0 0 10 3 0 0 4 17 0 0 3 0 0 0 0 3

16:45 Dykelands Road 0 0 14 1 0 0 0 15 0 0 0 2 0 0 0 2

Total 16 to 17 0 0 52 7 0 0 8 67 0 0 9 6 0 0 0 15

17:00 Dykelands Road 0 0 11 1 1.5 2 2 17.5 0 0 10 1 0 0 0 11

17:15 Dykelands Road 0 0 14 1 0 0 0 15 0 0 4 0 0 0 0 4

17:30 Dykelands Road 0 0 11 1 0 0 2 14 0 0 4 2 0 0 0 6

17:45 Dykelands Road 0 0 26 1 0 0 2 29 0 0 9 0 0 0 0 9

Total 17 to 18 0 0 62 4 1.5 2 6 75.5 0 0 27 3 0 0 0 30

18:00 Dykelands Road 0 0 14 0 0 0 2 16 0 0 11 0 0 0 0 11

18:15 Dykelands Road 0 0 15 1 0 0 2 18 0 0 5 0 0 0 0 5

18:30 Dykelands Road 0 0 16 1 0 0 0 17 0 0 2 0 0 0 0 2

18:45 Dykelands Road 0 0 13 0 0 0 2 15 0.5 0 10 0 0 0 0 10.5

Total 17 to 18 0 0 0 58 2 0 0 6 66 0.5 0 28 0 0 0 0 28.5

AM Total 0.5 1.7 184 49 1.5 2 34 272.7 0.5 0 98 25 4.5 6 0 134

PM Total 0 0 346 35 4.5 6 52 443.5 0.5 0 137 23 1.5 2 0 164

12 Hour Total 0.5 1.7 530 84 6 8 86 716.2 1 0 235 48 6 8 0 298

AM Peak Hour 08:00 to 09:00 0 0 58 13 0 0 6 77 0 0 37 9 0 0 0 46

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:00 to 1800 0 0 62 4 1.5 2 6 75.5 0 0 27 3 3 0 0 33


Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:15 to 18:15 0 0 65 3 0 0 6 74 0 0 28 2 3 0 0 33

Whitburn Road North Whitburn Road South

Leg 3






07:45 Whitburn Road North 1 0 77 5 0 2 6 91 0.5 0 12 0 0 0 2 14.5

Total 7 to 8 1 0 227 26 0 2 24 280 0.5 0 33 0 0 0 6 39.5





Total 8 to 9 1 0 389 27 4.5 4 22 447.5 0 0 65 6 0 0 6 77





Total 9 to 10 2 0 250 32 6 2 26 318 0 0 37 3 0 0 6 46

10:00 Whitburn Road North 0.5 0 77 5 1.5 0 4 88 0.5 0.85 8 3 0 0 0 12.35




Total 10 to 11 1.5 0 277 21 6 4 18 327.5 0.5 0.85 28 8 1.5 0 8 46.85





Total 11 to 12 2.5 0 252 31 10.5 4 20 320 0 0 38 8 0 0 8 54





Total 12 to 13 0.5 0 264 32 3 0 22 321.5 0 0 26 11 0 0 8 45





Total 13 to 14 0 0 250 32 1.5 2 24 309.5 0 0 25 4 0 0 8 37





Total 14 to 15 0.5 0 254 34 6 2 18 314.5 0 0 30 5 3 0 6 44

15:00 Whitburn Road North 0 0.85 57 9 0 2 8 76.85 0 0 10 0 0 0 2 12



15:45 Whitburn Road North 0 0.85 71 8 3 0 6 88.85 0 0 5 0 0 0 0 5

Total 15 to 16 0.5 4.25 252 24 7.5 4 20 312.25 0 0 24 2 0 0 8 34





Total 16 to 17 1 0 275 31 3 0 22 332 0 0 23 2 4.5 0 8 37.5




17:45 Whitburn Road North 0.5 0.85 69 3 0 0 6 79.35 0 0 7 0 1.5 2 4 14.5

Total 17 to 18 1 0.85 304 19 1.5 2 28 356.35 0 0 26 1 3 2 6 38





Total 17 to 18 0 0 238 15 0 0 16 269 0 0 48 3 0 0 4 55

AM Total 8 0 1395 137 27 16 110 1693 1 0.85 201 25 1.5 0 34 263.35

PM Total 3.5 5.1 1837 187 22.5 10 150 2215.1 0 0 202 28 10.5 2 48 290.5

12 Hour Total 11.5 5.1 3232 324 49.5 26 260 3908.1 1 0.85 403 53 12 2 82 553.85

AM Peak Hour 08:00 to 09:00 1 0 389 27 4.5 4 22 447.5 0 0 65 6 0 0 6 77

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:00 to 1800 1 0.85 304 19 1.5 2 28 356.35 0 0 26 1 3 2 6 38


Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:15 to 18:15 1 0.85 303 14 0 2 24 344.85 0 0 28 1 1.5 2 6 38.5

Whitburn Road South Dykelands Road


P/Cyclist 0.5

Client Cundall 554.2 598 810.5 1250.4 1364.7 1848.4 M/Cyclist 0.85

Car 1

Location Dykelands Road- Seafields 1 1 1 L/goods 1

486.85 1255.35 1742.2 OGV1 1.5

Date 31.03.2015 2 2 2 OGV2 2

196 554 750 Bus 2Site Number 4 3 3 3

513.2 237 708.5 730.5 ##### 967.5

Comments

174.5 100 144.5 205.5

1 1

73 187

2 2

28.5 81

3 3

145.4 31.5 109.5 139

Leg 1

Time End


07:00 Dykelands Road West 0 0 6 0 0 0 0 6 0 0 5 3 0 0 0 8 14 6 19.5 39.5 0 0 0 007:15 Dykelands Road West 0 0 5 1 0 0 2 8 0.5 0 15 1 0 0 0 16.5 24.5 8.85 15 48.35 0 0 2 207:30 Dykelands Road West 0 0 12 0 1.5 0 0 13.5 0 0 10 3 0 2 2 17 30.5 15.5 28 74 3.5 3.5 0 707:45 Dykelands Road West 0 0 12 2 0 0 0 14 0 0 28 3 1.5 0 0 32.5 46.5 25.5 35 107 1.5 0 0 1.5

Total 7 to 8 0 0 35 3 1.5 0 2 41.5 0.5 0 58 10 1.5 2 2 74 115.5 55.85 97.5 268.9 5 3.5 2 10.508:00 Dykelands Road West 0 0 12 1 0 0 0 13 0 0 37 3 0 0 2 42 55 19 41.5 115.5 0 0 1.5 1.508:15 Dykelands Road West 0 0 23 0 0 0 0 23 0 0 35 5 1.5 0 2 43.5 66.5 22 54 142.5 1.5 0 2 3.508:30 Dykelands Road West 0 0 16 2 0 0 0 18 0 0 36 5 0 0 2 43 61 31 50 142 0 0 1.5 1.508:45 Dykelands Road West 0.5 0 26 0 0 0 0 26.5 0 0 43 6 0 0 0 49 75.5 26 45.85 147.4 0 0 0 0

Total 8 to 9 0.5 0 77 3 0 0 0 80.5 0 0 151 19 1.5 0 6 177.5 258 98 191.4 547.4 1.5 0 5 6.509:00 Dykelands Road West 0 0 28 3 1.5 0 0 32.5 0 0 31 6 0 0 2 39 71.5 22.5 27 121 1.5 0 2 3.509:15 Dykelands Road West 0 0 24 2 0 0 0 26 0.5 0 22 4 0 0 2 28.5 54.5 30.5 25 110 0 3.5 2 5.509:30 Dykelands Road West 0 0 44 4 1.5 0 0 49.5 0 0 19 0 1.5 0 2 22.5 72 32.5 23.5 128 3 3.5 0 6.509:45 Dykelands Road West 0 0 26 1 0 0 0 27 0 0 26 4 0 0 0 30 57 27.5 38 122.5 0 3.5 0 3.5

Total 9 to 10 0 0 122 10 3 0 0 135 0.5 0 98 14 1.5 0 6 120 255 113 113.5 481.5 4.5 10.5 4 1910:00 Dykelands Road West 0 0 27 2 0 0 4 33 0 0 27 8 0 0 2 37 70 38 30.85 138.9 0 0 1.5 1.510:15 Dykelands Road West 0 0 33 0 1.5 2 0 36.5 0 0 10 0 3 2 4 19 55.5 38 29 122.5 8.5 0 2 10.510:30 Dykelands Road West 0 0 39 2 0 0 0 41 0.5 0 19 2 0 0 2 23.5 64.5 44 48 156.5 0 0 2 210:45 Dykelands Road West 0 0 45 3 0 0 0 48 0 0.85 13 4 0 0 0 17.85 65.85 52.5 46.5 164.9 0 0 1.5 1.5

Total 10 to 11 0 0 144 7 1.5 2 4 158.5 0.5 0.85 69 14 3 2 8 97.35 255.9 172.5 154.4 582.7 8.5 0 7 15.511:00 Dykelands Road West 0 0 41 2 0 0 0 43 0 0.85 12 2 0 0 2 16.85 59.85 63.5 54.5 177.9 0 3.5 6.5 1011:15 Dykelands Road West 0 0 34 3 0 0 0 37 0 0 12 3 0 0 2 17 54 69.5 38.5 162 0 3.5 1.5 511:30 Dykelands Road West 0 0 46 3 0 0 0 49 0 0 16 1 1.5 0 4 22.5 71.5 53.5 44 169 1.5 3.5 0 511:45 Dykelands Road West 0.5 0 51 2 0 0 0 53.5 0 0 26 3 0 0 0 29 82.5 57 56.5 196 0 0 1.5 1.5

Total 11 to 12 0.5 0 172 10 0 0 0 182.5 0 0.85 66 9 1.5 0 8 85.35 267.9 243.5 193.5 704.9 1.5 10.5 9.5 21.512:00 Dykelands Road West 0 0 43 1 0 0 0 44 0 0 14 5 0 0 2 21 65 72 56 193 0 0 0 012:15 Dykelands Road West 0 0 40 2 0 0 0 42 0 0 15 1 0 0 4 20 62 73 44.5 179.5 0 0 1.5 1.512:30 Dykelands Road West 0 0 39 7 0 0 0 46 0 0 26 3 0 0 2 31 77 64.5 38 179.5 0 0 0 012:45 Dykelands Road West 0 0 38 2 1.5 0 0 41.5 0 0 17 5 0 0 0 22 63.5 68 54 185.5 1.5 0 0 1.5

Total 12 to 13 0 0 160 12 1.5 0 0 173.5 0 0 72 14 0 0 8 94 267.5 277.5 192.5 737.5 1.5 0 1.5 313:00 Dykelands Road West 0 0 39 2 0 0 0 41 0 0 18 2 0 0 2 22 63 62 29 154 0 0 0 013:15 Dykelands Road West 0 0 36 2 0 0 0 38 0 0 22 3 0 0 4 29 67 67 40 174 0 0 0 013:30 Dykelands Road West 0 0 47 3 0 0 0 50 0 0 16 1 0 0 2 19 69 52 44 165 0 0 0 013:45 Dykelands Road West 0 0 42 2 0 0 0 44 0 0 18 1 0 0 0 19 63 48.5 57 168.5 0 3.5 0 3.5

Total 13 to 14 0 0 164 9 0 0 0 173 0 0 74 7 0 0 8 89 262 229.5 170 661.5 0 3.5 0 3.514:00 Dykelands Road West 0 0 48 4 0 0 0 52 0 0 18 5 0 0 2 25 77 69 55 201 0 0 3 314:15 Dykelands Road West 0 0 44 2 0 0 0 46 0 0 21 2 1.5 0 4 28.5 74.5 75.5 56.5 206.5 1.5 3.5 5.5 10.514:30 Dykelands Road West 0 0 31 5 0 0 0 36 0.5 0 17 0 0 0 2 19.5 55.5 73 52.5 181 0 0 1.5 1.514:45 Dykelands Road West 0 0 30 4 0 0 0 34 0 0 14 3 1.5 2 0 20.5 54.5 75 68 197.5 3.5 0 3 6.5

Total 14 to 15 0 0 153 15 0 0 0 168 0.5 0 70 10 3 2 8 93.5 261.5 292.5 232 786 5 3.5 13 21.515:00 Dykelands Road West 0 0 32 0 0 0 0 32 0 0 32 0 0 0 2 34 66 62 54.5 182.5 0 0 4.5 4.515:15 Dykelands Road West 0 0 34 1 0 0 0 35 0 0 23 3 0 2 4 32 67 58.5 45 170.5 2 3.5 0 5.515:30 Dykelands Road West 0 0 50 2 0 0 0 52 0 0 38 4 0 0 0 42 94 51.5 54 199.5 0 3.5 0 3.515:45 Dykelands Road West 0 0 44 2 0 0 0 46 0 0 18 5 1.5 0 0 24.5 70.5 70 59 199.5 1.5 0 1.5 3

Total 15 to 16 0 0 160 5 0 0 0 165 0 0 111 12 1.5 2 6 132.5 297.5 242 212.5 752 3.5 7 6 16.516:00 Dykelands Road West 0 0 38 2 0 0 0 40 0 0 26 3 1.5 0 2 32.5 72.5 70 41.5 184 1.5 0 1.5 316:15 Dykelands Road West 0 0 37 1 0 0 0 38 0 0 29 5 0 0 4 38 76 48 43 167 0 0 3 316:30 Dykelands Road West 0 0.85 42 3 0 0 0 45.85 0 0 13 3 0 0 2 18 63.85 67 46.5 177.4 0 0 1.5 1.516:45 Dykelands Road West 0 0 48 4 0 0 0 52 0 0 28 3 0 2 0 33 85 59.85 63 207.9 2 0 3 5

Total 16 to 17 0 0.85 165 10 0 0 0 175.85 0 0 96 14 1.5 2 8 121.5 297.4 244.85 194 736.2 3.5 0 9 12.517:00 Dykelands Road West 0 0 49 1 0 0 0 50 0 0 27 1 1.5 0 2 31.5 81.5 67 74 222.5 1.5 0 2 3.517:15 Dykelands Road West 0 0 53 2 0 0 0 55 0 0 26 3 1.5 0 2 32.5 87.5 69 53 209.5 1.5 0 0 1.517:30 Dykelands Road West 0 0 41 3 0 0 0 44 0 0 32 2 1.5 0 0 35.5 79.5 57 60 196.5 1.5 0 0 1.517:45 Dykelands Road West 1.5 0 51 4 0 0 0 56.5 0 0 40 3 0 0 2 45 101.5 75 61.5 238 0 0 3.5 3.5

Total 17 to 18 1.5 0 194 10 0 0 0 205.5 0 0 125 9 4.5 0 6 144.5 350 268 248.5 866.5 4.5 0 5.5 1018:00 Dykelands Road West 0 0 48 3 0 0 0 51 0 0 24 3 0 0 2 29 80 84 55.5 219.5 0 0 0 018:15 Dykelands Road West 0 0 37 1 0 0 0 38 0 0 30 0 0 0 2 32 70 56.5 48 174.5 0 3.5 0 3.518:30 Dykelands Road West 0.5 0 42 3 0 0 0 45.5 0 0 28 3 0 0 0 31 76.5 60 41 177.5 0 0 0 018:45 Dykelands Road West 0 0 54 1 0 0 0 55 0.5 0 40 1 0 0 2 43.5 98.5 54.5 45 198 0 0 0 0

Total 17 to 18 0.5 0 181 8 0 0 0 189.5 0.5 0 122 7 0 0 6 135.5 325 255 189.5 769.5 0 3.5 0 3.5AM Total 1 0 550 33 6 2 6 598 1.5 1.7 442 66 9 4 30 554.2

PM Total 2 0.85 1177 69 1.5 0 0 1250.4 1 0 670 73 10.5 6 50 810.5

Survey Total 3 0.85 1727 102 7.5 2 6 1848.4 2.5 1.7 1112 139 19.5 10 80 1364.7

AM Peak Hour 08:15 to 09:15 0.5 0 93 5 1.5 0 0 100 0 0 145 22 1.5 0 6 174.5

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:00 to 18:00 1.5 0 194 10 0 0 0 205.5 0 0 125 9 4.5 0 6 144.5

Network peak if ApplicableAM Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0


AM Peak PM Peak

Seafields Dyklands Road East



Leg 2



07:00 Seafields 0 0 0 0 0 0 0 0 0 0 5 1 0 0 0 6

07:15 Seafields 0 0 0 2 0 0 0 2 0 0.85 5 1 0 0 0 6.85

07:30 Seafields 0 0 1 2 1.5 2 0 6.5 0 0 8 1 0 0 0 9

07:45 Seafields 0.5 0 3 0 0 0 0 3.5 0 0 18 4 0 0 0 22

Total 7 to 8 0.5 0 4 4 1.5 2 0 12 0 0.85 36 7 0 0 0 43.85

08:00 Seafields 0 0 6 0 0 0 0 6 0 0 11 2 0 0 0 13

08:15 Seafields 0 0 8 0 0 0 0 8 0 0 13 1 0 0 0 14

08:30 Seafields 0 0 6 3 0 0 0 9 0 0 20 2 0 0 0 22

08:45 Seafields 0 0 7 2 0 0 0 9 0 0 16 1 0 0 0 17

Total 8 to 9 0 0 27 5 0 0 0 32 0 0 60 6 0 0 0 66

09:00 Seafields 0.5 0 1 1 0 0 0 2.5 0 0 18 2 0 0 0 20

09:15 Seafields 0 0 9 0 0 0 0 9 0 0 17 1 1.5 2 0 21.5

09:30 Seafields 0 0 7 0 1.5 2 0 10.5 0 0 20 2 0 0 0 22

09:45 Seafields 0 0 4 1 1.5 2 0 8.5 0 0 17 2 0 0 0 19

Total 9 to 10 0.5 0 21 2 3 4 0 30.5 0 0 72 7 1.5 2 0 82.5

10:00 Seafields 0 0 4 1 0 0 0 5 0 0 31 2 0 0 0 33

10:15 Seafields 0 0 4 1 0 0 0 5 0 0 30 3 0 0 0 33

10:30 Seafields 0 0 12 2 0 0 0 14 0 0 27 3 0 0 0 30

10:45 Seafields 0.5 0 21 0 0 0 0 21.5 0 0 30 1 0 0 0 31

Total 10 to 11 0.5 0 41 4 0 0 0 45.5 0 0 118 9 0 0 0 127

11:00 Seafields 0 0 16 3 0 0 0 19 0 0 40 1 1.5 2 0 44.5

11:15 Seafields 0 0 9 1 1.5 2 0 13.5 0 0 50 2 0 0 4 56

11:30 Seafields 0 0 11 2 1.5 2 0 16.5 0 0 34 3 0 0 0 37

11:45 Seafields 0 0 23 4 0 0 0 27 0 0 25 5 0 0 0 30

Total 11 to 12 0 0 59 10 3 4 0 76 0 0 149 11 1.5 2 4 167.5

12:00 Seafields 0 0 22 2 0 0 0 24 0 0 47 1 0 0 0 48

12:15 Seafields 0 0 15 2 0 0 0 17 0 0 52 4 0 0 0 56

12:30 Seafields 0 0 16 2 0 0 0 18 0.5 0 42 4 0 0 0 46.5

12:45 Seafields 0 0 18 4 0 0 0 22 0 0 41 5 0 0 0 46

Total 12 to 13 0 0 71 10 0 0 0 81 0.5 0 182 14 0 0 0 196.5

13:00 Seafields 0 0 20 2 0 0 0 22 0 0 37 3 0 0 0 40

13:15 Seafields 0 0 18 1 0 0 0 19 0 0 45 3 0 0 0 48

13:30 Seafields 0 0 12 5 0 0 0 17 0 0 34 1 0 0 0 35

13:45 Seafields 0 0 7 2 1.5 2 0 12.5 0 0 36 0 0 0 0 36

Total 13 to 14 0 0 57 10 1.5 2 0 70.5 0 0 152 7 0 0 0 159

14:00 Seafields 0 0 20 2 0 0 0 22 0 0 42 5 0 0 0 47

14:15 Seafields 0 0 22 1 0 0 0 23 0 0 44 5 1.5 2 0 52.5

14:30 Seafields 0 0 24 4 0 0 0 28 0 0 39 6 0 0 0 45

14:45 Seafields 0 0 16 1 0 0 0 17 0 0 57 1 0 0 0 58

Total 14 to 15 0 0 82 8 0 0 0 90 0 0 182 17 1.5 2 0 202.5

15:00 Seafields 0 0 13 0 0 0 0 13 0 0 45 4 0 0 0 49

15:15 Seafields 0 0 14 1 0 0 0 15 0 0 39 1 1.5 2 0 43.5

15:30 Seafields 0 0 16 1 1.5 2 0 20.5 0 0 30 1 0 0 0 31

15:45 Seafields 0 0 21 3 0 0 0 24 0 0 46 0 0 0 0 46

Total 15 to 16 0 0 64 5 1.5 2 0 72.5 0 0 160 6 1.5 2 0 169.5

16:00 Seafields 0 0 25 1 0 0 0 26 0 0 41 3 0 0 0 44

16:15 Seafields 0 0 15 2 0 0 0 17 0 0 27 4 0 0 0 31

16:30 Seafields 0 0 24 2 0 0 0 26 0 0 38 3 0 0 0 41

16:45 Seafields 0 0 11 2 0 0 0 13 0 0.85 45 1 0 0 0 46.85

Total 16 to 17 0 0 75 7 0 0 0 82 0 0.85 151 11 0 0 0 162.85

17:00 Seafields 0 0 18 4 0 0 0 22 0 0 42 3 0 0 0 45

17:15 Seafields 0 0 27 0 0 0 0 27 0 0 40 2 0 0 0 42

17:30 Seafields 0 0 16 0 0 0 0 16 0 0 37 4 0 0 0 41

17:45 Seafields 1 0 13 2 0 0 0 16 0 0 55 4 0 0 0 59

Total 17 to 18 1 0 74 6 0 0 0 81 0 0 174 13 0 0 0 187

18:00 Seafields 0 0 24 1 0 0 0 25 0 0 56 3 0 0 0 59

18:15 Seafields 0 0 16 3 0 0 0 19 0 0 31 3 1.5 2 0 37.5

18:30 Seafields 0 0 16 1 0 0 0 17 0 0 41 2 0 0 0 43

18:45 Seafields 0 0 16 0 0 0 0 16 0.5 0 35 3 0 0 0 38.5

Total 17 to 18 0 0 0 72 5 0 0 0 77 0.5 0 163 11 1.5 2 0 178

AM Total 1.5 0 152 25 7.5 10 0 196 0 0.85 435 40 3 4 4 486.85

PM Total 1 0 495 51 3 4 0 554 1 0.85 1164 79 4.5 6 0 1255.4

12 Hour Total 2.5 0 647 76 10.5 14 0 750 1 1.7 1599 119 7.5 10 4 1742.2

AM Peak Hour 08:15 to 09:15 0.5 0 22 6 0 0 0 28.5 0 0 67 6 0 0 0 73

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:00 to 18:00 1 0 74 6 0 0 0 81 0 0 174 13 0 0 0 187


Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Dyklands Road East Dykelands Road West

Leg 3



07:00 Dyklands Road East 0.5 0 12 0 0 0 2 14.5 0 0 3 2 0 0 0 5

07:15 Dyklands Road East 0 0 11 0 0 0 0 11 0 0 1 1 0 2 0 4



Total 7 to 8 0.5 0 77 2 0 0 6 85.5 0 0 7 3 0 2 0 12

08:00 Dyklands Road East 0 0 33 2 1.5 0 0 36.5 0 0 5 0 0 0 0 5


08:30 Dyklands Road East 0 0 37 4 1.5 0 2 44.5 0.5 0 5 0 0 0 0 5.5

08:45 Dyklands Road East 0 0.85 33 0 0 0 2 35.85 0 0 10 0 0 0 0 10

Total 8 to 9 0 0.85 147 10 3 0 6 166.85 0.5 0 22 0 0 2 0 24.5



09:30 Dyklands Road East 0 0 13 2 0 0 2 17 0.5 0 5 1 0 0 0 6.5


Total 9 to 10 0 0 63 6 0 0 6 75 0.5 0 30 4 0 4 0 38.5

10:00 Dyklands Road East 0.5 0.85 16 2 1.5 0 0 20.85 0 0 7 3 0 0 0 10




Total 10 to 11 0.5 0.85 60 7 3 0 8 79.35 0 0 61 10 0 4 0 75

11:00 Dyklands Road East 0 0 22 2 0 0 0 24 0 0 22 2 4.5 2 0 30.5




Total 11 to 12 0 0 88 9 1.5 0 8 106.5 0 0 71 8 6 2 0 87





Total 12 to 13 0 0 77 13 1.5 0 8 99.5 0 0 85 8 0 0 0 93





Total 13 to 14 0 0 71 7 0 0 8 86 0 0 79 5 0 0 0 84





Total 14 to 15 0 0 94 9 0 0 6 109 0 0 101 9 9 4 0 123




15:45 Dyklands Road East 0.5 0 23 2 0 0 0 25.5 0 0 30 2 1.5 0 0 33.5

Total 15 to 16 0.5 0 94 5 0 0 8 107.5 0 0 97 2 6 0 0 105


16:15 Dyklands Road East 0 0 11 4 1.5 0 4 20.5 0 0 19 2 1.5 0 0 22.5



Total 16 to 17 0 0 68 12 1.5 0 8 89.5 0 0 89 8 7.5 0 0 104.5





Total 17 to 18 0 0 90 6 1.5 4 8 109.5 0 0 132 7 0 0 0 139

18:00 Dyklands Road East 0.5 0 26 1 0 0 0 27.5 0 0 25 3 0 0 0 28




Total 17 to 18 0.5 0 95 8 0 0 4 107.5 0 0 77 5 0 0 0 82

AM Total 1 1.7 435 34 7.5 0 34 513.2 1 0 191 25 6 14 0 237

PM Total 1 0 589 60 4.5 4 50 708.5 0 0 660 44 22.5 4 0 730.5

12 Hour Total 2 1.7 1024 94 12 4 84 1221.7 1 0 851 69 28.5 18 0 967.5

AM Peak Hour 08:15 to 09:15 0 0.85 128 9 1.5 0 6 145.35 0.5 0 27 0 0 4 0 31.5

Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 17:00 to 18:00 0 0 90 6 1.5 4 8 109.5 0 0 132 7 0 0 0 139


Mid Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

PM Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

Dykelands Road West Seafields

Appendix C

Cundall Johnston and Partners LLP Horsley House Regent Centre Gosforth Newcastle-upon-Tyne NE3 3LU Tel +44 (0)191 213 1515 www.cundall.com

Siglion

Seaburn

Preliminary Parking Report Job No: 1010618 Doc No: RPT-TN003 Latest Revision: B Date: 1/10/2015

Seaburn – Preliminary Parking Report Page 2 of 21



Revision Ref


- 31/07/2015 Draft for client comment

A 23/09/2015 New surveys included within the report



Report Name Preliminary Parking Report 1010618

Revision

B

Issue Date

1/10/2015


Final report


Initials AD TC TC

Signature



Contents

Introduction ............................................................................................................................ 4

Surveys .................................................................................................................................. 6

2.1 Classified turning count .......................................................................................................... 6

2.2 Cordon Survey ....................................................................................................................... 6

Survey results ........................................................................................................................ 9

3.1 Junction turning counts .......................................................................................................... 9

3.2 Car parking survey ................................................................................................................. 9

HGV Parking ........................................................................................................................ 17

Development proposals ....................................................................................................... 19

5.1 Residential parking ............................................................................................................... 19

5.2 Public car parking ................................................................................................................. 20

Conclusion ........................................................................................................................... 21

© This report is the copyright of Cundall Johnston & Partners LLP. It has been prepared for the sole and confidential use of Siglion and Sunderland City Council and cannot be reproduced in whole or in part or relied upon or used by any third party without the express written authorisation of Cundall Johnston & Partners LLP. If any third party whatsoever comes into possession of this report, they rely on it at their own risk and Cundall accepts no duty or responsibility (including in negligence) to any such third party.



Introduction

Cundall has been commissioned by Siglion to undertake a Transport Assessment (TA) in support of a

planning application for a proposed mixed use development in the Seaburn area of Sunderland.

Sunderland City Council (SCC) have requested that traffic surveys are undertaken in the Seaburn area to

gather existing traffic movements and car parking data. This report has been prepared to provide the

results to the surveys and provide an indication of the level of car parking to be reprovided and to how this

will be accommodated within the development proposals. The location of the site can been seem in

Diagram 1.


The masterplan, that is in the course of being developed, comprises circa 400 new homes (houses and

apartments) as well as new leisure/retail space particularly fronting the sea front, with improved green and

shared spaces, as well as associated car parking and new roads.

The report addresses how:

a) parking will be re-provided for visitors to Seaburn beach;

b) the impact of a reduction in the number of parking spaces available as a result of the proposed

development;



c) how vehicles associated with the Empire Theatre will be considered; and

d) how alternative car parks available in Sunderland can be used to satisfy demand.



Surveys

Two survey types have been undertaken within the area of influence, these are fully classified turning

counts and a cordon survey. Both of the surveys were scoped and agreed with officers of SCC and it was

agreed that the surveys should gather data on a neutral day and a bank holiday to cover both peak and

non-peak usage.

2.1 Classified turning count

The fully classified turning counts were undertaken on 31/03/15 and 06/04/15, at the following junctions:

Whitburn Road (A183) / Lowry Road, roundabout;

Lowry Road / Lowry Road, priority junction;

Dykelands Road (B1291) / Seafields, priority junction; and

Whitburn Road (A183) / Dykelands Road (B1291), priority junction.

2.2 Cordon Survey

The cordon survey was undertaken between 30/03/15 and 05/04/15 and at the request of SCC additional

surveys were commissioned between 28/08/2015 and 07/09/2015, both of which covered a bank holiday

weekend. The following surveys were undertaken:

ATC located on Lowry Road to the west of its roundabout junction with Whitburn Road;

Video survey at northern access to the public car park;

Video survey at southern access to the public car park; and

ATC located on Lowry Road south of the access to the public car park.

The cordon survey was undertaken to determine the demand for public car parking in the area and to provide

an indication of the car parking associated with Morrisons. It should however be noted that car parking has

been observed on Lowry Road, so not all vehicles which remain within the cordon will be associated with

Morrisons car park.



Photograph 1 Vehicles parking on Lowry Road

The following provides the number of the existing car parking facilities:

Public car park, 204 car parking spaces and 19 coach bays; and

Morrisons car park, 517 car parking spaces.

The cordon surveys were undertaken on two separate occasions at the request of SCC. The first surveys

were undertaken between 30/03/15 and 06/04/15, it should be noted that these were undertaken when SCC

were undertaking highway improvement works on Whitburn Road, it is therefore likely that the surveyed

parking demand is higher than typical usage due to displaced vehicles from the sea front parking within the

cordon area. The scheme was completed in July 2015 and the second set of surveys were undertake

between 28/08/2015 and 07/09/2015, these results are likely to produce a more typical parking demand.



Diagram 2 Survey location plan



Survey results

3.1 Junction turning counts

The results of the survey indicate that Whitburn Road and Dykelands Road experience a significantly

greater flow in the AM peak on the bank holiday (Monday 6th April) compared with Tuesday 31st March.

The PM peak on the bank holiday experiences greater flows on most movements throughout the network,

and the peak period is earlier (15:00 – 16:00) than the peak observed on Tuesday 31st March (17:15 –

18:15).

A large proportion of vehicles were observed using Princes Avenue to and from Seaburn Terrace / Sea

Lane and not utilising Whitburn Road.

Lowry Road towards the car park to the rear of the Pullmans restaurant experiences low flows during the

peak periods, further investigation of the data has been undertaken to consider the extent of car park

demand for this car park, this is detailed further in Section 3.2.3.

The results of the classified turning counts will be detailed further within the TA.

3.2 Car parking survey

The cordon survey was undertaken to observe all vehicles entering and leaving the cordon and the public car

park, analysis of this data provides indicative car parking data for Morrisons car park.

It should be noted that during the August / September surveys there were a number of events and changes

to parking in the local area which could affect the results. A list of the events and changes to parking are

summarised below:

Whitburn Road car park charging – Since the initial surveys commissioned in March / April, parking

bays on Whitburn Road are now pay and display. This may have resulted in a change in drivers

parking habits in the area;

Car Rally – Between Sunday 30th August and Monday 31st August there was a car park rally within

Sunderland. This would attract visitors from a wider area and may influence the parking numbers;

and

Sunday 6th September – On this day there was a car boot fair which was running within the ‘Seaburn

Funpark’ as well as a charity walk. Both of these events would likely results in additional cars parking

within the car parks.



3.2.1 Lowry Road public car park

The car parking accumulation for the public car park is shown below in 15 minute intervals. As noted

in Section 2.2, the public car park provides parking spaces for 203 cars with an additional 20 coach

bays. Table 1, below, shows the parking accumulation for the April / May surveys. Please note the

bank holiday was Monday 6th April and for clarity the bank holiday weekend has been highlighted.



Table 1 Public car park survey results 31.03.15 to 06.04.15

Time 31st 1st 2nd 3rd 4th 5th 6th

Tue Wed Thu Fri Sat Sun Mon

07:00 1 2 -1 0 0 0 1

07:15 3 1 0 -1 1 5 2

07:30 2 1 2 -1 1 6 4

07:45 3 3 1 0 1 5 4

08:00 4 2 3 0 2 11 3

08:15 7 4 7 1 1 28 3

08:30 6 6 9 0 1 47 5

08:45 11 8 9 1 2 65 5

09:00 12 7 7 1 2 73 8

09:15 15 18 11 2 4 79 12

09:30 14 21 9 1 6 88 22

09:45 17 23 7 1 15 98 32

10:00 18 25 9 1 19 102 37

10:15 19 22 9 2 28 116 47

10:30 21 22 14 8 30 128 62

10:45 23 20 11 9 42 129 87

11:00 18 22 14 10 47 133 98

11:15 18 20 19 9 50 133 110

11:30 24 25 21 16 52 133 123

11:45 28 20 25 21 60 134 132

12:00 30 17 33 24 62 141 147

12:15 29 21 33 34 61 142 149

12:30 32 19 33 40 63 140 157

12:45 35 22 32 45 77 145 168

13:00 20 20 32 43 79 150 163

13:15 19 20 38 42 88 151 148

13:30 25 21 33 41 97 146 139

13:45 29 19 31 43 98 121 131

14:00 34 17 29 42 98 101 116

14:15 37 18 29 39 90 102 94

14:30 32 17 28 36 81 96 86

14:45 30 12 25 31 75 94 70

15:00 29 14 25 33 69 85 45

15:15 27 9 25 24 60 73 32

15:30 25 9 15 17 53 68 25

15:45 21 10 12 14 44 63 20

16:00 9 10 17 7 37 55 9

16:15 8 11 27 6 34 39 -1

16:30 10 17 26 4 27 29 -9

16:45 14 19 29 3 18 29 -19

17:00 13 17 27 -2 17 22 -26

17:15 12 19 28 1 15 20 -29

17:30 12 17 24 1 12 21 -33

17:45 20 22 24 2 12 20 -38

18:00 14 20 30 2 12 17 -36

18:15 15 24 34 -3 10 14 -38

18:30 12 22 37 -10 11 16 -38

18:45 12 23 33 -10 13 16 -33



The results shown in Table 1 indicate that the public car park experiences a greater demand during

the bank holiday weekend and therefore a reduced spare capacity for car parking compared to a

normal weekday. The peak parking period is between the hours of 10:30 and 14:45 during

weekdays.

Table 2 below, demonstrates the parking accumulation from the August / September surveys. Please

note the bank holiday was Monday 31st August and for clarity the bank holiday weekend has been

highlighted.



Table 2 Public car park survey results 28.08.15 to 07.09.15

Time 28th 29th 30th 31st 1st 2nd 3rd 4th 5th 6th 7th

Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon

07:00 5 4 6 1 4 6 5 11 1 8 2

07:15 6 6 6 1 5 6 6 18 1 8 2

07:30 8 4 6 1 5 6 6 19 3 9 4

07:45 6 5 6 1 5 8 6 12 4 9 4

08:00 6 4 7 1 4 8 7 13 14 12 2

08:15 8 7 7 1 5 9 7 9 25 19 2

08:30 10 5 10 5 8 15 7 13 40 33 4

08:45 13 6 10 6 12 15 9 15 48 48 9

09:00 14 9 12 11 13 20 10 19 51 53 12

09:15 15 11 17 15 13 26 14 18 58 60 14

09:30 18 13 20 16 16 22 14 17 62 75 13

09:45 20 22 25 21 18 25 14 15 75 90 19

10:00 24 21 27 25 23 32 17 24 76 100 21

10:15 25 23 36 35 27 33 18 25 83 113 20

10:30 27 24 47 31 30 33 21 25 83 129 20

10:45 35 26 59 40 35 30 20 26 88 141 25

11:00 39 28 65 39 37 32 16 29 82 139 22

11:15 41 30 74 45 44 31 18 29 86 152 24

11:30 50 33 88 45 44 33 19 22 87 157 24

11:45 60 26 95 43 54 35 21 21 89 168 28

12:00 66 28 101 44 52 35 25 15 95 179 31

12:15 69 32 114 50 54 34 30 15 96 185 32

12:30 68 35 112 57 55 34 28 20 92 194 34

12:45 72 38 122 68 59 36 26 22 91 203 36

13:00 66 44 131 77 65 35 22 28 89 202 38

13:15 62 43 136 84 59 32 19 25 91 213 44

13:30 59 39 145 91 65 31 16 8 94 218 44

13:45 58 38 157 101 69 28 14 3 105 217 41

14:00 57 39 156 108 80 24 12 6 100 215 46

14:15 53 42 151 108 77 29 11 8 107 216 46

14:30 56 48 145 98 67 28 15 13 100 219 41

14:45 53 48 138 80 62 26 16 17 96 219 35

15:00 54 41 128 63 58 23 13 19 89 218 37

15:15 42 41 112 56 58 23 10 11 79 199 39

15:30 36 30 104 50 48 21 8 10 81 199 35

15:45 32 19 88 43 43 20 6 5 82 193 28

16:00 25 23 73 36 29 17 8 11 82 176 23

16:15 23 18 65 35 19 18 12 15 76 162 20

16:30 23 16 58 28 15 15 11 14 65 128 20

16:45 26 17 44 23 12 12 18 14 56 104 28

17:00 28 14 40 18 12 12 24 12 46 94 31

17:15 27 9 31 18 9 15 28 11 40 69 36

17:30 22 11 29 17 13 12 31 10 37 45 35

17:45 31 12 26 17 32 16 29 10 30 40 39

18:00 19 16 32 13 33 14 39 7 22 29 54

18:15 18 13 19 14 34 16 38 8 9 21 44

18:30 21 16 17 14 33 15 35 8 8 11 46

18:45 21 21 17 13 29 15 40 8 6 6 44



Table 2 shows that across the bank holiday weekend, the number of parked vehicles are similar with

the exception of the bank holiday Monday. On the bank holiday Monday there are approximately 50

fewer vehicles parked at peak demand. As stated earlier, this may be attributed to the roadworks

that were ongoing during the original April / May surveys. On Sunday 6th August demand for parking

exceeded 200 vehicles, this is attributed to a car boot sale which was located on the ‘Seaburn

Funpark’ site and the charity walk.

It can be seen from Table 1 and 2 that the car parking demand for the public car park reaches a

maximum demand of 219.

3.2.2 Morrisons car park

The results and analysis of the Morrisons private car park survey can be found in Appendix A.

3.2.3 Pullmans car park

The results and analysis of the Pullmans private car park survey can be found in Appendix B.

3.2.4 Car parking survey conclusion

Tables 3, below, compares the April / May surveys against the August / September surveys for

number of vehicles parked within the public car park.



Table 3 Comparison of the public car park survey results

Date

April / May

Date

August / September Max Count

Max Occupancy

Average Count

Average Occupancy

Max Count

Max Occupancy

Average Count

Average Occupancy

Tuesday 31st 37 16.6% 18 8.1%

Wednesday 1st 25 11.2% 16 7.1% Thursday 2nd 38 17.0% 20 9.1%

Friday 3rd 45 20.2% 13 5.9% Friday 28th 72 32.3% 34 15%Saturday 4th 98 43.9% 37 16.6% Saturday 29th 48 21.5% 23 10% Sunday 5th 151 67.7% 76 33.9% Sunday 30th 157 70.4% 65 29% Monday 6th 168 75.3% 46 20.5% Monday 31st 108 48.4% 38 17%

Tuesday 1st 80 35.9% 34 15% Wednesday 2nd 36 16.1% 22 10% Thursday 3rd 40 17.9% 17 8%Friday 4th 29 13.0% 15 7% Saturday 5th 107 48.0% 63 28% Sunday 6th 219 98.2% 119 53%Monday 7th 54 24.2% 27 12%



The result shown in Table 3 are comparable to each other. Across the bank holiday weekend and

the rest of the week the average number of vehicles parked is similar, however the maximum number

of vehicles parked on a bank holiday Monday is higher during the April / May survey. The maximum

occupancy during the week is similar across both surveys with an occupancy between 10% - 20%.

The average occupancy levels are also similar to each other.

It would be excessive to be beholden solely on Siglion the need to re-provide parking as part of the

proposed development that would satisfy the demand generated on only a very limited number of

days in a year.



HGV Parking

Cundall have been asked by SCC to consider areas within Sunderland City where HGV parking could be

provided. The request results from the current design process for the Seaburn development, where the

existing HGV parking associated with the Empire Theatre will be displaced. SCC have requested that as

the HGV parking is to be displaced, the design team need to consider alternatives. It should be noted that

this presumably had already been considered by SCC when the Seaburn masterplan was developed by

SCC in 2008?

Cundall have reviewed SCC car parks in the local area of the theatre and the table below provides the

results of this review.

Car Park Suitable for HGV?

St Mary's Car Park No, multi storey

Bridges Multi-Storey No, multi storey

Sunnieside Multi-Storey No, multi storey

Bridges Roof Top No, multi storey

Boughton Street No, large vehicles not able to turn to exit car park

Nile Street No, large vehicles not able to turn to exit car park

Civic Centre No, multi storey

West Wear Street Possible

Charles Street No, too small

Gorse Road No, too small

Tatham Street No, large vehicles not able to turn to exit car park

High Street West Possible

It can be seen that there are two car park which could potentially accommodate HGV vehicles, no

consideration has been given to the occupancy of the existing usage of these facilities and this will have to

be discussed with SCC in detail. Both car parks operate pay and display car parking, as such there is likely

to be lost revenue to SCC resulting for the use of these by the theatre.



Cundall have also considered on street car parking facilities close to the theatre to determine if there are

any areas, in addition to the loading at the rear of the theatre, where HGVs could park, the following streets

provide car parking:

Green Terrace (pay and display);

Farringdon Row; and

Villiers Street.

These streets do currently have Traffic Regulation Orders (TROs) in force which would need to be

amended or suspended to permit parking of large vehicles and over longer periods than currently permitted,

all of which would need SCC approval.

Whilst other roads in the area could be available, they are more residential in nature and Cundall would not

recommend the parking of HGVs in such areas. It may be possible to consider areas further afield,

however this will need to be discussed in detail.

During previous discussions with SCC the requirement for HGV parking has been discussed, it is Cundall’s

understanding that SCC are also considering areas which may be available and we are awaiting their

findings.



Development proposals

5.1 Residential parking

Car parking for the proposed development will be provided in line with SCC standards. The residential

elements of the scheme will be designed following the Home Zone principles which are summarised below

(Home Zone – Design Guidelines, IHIE 2002);

Reduce or remove the dominance of the car in residential streets;

Foster a sense of community;

Encourage a greater diversity of activity and use of the street by residents;

Reduce social isolation, particularly amongst older people;

Increase opportunities for active and creative children’s play;

Increase natural surveillance, deterring casual crime;

Reduce traffic speeds significantly – to around 10mph;

Improve the safety of residential areas, and perhaps more importantly, residents’ perception of

safety;

Enable all members of the community – including children, older people and disabled people – to

reclaim their local environment from the car;

Encourage people to walk and cycle within their local area, and to nearby destinations;

Improve the quality of the built environment; and

Help to increase the demand for urban living.

In order to achieve the required affect the proposed development will allow for shared use parking. Shared

use parking is the principle that one space can be shared by multiple units (e.g. residential and retail

parking) in the expectation that whilst the demand for parking reduces for example - retail units, it is

increasing for residential. Following this principle will reduce the overall requirement for parking on site, and

will improve the quality of the built environment by providing additional space for community when

previously it would have been required for parking. The number of shared spaces will be identified as part

of the TA.



5.2 Public car parking

As part of the proposals two new public car parks will be provided on Cut Throat Dean and off Lowry Road

which will provide approximately circa 160 spaces available to the general public to re-provide the usual

demand for parking observed in the existing public car park.

In addition to the new car parks, it is expected that the public will be able to utilise existing public car parks

in the area and then travel by foot, bus or metro to Seaburn. Cundall were provided with the car parking

occupancy data from SCC for all public car parks in Sunderland for the month of July 2015.

Cundall have reviewed SCC car parks and identified the proximity to a metro station and the peak weekday

average (11am – 2pm) occupancy in July and the table below provides the results of this review.

Car Park Average occupancy (and total spaces) Proximity to metro

St Mary's Car Park 43% (476) 400m

Bridges Multi-Storey No data available (940) 175m

Sunnieside Multi-Storey 25% (653) 300m

Boughton Street 70% (56) 150m

Nile Street 56% (49) 600m

Civic Centre No data available (630) 110m

West Wear Street 35% (40) 500m

Charles Street 14% (28) 550m

Gorse Road 25% (54) 450m

Tatham Street 79% (94) 715m

High Street West 15% (35) 600m

Cundall have considered car parks located within 400m of a metro station to be suitable places for

members of the public to park and then travel to Seaburn via the metro. This is based in the principle set

out in the Department for Transport’s (DfT) document Inclusive Mobility (2005) (Section 6) which

recommends that bus stops should be ideally located within 400m of residential properties.

Appling this criteria there are five car parks which could be utilised by visitors to Seaburn. The combined

number of spaces available is 2,755 with an approximate 50% occupancy. This would indicate that there is

sufficient space capacity within the existing car parks in Sunderland to satisfy the demand which would be

displaced by the proposed development.



Conclusion

SCC requested that traffic surveys are undertaken in the Seaburn area to gather existing traffic movements

and car parking data. This report has been prepared to provide the results to the surveys and provide an

indication to how car parking will be accommodated within the development proposals.

Two surveys were undertaken as agreed with officers of SCC and it was agreed that the surveys should

gather data on a neutral day and a bank holiday.

The traffic flow results indicate that Whitburn Road and Dykelands Road experience a significantly greater

flow in the AM peak on the bank holiday (Monday 6th April) compared with Tuesday 31st March. The PM

peak on the bank holiday experiences greater flows on most movements throughout the network, and the

peak period is earlier (15:00 – 16:00) than the peak observed on Tuesday 31st March (17:15 – 18:15).

The cordon survey was undertaken to observe all vehicles entering and leaving the cordon and the public

car park, analysis of this data provides indicative car parking data for Morrisons car park.

The results of the April / May surveys showed that both car parks were heavily utilised, with the Morrisons

car park operating over capacity on Monday 6th April. This is in contrast to the August / September surveys

which showed that maximum demand within the Morrisons car park stayed consistent during the full survey

period, with the exception of Sunday 6th September when a car boot sale was running.

The maximum observed occupancy for the public car park is 45 for a weekday during the April / May

surveys and 80 for the August /September surveys and 168 and 157 respectively for a weekend (Bank

holiday).

With regards to Morrisons, the max occupancy for the car park was 310 during the April / May surveys and

335 for the August / September surveys for a weekday and 580 for a weekend (Bank holiday) and 268

respectively.

Cundall have considered areas within Sunderland City where HGV parking could be provided to replace the

existing HGV parking associated with the Empire Theatre. Locations have been identified and the will need

to be agreed with SCC.

Car parking for the proposed development will be provided in line with SCC standards. As part of the

proposals two new public car parks will be provided on Cut Throat Dean and off Lowry Road which will

provide approximately circa 160 spaces available to the general public to re-provide the usual demand for

parking observed in the existing public car park.

Cundall have also considered the occupancy of other public car parks in Sunderland and have found

suitable alternative car parks which are close to public transport facilities which could be used for visitors to

Seaburn.

Appendix A

Morrisons Car Park

Morrisons car park survey results

Cundall understand that the Morrisons car park is a private car park which can accommodate 517

vehicles and is not available for public car parking, although we do believe that Morrisons is used as

an unofficial public car park.

An indication of the level of car parking associated with Morrisons has been calculated from the

number of vehicles within the cordon which have not parked in the public car park. This provides only

an indication, as Morrisons provides a petrol filling station (PFS) and car parking has been observed

on Lowry Road which would also be included within these calculations. Table 1, below, provides the

results of the calculation for April / May survey and for clarity the bank holiday weekend has been

highlighted.

Table 1 Morrisons car park survey results 31.03. to 06.04.15

Time 31st 1st 2nd 3rd 4th 5th 6th

Tue Wed Thu Fri Sat Sun Mon

07:00 2 6 11 0 7 -1 -3 07:15 2 6 12 4 6 -5 1 07:30 4 6 25 9 9 -6 5 07:45 13 29 34 19 14 0 16 08:00 23 45 59 27 24 0 37 08:15 34 58 76 37 33 0 44 08:30 39 60 102 44 44 8 49 08:45 57 89 122 61 49 15 49 09:00 86 94 140 92 67 25 60 09:15 79 112 176 109 96 19 67 09:30 101 120 189 148 112 25 77 09:45 123 139 201 167 141 34 102 10:00 142 165 232 179 156 26 139 10:15 157 167 230 203 159 29 174 10:30 183 188 239 233 182 25 201 10:45 206 204 262 254 206 43 230 11:00 211 232 267 253 223 44 232 11:15 203 225 298 274 220 61 262 11:30 196 239 310 284 238 71 287 11:45 194 246 303 285 247 89 312 12:00 198 223 304 285 251 69 295 12:15 183 209 297 279 255 81 309 12:30 174 205 287 270 257 76 326 12:45 157 177 273 281 240 80 378 13:00 181 202 259 258 254 76 407 13:15 154 214 266 272 220 69 462 13:30 158 199 263 264 224 85 505 13:45 170 188 257 238 214 88 540 14:00 164 181 234 229 190 107 530 14:15 168 177 232 240 188 108 528 14:30 158 173 201 257 205 99 546 14:45 137 160 208 228 225 89 570 15:00 103 134 180 213 197 75 580 15:15 92 137 152 194 193 72 538 15:30 109 144 155 180 172 61 512 15:45 103 133 144 150 160 58 457 16:00 74 103 179 115 134 44 405 16:15 80 97 141 86 95 33 370 16:30 69 93 132 78 72 23 353 16:45 69 109 106 78 71 4 346 17:00 57 92 95 49 71 2 330 17:15 51 88 70 40 39 -10 313 17:30 42 95 65 17 36 -19 296 17:45 19 62 57 6 13 -16 286 18:00 10 43 34 -11 3 -23 272 18:15 6 24 19 -38 -12 -19 266 18:30 13 40 23 -48 -45 -21 256 18:45 7 14 9 -39 -64 -20 240

The results of the survey indicate that on the bank holiday Monday there are more vehicles within the

car park than spaces available. On a weekday the maximum occupancy 310 vehicles within the site.

As Morrisons includes a PFS, this will result in an increased number of vehicles recorded within the

survey, who are using the PFS and not parking. We have undertaken a TRICS assessment of a PFS

to determine the likely number of vehicles associated with the PFS, for a usual week day. The results

of the TRICS analysis provide data in an hourly format and this indicates an average number of

vehicles per hour is 119, which would equate to an approximate 15 minute average of 30 vehicles.

Therefore it is considered likely that the demand for parking will in reality to lower by approximately 30

vehicles.

Table 2, below, sets out the results of the calculation from the August / September survey. For clarity

the bank holiday weekend has been highlighted.

Table 2 Morrisons car park survey results 28.08.15 to 07.09.15

Time 28th 29th 30th 31st 1st 2nd 3rd 4th 5th 6th 7th Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon

07:00 30 27 -9 10 31 20 19 36 22 -11 19 07:15 28 35 -7 11 34 29 28 43 32 -11 30 07:30 37 47 4 13 36 32 35 52 33 -4 29 07:45 65 61 6 26 38 34 39 73 51 -4 32 08:00 67 77 8 36 47 47 47 79 61 -1 36 08:15 73 78 16 45 47 59 66 85 74 -1 56 08:30 71 91 18 41 63 59 63 102 85 4 64 08:45 83 100 16 43 74 69 90 124 107 7 73 09:00 102 120 22 69 89 90 115 149 118 18 106 09:15 135 141 38 76 92 110 127 181 149 42 120 09:30 138 171 72 99 114 129 158 198 159 81 136 09:45 156 186 123 131 119 138 172 208 148 147 127 10:00 186 193 140 148 143 157 182 207 166 166 152 10:15 195 173 167 151 173 161 190 224 195 193 153 10:30 216 201 157 178 194 173 213 225 219 184 196 10:45 225 220 179 215 193 205 219 248 206 197 209 11:00 224 239 172 233 200 202 242 262 217 225 181 11:15 209 228 176 222 220 208 237 269 215 221 195 11:30 240 228 188 225 218 207 213 272 224 265 192 11:45 239 246 210 245 232 207 211 265 242 291 167 12:00 261 229 218 238 230 215 200 271 246 280 176 12:15 232 236 247 237 223 185 197 254 256 303 168 12:30 239 241 243 255 213 182 185 238 249 304 149 12:45 215 253 218 247 206 179 191 220 247 286 150 13:00 197 250 224 244 196 187 168 232 294 303 166 13:15 204 253 226 253 198 199 168 239 285 312 172 13:30 216 255 238 268 182 178 168 235 262 313 155 13:45 214 215 232 254 171 164 188 218 262 335 162 14:00 237 211 233 249 172 182 190 195 256 330 156 14:15 237 204 235 252 175 177 213 218 263 330 151 14:30 233 209 231 251 163 185 198 185 274 331 159 14:45 231 211 234 218 140 177 187 177 265 313 160 15:00 195 213 210 222 136 164 166 156 272 303 153 15:15 190 176 182 205 138 137 131 136 238 286 161 15:30 180 188 160 175 160 135 110 137 234 269 168 15:45 178 181 92 130 163 110 94 138 230 213 164 16:00 177 174 27 102 137 121 93 140 205 130 141 16:15 165 166 3 101 121 132 94 109 192 95 120 16:30 178 150 -6 83 113 98 105 95 165 67 115 16:45 184 136 -17 76 128 87 114 98 144 60 106 17:00 154 112 -30 55 122 88 116 114 117 41 102 17:15 144 101 -31 38 88 87 109 99 107 36 88 17:30 117 94 -32 17 79 75 85 78 97 39 91 17:45 124 77 -35 -2 75 64 77 46 96 17 108 18:00 99 48 -43 -11 79 58 66 42 74 15 102 18:15 72 27 -44 -15 52 52 60 42 58 1 113 18:30 56 32 -47 -25 62 40 64 45 46 3 98 18:45 51 31 -42 -28 48 19 50 48 12 -8 87

Table 2 above, indicates that the maximum accumulation on the bank holiday Monday is similar to the

rest of the week, with the peak demand covering a larger portion of the day. This differs greatly from

the original April / May surveys which recorded a maximum of 580 vehicles within the car park.

As with the April / May surveys, the demand for parking could be lower by approximately 30 to

account for vehicles using the PFS and parking on Lowry Road.

Comparison of car park survey results

Table 3 Comparison of Morrisons car park survey results

Date

April / May

Date

August / September Max Count

Max Occupancy

Average Count

Average Occupancy

Max Count

Max Occupancy

Average Count

Average Occupancy

Tuesday 31st 211 40.8% 103 20.0%

Wednesday 1st 246 47.6% 128 24.8%Thursday 2nd 310 60.0% 165 32.0%

Friday 3rd 285 55.1% 143 27.6% Friday 28th 261 50.5% 160 31%Saturday 4th 257 49.7% 127 24.5% Saturday 29th 255 49.3% 157 30% Sunday 5th 108 20.9% 37 7.1% Sunday 30th 247 47.8% 100 19% Monday 6th 580 112.2% 282 54.6% Monday 31st 268 51.8% 131 25%

Tuesday 1st 232 44.9% 132 25% Wednesday 2nd 215 41.6% 125 24%Thursday 3rd 242 46.8% 134 26% Friday 4th 272 52.6% 156 30% Saturday 5th 294 56.9% 170 33% Sunday 6th 335 64.8% 152 29%Monday 7th 209 40.4% 127 25%

From Table 3, above, it is clear that during the April / May survey the number of people parking within

Morrisons car park on Monday 6th May (580) was significantly higher than the number of vehicles

parking on Monday 31st August. Whilst no two days will be the same, a 100% increase in the number

of vehicles parked is a significant. Furthermore, on the bank holiday Sunday there is again a

noticeable difference in the number of vehicles parked. A maximum occupancy on Sunday 5th May

was recorded at 108 vehicles, compared to 247 vehicles on Sunday 30th August. The average

occupancy during the week is similar across both surveys, with a maximum occupancy between 40%

- 60%.

Appendix B

Pullmans Car Park

Between 07:00 and 19:00 there was a total of 71 vehicles entering the car park and 66 vehicles

leaving, the occupancy of this car park from the April / May survey is shown below in Table 1, below.

Table 1 Pullmans car park results 31.03.15 and 06.04.15

31/03/2015 06/04/2015 in out Accumulation in out Accumulation

07:00 0 0 0 1 0 1 07:15 0 0 0 0 0 1 07:30 0 0 0 0 0 1 07:45 0 0 0 0 0 1 08:00 0 0 0 0 0 1 08:15 0 0 0 0 0 1 08:30 0 0 0 1 0 2 08:45 1 0 1 1 0 3 09:00 1 0 2 0 1 2 09:15 0 0 2 0 0 2 09:30 1 1 2 0 0 2 09:45 2 2 2 1 0 3 10:00 2 2 2 0 0 3 10:15 1 0 3 1 0 4 10:30 0 0 3 1 0 5 10:45 1 0 4 1 0 6 11:00 2 1 5 5 2 9 11:15 2 2 5 6 0 15 11:30 5 1 9 11 0 26 11:45 3 1 11 7 0 33 12:00 4 3 12 5 1 37 12:15 2 3 11 9 6 40 12:30 4 0 15 11 4 47 12:45 3 4 14 13 3 57 13:00 3 2 15 10 2 65 13:15 0 4 11 14 5 74 13:30 1 3 9 8 2 80 13:45 4 4 9 12 3 89 14:00 1 1 9 8 6 91 14:15 2 2 9 17 1 107 14:30 0 0 9 8 10 105 14:45 1 1 9 7 4 108 15:00 1 2 8 5 6 107 15:15 0 0 8 8 6 109 15:30 2 1 9 9 7 111 15:45 1 1 9 5 6 110 16:00 2 4 7 9 6 113 16:15 2 0 9 4 6 111 16:30 0 0 9 6 9 108 16:45 4 3 10 6 9 105 17:00 3 4 9 2 6 101 17:15 2 3 8 2 3 100 17:30 0 1 7 5 1 104 17:45 4 3 8 3 1 106 18:00 2 0 10 3 3 106 18:15 1 0 11 4 4 106 18:30 0 4 7 1 3 104 18:45 1 3 5 2 2 104

It can be seen that the maximum occupation for this car park is 113 vehicles on the bank holiday

Monday 6th April 2015 compared to 15 vehicles on Tuesday 31st March 2015.

As part of the new surveys commissioned in August / September, an additional ATC was placed on

the entrance into the Pullmans car park. The results of this survey are shown in Table 2, below.

Table 2 Pullmans car park results 28.08.15 to 07.09.15

Time 28th 29th 30th 31st 1st 2nd 3rd 4th 5th 6th 7th Fri Sat Sun Mon Tue Wed Thu Fri Sat Sun Mon

07:00 0 2 7 9 -8 -5 -8 -9 -1 8 -3 07:15 0 2 6 9 -8 -6 -8 -9 -1 8 -2 07:30 0 2 6 9 -8 -6 -8 -10 -1 7 -2 07:45 0 2 6 8 -8 -6 -6 -10 -1 8 -2 08:00 0 2 6 8 -8 -6 -8 -10 -1 8 -2 08:15 0 2 4 9 -8 -5 -8 -9 0 10 -2 08:30 1 3 3 10 -8 -5 -8 -9 2 17 -1 08:45 0 4 6 11 -8 -5 -8 -9 3 27 -1 09:00 0 3 8 12 -8 -3 -7 -9 3 30 -1 09:15 -1 3 8 12 -8 0 -6 -9 3 31 0 09:30 1 4 8 12 -8 -2 -7 -9 4 32 1 09:45 1 4 9 15 -8 1 -5 -6 5 33 1 10:00 5 6 11 15 -7 1 -4 -5 5 37 2 10:15 6 7 11 16 -7 3 -2 -6 5 37 0 10:30 5 6 11 15 -7 4 -2 -4 4 38 0 10:45 6 8 13 15 -7 3 2 -3 6 41 1 11:00 5 7 15 15 -5 3 7 -4 7 38 1 11:15 4 6 17 13 -4 4 6 -4 9 41 0 11:30 7 7 22 11 1 5 7 -6 7 40 2 11:45 6 6 20 11 3 3 9 -3 9 45 4 12:00 9 8 19 11 0 5 10 -2 9 46 5 12:15 8 7 24 10 -1 7 13 -3 12 49 6 12:30 15 8 23 13 -3 6 8 2 14 54 2 12:45 19 9 30 19 -2 6 10 6 17 57 4 13:00 22 11 30 21 -3 7 6 3 17 59 3 13:15 21 15 44 23 -3 11 5 3 17 65 4 13:30 19 17 53 26 3 7 2 0 19 60 4 13:45 15 15 54 30 4 6 1 0 19 70 6 14:00 16 12 59 32 5 5 3 -1 22 72 4 14:15 13 12 54 35 4 5 5 1 21 69 2 14:30 7 13 47 36 4 3 5 2 19 64 1 14:45 8 13 47 32 4 5 5 3 20 61 0 15:00 6 8 46 25 2 3 4 2 20 56 1 15:15 4 10 40 20 3 4 3 1 22 51 4 15:30 4 8 40 19 6 5 6 0 20 49 4 15:45 8 7 43 13 8 2 5 0 21 46 5 16:00 8 12 42 10 7 0 4 -1 19 35 4 16:15 11 9 38 10 5 0 6 -3 14 29 4 16:30 13 9 33 7 6 1 6 0 13 22 10 16:45 13 13 29 4 6 0 7 2 14 14 13 17:00 9 15 27 1 2 2 6 3 13 10 13 17:15 7 17 27 -2 1 2 5 5 13 14 13 17:30 14 14 27 -3 0 4 6 6 14 13 18 17:45 16 17 29 0 2 12 5 3 14 14 12 18:00 18 17 27 3 4 17 12 4 18 17 14 18:15 16 17 29 1 5 16 13 5 21 13 19 18:30 19 17 27 4 4 17 14 5 19 11 22 18:45 25 16 30 1 5 14 12 10 21 12 20

The results of the ATC show similar patterns of parking demand when compared to the public car

park and Morrisons car park. The results show a reduced demand on the bank holiday Monday

compared to original April / May surveys and a higher demand on Sunday 6th September which

coincides with the car boot sale.

END OF PARKING REPORT

Appendix D

© Crown copyright and datab ase rights 2015 Ordnance Survey Gateshead Coun cil 1000191 320 0.1 0.2 0.3 0.40.05

km

Accident Severity# 1) Fatal" 2) Serious! 3) Slight

Collisions between 01/10/2012 and 30/09/2015

Slight Accident

0589212Involving 2 Vehicle, 1 Casualty

Location Sunderland

A 183

440543E, 560426N

Date / Time Saturday

27 October 2012

12:09

Conditions Daylight - Street Lights Present

Fine without high winds

Wet/Damp

None

None

None within 50 metres

No physical crossing facility within 50 metres

Description

of Location

WHITBURN ROAD NR TO J/W LOWRY ROAD SUNDERLAND

Description

of Accident

V2 POLICE VEHICLE TRAV NORTH ON WHITBURN ROAD JUST BEFORE THE J/W LOWRY ROAD THE

VEH IN FRONT BRAKED AS DID V2. V1 TRAV BEHIND V2 FAILED TO STOP IN TIME AND COLLIDED WITH

THE REAR OF V2.

Vehicle 1 Driver Male, aged 72, Other Vehicle Car

Negative

Vehicle moving from South to North

Going ahead other

No tow or articulation

No skidding, jack-knifing or overturning

Other

Casualty 1 - Slight Gender Female Age 66 Vehicle or pillion passenger

Vehicle 2 Driver Male, aged , Journey as part of work Vehicle Car

Negative


Waiting to go ahead but held up



Other

Gender Age

Page 1 of 11

Slight Accident


Location Sunderland

U 6021

440397E, 560278N

Date / Time Monday

14 January 2013

07:00

Conditions Darkness - Street Lights present and lit


Dry

None

None



Description

of Location

SEAFIELDS J/W LOWRY ROAD SUNDERLAND

Description

of Accident

V1 TRAV NORTH EAST ON SEAFIELDS TURNING LEFT INTO LOWRY ROAD. THE STREET LIGHTS WERE

OFF AND DRIVER V1 HAS FAILED TO SEE THE PED WHO WAS CROSSING FROM THE NEARSIDE.


Not requested

Vehicle moving from South West to North

Turning left



Other

Casualty 1 - Slight Gender Female Age 54 Pedestrian

Page 2 of 11

Slight Accident


Location Sunderland

B 1291

440535E, 559987N

Date / Time Friday

08 February 2013

13:05



Dry

None

None



Description

of Location

SEABURN TERRACE SUNDERLAND

Description

of Accident

V1 IS A PSV TRAV SOUTH WEST ON SEABURN TERRACE WHEN A PASSENGER HAS LOST HER

BALANCE AND FALLEN WHEN THE BUS WAS SLOWING TO STOP FOR OTHER PASSENGERS.

Vehicle 1 Driver Male, aged 27, Journey as part of work Vehicle Bus or coach (17 or more passenger seats)

Driver not contacted at time of accident

Vehicle moving from North East to South West

Slowing or stopping



Other


Page 3 of 11

Slight Accident

0450113Involving 5 Vehicle, 2 Casualties

Location Sunderland

A 183

440557E, 560506N


31 August 2013

16:10



Dry

None

None



Description

of Location

WHITBURN ROAD J/W MORRISONS WHITBURN

Description

of Accident

V5 TRAV NORTH ON WHITBURN ROAD HAVING LEFT THE R/ABOUT J/W MORRISONS AND STOP TO

PULL INTO A PARKING BAY. V4, V3 AND V2 ALL STOP BEHIND V5. V1 EXITED ROUNDABOUT AND

HAS COLLIDED WITH THE REAR OF V2 PUSHING V2 INTO V3 AND V3 INTO V4 AND V4 INTO V5.


Not requested


Going ahead other



Other

Gender Age


Not requested





Other

Casualty 1 - Slight Gender Male Age 71 Driver or rider



Not requested





Other

Gender Age

Vehicle 4 Driver Female, aged 53, Other Vehicle Car

Not requested





Other

Gender Age


Not requested





Other

Gender Age

Page 4 of 11

Slight Accident


Location Sunderland

A 183

440584E, 560087N

Date / Time Thursday

05 September 2013

12:50



Dry

None

None



Description

of Location

WHITBURN ROAD 150YDS NORTH OF SEABURN TERRACE

Description

of Accident

V1 TRAV SOUTH EAST ON WHITBURN ROAD PULLED INTO A LAYBY INTENDING TO PERFORM A U

TURN AND TRAV IN OPP DIRECTION. AS V1 DID THIS V2 TRAV NORTH WEST ON WHITBURN ROAD

HAS COLLIDED WITH V3 ALSO TRAV NORTH WEST AS IT AVOIDED V1.


Negative

Vehicle moving from North West to North West

U turn



Other

Gender Age

Vehicle 2 Driver Male, aged 47, Other Vehicle Pedal Cycle

Not applicable

Vehicle moving from South East to North West

Going ahead other


Skidded

Other


Vehicle 3 Driver Male, aged , Other Vehicle Car

Negative

Vehicle moving from South East to North West

Going ahead other



Other

Gender Age

Page 5 of 11

Slight Accident


Location Sunderland

A 183

440562E, 560182N

Date / Time Wednesday

19 February 2014

20:25

Conditions Darkness - Street Lights present and lit


Dry

None

None


Pelican, puffin, toucan or similar non-junction pedestrian light crossing

Description

of Location

QUEENS PARADE J/W DYKELANDS ROAD SEABURN SUNDERLAND

Description

of Accident

V1 TRAV SOUTH ON A183 AT QUEENS PARADE WHEN THE PEDESTRIAN HAS CROSSED THE ROAD

FROM V1 OFFSIDE INTO THE PATH OF THE VEHICLE.


Negative

Vehicle moving from North to South West

Going ahead other



Other

Casualty 1 - Slight Gender Male Age 91 Pedestrian

Vehicle 2 Driver Female, aged , Other Vehicle Car


Vehicle was Parked

Parked



Other

Gender Age

Page 6 of 11

Slight Accident


Location Sunderland

A 183

440557E, 560185N

Date / Time Tuesday

11 March 2014

10:45



Dry

None

None


Zebra Crossing

Description

of Location

WHITBURN ROAD J/W DYKELANDS ROAD SUNDERLAND

Description

of Accident

V2 TRAV NORTH ON WHITBURN ROAD HAS BRAKED DUE TO V1 IN FRONT HAVING BRAKED

SUDDENLY. THIS HAS CAUSED A PASSENGER ON THE BUS STANDING WAITING TO ALIGHT TO FALL

OVER.

Vehicle 1 Driver Not traced, aged , Not known Vehicle Car



Slowing or stopping



Other

Gender Age

Vehicle 2 Driver Male, aged 55, Journey as part of work Vehicle Bus or coach (17 or more passenger seats)

Not requested


Going ahead other



Other


Page 7 of 11

Slight Accident


Location Sunderland

B 1291

440387E, 560191N

Date / Time Sunday

06 April 2014

15:30



Dry

None

None



Description

of Location

DYKELANDS ROAD J/W B1291 SUNDERLAND

Description

of Accident

V2 TRAV WEST ON DYKELANDS ROAD INTENDING TO TURN RIGH AND TRAV NORTH EAST ON

SEAFIELDS. V1 TRAV FROM SEAFIELD INTENDING TO TURN RIGHT & TRAV SOUTH WEST ON

DYKELANDS ROAD. V1 FAILED TO GIVE WAY AND TURNED INTO THE PATH OF V2.

Vehicle 1 Driver Male, aged 19, Not known Vehicle Car

Negative

Vehicle moving from North West to South West

Turning right



Hit and Run

Gender Age

Vehicle 2 Driver Female, aged 33, Not known Vehicle Car

Not requested

Vehicle moving from East to North West

Turning right



Other

Casualty 1 - Slight Gender Female Age 33 Driver or rider

Page 8 of 11

Serious Accident


Location Sunderland

B 1291

440386E, 560192N

Date / Time Tuesday

30 June 2015

18:17



Dry

None

None


Central refuge - no other controls

Description

of Location

DYKELANDS ROAD J/W SEAFIELDS SUNDERLAND

Description

of Accident

V2 A PEDAL CYCLE TRAV EAST ON DYKELANDS ROAD WHEN V1 TRAV WEST ON DYKELANDS

ROAD HAS TURNED RIGHT INTO SEAFIELDS ACROSS V2 PATH CAUSING A COLLISION.


Negative

Vehicle moving from East to North

Turning right



Other

Gender Age

Vehicle 2 Driver Female, aged 48, Other Vehicle Pedal Cycle

Not applicable

Vehicle moving from West to East

Going ahead other



Other

Casualty 1 - Serious Gender Female Age 48 Driver or rider

Page 9 of 11

Slight Accident


Location Sunderland

B 1291

440238E, 560126N


25 July 2015

13:45



Dry

None

None



Description

of Location

DYKELANDS ROAD SUNDERLAND

Description

of Accident

THERE HAS BEEN A TEMP RD LAYOUT ON DYKELANDS ROAD ONE LANE TO WEST AND TWO TO

EAST. V1 TRAV EAST IN NEARSIDE LANE V2 TRAV IN OUTSIDE LANE. V1 THEN CHANGES LANE

CUTTING IN FRONT OF V2 COLLIDING WITH V2.


Negative

Vehicle moving from South West to North East

Changing lane to right



Other

Gender Age

Vehicle 2 Driver Male, aged 50, Not known Vehicle Pedal Cycle

Not applicable

Vehicle moving from South West to North East

Going ahead other



Other


Page 10 of 11

Slight Accident


Location Sunderland

A 183

440543E, 560382N

Date / Time Monday

24 August 2015

16:20



Dry

None

None


Pedestrian phase at traffic signal junction

Description

of Location

WHITBURN ROAD O/S JET AMUSEMENTS, SUNDERLAND

Description

of Accident

V2 TRAV NORTH ON WHITBURN ROAD WAITING AT TRAFFIC LIGHT PED XING WHEN V1 HAS

OVERTAKEN V2 COLLIDING WITH THE OFFSIDE OF V2 FAILING TO STOP.

Vehicle 1 Driver Not traced, aged , Not known Vehicle Car



Overtaking stationary vehicle on its offside



Hit and Run

Gender Age







Other

Casualty 1 - Slight Gender Female Age 53 Driver or rider

Page 11 of 11

Summary Report A

Date Time Grid Reference

Casualties

Fatal Serious Slight Contributory Factors / Prob Light Weather

Road

Surface

Vehicle

TypesAcc Ref Acc Class

0589212 Slight 27/10/2012 1209 440543 560426 0 0 103V1B 308V1B 405V1B 408V1B 603V1B 706V1B Daylight - Street Lights Present Fine without high winds Wet/Damp 9 9 1

0017713 Slight 14/01/2013 0700 440397 560278 0 0 405V1A 809C1A Darkness - Street Lights present and lit Fine without high winds Dry 9 1

0068013 Slight 08/02/2013 1305 440535 559987 0 0 408V1B 810C1B Daylight - Street Lights Present Fine without high winds Dry 11 1

0450113 Slight 31/08/2013 1610 440557 560506 0 0 403V1B 405V1B 703V1B 706V1B Daylight - Street Lights Present Fine without high winds Dry 9 9 9 9 9 2

0489913 Slight 05/09/2013 1250 440584 560087 0 0 405V1A 403V1B Daylight - Street Lights Present Fine without high winds Dry 1 9 9 1

0106814 Slight 19/02/2014 2025 440562 560182 0 0 Darkness - Street Lights present and lit Fine without high winds Dry 9 9 1

0127714 Slight 11/03/2014 1045 440557 560185 0 0 403V1A 405V1A 406V1A 408V2A 602V1A 706V1B Daylight - Street Lights Present Fine without high winds Dry 11 9 1

0232414 Slight 06/04/2014 1530 440387 560191 0 0 401V1A 302V1A Daylight - Street Lights Present Fine without high winds Dry 9 9 1

0377115 Serious 30/06/2015 1817 440386 560192 0 1 605V1A 405V1A 509V1B 310V2B Daylight - Street Lights Present Fine without high winds Dry 1 9 0

0427715 Slight 25/07/2015 1345 440238 560126 0 0 405V1A 406V1B 107V1B Daylight - Street Lights Present Fine without high winds Dry 1 9 1

0513615 Slight 24/08/2015 1620 440543 560382 0 0 602V1B 306V1B 301V1B Daylight - Street Lights Present Fine without high winds Dry 9 9 1

Total number of accidents listed: 11 0 1 11

Page 1 of 104/12/2015 14:33:11

Summary Report B

Acc Ref Sev. Cycs Peds Ch OAPs Vis. Manv. Road Cond. Time LocationCas.Date

0589212 27/10/2012 Slight 0 0 0 1 Daylight - Street Lights Present Wet/Damp 1209 WHITBURN ROAD NR TO J/W LOWRY ROAD SUNDERLAND 1

0017713 14/01/2013 Slight 0 1 0 0 Darkness - Street Lights present and lit Dry 0700 SEAFIELDS J/W LOWRY ROAD SUNDERLAND 1

0068013 08/02/2013 Slight 0 0 0 0 Daylight - Street Lights Present Dry 1305 SEABURN TERRACE SUNDERLAND 1

0450113 31/08/2013 Slight 0 0 0 2 Daylight - Street Lights Present Dry 1610 WHITBURN ROAD J/W MORRISONS WHITBURN 2

0489913 05/09/2013 Slight 1 0 0 0 Daylight - Street Lights Present Dry 1250 WHITBURN ROAD 150YDS NORTH OF SEABURN TERRACE 1

0106814 19/02/2014 Slight 0 1 0 1 Darkness - Street Lights present and lit Dry 2025 QUEENS PARADE J/W DYKELANDS ROAD SEABURN SUNDERLAND 1

0127714 11/03/2014 Slight 0 0 0 1 Daylight - Street Lights Present Dry 1045 WHITBURN ROAD J/W DYKELANDS ROAD SUNDERLAND 1

0232414 06/04/2014 Slight 0 0 0 0 Daylight - Street Lights Present Dry 1530 DYKELANDS ROAD J/W B1291 SUNDERLAND 1

0377115 30/06/2015 Serious 1 0 0 0 Daylight - Street Lights Present Dry 1817 DYKELANDS ROAD J/W SEAFIELDS SUNDERLAND 1

0427715 25/07/2015 Slight 1 0 0 0 Daylight - Street Lights Present Dry 1345 DYKELANDS ROAD SUNDERLAND 1

0513615 24/08/2015 Slight 0 0 0 0 Daylight - Street Lights Present Dry 1620 WHITBURN ROAD O/S JET AMUSEMENTS, SUNDERLAND 1

12 3 2 0 5

Total Number of Accidents Listed: 11

Totals

Page 1 of 104/12/2015 14:33:45

Appendix E

1

Dryden, Alex

From: Paul Muir <[email protected]>Sent: 07 December 2015 16:41To: Dryden, Alex; Paul LewinsCc: McAlpine, Neil; Marshall, GarySubject: RE: Seaburn - Proposed junctions

Categories: Filed by Newforma

Alex Apologies for the delayed response. Dot mini and tracking Morrisons utilise the access further to the south (shared with filling station) for deliveries so it doesn’t need to accommodate turning movements for a 16.5m artic. The bellmouth is already a generous width so we wouldn’t want to widen it further if it can be avoided (actually the opposite should apply to assist ped movement). I think there is scope to reduce the scale of the dot mini but keep within legal parameters. Can you have a look please. As part of the improvements to the alignment of Lowry Road can you look at improving the radius on the inside of the bend. Footway is wide on this side so it can be adjusted within limits of public highway. Lowry Road is still likely to be used as a diversion route for bus services along the seafront when there are full road width closures on Whitburn Road. Dykelands Road Happy with layout shown. Regards Paul Paul Muir Group Engineer Network Operations Sunderland City Council Jack Crawford House Commercial Road Sunderland SR2 8QR Direct Dial: 0191 5611300

From: Dryden, Alex [mailto:[email protected]]

Sent: 30 November 2015 13:43

To: Paul Muir; Paul Lewins

Cc: McAlpine, Neil; Marshall, Gary

Subject: Seaburn - Proposed junctions

All, Further to recent discussions with Neil McAlpine regarding the proposed junction layouts, please see attached the updated dot mini roundabout which provides access into Morrisons and the new car park. We propose to provide a painted roundel instead of a small island based on the tracking of a max legal articulated vehicle turning into the site

2

from the south, and turning out of the site towards to south. The amended layout requires changes to the public highway only, it does not need changes to Morrisons land. Also included is the proposed right turn pocket from Dykelands Road into the new car park, as well as an indicative access into the car park. Can you please confirm that you consider the proposals attached to be acceptable. If you would like to discuss please feel free to give me a call. Regards Alex Alex Dryden Senior Technician Cundall

Horsley House, Regent Centre, Gosforth, Newcastle upon Tyne, NE3 3LU, United Kingdom

D +44 191 213 4639 T +44 191 213 1515

www.cundall.com | blog | twitter | linkedin | register | join our team

Cundall Johnston & Partners LLP is a limited liability partnership registered in England and Wales. Registered number OC300389. Registered office: Horsley House, Regent Centre, Gosforth, Newcastle upon Tyne, NE3 3LU All information contained in this email is private and confidential, and may also be privileged. This email and its attachments are intended solely for the use of the addressee only and if any third party whatsoever comes into possession of this email, they rely on it at their own risk and Cundall accepts no duty or responsibility (including in negligence) to any such third party. If you have received this email in error, please immediately notify the sender and delete all copies from your system. Privacy Policy: Use of this email and any attachments is subject to the terms on our Website at http://www.cundall.com/Policy If you cannot access these terms, please email [email protected] with SEND TERMS in the subject heading or telephone +44 (0191) 213 1515 and we will send you a copy. All of our business is conducted in accordance with Cundall’s Ethical Business Policy http://www.cundall.com/Ethical‐Business‐Policy

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3

Appendix F

Cundall Johnston and Partners LLP 4th Floor Partnership House Regent Farm Road Gosforth Newcastle-upon-Tyne NE3 3AF Tel +44 (0)191 213 1515 www.cundall.com

Seaburn, Sunderland

Road Safety Audit – Stage 1

For: Siglion

Job No: 1010618 Doc Ref: RPT-TN-005 Latest Revision: - Date: 20/05/2016

Seabrun, Sunderland – Road Safety Audit – Stage 1

Document Ref – RPT-TN-005


Revision Ref



XPrincipal author

XChecked by

XVerified by

Project Name: Seaburn, Sunderland

Client: Siglion

Report Title: Road Safety Audit – Stage 1

Job Number: 1010618

Seabrun, Sunderland – Road Safety Audit – Stage 1


Contents

Introduction ......................................................................................................................... 1

Items Raised by this Stage 1 Audit ...................................................................................... 2

2.1 Problem ............................................................................................................................... 2

2.2 Problem ............................................................................................................................... 2

2.3 Problem ............................................................................................................................... 3

2.4 Problem ............................................................................................................................... 3

2.5 Problem ............................................................................................................................... 3

2.6 Problem ............................................................................................................................... 4

Auditor Team Statement ...................................................................................................... 5

APPENDIX 1 ................................................................................................................................. 6

APPENDIX 2 ................................................................................................................................. 7

© This report is the copyright of Cundall Johnston & Partners LLP. The report is for the sole and confidential use of Siglion. It must not be reproduced in whole or in part without the express written authorisation of Cundall Johnston & Partners LLP. Parties other than those specifically named in this disclaimer must not rely upon this report. Any third party relying on this report does so at their own risk. Cundall accepts no duty or responsibility (including in negligence) to any such third party.

Seaburn, Sunderland – Road Safety Audit – Stage 1 1


Introduction

This report results from a Stage 1 Road Safety Audit carried out on the proposed redevelopment within

Seaburn, Sunderland, at the request of Cundall Consulting Engineers - The Audit was carried out during

May 2016.

The Audit Team members were:

Kevin Seymour,

B Sc, PG Dip TS, MCIHT, MSoRSA

Highways Agency Certificate of Competence

Audit Team Leader

Elaine Bingham

BEng (Hons), MCIHT, MSoRSA

Highways Agency Certificate of Competence Audit

Team Member

The audit took place between the 29th April 2016 and 4th May 2016. The audit was undertaken in

accordance with the audit brief and the report has been prepared in accordance with the Design Manual for

Roads and Bridges (DMRB) Highways Directive HD19/15. The audit comprised an examination of the

documents provided by Cundall Consulting Engineers and these are as listed in Appendix 1. These

documents consisted of a design drawing.

The Audit Team visited the site together on 1st May 2016. During the site visit the weather sunny and the

road surface was dry. Traffic volumes were low and pedestrian activity was moderate.

The team has examined and reported only on the road safety implications of the scheme as presented and

has not examined or verified the compliance of the designs to any other criteria.

All comments and recommendations are referenced to the design drawings and the locations have been

indicated on plans in Appendix 2.

The Audit has examined the proposed redevelopment of Seaburn, Sunderland. In detail the proposed work

includes:

• The conversion of the priority junction of Lowry Road with Morrisons to a four-armed mini

roundabout;

• New accesses off Lowry Road – servicing residential development;

• The change of junction priorities at Lowry Road and Seafields;

• New development access at Seafields, near to the existing residential development;

• Public Realm improvements along the A318 Whitburn Road.



Items Raised by this Stage 1 Audit

2.1 Problem

Location – Morrisons junction on Lowry Road – mini roundabout

Summary – Four-armed mini roundabouts associated with higher two-wheeled user involvement

Collision control data indicates that two-wheeled users may be particularly vulnerable at four arm mini

roundabouts.

RECOMMENDATION

The form of junction control should be reviewed, with reference to likely traffic volumes and vehicle mix.

DMRB 54/07 – Design of Mini Roundabouts, indicates that mini roundabouts should not be used as new

junction forms.

DESIGNERS RESPONSE

Due to the site constraints it would not be possible to provide a staggered crossing and crossroads are

discourage. Therefore it was determined that a mini roundabout was the preferred option for a new

junction. Proposals agreed with SCC.

The surveys undertaken to inform the TA indicate that there were only three two-wheeled vehicles using

Lowry Road over a 12 hour survey period compared to a total of 4691 movements. This equates to less

than 0.1% of total recorded vehicles. Therefore the risk to two-wheeled users is low.

The design of the scheme provides alternative routes for cyclists via the new boulevard which means

cyclists can avoid the proposed min-roundabout.

2.2 Problem

Location – Morrisons junction on Lowry Road

Summary – Restricted visibility at give way lines may lead to pull-out type collisions

The detailed design and location of give way lines at the mini roundabout are not known at the junction. The

drawing provided and existing Morrisons access has landscaping alongside the carriageway. Landscaping

within visibility splays may restrict drivers’ view to other vehicles and this may lead to pull-out type

collisions.

RECOMMENDATION

Adequate visibility should be provided at give way lines of the mini roundabout (reference DMRB 54/07 –

Design of Mini Roundabouts).



DESIGNERS RESPONSE

The proposed mini-roundabout has been designed to fit within the constraints of the site. Low level planting

will be required in areas to ensure adequate visibility is maintained. The visibility requirements will be

issued to the design team.

2.3 Problem

Location – Morrisons junction on Lowry Road

Summary – Restricted eastbound forward visibility to mini roundabout may lead to late braking type conflicts

The existing forward visibility for eastbound users is restricted by an adjacent property boundary wall. The

proposals show landscaping along the same boundary and this may continue to restrict forward visibility.

Poor visibility may lead to late braking nose-to-tail type conflicts.

RECOMMENDATION

Adequate forward visibility should be provided on the eastbound approach, with reference to likely approach

speeds.

DESIGNERS RESPONSE

The Sight Stopping Distance for Lowry Road is 50m based on its 85th percentile speed of 25mph.

Landscaping will be maintained and be an appropriate height to maintain visibility.

2.4 Problem

Location – General to the scheme

Summary – Unmet pedestrian desire lines may lead to pedestrian to vehicle conflicts

The redevelopment of the area will lead to new pedestrian desire lines at junctions and within the area

generally. Unmet desire lines at locations such as the Morrisons main access, petrol filling station access,

and along both Seafields and Lowry Road may lead to unexpected pedestrian crossing movements and

result in pedestrian to vehicle collisions.

RECOMMENDATION

Likely pedestrian desire lines should be assessed and appropriate crossing facilities provided at, or close

to, these desire lines.

DESIGNERS RESPONSE

Pedestrian crossing points to be provided at pedestrian desire lines. Proposals to be considered as part of

detailed design.

2.5 Problem

Location – Dykelands Road



Summary – Restricted visibility could lead to pull out type collisions

There is an existing bus stop location east of Seafields, near to the proposed car park access. If retained in

its current location a stationary bus may restrict visibility for drivers emerging from the proposed car park

access.

RECOMMENDATION

The location of the existing bus stop should be clarified and it should be relocated away from the visibility

splay of the car park access.

DESIGNERS RESPONSE

Visibility splays of 2.4m x 43m based on Manual for Streets standards can be achieved from the proposed

access without being impacted upon by bus stop.

2.6 Problem

Location – Lowry Road and Seafields

Summary – Hazard for pedestrians, vehicle to vehicle conflicts

The change of priorities at ‘tight’ radius junctions will affect the ability of large vehicles to manoeuvre without

overrunning opposing traffic lanes or kerb lines.

RECOMMENDATION

At detailed design stage the swept paths of large vehicles likely to use the new layout and changed priority

junctions should be checked and it should be ensured that adequate carriageway space is provided.

DESIGNERS RESPONSE

Priorities at each junction to be reviewed as part of the detailed design process.



Auditor Team Statement

We certify that this audit has been carried out in accordance with HD 19/15.

Audit Team Leader

Kevin Seymour, B Sc, PG Dip TS, MCIHT, MSoRSA Highways Agency Certificate of Competence

Signed: …………………………………………

Date 3rd May 2016

Audit Team Member

Elaine Bingham BEng (Hons), MCIHT, MSoRSA Highways Agency Certificate of Competence Audit

Signed: …………………………………………

Date 3rd May 2016



APPENDIX 1

List of Drawings Provided:

Drawing 460.001 Rev -

Additional Information Provided

None provided



APPENDIX 2

Drawing Showing Problem Locations

Problem numbers shown on the attached drawings refer to Problem numbers within this report.

2.5

2.2

2.1

2.3

2.6

END OF ROAD SAFETY AUDIT

Appendix G


Page 1





Category : N - RETIREMENT FLATS



02 SOUTH EAST

KC KENT 1 days

04 EAST ANGLIA


09 NORTH


10 WALES

PS POWYS 1 days

11 SCOTLAND

GC GLASGOW CITY 1 days










Date Range: 01/01/07 to 17/10/12




Monday 1 days

Tuesday 1 days

Wednesday 1 days

Thursday 1 days

Friday 1 days



Manual count 5 days





Selected Locations:



Edge of Town 1




Not Known.


Residential Zone 2

No Sub Category 3





Page 2



Use Class:

C 3 5 days




5,001 to 10,000 2 days

15,001 to 20,000 1 days

25,001 to 50,000 2 days



5,001 to 25,000 1 days

100,001 to 125,000 1 days

125,001 to 250,000 1 days

250,001 to 500,000 1 days

500,001 or More 1 days



0.6 to 1.0 2 days

1.1 to 1.5 3 days



Travel Plan:

No 5 days




Page 3



1 CA-03-N-01 RETIREMENT FLATS CAMBRIDGESHIRE

HEDDA DRIVE

HAMPTON HARGATE

PETERBOROUGH


Residential Zone



2 GC-03-N-01 RETIREMENT FLATS GLASGOW CITY

RIVERFORD ROAD

NEWLANDS

GLASGOW


Residential Zone



3 KC-03-N-05 RETIREMENT FLATS KENT

HARDRES STREET

RAMSGATE

Edge of Town Centre

No Sub Category



4 PS-03-N-01 RETIREMENT FLATS POWYS

HEOL GOUESNOU

BRECON

Edge of Town Centre

No Sub Category



5 TW-03-N-02 RETIREMENT FLATS TYNE & WEAR

BRABOURNE GARDENS

NORTH SHIELDS

Edge of Town

No Sub Category







Page 4









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

5 45 0.035 5 45 0.044 5 45 0.07907:00 - 08:00

5 45 0.062 5 45 0.053 5 45 0.11508:00 - 09:00

5 45 0.066 5 45 0.062 5 45 0.12809:00 - 10:00

5 45 0.066 5 45 0.062 5 45 0.12810:00 - 11:00

5 45 0.084 5 45 0.115 5 45 0.19911:00 - 12:00

5 45 0.093 5 45 0.088 5 45 0.18112:00 - 13:00

5 45 0.075 5 45 0.071 5 45 0.14613:00 - 14:00

5 45 0.058 5 45 0.058 5 45 0.11614:00 - 15:00

5 45 0.058 5 45 0.066 5 45 0.12415:00 - 16:00

5 45 0.137 5 45 0.071 5 45 0.20816:00 - 17:00

5 45 0.049 5 45 0.066 5 45 0.11517:00 - 18:00

5 45 0.058 5 45 0.049 5 45 0.10718:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.841 0.805 1.646






the table.







Parameter summary













Page 8



MULTI-MODAL TAXIS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

5 45 0.004 5 45 0.004 5 45 0.00807:00 - 08:00

5 45 0.009 5 45 0.009 5 45 0.01808:00 - 09:00

5 45 0.004 5 45 0.004 5 45 0.00809:00 - 10:00

5 45 0.004 5 45 0.004 5 45 0.00810:00 - 11:00

5 45 0.009 5 45 0.009 5 45 0.01811:00 - 12:00

5 45 0.000 5 45 0.000 5 45 0.00012:00 - 13:00

5 45 0.004 5 45 0.004 5 45 0.00813:00 - 14:00

5 45 0.004 5 45 0.004 5 45 0.00814:00 - 15:00

5 45 0.004 5 45 0.004 5 45 0.00815:00 - 16:00

5 45 0.009 5 45 0.009 5 45 0.01816:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.000 5 45 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: 0.051 0.051 0.102






the table.







Parameter summary













Page 12



MULTI-MODAL OGVS






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

5 45 0.000 5 45 0.000 5 45 0.00007:00 - 08:00

5 45 0.000 5 45 0.000 5 45 0.00008:00 - 09:00

5 45 0.009 5 45 0.009 5 45 0.01809:00 - 10:00

5 45 0.000 5 45 0.000 5 45 0.00010:00 - 11:00

5 45 0.009 5 45 0.009 5 45 0.01811:00 - 12:00

5 45 0.000 5 45 0.000 5 45 0.00012:00 - 13:00

5 45 0.000 5 45 0.000 5 45 0.00013:00 - 14:00

5 45 0.004 5 45 0.000 5 45 0.00414:00 - 15:00

5 45 0.000 5 45 0.000 5 45 0.00015:00 - 16:00

5 45 0.000 5 45 0.000 5 45 0.00016:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.000 5 45 0.00018:00 - 19:00

1 50 0.000 1 50 0.000 1 50 0.00019:00 - 20:00

1 50 0.000 1 50 0.000 1 50 0.00020:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.022 0.018 0.040






the table.







Parameter summary













Page 16



MULTI-MODAL PSVS






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

5 45 0.000 5 45 0.000 5 45 0.00007:00 - 08:00

5 45 0.000 5 45 0.000 5 45 0.00008:00 - 09:00

5 45 0.000 5 45 0.000 5 45 0.00009:00 - 10:00

5 45 0.000 5 45 0.000 5 45 0.00010:00 - 11:00

5 45 0.000 5 45 0.000 5 45 0.00011:00 - 12:00

5 45 0.009 5 45 0.009 5 45 0.01812:00 - 13:00

5 45 0.000 5 45 0.000 5 45 0.00013:00 - 14:00

5 45 0.000 5 45 0.000 5 45 0.00014:00 - 15:00

5 45 0.000 5 45 0.000 5 45 0.00015:00 - 16:00

5 45 0.009 5 45 0.009 5 45 0.01816:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.000 5 45 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: 0.018 0.018 0.036






the table.







Parameter summary













Page 20









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

5 45 0.004 5 45 0.004 5 45 0.00807:00 - 08:00

5 45 0.000 5 45 0.000 5 45 0.00008:00 - 09:00

5 45 0.000 5 45 0.000 5 45 0.00009:00 - 10:00

5 45 0.000 5 45 0.000 5 45 0.00010:00 - 11:00

5 45 0.004 5 45 0.004 5 45 0.00811:00 - 12:00

5 45 0.000 5 45 0.000 5 45 0.00012:00 - 13:00

5 45 0.004 5 45 0.000 5 45 0.00413:00 - 14:00

5 45 0.000 5 45 0.004 5 45 0.00414:00 - 15:00

5 45 0.000 5 45 0.000 5 45 0.00015:00 - 16:00

5 45 0.000 5 45 0.000 5 45 0.00016:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.000 5 45 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: 0.012 0.012 0.024






the table.







Parameter summary













Page 24









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

5 45 0.031 5 45 0.058 5 45 0.08907:00 - 08:00

5 45 0.071 5 45 0.071 5 45 0.14208:00 - 09:00

5 45 0.093 5 45 0.075 5 45 0.16809:00 - 10:00

5 45 0.088 5 45 0.097 5 45 0.18510:00 - 11:00

5 45 0.097 5 45 0.164 5 45 0.26111:00 - 12:00

5 45 0.111 5 45 0.128 5 45 0.23912:00 - 13:00

5 45 0.137 5 45 0.097 5 45 0.23413:00 - 14:00

5 45 0.071 5 45 0.084 5 45 0.15514:00 - 15:00

5 45 0.080 5 45 0.080 5 45 0.16015:00 - 16:00

5 45 0.177 5 45 0.075 5 45 0.25216:00 - 17:00

5 45 0.075 5 45 0.115 5 45 0.19017:00 - 18:00

5 45 0.071 5 45 0.062 5 45 0.13318:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.102 1.106 2.208






the table.







Parameter summary













Page 28









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

5 45 0.027 5 45 0.053 5 45 0.08007:00 - 08:00

5 45 0.044 5 45 0.049 5 45 0.09308:00 - 09:00

5 45 0.062 5 45 0.084 5 45 0.14609:00 - 10:00

5 45 0.062 5 45 0.111 5 45 0.17310:00 - 11:00

5 45 0.106 5 45 0.066 5 45 0.17211:00 - 12:00

5 45 0.053 5 45 0.080 5 45 0.13312:00 - 13:00

5 45 0.124 5 45 0.058 5 45 0.18213:00 - 14:00

5 45 0.062 5 45 0.053 5 45 0.11514:00 - 15:00

5 45 0.044 5 45 0.044 5 45 0.08815:00 - 16:00

5 45 0.035 5 45 0.013 5 45 0.04816:00 - 17:00

5 45 0.049 5 45 0.062 5 45 0.11117:00 - 18:00

5 45 0.013 5 45 0.018 5 45 0.03118:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.681 0.691 1.372






the table.







Parameter summary













Page 32









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

5 45 0.000 5 45 0.013 5 45 0.01307:00 - 08:00

5 45 0.004 5 45 0.013 5 45 0.01708:00 - 09:00

5 45 0.009 5 45 0.022 5 45 0.03109:00 - 10:00

5 45 0.000 5 45 0.013 5 45 0.01310:00 - 11:00

5 45 0.004 5 45 0.027 5 45 0.03111:00 - 12:00

5 45 0.004 5 45 0.004 5 45 0.00812:00 - 13:00

5 45 0.004 5 45 0.004 5 45 0.00813:00 - 14:00

5 45 0.009 5 45 0.009 5 45 0.01814:00 - 15:00

5 45 0.013 5 45 0.004 5 45 0.01715:00 - 16:00

5 45 0.009 5 45 0.000 5 45 0.00916:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.018 5 45 0.01818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.056 0.127 0.183






the table.







Parameter summary













Page 36









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

5 45 0.000 5 45 0.000 5 45 0.00007:00 - 08:00

5 45 0.000 5 45 0.004 5 45 0.00408:00 - 09:00

5 45 0.000 5 45 0.004 5 45 0.00409:00 - 10:00

5 45 0.000 5 45 0.000 5 45 0.00010:00 - 11:00

5 45 0.000 5 45 0.000 5 45 0.00011:00 - 12:00

5 45 0.000 5 45 0.000 5 45 0.00012:00 - 13:00

5 45 0.000 5 45 0.000 5 45 0.00013:00 - 14:00

5 45 0.000 5 45 0.000 5 45 0.00014:00 - 15:00

5 45 0.000 5 45 0.000 5 45 0.00015:00 - 16:00

5 45 0.000 5 45 0.000 5 45 0.00016:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.018 5 45 0.01818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.000 0.026 0.026






the table.







Parameter summary













Page 40









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

5 45 0.000 5 45 0.000 5 45 0.00007:00 - 08:00

5 45 0.000 5 45 0.000 5 45 0.00008:00 - 09:00

5 45 0.000 5 45 0.000 5 45 0.00009:00 - 10:00

5 45 0.000 5 45 0.000 5 45 0.00010:00 - 11:00

5 45 0.000 5 45 0.000 5 45 0.00011:00 - 12:00

5 45 0.027 5 45 0.027 5 45 0.05412:00 - 13:00

5 45 0.000 5 45 0.000 5 45 0.00013:00 - 14:00

5 45 0.000 5 45 0.000 5 45 0.00014:00 - 15:00

5 45 0.000 5 45 0.000 5 45 0.00015:00 - 16:00

5 45 0.053 5 45 0.053 5 45 0.10616:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.000 5 45 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: 0.080 0.080 0.160






the table.







Parameter summary













Page 44









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

5 45 0.000 5 45 0.013 5 45 0.01307:00 - 08:00

5 45 0.004 5 45 0.018 5 45 0.02208:00 - 09:00

5 45 0.009 5 45 0.027 5 45 0.03609:00 - 10:00

5 45 0.000 5 45 0.013 5 45 0.01310:00 - 11:00

5 45 0.004 5 45 0.027 5 45 0.03111:00 - 12:00

5 45 0.031 5 45 0.031 5 45 0.06212:00 - 13:00

5 45 0.004 5 45 0.004 5 45 0.00813:00 - 14:00

5 45 0.009 5 45 0.009 5 45 0.01814:00 - 15:00

5 45 0.013 5 45 0.004 5 45 0.01715:00 - 16:00

5 45 0.062 5 45 0.053 5 45 0.11516:00 - 17:00

5 45 0.000 5 45 0.000 5 45 0.00017:00 - 18:00

5 45 0.000 5 45 0.035 5 45 0.03518:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.136 0.234 0.370






the table.







Parameter summary













Page 48









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

5 45 0.062 5 45 0.128 5 45 0.19007:00 - 08:00

5 45 0.119 5 45 0.137 5 45 0.25608:00 - 09:00

5 45 0.164 5 45 0.186 5 45 0.35009:00 - 10:00

5 45 0.150 5 45 0.221 5 45 0.37110:00 - 11:00

5 45 0.212 5 45 0.261 5 45 0.47311:00 - 12:00

5 45 0.195 5 45 0.239 5 45 0.43412:00 - 13:00

5 45 0.270 5 45 0.159 5 45 0.42913:00 - 14:00

5 45 0.142 5 45 0.150 5 45 0.29214:00 - 15:00

5 45 0.137 5 45 0.128 5 45 0.26515:00 - 16:00

5 45 0.274 5 45 0.142 5 45 0.41616:00 - 17:00

5 45 0.124 5 45 0.177 5 45 0.30117:00 - 18:00

5 45 0.084 5 45 0.115 5 45 0.19918:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.933 2.043 3.976






the table.







Parameter summary













Page 1




Land Use : 01 - RETAIL

Category : I - SHOPPING CENTRE - LOCAL SHOPS



02 SOUTH EAST

HC HAMPSHIRE 1 days

03 SOUTH WEST

GS GLOUCESTERSHIRE 1 days

06 WEST MIDLANDS


08 NORTH WEST

CH CHESHIRE 2 days

09 NORTH



10 WALES

CF CARDIFF 1 days





Parameter: Gross floor area

Actual Range: 260 to 1840 (units: sqm)

Range Selected by User: 240 to 2500 (units: sqm)



Date Range: 01/01/07 to 24/10/13




Monday 3 days

Tuesday 3 days

Wednesday 1 days

Thursday 2 days

Friday 1 days








Selected Locations:


Edge of Town 2




Not Known.


Commercial Zone 1

Residential Zone 8

No Sub Category 1


Page 2






Use Class:

A 1 9 days




5,001 to 10,000 1 days

10,001 to 15,000 1 days

15,001 to 20,000 3 days

20,001 to 25,000 1 days

25,001 to 50,000 4 days



75,001 to 100,000 1 days

100,001 to 125,000 2 days

125,001 to 250,000 3 days

250,001 to 500,000 4 days



0.6 to 1.0 3 days

1.1 to 1.5 7 days



Petrol filling station:

Included in the survey count 0 days

Excluded from count or no filling station 10 days

This data displays the number of surveys within the selected set that include petrol filling station activity, and the number

of surveys that do not.

Travel Plan:

No 10 days




Page 3



1 CF-01-I-01 LOCAL SHOPS CARDIFF

MICHAELSTON ROAD

CARDIFF

Edge of Town

No Sub Category




CHRISTLETON ROAD

BOUGHTON HEATH

CHESTER


Residential Zone




MILL LANE

BACHE

CHESTER


Residential Zone



4 GS-01-I-01 LOCAL SHOPS GLOUCESTERSHIRE

SALISBURY AVENUE

WARDEN HILL

CHELTENHAM


Residential Zone



5 HC-01-I-02 LOCAL SHOPS HAMPSHIRE

OLIVER'S BATTERY ROAD S.

OLIVERS BATTERY

WINCHESTER


Residential Zone




ACKLAM ROAD

ACKLAM

MIDDLESBROUGH


Residential Zone




CARGO FLEET LANE

ORMESBY

MIDDLESBROUGH


Residential Zone




Page 4



8 TW-01-I-02 LOCAL SHOPS TYNE & WEAR

DURHAM ROAD

BARNES PARK

SUNDERLAND


Residential Zone




HOLYHEAD ROAD

COVENTRY


Residential Zone




MARSHALL LAKE ROAD

SHIRLEY

SOLIHULL

Edge of Town

Commercial Zone








EB-01-I-01 Development units not comparable

EX-01-I-01 Development units not comparable

LE-01-I-01 Development units not comparable

NR-01-I-01 Development units not comparable

NY-01-I-01 Development units not comparable

SH-01-I-02 Development units not comparable


Page 5


TRIP RATE for Land Use 01 - RETAIL/I - SHOPPING CENTRE - LOCAL SHOPS


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

1 540 6.667 1 540 5.926 1 540 12.59306:00 - 07:00

10 829 6.735 10 829 5.347 10 829 12.08207:00 - 08:00

10 829 13.784 10 829 13.482 10 829 27.26608:00 - 09:00

10 829 12.275 10 829 10.682 10 829 22.95709:00 - 10:00

10 829 12.203 10 829 11.044 10 829 23.24710:00 - 11:00

10 829 12.686 10 829 12.384 10 829 25.07011:00 - 12:00

10 829 14.339 10 829 14.062 10 829 28.40112:00 - 13:00

10 829 11.961 10 829 12.456 10 829 24.41713:00 - 14:00

10 829 11.660 10 829 11.841 10 829 23.50114:00 - 15:00

10 829 16.584 10 829 17.562 10 829 34.14615:00 - 16:00

10 829 12.203 10 829 12.142 10 829 24.34516:00 - 17:00

10 829 10.706 10 829 12.022 10 829 22.72817:00 - 18:00

10 829 11.696 10 829 12.625 10 829 24.32118:00 - 19:00

8 958 9.060 8 958 9.321 8 958 18.38119:00 - 20:00

7 865 7.250 7 865 8.059 7 865 15.30920:00 - 21:00

4 873 8.940 4 873 9.083 4 873 18.02321:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 178.749 178.038 356.787






the table.







Parameter summary

Trip rate parameter range selected: 260 - 1840 (units: sqm)












Page 1





Category : A - HOUSES PRIVATELY OWNED



02 SOUTH EAST

EX ESSEX 1 days

SC SURREY 1 days

WS WEST SUSSEX 1 days

03 SOUTH WEST

CW CORNWALL 1 days

04 EAST ANGLIA

NF NORFOLK 1 days

SF SUFFOLK 2 days

05 EAST MIDLANDS

LN LINCOLNSHIRE 2 days

06 WEST MIDLANDS

SH SHROPSHIRE 2 days



NE NORTH EAST LINCOLNSHIRE 2 days

NY NORTH YORKSHIRE 3 days

SY SOUTH YORKSHIRE 1 days

08 NORTH WEST

CH CHESHIRE 1 days

09 NORTH

CB CUMBRIA 1 days

10 WALES

CF CARDIFF 1 days

11 SCOTLAND

AD ABERDEEN CITY 1 days

FA FALKIRK 1 days

FI FIFE 1 days

HI HIGHLAND 1 days

SR STIRLING 1 days



Page 2










Date Range: 01/01/07 to 11/12/14




Monday 7 days

Tuesday 6 days

Wednesday 3 days

Thursday 5 days

Friday 5 days








Selected Locations:



Edge of Town 12



Not Known.


Residential Zone 21

No Sub Category 5





Use Class:

C 3 26 days




Page 3


Filtering Stage 3 selection (Cont.):


1,001 to 5,000 3 days

5,001 to 10,000 5 days

10,001 to 15,000 4 days

15,001 to 20,000 9 days

20,001 to 25,000 5 days



5,001 to 25,000 2 days

25,001 to 50,000 3 days

50,001 to 75,000 3 days

75,001 to 100,000 5 days

100,001 to 125,000 5 days

125,001 to 250,000 6 days

250,001 to 500,000 2 days



0.6 to 1.0 6 days

1.1 to 1.5 20 days



Travel Plan:

Yes 1 days

No 25 days




Page 4



1 AD-03-A-01 SEMI-DETACHED ABERDEEN CITY

SPRINGFIELD ROAD

ABERDEEN


Residential Zone



2 CB-03-A-04 SEMI DETACHED CUMBRIA

MOORCLOSE ROAD

SALTERBACK

WORKINGTON

Edge of Town

No Sub Category



3 CF-03-A-02 MIXED HOUSES CARDIFF

DROPE ROAD

CARDIFF

Edge of Town

Residential Zone



4 CH-03-A-06 SEMI-DET./BUNGALOWS CHESHIRE

CREWE ROAD

CREWE


No Sub Category



5 CW-03-A-02 SEMI D./DETATCHED CORNWALL

BOSVEAN GARDENS

TRURO


Residential Zone



6 EX-03-A-01 SEMI-DET. ESSEX

MILTON ROAD

CORRINGHAM

STANFORD-LE-HOPE

Edge of Town

Residential Zone



7 FA-03-A-02 MIXED HOUSES FALKIRK

ROSEBANK AVENUE & SPRINGFIELD DRIVE

FALKIRK


Residential Zone




Page 5



8 FI-03-A-03 MIXED HOUSES FIFE

WOODMILL ROAD

DUNFERMLINE

Edge of Town

Residential Zone



9 HI-03-A-14 SEMI-DETACHED HIGHLAND

CALEDONIAN ROAD

DALNEIGH

INVERNESS


Residential Zone




BRANT ROAD

BRACEBRIDGE

LINCOLN

Edge of Town

Residential Zone




HYKEHAM ROAD

LINCOLN


Residential Zone



12 NE-03-A-02 SEMI DETACHED & DETACHED NORTH EAST LINCOLNSHIRE

HANOVER WALK

SCUNTHORPE

Edge of Town

No Sub Category



13 NE-03-A-03 PRIVATE HOUSES NORTH EAST LINCOLNSHIRE

STATION ROAD

SCUNTHORPE

Edge of Town Centre

Residential Zone



14 NF-03-A-02 HOUSES & FLATS NORFOLK

DEREHAM ROAD

NORWICH


Residential Zone




Page 6



15 NY-03-A-06 BUNGALOWS & SEMI DET. NORTH YORKSHIRE

HORSEFAIR

BOROUGHBRIDGE


Residential Zone



16 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE

GRAMMAR SCHOOL LANE

NORTHALLERTON


Residential Zone



17 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE

BOROUGHBRIDGE ROAD

RIPON

Edge of Town

No Sub Category



18 SC-03-A-04 DETACHED & TERRACED SURREY

HIGH ROAD

BYFLEET

Edge of Town

Residential Zone



19 SF-03-A-01 SEMI DETACHED SUFFOLK

A1156 FELIXSTOWE ROAD

RACECOURSE

IPSWICH


Residential Zone



20 SF-03-A-02 SEMI DET./TERRACED SUFFOLK

STOKE PARK DRIVE

MAIDENHALL

IPSWICH

Edge of Town

Residential Zone



21 SH-03-A-04 TERRACED SHROPSHIRE

ST MICHAEL'S STREET

SHREWSBURY


No Sub Category




Page 7



22 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE

SANDCROFT

SUTTON HILL

TELFORD

Edge of Town

Residential Zone



23 SR-03-A-01 DETACHED STIRLING

BENVIEW

STIRLING


Residential Zone



24 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE

A19 BENTLEY ROAD

BENTLEY RISE

DONCASTER


Residential Zone



25 WM-03-A-03 MIXED HOUSING WEST MIDLANDS

BASELEY WAY

ROWLEYS GREEN

COVENTRY

Edge of Town

Residential Zone



26 WS-03-A-04 MIXED HOUSES WEST SUSSEX

HILLS FARM LANE

BROADBRIDGE HEATH

HORSHAM

Edge of Town

Residential Zone







Page 8









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

26 131 0.072 26 131 0.267 26 131 0.33907:00 - 08:00

26 131 0.146 26 131 0.391 26 131 0.53708:00 - 09:00

26 131 0.154 26 131 0.192 26 131 0.34609:00 - 10:00

26 131 0.137 26 131 0.172 26 131 0.30910:00 - 11:00

26 131 0.160 26 131 0.154 26 131 0.31411:00 - 12:00

26 131 0.180 26 131 0.162 26 131 0.34212:00 - 13:00

26 131 0.169 26 131 0.172 26 131 0.34113:00 - 14:00

26 131 0.171 26 131 0.180 26 131 0.35114:00 - 15:00

26 131 0.274 26 131 0.201 26 131 0.47515:00 - 16:00

26 131 0.302 26 131 0.186 26 131 0.48816:00 - 17:00

26 131 0.345 26 131 0.211 26 131 0.55617:00 - 18:00

26 131 0.246 26 131 0.190 26 131 0.43618:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.356 2.478 4.834






the table.







Parameter summary













Page 12



MULTI-MODAL TAXIS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

26 131 0.004 26 131 0.004 26 131 0.00807:00 - 08:00

26 131 0.002 26 131 0.003 26 131 0.00508:00 - 09:00

26 131 0.003 26 131 0.003 26 131 0.00609:00 - 10:00

26 131 0.003 26 131 0.003 26 131 0.00610:00 - 11:00

26 131 0.002 26 131 0.003 26 131 0.00511:00 - 12:00

26 131 0.003 26 131 0.004 26 131 0.00712:00 - 13:00

26 131 0.003 26 131 0.002 26 131 0.00513:00 - 14:00

26 131 0.004 26 131 0.003 26 131 0.00714:00 - 15:00

26 131 0.004 26 131 0.004 26 131 0.00815:00 - 16:00

26 131 0.003 26 131 0.003 26 131 0.00616:00 - 17:00

26 131 0.003 26 131 0.002 26 131 0.00517:00 - 18:00

26 131 0.003 26 131 0.003 26 131 0.00618:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.037 0.037 0.074






the table.







Parameter summary













Page 16



MULTI-MODAL OGVS






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

26 131 0.002 26 131 0.001 26 131 0.00307:00 - 08:00

26 131 0.002 26 131 0.003 26 131 0.00508:00 - 09:00

26 131 0.002 26 131 0.001 26 131 0.00309:00 - 10:00

26 131 0.002 26 131 0.003 26 131 0.00510:00 - 11:00

26 131 0.002 26 131 0.002 26 131 0.00411:00 - 12:00

26 131 0.003 26 131 0.003 26 131 0.00612:00 - 13:00

26 131 0.002 26 131 0.003 26 131 0.00513:00 - 14:00

26 131 0.001 26 131 0.002 26 131 0.00314:00 - 15:00

26 131 0.001 26 131 0.001 26 131 0.00215:00 - 16:00

26 131 0.002 26 131 0.001 26 131 0.00316:00 - 17:00

26 131 0.000 26 131 0.001 26 131 0.00117:00 - 18:00

26 131 0.000 26 131 0.000 26 131 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: 0.019 0.021 0.040






the table.







Parameter summary













Page 20



MULTI-MODAL PSVS






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

26 131 0.000 26 131 0.000 26 131 0.00007:00 - 08:00

26 131 0.001 26 131 0.001 26 131 0.00208:00 - 09:00

26 131 0.000 26 131 0.000 26 131 0.00009:00 - 10:00

26 131 0.000 26 131 0.000 26 131 0.00010:00 - 11:00

26 131 0.001 26 131 0.001 26 131 0.00211:00 - 12:00

26 131 0.000 26 131 0.000 26 131 0.00012:00 - 13:00

26 131 0.000 26 131 0.000 26 131 0.00013:00 - 14:00

26 131 0.000 26 131 0.000 26 131 0.00014:00 - 15:00

26 131 0.000 26 131 0.000 26 131 0.00015:00 - 16:00

26 131 0.000 26 131 0.000 26 131 0.00016:00 - 17:00

26 131 0.000 26 131 0.000 26 131 0.00017:00 - 18:00

26 131 0.000 26 131 0.000 26 131 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: 0.002 0.002 0.004






the table.







Parameter summary













Page 24









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

26 131 0.006 26 131 0.013 26 131 0.01907:00 - 08:00

26 131 0.004 26 131 0.020 26 131 0.02408:00 - 09:00

26 131 0.004 26 131 0.004 26 131 0.00809:00 - 10:00

26 131 0.003 26 131 0.006 26 131 0.00910:00 - 11:00

26 131 0.004 26 131 0.003 26 131 0.00711:00 - 12:00

26 131 0.005 26 131 0.006 26 131 0.01112:00 - 13:00

26 131 0.005 26 131 0.004 26 131 0.00913:00 - 14:00

26 131 0.006 26 131 0.005 26 131 0.01114:00 - 15:00

26 131 0.018 26 131 0.011 26 131 0.02915:00 - 16:00

26 131 0.015 26 131 0.012 26 131 0.02716:00 - 17:00

26 131 0.016 26 131 0.010 26 131 0.02617:00 - 18:00

26 131 0.012 26 131 0.006 26 131 0.01818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.098 0.100 0.198






the table.







Parameter summary













Page 28









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

26 131 0.084 26 131 0.325 26 131 0.40907:00 - 08:00

26 131 0.179 26 131 0.585 26 131 0.76408:00 - 09:00

26 131 0.187 26 131 0.255 26 131 0.44209:00 - 10:00

26 131 0.172 26 131 0.221 26 131 0.39310:00 - 11:00

26 131 0.202 26 131 0.200 26 131 0.40211:00 - 12:00

26 131 0.230 26 131 0.208 26 131 0.43812:00 - 13:00

26 131 0.217 26 131 0.226 26 131 0.44313:00 - 14:00

26 131 0.218 26 131 0.235 26 131 0.45314:00 - 15:00

26 131 0.423 26 131 0.270 26 131 0.69315:00 - 16:00

26 131 0.424 26 131 0.260 26 131 0.68416:00 - 17:00

26 131 0.460 26 131 0.288 26 131 0.74817:00 - 18:00

26 131 0.328 26 131 0.272 26 131 0.60018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 3.124 3.345 6.469






the table.







Parameter summary













Page 32









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

26 131 0.028 26 131 0.064 26 131 0.09207:00 - 08:00

26 131 0.039 26 131 0.153 26 131 0.19208:00 - 09:00

26 131 0.047 26 131 0.058 26 131 0.10509:00 - 10:00

26 131 0.041 26 131 0.044 26 131 0.08510:00 - 11:00

26 131 0.036 26 131 0.041 26 131 0.07711:00 - 12:00

26 131 0.036 26 131 0.032 26 131 0.06812:00 - 13:00

26 131 0.031 26 131 0.043 26 131 0.07413:00 - 14:00

26 131 0.051 26 131 0.052 26 131 0.10314:00 - 15:00

26 131 0.146 26 131 0.075 26 131 0.22115:00 - 16:00

26 131 0.091 26 131 0.054 26 131 0.14516:00 - 17:00

26 131 0.075 26 131 0.054 26 131 0.12917:00 - 18:00

26 131 0.065 26 131 0.052 26 131 0.11718:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.686 0.722 1.408






the table.







Parameter summary













Page 36









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

26 131 0.001 26 131 0.008 26 131 0.00907:00 - 08:00

26 131 0.002 26 131 0.012 26 131 0.01408:00 - 09:00

26 131 0.002 26 131 0.008 26 131 0.01009:00 - 10:00

26 131 0.003 26 131 0.005 26 131 0.00810:00 - 11:00

26 131 0.004 26 131 0.006 26 131 0.01011:00 - 12:00

26 131 0.006 26 131 0.009 26 131 0.01512:00 - 13:00

26 131 0.006 26 131 0.004 26 131 0.01013:00 - 14:00

26 131 0.005 26 131 0.003 26 131 0.00814:00 - 15:00

26 131 0.006 26 131 0.005 26 131 0.01115:00 - 16:00

26 131 0.009 26 131 0.003 26 131 0.01216:00 - 17:00

26 131 0.015 26 131 0.006 26 131 0.02117:00 - 18:00

26 131 0.006 26 131 0.000 26 131 0.00618:00 - 19:00

1 73 0.000 1 73 0.000 1 73 0.00019:00 - 20:00

1 73 0.000 1 73 0.000 1 73 0.00020:00 - 21:00

1 73 0.000 1 73 0.000 1 73 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.065 0.069 0.134






the table.







Parameter summary













Page 40









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

26 131 0.000 26 131 0.001 26 131 0.00107:00 - 08:00

26 131 0.000 26 131 0.001 26 131 0.00108:00 - 09:00

26 131 0.000 26 131 0.001 26 131 0.00109:00 - 10:00

26 131 0.000 26 131 0.000 26 131 0.00010:00 - 11:00

26 131 0.000 26 131 0.000 26 131 0.00011:00 - 12:00

26 131 0.000 26 131 0.000 26 131 0.00012:00 - 13:00

26 131 0.000 26 131 0.000 26 131 0.00013:00 - 14:00

26 131 0.000 26 131 0.000 26 131 0.00014:00 - 15:00

26 131 0.000 26 131 0.001 26 131 0.00115:00 - 16:00

26 131 0.000 26 131 0.000 26 131 0.00016:00 - 17:00

26 131 0.001 26 131 0.000 26 131 0.00117:00 - 18:00

26 131 0.001 26 131 0.000 26 131 0.00118:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.002 0.004 0.006






the table.







Parameter summary













Page 44









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

26 131 0.000 26 131 0.000 26 131 0.00007:00 - 08:00

26 131 0.000 26 131 0.002 26 131 0.00208:00 - 09:00

26 131 0.000 26 131 0.000 26 131 0.00009:00 - 10:00

26 131 0.000 26 131 0.000 26 131 0.00010:00 - 11:00

26 131 0.001 26 131 0.000 26 131 0.00111:00 - 12:00

26 131 0.000 26 131 0.000 26 131 0.00012:00 - 13:00

26 131 0.000 26 131 0.000 26 131 0.00013:00 - 14:00

26 131 0.000 26 131 0.000 26 131 0.00014:00 - 15:00

26 131 0.000 26 131 0.000 26 131 0.00015:00 - 16:00

26 131 0.000 26 131 0.000 26 131 0.00016:00 - 17:00

26 131 0.000 26 131 0.000 26 131 0.00017:00 - 18:00

26 131 0.001 26 131 0.000 26 131 0.00118:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.002 0.002 0.004






the table.







Parameter summary













Page 48









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

26 131 0.001 26 131 0.009 26 131 0.01007:00 - 08:00

26 131 0.002 26 131 0.016 26 131 0.01808:00 - 09:00

26 131 0.002 26 131 0.008 26 131 0.01009:00 - 10:00

26 131 0.003 26 131 0.005 26 131 0.00810:00 - 11:00

26 131 0.005 26 131 0.006 26 131 0.01111:00 - 12:00

26 131 0.006 26 131 0.009 26 131 0.01512:00 - 13:00

26 131 0.006 26 131 0.004 26 131 0.01013:00 - 14:00

26 131 0.005 26 131 0.003 26 131 0.00814:00 - 15:00

26 131 0.006 26 131 0.006 26 131 0.01215:00 - 16:00

26 131 0.009 26 131 0.003 26 131 0.01216:00 - 17:00

26 131 0.016 26 131 0.006 26 131 0.02217:00 - 18:00

26 131 0.008 26 131 0.000 26 131 0.00818:00 - 19:00

1 73 0.000 1 73 0.000 1 73 0.00019:00 - 20:00

1 73 0.000 1 73 0.000 1 73 0.00020:00 - 21:00

1 73 0.000 1 73 0.000 1 73 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.069 0.075 0.144






the table.







Parameter summary













Page 52









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

26 131 0.118 26 131 0.412 26 131 0.53007:00 - 08:00

26 131 0.225 26 131 0.774 26 131 0.99908:00 - 09:00

26 131 0.239 26 131 0.326 26 131 0.56509:00 - 10:00

26 131 0.219 26 131 0.276 26 131 0.49510:00 - 11:00

26 131 0.247 26 131 0.251 26 131 0.49811:00 - 12:00

26 131 0.277 26 131 0.255 26 131 0.53212:00 - 13:00

26 131 0.259 26 131 0.277 26 131 0.53613:00 - 14:00

26 131 0.281 26 131 0.295 26 131 0.57614:00 - 15:00

26 131 0.593 26 131 0.361 26 131 0.95415:00 - 16:00

26 131 0.539 26 131 0.328 26 131 0.86716:00 - 17:00

26 131 0.567 26 131 0.357 26 131 0.92417:00 - 18:00

26 131 0.413 26 131 0.331 26 131 0.74418:00 - 19:00

1 73 0.000 1 73 0.000 1 73 0.00019:00 - 20:00

1 73 0.000 1 73 0.000 1 73 0.00020:00 - 21:00

1 73 0.000 1 73 0.000 1 73 0.00021:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 3.977 4.243 8.220






the table.







Parameter summary













Page 1





Category : C - FLATS PRIVATELY OWNED



02 SOUTH EAST

EX ESSEX 1 days

HF HERTFORDSHIRE 1 days

SC SURREY 2 days

03 SOUTH WEST

BR BRISTOL CITY 1 days

04 EAST ANGLIA


06 WEST MIDLANDS

ST STAFFORDSHIRE 1 days



RI EAST RIDING OF YORKSHIRE 1 days

08 NORTH WEST

CH CHESHIRE 1 days

09 NORTH


10 WALES

FS FLINTSHIRE 1 days










Date Range: 01/01/07 to 13/05/14




Monday 4 days

Tuesday 3 days

Wednesday 4 days

Friday 2 days








Selected Locations:



Edge of Town 1



Not Known.


Residential Zone 7

Built-Up Zone 2

No Sub Category 4


Page 2






Use Class:

C 3 13 days




10,001 to 15,000 4 days

15,001 to 20,000 1 days

20,001 to 25,000 2 days

25,001 to 50,000 6 days



50,001 to 75,000 2 days

125,001 to 250,000 5 days

250,001 to 500,000 6 days



0.6 to 1.0 2 days

1.1 to 1.5 11 days



Travel Plan:

No 13 days




Page 3



1 BR-03-C-01 FLATS & TERRACED BRISTOL CITY

CLARENCE ROAD

BRISTOL


Residential Zone



2 CA-03-C-02 BLOCK OF FLATS CAMBRIDGESHIRE

WESTFIELD ROAD

NETHERTON

PETERBOROUGH


No Sub Category



3 CH-03-C-01 BLOCKS OF FLATS CHESHIRE

NEW CRANE STREET

CHESTER

Edge of Town Centre

Residential Zone



4 EX-03-C-02 BLOCK OF FLATS ESSEX

WESTCLIFF PARADE

W E S T C L I F F

SOUTHEND-ON-SEA

Edge of Town Centre

Residential Zone



5 FS-03-C-01 BLOCK OF FLATS FLINTSHIRE

WREXHAM STREET

MOLD

Edge of Town Centre

Built-Up Zone



6 HF-03-C-02 FLATS HERTFORDSHIRE

BRIDGE ROAD EAST

WELWYN GARDEN CITY


No Sub Category



7 RI-03-C-01 FLATS EAST RIDING OF YORKSHIRE

465 PRIORY ROAD

HULL

Edge of Town

Residential Zone




Page 4




HEATHCOTE ROAD

CAMBERLEY

Edge of Town Centre

Residential Zone




CONSTITUTION HILL

WOKING


Built-Up Zone



10 ST-03-C-01 BLOCKS OF FLATS STAFFORDSHIRE

ETRURIA COURT

HUMBERT ROAD

STOKE-ON-TRENT


No Sub Category



11 TV-03-C-01 APARTMENTS BLOCKS TEES VALLEY

OXFORD ROAD

LINTHORPE

MIDDLESBROUGH


Residential Zone



12 TV-03-C-02 FLATS TEES VALLEY

ACKLAM ROAD

LINTHORPE

MIDDLESBROUGH


Residential Zone



13 WM-03-C-03 FLATS WEST MIDLANDS

LODE LANE

SOLIHULL

Edge of Town Centre

No Sub Category








DB-03-C-01 Too few units

DC-03-C-01 Too few units

DC-03-C-02 too few units

DS-03-C-01 too few units

EX-03-C-01 too few units

HC-03-C-02 too few units

NR-03-C-01 too few units

OX-03-C-01 too few units


Page 5









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

13 67 0.027 13 67 0.147 13 67 0.17407:00 - 08:00

13 67 0.073 13 67 0.256 13 67 0.32908:00 - 09:00

13 67 0.071 13 67 0.097 13 67 0.16809:00 - 10:00

13 67 0.088 13 67 0.095 13 67 0.18310:00 - 11:00

13 67 0.073 13 67 0.081 13 67 0.15411:00 - 12:00

13 67 0.094 13 67 0.103 13 67 0.19712:00 - 13:00

13 67 0.110 13 67 0.111 13 67 0.22113:00 - 14:00

13 67 0.099 13 67 0.104 13 67 0.20314:00 - 15:00

13 67 0.119 13 67 0.091 13 67 0.21015:00 - 16:00

13 67 0.135 13 67 0.096 13 67 0.23116:00 - 17:00

13 67 0.239 13 67 0.118 13 67 0.35717:00 - 18:00

13 67 0.179 13 67 0.104 13 67 0.28318:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.307 1.403 2.710






the table.







Parameter summary













Page 9



MULTI-MODAL TAXIS






00:00 - 01:00

01:00 - 02:00

02:00 - 03:00

03:00 - 04:00

04:00 - 05:00

05:00 - 06:00

06:00 - 07:00

13 67 0.005 13 67 0.005 13 67 0.01007:00 - 08:00

13 67 0.003 13 67 0.003 13 67 0.00608:00 - 09:00

13 67 0.002 13 67 0.002 13 67 0.00409:00 - 10:00

13 67 0.002 13 67 0.002 13 67 0.00410:00 - 11:00

13 67 0.002 13 67 0.002 13 67 0.00411:00 - 12:00

13 67 0.002 13 67 0.002 13 67 0.00412:00 - 13:00

13 67 0.002 13 67 0.002 13 67 0.00413:00 - 14:00

13 67 0.006 13 67 0.005 13 67 0.01114:00 - 15:00

13 67 0.000 13 67 0.001 13 67 0.00115:00 - 16:00

13 67 0.001 13 67 0.002 13 67 0.00316:00 - 17:00

13 67 0.005 13 67 0.005 13 67 0.01017:00 - 18:00

13 67 0.005 13 67 0.005 13 67 0.01018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.035 0.036 0.071






the table.







Parameter summary













Page 13



MULTI-MODAL OGVS






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

13 67 0.000 13 67 0.000 13 67 0.00007:00 - 08:00

13 67 0.001 13 67 0.001 13 67 0.00208:00 - 09:00

13 67 0.000 13 67 0.000 13 67 0.00009:00 - 10:00

13 67 0.001 13 67 0.001 13 67 0.00210:00 - 11:00

13 67 0.005 13 67 0.003 13 67 0.00811:00 - 12:00

13 67 0.001 13 67 0.002 13 67 0.00312:00 - 13:00

13 67 0.001 13 67 0.001 13 67 0.00213:00 - 14:00

13 67 0.002 13 67 0.000 13 67 0.00214:00 - 15:00

13 67 0.001 13 67 0.002 13 67 0.00315:00 - 16:00

13 67 0.002 13 67 0.002 13 67 0.00416:00 - 17:00

13 67 0.000 13 67 0.000 13 67 0.00017:00 - 18:00

13 67 0.001 13 67 0.000 13 67 0.00118:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.015 0.012 0.027






the table.







Parameter summary













Page 17



MULTI-MODAL PSVS






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

13 67 0.000 13 67 0.000 13 67 0.00007:00 - 08:00

13 67 0.000 13 67 0.000 13 67 0.00008:00 - 09:00

13 67 0.000 13 67 0.000 13 67 0.00009:00 - 10:00

13 67 0.000 13 67 0.000 13 67 0.00010:00 - 11:00

13 67 0.000 13 67 0.000 13 67 0.00011:00 - 12:00

13 67 0.000 13 67 0.000 13 67 0.00012:00 - 13:00

13 67 0.000 13 67 0.000 13 67 0.00013:00 - 14:00

13 67 0.000 13 67 0.000 13 67 0.00014:00 - 15:00

13 67 0.000 13 67 0.000 13 67 0.00015:00 - 16:00

13 67 0.000 13 67 0.000 13 67 0.00016:00 - 17:00

13 67 0.000 13 67 0.000 13 67 0.00017:00 - 18:00

13 67 0.000 13 67 0.000 13 67 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: 0.000 0.000 0.000






the table.







Parameter summary













Page 21









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

13 67 0.002 13 67 0.007 13 67 0.00907:00 - 08:00

13 67 0.001 13 67 0.008 13 67 0.00908:00 - 09:00

13 67 0.001 13 67 0.003 13 67 0.00409:00 - 10:00

13 67 0.003 13 67 0.006 13 67 0.00910:00 - 11:00

13 67 0.003 13 67 0.007 13 67 0.01011:00 - 12:00

13 67 0.005 13 67 0.005 13 67 0.01012:00 - 13:00

13 67 0.006 13 67 0.006 13 67 0.01213:00 - 14:00

13 67 0.005 13 67 0.007 13 67 0.01214:00 - 15:00

13 67 0.007 13 67 0.005 13 67 0.01215:00 - 16:00

13 67 0.009 13 67 0.006 13 67 0.01516:00 - 17:00

13 67 0.006 13 67 0.002 13 67 0.00817:00 - 18:00

13 67 0.008 13 67 0.000 13 67 0.00818:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.056 0.062 0.118






the table.







Parameter summary













Page 25









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

13 67 0.029 13 67 0.178 13 67 0.20707:00 - 08:00

13 67 0.078 13 67 0.323 13 67 0.40108:00 - 09:00

13 67 0.090 13 67 0.128 13 67 0.21809:00 - 10:00

13 67 0.120 13 67 0.125 13 67 0.24510:00 - 11:00

13 67 0.090 13 67 0.114 13 67 0.20411:00 - 12:00

13 67 0.120 13 67 0.135 13 67 0.25512:00 - 13:00

13 67 0.142 13 67 0.142 13 67 0.28413:00 - 14:00

13 67 0.117 13 67 0.134 13 67 0.25114:00 - 15:00

13 67 0.190 13 67 0.134 13 67 0.32415:00 - 16:00

13 67 0.175 13 67 0.123 13 67 0.29816:00 - 17:00

13 67 0.296 13 67 0.160 13 67 0.45617:00 - 18:00

13 67 0.222 13 67 0.138 13 67 0.36018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 1.669 1.834 3.503






the table.







Parameter summary













Page 29









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

13 67 0.018 13 67 0.064 13 67 0.08207:00 - 08:00

13 67 0.024 13 67 0.104 13 67 0.12808:00 - 09:00

13 67 0.027 13 67 0.050 13 67 0.07709:00 - 10:00

13 67 0.045 13 67 0.045 13 67 0.09010:00 - 11:00

13 67 0.033 13 67 0.063 13 67 0.09611:00 - 12:00

13 67 0.058 13 67 0.062 13 67 0.12012:00 - 13:00

13 67 0.047 13 67 0.039 13 67 0.08613:00 - 14:00

13 67 0.038 13 67 0.051 13 67 0.08914:00 - 15:00

13 67 0.074 13 67 0.037 13 67 0.11115:00 - 16:00

13 67 0.075 13 67 0.045 13 67 0.12016:00 - 17:00

13 67 0.102 13 67 0.047 13 67 0.14917:00 - 18:00

13 67 0.062 13 67 0.047 13 67 0.10918:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.603 0.654 1.257






the table.







Parameter summary













Page 33









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

13 67 0.001 13 67 0.010 13 67 0.01107:00 - 08:00

13 67 0.000 13 67 0.016 13 67 0.01608:00 - 09:00

13 67 0.000 13 67 0.002 13 67 0.00209:00 - 10:00

13 67 0.000 13 67 0.003 13 67 0.00310:00 - 11:00

13 67 0.000 13 67 0.002 13 67 0.00211:00 - 12:00

13 67 0.005 13 67 0.001 13 67 0.00612:00 - 13:00

13 67 0.001 13 67 0.002 13 67 0.00313:00 - 14:00

13 67 0.000 13 67 0.000 13 67 0.00014:00 - 15:00

13 67 0.008 13 67 0.001 13 67 0.00915:00 - 16:00

13 67 0.011 13 67 0.003 13 67 0.01416:00 - 17:00

13 67 0.011 13 67 0.000 13 67 0.01117:00 - 18:00

13 67 0.001 13 67 0.001 13 67 0.00218:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.038 0.041 0.079






the table.







Parameter summary













Page 37









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

13 67 0.000 13 67 0.017 13 67 0.01707:00 - 08:00

13 67 0.001 13 67 0.029 13 67 0.03008:00 - 09:00

13 67 0.000 13 67 0.005 13 67 0.00509:00 - 10:00

13 67 0.001 13 67 0.003 13 67 0.00410:00 - 11:00

13 67 0.000 13 67 0.001 13 67 0.00111:00 - 12:00

13 67 0.000 13 67 0.000 13 67 0.00012:00 - 13:00

13 67 0.000 13 67 0.003 13 67 0.00313:00 - 14:00

13 67 0.000 13 67 0.000 13 67 0.00014:00 - 15:00

13 67 0.002 13 67 0.000 13 67 0.00215:00 - 16:00

13 67 0.001 13 67 0.001 13 67 0.00216:00 - 17:00

13 67 0.003 13 67 0.000 13 67 0.00317:00 - 18:00

13 67 0.021 13 67 0.001 13 67 0.02218:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.029 0.060 0.089






the table.







Parameter summary













Page 41









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

13 67 0.000 13 67 0.000 13 67 0.00007:00 - 08:00

13 67 0.000 13 67 0.000 13 67 0.00008:00 - 09:00

13 67 0.000 13 67 0.000 13 67 0.00009:00 - 10:00

13 67 0.000 13 67 0.000 13 67 0.00010:00 - 11:00

13 67 0.000 13 67 0.000 13 67 0.00011:00 - 12:00

13 67 0.000 13 67 0.000 13 67 0.00012:00 - 13:00

13 67 0.000 13 67 0.000 13 67 0.00013:00 - 14:00

13 67 0.000 13 67 0.000 13 67 0.00014:00 - 15:00

13 67 0.000 13 67 0.000 13 67 0.00015:00 - 16:00

13 67 0.000 13 67 0.000 13 67 0.00016:00 - 17:00

13 67 0.000 13 67 0.000 13 67 0.00017:00 - 18:00

13 67 0.000 13 67 0.000 13 67 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: 0.000 0.000 0.000






the table.







Parameter summary













Page 45









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

13 67 0.001 13 67 0.027 13 67 0.02807:00 - 08:00

13 67 0.001 13 67 0.045 13 67 0.04608:00 - 09:00

13 67 0.000 13 67 0.007 13 67 0.00709:00 - 10:00

13 67 0.001 13 67 0.007 13 67 0.00810:00 - 11:00

13 67 0.000 13 67 0.003 13 67 0.00311:00 - 12:00

13 67 0.005 13 67 0.001 13 67 0.00612:00 - 13:00

13 67 0.001 13 67 0.006 13 67 0.00713:00 - 14:00

13 67 0.000 13 67 0.000 13 67 0.00014:00 - 15:00

13 67 0.010 13 67 0.001 13 67 0.01115:00 - 16:00

13 67 0.013 13 67 0.005 13 67 0.01816:00 - 17:00

13 67 0.015 13 67 0.000 13 67 0.01517:00 - 18:00

13 67 0.022 13 67 0.002 13 67 0.02418:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 0.069 0.104 0.173






the table.







Parameter summary













Page 49









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

13 67 0.050 13 67 0.277 13 67 0.32707:00 - 08:00

13 67 0.104 13 67 0.480 13 67 0.58408:00 - 09:00

13 67 0.119 13 67 0.189 13 67 0.30809:00 - 10:00

13 67 0.169 13 67 0.182 13 67 0.35110:00 - 11:00

13 67 0.127 13 67 0.187 13 67 0.31411:00 - 12:00

13 67 0.187 13 67 0.202 13 67 0.38912:00 - 13:00

13 67 0.195 13 67 0.192 13 67 0.38713:00 - 14:00

13 67 0.159 13 67 0.192 13 67 0.35114:00 - 15:00

13 67 0.281 13 67 0.176 13 67 0.45715:00 - 16:00

13 67 0.272 13 67 0.178 13 67 0.45016:00 - 17:00

13 67 0.418 13 67 0.209 13 67 0.62717:00 - 18:00

13 67 0.313 13 67 0.187 13 67 0.50018:00 - 19:00

19:00 - 20:00

20:00 - 21:00

21:00 - 22:00

22:00 - 23:00

23:00 - 24:00

Total Rates: 2.394 2.651 5.045






the table.







Parameter summary












Appendix H

8%

20% 8%12%

20%

12%

20%

20%80%

80%

ArrivalsDepartures

80%

80%

80%

80%

#####

73% 7%

73% 5%5%

7%5%

2%5% 12%

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn


Percentage Distribution - Private Houses

AM and PM Peak

Lo

wry

Ro

ad




8.3%

12% 8%49% 12%

12%8%

49% 20%

12%

49% 12%

49%12%

ArrivalsDepartures

49% 12%

49%31%

80% 12%31%

80%

#####

73% 7%

73% 5%5%

7%5%

2%5% 12%





Percentage Distribution - Private Flats

AM and PM Peak

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn

8%

8%29% 8%

17%

29% 17%

8%

29%

29%

29%

ArrivalsDepartures

29%

29%

29%

29%

29%

8%

29% 46% 8%

29% 46% 8%44%

8%46%

8% 8%

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn


Percentage Distribution - Retail

AM and PM Peak

Lo

wry

Ro

ad




Appendix I

82 485

5242

41 296

88 0

1031

00

77 448

66 32

7781 46

178

25167

31 308

Wh

itbu

rn R

oa

d

Service Access

Igloo - Seaburn

Lowry Road

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

1010618

Seafields



Survey Flows 31st March 2015

AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad

150 306

21277

75 342

271 1

2997

34

39 345

201 84

74207 30142

124106

32 385

Igloo - Seaburn

Lowry Road

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

1010618

Survey Flows 31st March 2015

PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

Seafields


Service Access


85 50075 44

55 5352 43

11215

42 305

1.031

90 0

0 10611 1

090 0

0

1 107

79 461

68 33

7983 47

183

25172

31 318




Wh

itbu

rn R

oa

d

Lowry Road

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

1010618

Igloo - Seaburn


Base Flows 2018

AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad

155 316199 258

272 21940 79

15181

77 353

1.032

280 1

0 30810 7

0284 3

4

25 316

40 356

207 87

76213 31147

128109

33 397




Wh

itbu

rn R

oa

d

Lowry Road

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

1010618

Igloo - Seaburn


Base Flows 2018

PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad

1

9 45

2

1

2

934

10


34

10

34

10

0 5

31 3

09 2

2

11

01 1


Dykelands Road


Dykelands Road


Development Flows - Private Houses

AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn

3

4 22

6

4

6

416

25


16

25

16

25

2

15 1

23 11

22

12 4


Dykelands Road


Dykelands Road


Development Flows - Private Houses

PM Peak (17:15 - 18:15)

Low

ry R

oad

Whi

tbur

n R

oad

Lowry Road

Whi

tbur

n R

oad

Low

ry R

oad

1010618

Igloo - Seaburn

1

7 57 6

21

27 0 11

2

29

14


27 2

74

044 7

17

11

6

40 4

10 34

11

01 2

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn


Development Flows - Private Flats

AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad




4

223 3

64

13 5

6

19

27


13 6

2315

22 38

38

3

20 2

35 11

32

12 6

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn


Development Flows - Private Flats

PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad




9

932 9

18

31 18

9

0 31

32


31

32

31

32

9

31 0 48 9

032 49 947

948

29 9

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn



AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad




7

825 8

14

27 0 16

7

27

25


27

25

27

25

8

27 0 43 8

25 38 837

0 7

07 7

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn



PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad




11 00 0 0

015 1738 20

04

19

58 0 29

12 0

2 60

934

10 45

92 2

484

0109 7

17

0 52

0 20

102 7 48 9

050 49 1447 6

2 948 1

310 12




Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn



PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad

14 00 0 0

04 12

48 13

01218

41 0 21

16 0

6 47

416

25 51

57 6

7315

065 3

8

0 88

0 13

62 5 43 8

082 38 1037 2

5 70 4

111 16




Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn



PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad

1

04 1

2

2 1

1

0 2

4


2

4

2

4

1

2 0 3 1

04 6 16

13

01 1




Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn


Development Flows - Public Car Park

AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad

2

28 2

4

7 0 4

2

7

8


7

8

7

8

2

7 0 11 2

8 12 211

0 2

02 2




Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn


Development Flows - Public Car Park

PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad

97 50075 0 44

5567 7142 64

1121922

60 0 30

56 305

2 151

934

10 155

184 2

0 15811 5

0201 7

17

1 164

79 482

172 40 51 9

79138 56 62236 221

27 10223 112

343 331

Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn



AM Peak (08:00 - 09:00)

Lo

wry

Ro

ad




170 316199 0 258

27244 23356 94

1519422

48 0 25

96 353

6 334

416

25 370

343 7

0 38910 22

0356 6

13

25 411

40 371

276 92 54 10

76303 50 43195 236

133 9109 77

146 415




Wh

itbu

rn R

oa

d

Lowry Road

Wh

itbu

rn R

oa

d

Lo

wry

Ro

ad

1010618

Igloo - Seaburn



PM Peak (17:15 - 18:15)

Lo

wry

Ro

ad

Appendix J

Filename: Whitburn Road - Lowry Road.j9 Path: \\cjp.co.uk\global\Projects\1010000\1010618 - Igloo - Seaburn\Cundall Docs\Calculations\Transportation\Junction analysis Report generation date: 04/05/2016 16:11:20

»Base 2018, AM »Base 2018, PM »Base 2018 + Proposed, AM »Base 2018 + Proposed, PM

Summary of junction performance

Junctions 9ARCADY 9 - Roundabout Module

Version: 9.0.0.4211 []

© Copyright TRL Limited, 2016

For sales and distribution information, program advice and maintenance, contact TRL:

Tel: +44 (0)1344 770758 email: [email protected] Web: http://www.trlsoftware.co.uk

The users of this computer program for the solution of an engineering problem are in no way relieved of their responsibility for the correctness of the solution

AM PM


Base 2018


2 - Lowry Road 0.1 3.88 0.10 0.5 5.33 0.33




2 - Lowry Road 0.2 4.07 0.14 0.6 5.59 0.36


Values shown are the highest values encountered over all time segments. Delay is the maximum value of average delay per arriving vehicle.

File summary

File Description

Title (untitled)

Location

Site number

Date 10/12/2015

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator CJP"a.dryden

Description

Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)

1

mailto:[email protected]

http://www.trlsoftware.co.uk/

Units

Analysis Options

Demand Set Summary

Distance units Speed units Traffic units input Traffic units results Flow units Average delay units Total delay units Rate of delay units

m kph PCU PCU perHour s -Min perMin

Vehicle length (m)

Calculate Queue Percentiles

Calculate detailed queueing delay

Calculate residual capacity

RFC Threshold

Average Delay threshold (s)

Queue threshold (PCU)

5.75 0.85 36.00 20.00

Scenario nameTime Period

nameTraffic profile

typeModel start time

(HH:mm)Model finish time

(HH:mm)Time segment length

(min)Run

automatically

Base 2018 AM ONE HOUR 07:45 09:15 15 ü

Base 2018 PM ONE HOUR 17:00 18:30 15 ü

Base 2018 +

ProposedAM ONE HOUR 07:45 09:15 15 ü

Base 2018 +

ProposedPM ONE HOUR 17:00 18:30 15 ü


2

Base 2018, AM

Data Errors and Warnings No errors or warnings

Analysis Set Details

Junction Network

Junctions

Junction Network Options

Arms

Arms

Capacity Options

Roundabout Geometry

ID Include in report Network flow scaling factor (%) Network capacity scaling factor (%)

A1 ü 100.000 100.000

Junction Name Junction Type Arm order Junction Delay (s) Junction LOS

1 - untitled untitled Standard Roundabout 1,2,3 3.39 A

Driving side Lighting

Left Normal/unknown

Arm Name Description

1 Whitburn Road (south)

2 Lowry Road

3 Whitburn Road (north)

Arm Minimum capacity (PCU/hr) Maximum capacity (PCU/hr) Assume flat start profile Initial queue (PCU)

1 - Whitburn Road (south) 0.00 99999.00 0.00

2 - Lowry Road 0.00 99999.00 0.00

3 - Whitburn Road (north) 0.00 99999.00 0.00

ArmV - Approach road half-

width (m)E - Entry width (m)

l' - Effective flare length (m)

R - Entry radius (m)

D - Inscribed circle diameter (m)

PHI - Conflict (entry) angle (deg)

Exit only

1 - Whitburn Road

(south)3.71 7.77 14.5 17.6 28.5 31.5

2 - Lowry Road 3.63 4.69 2.5 15.0 28.4 29.0

3 - Whitburn Road

(north)5.36 7.09 6.8 15.5 28.5 66.0


3

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model

The slope and intercept shown above include any corrections and adjustments.

Traffic Demand

Demand Set Details

Demand overview (Traffic)

Origin-Destination Data

Vehicle Mix

Arm Final slope Final intercept (PCU/hr)

1 - Whitburn Road (south) 0.666 1751.908

2 - Lowry Road 0.557 1220.308

3 - Whitburn Road (north) 0.605 1646.436

IDScenario

nameTime Period

nameTraffic profile




(min)Run

automatically

D1 Base 2018 AM ONE HOUR 07:45 09:15 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU)

ü ü HV Percentages 2.00

Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%)

1 - Whitburn Road (south) ONE HOUR ü 347.00 100.000

2 - Lowry Road ONE HOUR ü 96.00 100.000

3 - Whitburn Road (north) ONE HOUR ü 585.00 100.000

Demand (PCU/hr)

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0.000 42.000 305.000

2 - Lowry

Road 43.000 0.000 53.000

3 - Whitburn

Road

(north) 500.000 85.000 0.000

Proportions

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0.00 0.12 0.88

2 - Lowry

Road 0.45 0.00 0.55

3 - Whitburn

Road

(north) 0.85 0.15 0.00


4

Results

Results Summary for whole modelled period

Main Results for each time segment

Main results: (07:45-08:00)


Heavy Vehicle proportion

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0 0 0

2 - Lowry

Road 0 0 0

3 - Whitburn

Road

(north) 0 0 0

Average PCU Per Veh

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 1.000 1.000 1.000

2 - Lowry

Road 1.000 1.000 1.000

3 - Whitburn

Road

(north) 1.000 1.000 1.000

Arm Max RFC Max delay (s) Max Queue (PCU) Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU)

1 - Whitburn Road (south) 0.23 2.75 0.3 A 318.41 477.62

2 - Lowry Road 0.10 3.88 0.1 A 88.09 132.14

3 - Whitburn Road (north) 0.40 3.70 0.7 A 536.81 805.21

ArmTotal

Demand (PCU/hr)

Junction Arrivals (PCU)

Circulating flow (PCU/hr)

Capacity (PCU/hr)

RFCThroughput

(PCU/hr)Throughput (exit

side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)261.24 65.31 63.78 1709.42 0.153 260.52 407.41 0.0 0.2 2.483 A

2 - Lowry

Road72.27 18.07 228.99 1092.75 0.066 71.99 95.31 0.0 0.1 3.526 A

3 - Whitburn

Road (north)440.42 110.10 32.25 1626.92 0.271 438.94 268.73 0.0 0.4 3.026 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)311.95 77.99 76.35 1701.04 0.183 311.77 487.75 0.2 0.2 2.591 A

2 - Lowry

Road86.30 21.58 274.03 1067.66 0.081 86.23 114.09 0.1 0.1 3.667 A

3 - Whitburn

Road (north)525.90 131.48 38.63 1623.06 0.324 525.47 321.64 0.4 0.5 3.277 A


5





ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)382.05 95.51 93.48 1689.62 0.226 381.79 597.19 0.2 0.3 2.752 A

2 - Lowry

Road105.70 26.42 335.57 1033.38 0.102 105.59 139.69 0.1 0.1 3.880 A

3 - Whitburn

Road (north)644.10 161.02 47.30 1617.81 0.398 643.38 393.87 0.5 0.7 3.693 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)382.05 95.51 93.59 1689.56 0.226 382.05 597.85 0.3 0.3 2.752 A

2 - Lowry

Road105.70 26.42 335.81 1033.25 0.102 105.70 139.83 0.1 0.1 3.880 A

3 - Whitburn

Road (north)644.10 161.02 47.34 1617.79 0.398 644.09 394.16 0.7 0.7 3.696 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)311.95 77.99 76.52 1700.93 0.183 312.21 488.80 0.3 0.2 2.592 A

2 - Lowry

Road86.30 21.58 274.42 1067.45 0.081 86.40 114.31 0.1 0.1 3.669 A

3 - Whitburn

Road (north)525.90 131.48 38.70 1623.02 0.324 526.61 322.12 0.7 0.5 3.287 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)261.24 65.31 64.06 1709.23 0.153 261.42 409.20 0.2 0.2 2.486 A

2 - Lowry

Road72.27 18.07 229.78 1092.32 0.066 72.34 95.70 0.1 0.1 3.528 A

3 - Whitburn

Road (north)440.42 110.10 32.40 1626.83 0.271 440.85 269.72 0.5 0.4 3.038 A


6

Base 2018, PM



Junction Network

Junctions

Junction Network Options [same as above]

Arms

Arms [same as above]

Capacity Options [same as above]

Roundabout Geometry [same as above]

Slope / Intercept / Capacity [same as above]

Traffic Demand

Demand Set Details


A1 ü 100.000 100.000



IDScenario

nameTime Period

nameTraffic profile




(min)Run

automatically

D2 Base 2018 PM ONE HOUR 17:00 18:30 15 ü




7



Vehicle Mix

Results






Demand (PCU/hr)

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0.000 77.000 353.000

2 - Lowry

Road 79.000 0.000 219.000

3 - Whitburn

Road

(north) 316.000 155.000 0.000

Proportions

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0.00 0.18 0.82

2 - Lowry

Road 0.27 0.00 0.73

3 - Whitburn

Road

(north) 0.67 0.33 0.00


To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0 0 0

2 - Lowry

Road 0 0 0

3 - Whitburn

Road

(north) 0 0 0

Average PCU Per Veh

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 1.000 1.000 1.000

2 - Lowry

Road 1.000 1.000 1.000

3 - Whitburn

Road

(north) 1.000 1.000 1.000



2 - Lowry Road 0.33 5.33 0.5 A 273.45 410.18



8






ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)323.73 80.93 116.32 1674.41 0.193 322.77 296.34 0.0 0.2 2.662 A

2 - Lowry

Road224.35 56.09 264.97 1072.71 0.209 223.30 174.12 0.0 0.3 4.233 A

3 - Whitburn

Road (north)354.59 88.65 59.20 1610.61 0.220 353.47 429.07 0.0 0.3 2.861 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)386.56 96.64 139.24 1659.14 0.233 386.31 354.81 0.2 0.3 2.828 A

2 - Lowry

Road267.90 66.97 317.13 1043.66 0.257 267.58 208.42 0.3 0.3 4.636 A

3 - Whitburn

Road (north)423.42 105.85 70.93 1603.51 0.264 423.12 513.77 0.3 0.4 3.049 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)473.44 118.36 170.50 1638.31 0.289 473.03 434.43 0.3 0.4 3.089 A

2 - Lowry

Road328.10 82.03 388.33 1004.00 0.327 327.55 255.20 0.3 0.5 5.317 A

3 - Whitburn

Road (north)518.58 129.65 86.83 1593.89 0.325 518.09 629.04 0.4 0.5 3.344 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)473.44 118.36 170.66 1638.21 0.289 473.43 434.90 0.4 0.4 3.090 A

2 - Lowry

Road328.10 82.03 388.66 1003.81 0.327 328.10 255.43 0.5 0.5 5.327 A

3 - Whitburn

Road (north)518.58 129.65 86.98 1593.80 0.325 518.58 629.77 0.5 0.5 3.347 A


9



ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)386.56 96.64 139.50 1658.96 0.233 386.96 355.56 0.4 0.3 2.830 A

2 - Lowry

Road267.90 66.97 317.67 1043.36 0.257 268.44 208.79 0.5 0.3 4.650 A

3 - Whitburn

Road (north)423.42 105.85 71.16 1603.37 0.264 423.90 514.94 0.5 0.4 3.055 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)323.73 80.93 116.79 1674.09 0.193 323.98 297.67 0.3 0.2 2.668 A

2 - Lowry

Road224.35 56.09 265.97 1072.16 0.209 224.68 174.81 0.3 0.3 4.250 A

3 - Whitburn

Road (north)354.59 88.65 59.56 1610.39 0.220 354.90 431.08 0.4 0.3 2.869 A


10

Base 2018 + Proposed, AM



Junction Network

Junctions


Arms





Traffic Demand

Demand Set Details


A1 ü 100.000 100.000



ID Scenario nameTime Period

nameTraffic profile




(min)Run

automatically

D3Base 2018 +





11



Vehicle Mix

Results






Demand (PCU/hr)

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0.000 55.000 305.000

2 - Lowry

Road 64.000 0.000 71.000

3 - Whitburn

Road

(north) 500.000 97.000 0.000

Proportions

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0.00 0.15 0.85

2 - Lowry

Road 0.47 0.00 0.53

3 - Whitburn

Road

(north) 0.84 0.16 0.00


To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0 0 0

2 - Lowry

Road 0 0 0

3 - Whitburn

Road

(north) 0 0 0

Average PCU Per Veh

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 1.000 1.000 1.000

2 - Lowry

Road 1.000 1.000 1.000

3 - Whitburn

Road

(north) 1.000 1.000 1.000



2 - Lowry Road 0.14 4.07 0.2 A 123.88 185.82



12






ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)271.03 67.76 72.78 1703.42 0.159 270.27 423.13 0.0 0.2 2.510 A

2 - Lowry

Road101.64 25.41 228.98 1092.76 0.093 101.23 114.07 0.0 0.1 3.628 A

3 - Whitburn

Road (north)449.45 112.36 47.99 1617.40 0.278 447.92 282.22 0.0 0.4 3.074 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)323.63 80.91 87.13 1693.86 0.191 323.45 506.60 0.2 0.2 2.626 A

2 - Lowry

Road121.36 30.34 274.03 1067.66 0.114 121.26 136.54 0.1 0.1 3.803 A

3 - Whitburn

Road (north)536.69 134.17 57.49 1611.65 0.333 536.24 337.80 0.4 0.5 3.345 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)396.37 99.09 106.67 1680.84 0.236 396.08 620.25 0.2 0.3 2.802 A

2 - Lowry

Road148.64 37.16 335.57 1033.39 0.144 148.48 167.19 0.1 0.2 4.068 A

3 - Whitburn

Road (north)657.31 164.33 70.39 1603.84 0.410 656.54 413.66 0.5 0.7 3.796 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)396.37 99.09 106.80 1680.75 0.236 396.36 620.97 0.3 0.3 2.802 A

2 - Lowry

Road148.64 37.16 335.81 1033.25 0.144 148.64 167.35 0.2 0.2 4.069 A

3 - Whitburn

Road (north)657.31 164.33 70.46 1603.79 0.410 657.30 413.98 0.7 0.7 3.802 A


13



ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)323.63 80.91 87.32 1693.73 0.191 323.92 507.73 0.3 0.2 2.630 A

2 - Lowry

Road121.36 30.34 274.43 1067.44 0.114 121.52 136.81 0.2 0.1 3.805 A

3 - Whitburn

Road (north)536.69 134.17 57.61 1611.57 0.333 537.45 338.34 0.7 0.5 3.353 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)271.03 67.76 73.10 1703.20 0.159 271.22 425.04 0.2 0.2 2.513 A

2 - Lowry

Road101.64 25.41 229.78 1092.31 0.093 101.74 114.54 0.1 0.1 3.636 A

3 - Whitburn

Road (north)449.45 112.36 48.23 1617.25 0.278 449.91 283.29 0.5 0.4 3.086 A


14

Base 2018 + Proposed, PM



Junction Network

Junctions


Arms





Traffic Demand

Demand Set Details


A1 ü 100.000 100.000




nameTraffic profile




(min)Run

automatically

D4Base 2018 +





15



Vehicle Mix

Results






Demand (PCU/hr)

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0.000 96.000 353.000

2 - Lowry

Road 94.000 0.000 233.000

3 - Whitburn

Road

(north) 316.000 170.000 0.000

Proportions

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0.00 0.21 0.79

2 - Lowry

Road 0.29 0.00 0.71

3 - Whitburn

Road

(north) 0.65 0.35 0.00


To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 0 0 0

2 - Lowry

Road 0 0 0

3 - Whitburn

Road

(north) 0 0 0

Average PCU Per Veh

To

From

1 - Whitburn

Road

(south)

2 - Lowry

Road

3 - Whitburn

Road

(north)

1 - Whitburn

Road

(south) 1.000 1.000 1.000

2 - Lowry

Road 1.000 1.000 1.000

3 - Whitburn

Road

(north) 1.000 1.000 1.000



2 - Lowry Road 0.36 5.59 0.6 A 300.06 450.09



16






ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)338.03 84.51 127.57 1666.91 0.203 337.02 307.56 0.0 0.3 2.706 A

2 - Lowry

Road246.18 61.55 264.96 1072.72 0.229 245.00 199.63 0.0 0.3 4.343 A

3 - Whitburn

Road (north)365.89 91.47 70.43 1603.82 0.228 364.71 439.53 0.0 0.3 2.902 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)403.64 100.91 152.71 1650.16 0.245 403.37 368.26 0.3 0.3 2.887 A

2 - Lowry

Road293.97 73.49 317.12 1043.66 0.282 293.59 238.96 0.3 0.4 4.797 A

3 - Whitburn

Road (north)436.90 109.23 84.40 1595.36 0.274 436.58 526.32 0.3 0.4 3.106 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)494.36 123.59 186.99 1627.32 0.304 493.91 450.89 0.3 0.4 3.174 A

2 - Lowry

Road360.03 90.01 388.31 1004.01 0.359 359.38 292.59 0.4 0.6 5.578 A

3 - Whitburn

Road (north)535.10 133.77 103.31 1583.92 0.338 534.57 644.38 0.4 0.5 3.428 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)494.36 123.59 187.17 1627.20 0.304 494.35 451.41 0.4 0.4 3.177 A

2 - Lowry

Road360.03 90.01 388.66 1003.81 0.359 360.02 292.87 0.6 0.6 5.591 A

3 - Whitburn

Road (north)535.10 133.77 103.49 1583.81 0.338 535.09 645.19 0.5 0.5 3.431 A


17



ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)403.64 100.91 153.01 1649.96 0.245 404.08 369.10 0.4 0.3 2.889 A

2 - Lowry

Road293.97 73.49 317.69 1043.35 0.282 294.61 239.40 0.6 0.4 4.811 A

3 - Whitburn

Road (north)436.90 109.23 84.69 1595.19 0.274 437.42 527.61 0.5 0.4 3.110 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Whitburn

Road (south)338.03 84.51 128.10 1666.56 0.203 338.31 308.99 0.3 0.3 2.710 A

2 - Lowry

Road246.18 61.55 265.98 1072.15 0.230 246.56 200.43 0.4 0.3 4.362 A

3 - Whitburn

Road (north)365.89 91.47 70.88 1603.54 0.228 366.21 441.66 0.4 0.3 2.911 A


18

Basic Results Summary Basic Results Summary User and Project Details

Project: Seaburn

Title: Whitburn Road / Dykelands Road

Location:

File name: Whitburn Road - Dykelands Road.lsg3x

Author: Alex Dryden

Company: Cundall

Address:

Notes:

Basic Results Summary Scenario 1: 'Base 2018 AM' (FG4: 'Base 2018 + Proposed PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram

Whitburn Road / Dykelands RoadPRC: 54.3 %Total Traffic Delay: 5.7 pcuHr

C1 Stream 1

0

1

22236

3

51 4

60

Arm

1 - W

hit burn R

oad (nort h

) 1219

1587

252

.9%

164 1

1 49

52.9 %

Arm 2 - Dykelands Road

1180124052.5%

Arm

3 - W

hit bur n R

oad (so uth )

119

9 45 9

858

.3%

Arm 4 -

1 Inf Inf 0.0%

Arm

5 -

1Inf

Inf0 .0

%

Arm

6 -

1I nf

Inf0. 0

%

A

B

C

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: Whitburn

Road / Dykelands

Road

- - - - - - - - - 58.3% 0 0 0 5.7 - -

Whitburn Road /

Dykelands Road

- - - - - - - - - 58.3% 0 0 0 5.7 - -

1/1+1/2 Whitburn

Road (north) Right Ahead

U B D 1 31 7 540 1915:1641 872+149 52.9 : 52.9%

- - - 1.9 12.4 5.7

2/1 Dykelands Road Left

Right U C 1 7 - 126 1801 240 52.5% - - - 1.4 39.9 2.5

3/1 Whitburn

Road (south) Left Ahead

U A 1 17 - 349 1994 598 58.3% - - - 2.4 25.0 5.5

C1 Stream: 1 PRC for Signalled Lanes (%): 54.3 Total Delay for Signalled Lanes (pcuHr): 5.68 Cycle Time (s): 60 PRC Over All Lanes (%): 54.3 Total Delay Over All Lanes(pcuHr): 5.68

Basic Results Summary Scenario 2: 'Base 2018 PM' (FG2: 'Base 2018 PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


C1 Stream 1

0

1

22236

3

51 4

60

Arm

1 - W

hit burn R

oad (nort h

) 1219

1591

439

.0%

164 1

1 03

39.0 %


1179724044.7%

Arm

3 - W

hit bur n R

oad (so uth )

119

9 75 9

971

.8%

Arm 4 -

1 Inf Inf 0.0%

Arm

5 -

1Inf

Inf0 .0

%

Arm

6 -

1I nf

Inf0. 0

%

A

B

C



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: Whitburn

Road / Dykelands

Road

- - - - - - - - - 71.8% 0 0 0 5.8 - -

Whitburn Road /

Dykelands Road

- - - - - - - - - 71.8% 0 0 0 5.8 - -

1/1+1/2 Whitburn


U B D 1 31 7 396 1915:1641 914+103 39.0 : 39.0%

- - - 1.2 10.8 3.7


Right U C 1 7 - 107 1797 240 44.7% - - - 1.1 37.5 2.0

3/1 Whitburn


U A 1 17 - 430 1997 599 71.8% - - - 3.5 29.2 7.6


Basic Results Summary Scenario 3: 'Base 2018 + Proposed AM' (FG3: 'Base 2018 + Proposed AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


C1 Stream 1

0

1

22236

3

51 4

60

Arm

1 - W

hit burn R

oad (nort h

) 1219

1587

755

.0%

164 1

1 44

55.0 %


1180424158.6%

Arm

3 - W

hit bur n R

oad (so uth )

119

8 85 9

662

.7%

Arm 4 -

1 Inf Inf 0.0%

Arm

5 -

1Inf

Inf0 .0

%

Arm

6 -

1I nf

Inf0. 0

%

A

B

C



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: Whitburn

Road / Dykelands

Road

- - - - - - - - - 62.7% 0 0 0 6.4 - -

Whitburn Road /

Dykelands Road

- - - - - - - - - 62.7% 0 0 0 6.4 - -

1/1+1/2 Whitburn


U B D 1 31 7 561 1915:1641 877+144 55.0 : 55.0%

- - - 2.0 12.7 6.0


Right U C 1 7 - 141 1804 241 58.6% - - - 1.7 42.3 2.9

3/1 Whitburn


U A 1 17 - 374 1988 596 62.7% - - - 2.7 26.1 6.1


Basic Results Summary Scenario 4: 'Base 2018 + Proposed PM' (FG4: 'Base 2018 + Proposed PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram


C1 Stream 1

0

1

22236

3

51 4

60

Arm

1 - W

hit burn R

oad (nort h

) 1219

1591

740

.5%

164 1

9 940

.5 %


1180024049.6%

Arm

3 - W

hit bur n R

oad (so uth )

119

9 25 9

877

.1%

Arm 4 -

1 Inf Inf 0.0%

Arm

5 -

1Inf

Inf0 .0

%

Arm

6 -

1I nf

Inf0. 0

%

A

B

C



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: Whitburn

Road / Dykelands

Road

- - - - - - - - - 77.1% 0 0 0 6.6 - -

Whitburn Road /

Dykelands Road

- - - - - - - - - 77.1% 0 0 0 6.6 - -

1/1+1/2 Whitburn


U B D 1 31 7 411 1915:1641 917+99 40.5 : 40.5%

- - - 1.3 11.0 4.0


Right U C 1 7 - 119 1800 240 49.6% - - - 1.3 38.9 2.3

3/1 Whitburn


U A 1 17 - 461 1992 598 77.1% - - - 4.1 32.0 8.6


Filename: Dykelands Road - Lowry Road.j9 Path: \\cjp.co.uk\global\Projects\1010000\1010618 - Igloo - Seaburn\Cundall Docs\Calculations\Transportation\Junction analysis Report generation date: 04/05/2016 15:57:49



Junctions 9PICADY 9 - Priority Intersection Module

Version: 9.0.0.4211 []





AM PM


Base 2018

Stream B-C 0.1 6.56 0.06 0.3 9.96 0.21

Stream B-A 0.2 9.05 0.16 1.1 17.31 0.52

Stream C-AB 0.0 5.36 0.04 0.3 6.80 0.21

Stream C-A

Stream A-B

Stream A-C


Stream B-C 0.1 8.29 0.09 0.5 17.56 0.33

Stream B-A 0.7 13.51 0.42 2.6 32.08 0.73

Stream C-AB 0.0 5.66 0.04 0.2 7.09 0.19

Stream C-A

Stream A-B

Stream A-C



1



File summary

Units

Analysis Options

Demand Set Summary

File Description

Title (untitled)

Location

Site number

Date 09/12/2015

Version

Status (new file)

Identifier

Client

Jobnumber


Description



Vehicle length (m)




RFC Threshold



5.75 0.85 36.00 20.00


nameTraffic profile




(min)Run

automatically

Base 2018 AM ONE HOUR 07:45 09:15 15 ü

Base 2018 PM ONE HOUR 17:00 18:30 15 ü

Base 2018 +


Base 2018 +



2

Base 2018, AM



Junction Network

Junctions


Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry


A1 ü 100.000 100.000

Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS

1 - Lowry Road / Dykelands Road Lowry Road / Dykelands Road T-Junction Two-way 1.71 A


Left Normal/unknown

Arm Name Description Arm type

A Dykelands Road (west) Major

B Lowry Road Minor

C Dykelands Road (east) Major

ArmWidth of

carriageway (m)Has kerbed central

reserveHas right turn

bayWidth for right

turn (m)Visibility for right

turn (m)Blocks?

Blocking queue (PCU)

C - Dykelands Road

(east)7.57 ü 3.00 250.0 ü 3.00

ArmMinor arm

typeWidth at

give-way (m)Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate flare length

Flare length (PCU)

Visibility to left (m)

Visibility to right (m)

B - Lowry

Road

One lane

plus flare10.00 4.80 4.00 3.70 3.60 ü 1.00 44 42


3


Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Traffic Demand

Demand Set Details



Vehicle Mix

Junction StreamIntercept

(PCU/hr)

Slope

for

A-B

Slope

for

A-C

Slope

for

C-A

Slope

for

C-B

1 B-A 569.812 0.097 0.244 0.154 0.349

1 B-C 668.880 0.096 0.241 - -

1 C-B 781.320 0.282 0.282 - -

IDScenario

nameTime Period

nameTraffic profile




(min)Run

automatically





A - Dykelands Road (west) ONE HOUR ü 266.00 100.000

B - Lowry Road ONE HOUR ü 101.00 100.000

C - Dykelands Road (east) ONE HOUR ü 197.00 100.000

Demand (PCU/hr)

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0.000 83.000 183.000

B - Lowry

Road 68.000 0.000 33.000

C - Dykelands

Road (east) 172.000 25.000 0.000

Proportions

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0.00 0.31 0.69

B - Lowry

Road 0.67 0.00 0.33

C - Dykelands

Road (east) 0.87 0.13 0.00


4

Results





To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0 0 0

B - Lowry

Road 0 0 0

C - Dykelands

Road (east) 0 0 0

Average PCU Per Veh

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 1.000 1.000 1.000

B - Lowry

Road 1.000 1.000 1.000

C - Dykelands

Road (east) 1.000 1.000 1.000

Stream Max RFC Max delay (s) Max Queue (PCU) Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU)

B-C 0.06 6.56 0.1 A 30.28 45.42

B-A 0.16 9.05 0.2 A 62.40 93.60

C-AB 0.04 5.36 0.0 A 22.94 34.41

C-A 157.83 236.74

A-B 76.16 114.24

A-C 167.92 251.89

StreamTotal Demand

(PCU/hr)

Junction demand (PCU/hr)


Bypass demand (PCU/hr)

Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 24.84 24.84 6.21 0.00 613.07 0.041 24.68 0.0 0.0 6.116 A

B-A 51.19 51.19 12.80 0.00 503.54 0.102 50.75 0.0 0.1 7.941 A

C-AB 18.82 18.82 4.71 0.00 724.84 0.026 18.72 0.0 0.0 5.098 A

C-A 129.49 129.49 32.37 0.00 129.49

A-B 62.49 62.49 15.62 0.00 62.49

A-C 137.77 137.77 34.44 0.00 137.77


5






StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 29.67 29.67 7.42 0.00 601.41 0.049 29.63 0.0 0.1 6.295 A

B-A 61.13 61.13 15.28 0.00 490.63 0.125 61.02 0.1 0.1 8.378 A

C-AB 22.47 22.47 5.62 0.00 713.88 0.031 22.45 0.0 0.0 5.206 A

C-A 154.62 154.62 38.66 0.00 154.62

A-B 74.62 74.62 18.65 0.00 74.62

A-C 164.51 164.51 41.13 0.00 164.51

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 36.33 36.33 9.08 0.00 584.96 0.062 36.28 0.1 0.1 6.561 A

B-A 74.87 74.87 18.72 0.00 472.74 0.158 74.69 0.1 0.2 9.040 A

C-AB 27.53 27.53 6.88 0.00 698.73 0.039 27.49 0.0 0.0 5.362 A

C-A 189.38 189.38 47.34 0.00 189.38

A-B 91.38 91.38 22.85 0.00 91.38

A-C 201.49 201.49 50.37 0.00 201.49

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 36.33 36.33 9.08 0.00 584.86 0.062 36.33 0.1 0.1 6.562 A

B-A 74.87 74.87 18.72 0.00 472.74 0.158 74.87 0.2 0.2 9.047 A

C-AB 27.53 27.53 6.88 0.00 698.73 0.039 27.53 0.0 0.0 5.362 A

C-A 189.38 189.38 47.34 0.00 189.38

A-B 91.38 91.38 22.85 0.00 91.38

A-C 201.49 201.49 50.37 0.00 201.49

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 29.67 29.67 7.42 0.00 601.25 0.049 29.72 0.1 0.1 6.301 A

B-A 61.13 61.13 15.28 0.00 490.65 0.125 61.30 0.2 0.1 8.387 A

C-AB 22.47 22.47 5.62 0.00 713.88 0.031 22.51 0.0 0.0 5.206 A

C-A 154.62 154.62 38.66 0.00 154.62

A-B 74.62 74.62 18.65 0.00 74.62

A-C 164.51 164.51 41.13 0.00 164.51

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 24.84 24.84 6.21 0.00 612.79 0.041 24.88 0.1 0.0 6.125 A

B-A 51.19 51.19 12.80 0.00 503.56 0.102 51.31 0.1 0.1 7.962 A

C-AB 18.82 18.82 4.71 0.00 724.84 0.026 18.84 0.0 0.0 5.100 A

C-A 129.49 129.49 32.37 0.00 129.49

A-B 62.49 62.49 15.62 0.00 62.49

A-C 137.77 137.77 34.44 0.00 137.77


6


7

Base 2018, PM



Junction Network

Junctions


Arms


Major Arm Geometry [same as above]

Minor Arm Geometry [same as above]


Traffic Demand

Demand Set Details


A1 ü 100.000 100.000



IDScenario

nameTime Period

nameTraffic profile




(min)Run

automatically





8



Vehicle Mix





Demand (PCU/hr)

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0.000 213.000 147.000

B - Lowry

Road 207.000 0.000 87.000

C - Dykelands

Road (east) 109.000 128.000 0.000

Proportions

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0.00 0.59 0.41

B - Lowry

Road 0.70 0.00 0.30

C - Dykelands

Road (east) 0.46 0.54 0.00


To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0 0 0

B - Lowry

Road 0 0 0

C - Dykelands

Road (east) 0 0 0

Average PCU Per Veh

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 1.000 1.000 1.000

B - Lowry

Road 1.000 1.000 1.000

C - Dykelands

Road (east) 1.000 1.000 1.000


9

Results







B-C 0.21 9.96 0.3 A 79.83 119.75

B-A 0.52 17.31 1.1 C 189.95 284.92

C-AB 0.21 6.80 0.3 A 117.57 176.35

C-A 99.91 149.86

A-B 195.45 293.18

A-C 134.89 202.33

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 65.50 65.50 16.37 0.00 555.43 0.118 64.97 0.0 0.1 7.332 A

B-A 155.84 155.84 38.96 0.00 482.40 0.323 153.97 0.0 0.5 10.900 B

C-AB 96.39 96.39 24.10 0.00 705.09 0.137 95.76 0.0 0.2 5.902 A

C-A 82.03 82.03 20.51 0.00 82.03

A-B 160.36 160.36 40.09 0.00 160.36

A-C 110.67 110.67 27.67 0.00 110.67

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 78.21 78.21 19.55 0.00 520.48 0.150 78.04 0.1 0.2 8.130 A

B-A 186.09 186.09 46.52 0.00 463.32 0.402 185.34 0.5 0.7 12.913 B

C-AB 115.15 115.15 28.79 0.00 690.49 0.167 114.98 0.2 0.2 6.253 A

C-A 97.91 97.91 24.48 0.00 97.91

A-B 191.48 191.48 47.87 0.00 191.48

A-C 132.15 132.15 33.04 0.00 132.15

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 95.79 95.79 23.95 0.00 459.10 0.209 95.45 0.2 0.3 9.890 A

B-A 227.91 227.91 56.98 0.00 435.77 0.523 226.31 0.7 1.1 17.051 C

C-AB 141.17 141.17 35.29 0.00 670.64 0.210 140.90 0.2 0.3 6.793 A

C-A 119.78 119.78 29.94 0.00 119.78

A-B 234.52 234.52 58.63 0.00 234.52

A-C 161.85 161.85 40.46 0.00 161.85


10




StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 95.79 95.79 23.95 0.00 457.17 0.210 95.78 0.3 0.3 9.961 A

B-A 227.91 227.91 56.98 0.00 435.63 0.523 227.83 1.1 1.1 17.306 C

C-AB 141.17 141.17 35.29 0.00 670.64 0.210 141.16 0.3 0.3 6.798 A

C-A 119.78 119.78 29.94 0.00 119.78

A-B 234.52 234.52 58.63 0.00 234.52

A-C 161.85 161.85 40.46 0.00 161.85

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 78.21 78.21 19.55 0.00 518.32 0.151 78.54 0.3 0.2 8.193 A

B-A 186.09 186.09 46.52 0.00 463.20 0.402 187.64 1.1 0.7 13.139 B

C-AB 115.15 115.15 28.79 0.00 690.49 0.167 115.40 0.3 0.2 6.261 A

C-A 97.91 97.91 24.48 0.00 97.91

A-B 191.48 191.48 47.87 0.00 191.48

A-C 132.15 132.15 33.04 0.00 132.15

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 65.50 65.50 16.37 0.00 553.46 0.118 65.67 0.2 0.1 7.384 A

B-A 155.84 155.84 38.96 0.00 482.18 0.323 156.65 0.7 0.5 11.088 B

C-AB 96.39 96.39 24.10 0.00 705.09 0.137 96.56 0.2 0.2 5.916 A

C-A 82.03 82.03 20.51 0.00 82.03

A-B 160.36 160.36 40.09 0.00 160.36

A-C 110.67 110.67 27.67 0.00 110.67


11




Junction Network

Junctions


Arms





Traffic Demand

Demand Set Details


A1 ü 100.000 100.000




nameTraffic profile




(min)Run

automatically

D3Base 2018 +





12



Vehicle Mix





Demand (PCU/hr)

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0.000 138.000 236.000

B - Lowry

Road 172.000 0.000 40.000

C - Dykelands

Road (east) 221.000 27.000 0.000

Proportions

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0.00 0.37 0.63

B - Lowry

Road 0.81 0.00 0.19

C - Dykelands

Road (east) 0.89 0.11 0.00


To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0 0 0

B - Lowry

Road 0 0 0

C - Dykelands

Road (east) 0 0 0

Average PCU Per Veh

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 1.000 1.000 1.000

B - Lowry

Road 1.000 1.000 1.000

C - Dykelands

Road (east) 1.000 1.000 1.000


13

Results







B-C 0.09 8.29 0.1 A 36.70 55.06

B-A 0.42 13.51 0.7 B 157.83 236.75

C-AB 0.04 5.66 0.0 A 24.78 37.16

C-A 202.79 304.19

A-B 126.63 189.95

A-C 216.56 324.84

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 30.11 30.11 7.53 0.00 548.74 0.055 29.88 0.0 0.1 6.935 A

B-A 129.49 129.49 32.37 0.00 497.76 0.260 128.10 0.0 0.3 9.704 A

C-AB 20.33 20.33 5.08 0.00 701.91 0.029 20.21 0.0 0.0 5.281 A

C-A 166.38 166.38 41.60 0.00 166.38

A-B 103.89 103.89 25.97 0.00 103.89

A-C 177.67 177.67 44.42 0.00 177.67

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 35.96 35.96 8.99 0.00 522.32 0.069 35.90 0.1 0.1 7.400 A

B-A 154.62 154.62 38.66 0.00 480.24 0.322 154.14 0.3 0.5 11.022 B

C-AB 24.27 24.27 6.07 0.00 686.50 0.035 24.25 0.0 0.0 5.435 A

C-A 198.67 198.67 49.67 0.00 198.67

A-B 124.06 124.06 31.01 0.00 124.06

A-C 212.16 212.16 53.04 0.00 212.16

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 44.04 44.04 11.01 0.00 479.23 0.092 43.93 0.1 0.1 8.268 A

B-A 189.38 189.38 47.34 0.00 455.79 0.415 188.47 0.5 0.7 13.419 B

C-AB 29.73 29.73 7.43 0.00 665.20 0.045 29.69 0.0 0.0 5.664 A

C-A 243.32 243.32 60.83 0.00 243.32

A-B 151.94 151.94 37.99 0.00 151.94

A-C 259.84 259.84 64.96 0.00 259.84


14




StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 44.04 44.04 11.01 0.00 478.45 0.092 44.04 0.1 0.1 8.286 A

B-A 189.38 189.38 47.34 0.00 455.79 0.415 189.34 0.7 0.7 13.506 B

C-AB 29.73 29.73 7.43 0.00 665.20 0.045 29.73 0.0 0.0 5.664 A

C-A 243.32 243.32 60.83 0.00 243.32

A-B 151.94 151.94 37.99 0.00 151.94

A-C 259.84 259.84 64.96 0.00 259.84

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 35.96 35.96 8.99 0.00 521.37 0.069 36.06 0.1 0.1 7.421 A

B-A 154.62 154.62 38.66 0.00 480.27 0.322 155.50 0.7 0.5 11.116 B

C-AB 24.27 24.27 6.07 0.00 686.50 0.035 24.31 0.0 0.0 5.436 A

C-A 198.67 198.67 49.67 0.00 198.67

A-B 124.06 124.06 31.01 0.00 124.06

A-C 212.16 212.16 53.04 0.00 212.16

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 30.11 30.11 7.53 0.00 547.68 0.055 30.18 0.1 0.1 6.959 A

B-A 129.49 129.49 32.37 0.00 497.77 0.260 130.00 0.5 0.4 9.801 A

C-AB 20.33 20.33 5.08 0.00 701.91 0.029 20.35 0.0 0.0 5.283 A

C-A 166.38 166.38 41.60 0.00 166.38

A-B 103.89 103.89 25.97 0.00 103.89

A-C 177.67 177.67 44.42 0.00 177.67


15




Junction Network

Junctions


Arms





Traffic Demand

Demand Set Details


A1 ü 100.000 100.000


1 - Lowry Road / Dykelands Road Lowry Road / Dykelands Road T-Junction Two-way 10.15 B


nameTraffic profile




(min)Run

automatically

D4Base 2018 +





16



Vehicle Mix





Demand (PCU/hr)

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0.000 303.000 195.000

B - Lowry

Road 276.000 0.000 92.000

C - Dykelands

Road (east) 133.000 109.000 0.000

Proportions

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0.00 0.61 0.39

B - Lowry

Road 0.75 0.00 0.25

C - Dykelands

Road (east) 0.55 0.45 0.00


To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 0 0 0

B - Lowry

Road 0 0 0

C - Dykelands

Road (east) 0 0 0

Average PCU Per Veh

To

From

A -

Dykelands

Road (west)

B - Lowry

Road

C - Dykelands

Road (east)

A - Dykelands

Road (west) 1.000 1.000 1.000

B - Lowry

Road 1.000 1.000 1.000

C - Dykelands

Road (east) 1.000 1.000 1.000


17

Results







B-C 0.33 17.56 0.5 C 84.42 126.63

B-A 0.73 32.08 2.6 D 253.26 379.89

C-AB 0.19 7.09 0.2 A 100.11 150.17

C-A 121.95 182.93

A-B 278.04 417.06

A-C 178.94 268.40

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 69.26 69.26 17.32 0.00 495.82 0.140 68.62 0.0 0.2 8.414 A

B-A 207.79 207.79 51.95 0.00 472.52 0.440 204.73 0.0 0.8 13.300 B

C-AB 82.08 82.08 20.52 0.00 675.75 0.121 81.53 0.0 0.1 6.053 A

C-A 100.11 100.11 25.03 0.00 100.11

A-B 228.11 228.11 57.03 0.00 228.11

A-C 146.81 146.81 36.70 0.00 146.81

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 82.71 82.71 20.68 0.00 433.30 0.191 82.42 0.2 0.2 10.251 B

B-A 248.12 248.12 62.03 0.00 449.41 0.552 246.44 0.8 1.2 17.583 C

C-AB 98.05 98.05 24.51 0.00 655.45 0.150 97.90 0.1 0.2 6.455 A

C-A 119.50 119.50 29.88 0.00 119.50

A-B 272.39 272.39 68.10 0.00 272.39

A-C 175.30 175.30 43.83 0.00 175.30

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 101.29 101.29 25.32 0.00 315.05 0.322 100.38 0.2 0.5 16.699 C

B-A 303.88 303.88 75.97 0.00 414.71 0.733 298.80 1.2 2.5 29.798 D

C-AB 120.21 120.21 30.05 0.00 627.70 0.192 119.97 0.2 0.2 7.087 A

C-A 146.24 146.24 36.56 0.00 146.24

A-B 333.61 333.61 83.40 0.00 333.61

A-C 214.70 214.70 53.67 0.00 214.70


18




StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 101.29 101.29 25.32 0.00 306.07 0.331 101.20 0.5 0.5 17.559 C

B-A 303.88 303.88 75.97 0.00 414.20 0.734 303.34 2.5 2.6 32.082 D

C-AB 120.21 120.21 30.05 0.00 627.70 0.192 120.20 0.2 0.2 7.092 A

C-A 146.24 146.24 36.56 0.00 146.24

A-B 333.61 333.61 83.40 0.00 333.61

A-C 214.70 214.70 53.67 0.00 214.70

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 82.71 82.71 20.68 0.00 424.41 0.195 83.66 0.5 0.2 10.595 B

B-A 248.12 248.12 62.03 0.00 449.08 0.553 253.32 2.6 1.3 18.841 C

C-AB 98.05 98.05 24.51 0.00 655.45 0.150 98.28 0.2 0.2 6.463 A

C-A 119.50 119.50 29.88 0.00 119.50

A-B 272.39 272.39 68.10 0.00 272.39

A-C 175.30 175.30 43.83 0.00 175.30

StreamTotal Demand

(PCU/hr)




Capacity (PCU/hr)

RFCThroughput

(PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

B-C 69.26 69.26 17.32 0.00 491.09 0.141 69.58 0.2 0.2 8.546 A

B-A 207.79 207.79 51.95 0.00 472.28 0.440 209.71 1.3 0.8 13.808 B

C-AB 82.08 82.08 20.52 0.00 675.75 0.121 82.24 0.2 0.1 6.068 A

C-A 100.11 100.11 25.03 0.00 100.11

A-B 228.11 228.11 57.03 0.00 228.11

A-C 146.81 146.81 36.70 0.00 146.81


19

Filename: Proposed priority change.j9 Path: \\cjp.co.uk\global\Projects\1010000\1010618 - Igloo - Seaburn\Cundall Docs\Calculations\Transportation\Junction analysis Report generation date: 30/09/2016 11:54:25



Junctions 9PICADY 9 - Priority Intersection Module

Version: 9.0.1.4646 []





AM PM


Base 2018

Stream B-C 0.0 0.00 0.00 0.0 6.26 0.01

Stream B-A 0.0 0.00 0.00 0.0 9.93 0.01

Stream C-AB 0.0 5.43 0.00 0.0 4.96 0.02


Stream B-C 0.0 5.69 0.03 0.0 6.20 0.02

Stream B-A 0.0 9.71 0.02 0.0 11.91 0.02

Stream C-AB 0.0 5.38 0.01 0.1 4.88 0.06

There are warnings associated with one or more model runs - see the 'Data Errors and Warnings' tables for each Analysis or Demand Set.


File summary

File Description

Title (untitled)

Location

Site number

Date 30/08/2016

Version

Status (new file)

Identifier

Client

Jobnumber

Enumerator CJP\a.dryden

Description


1



Units

Analysis Options

Demand Set Summary




Vehicle length (m)




RFC Threshold



5.75 0.85 36.00 20.00

ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically



D3 Base 2018 + Proposed AM ONE HOUR 08:00 09:30 15 ü

D4 Base 2018 + Proposed PM ONE HOUR 17:00 18:30 15 ü


A1 ü 100.000 100.000


2

Base 2018, AM

Data Errors and Warnings

Junction Network

Junctions


Arms

Arms

Major Arm Geometry

Geometries for Arm C are measured opposite Arm B. Geometries for Arm A (if relevant) are measured opposite Arm D.

Minor Arm Geometry


Priority Intersection Slopes and Intercepts

The slopes and intercepts shown above do NOT include any corrections or adjustments.

Streams may be combined, in which case capacity will be adjusted.

Values are shown for the first time segment only; they may differ for subsequent time segments.

Severity Area Item Description

Warning Vehicle Mix HV% is zero for all movements / time segments. Vehicle Mix matrix should be completed whether working in

PCUs or Vehs.


1 untitled T-Junction Two-way 0.03 A


Left Normal/unknown

Arm Name Description Arm type

A Lowry Road - north Major

B Service access Minor

C Lowry Road - west Major

ArmWidth of carriageway

(m)Has kerbed central

reserveHas right turn

bayVisibility for right turn

(m)Blocks?

Blocking queue (PCU)

C - Lowry Road - west 6.00 93.0 ü 0.00

ArmMinor arm

typeWidth at

give-way (m)Width at 5m (m)

Width at 10m (m)

Width at 15m (m)

Width at 20m (m)

Estimate flare length

Flare length (PCU)

Visibility to left (m)

Visibility to right (m)

B - Service accessOne lane

plus flare7.00 4.60 3.50 3.00 2.90 ü 1.00 63 26

Junction StreamIntercept(PCU/hr)

Slopefor A-B

Slopefor A-C

Slopefor C-A

Slopefor C-B

1 B-A 506 0.092 0.233 0.146 0.333

1 B-C 634 0.097 0.246 - -

1 C-B 628 0.243 0.243 - -


3

Traffic Demand

Demand Set Details



Vehicle Mix

Results







A - Lowry Road - north ONE HOUR ü 90 100.000

B - Service access ONE HOUR ü 0 100.000

C - Lowry Road - west ONE HOUR ü 107 100.000

Demand (PCU/hr)

To

From

A - Lowry Road - north B - Service access C - Lowry Road - west

A - Lowry Road - north 0 0 90

B - Service access 0 0 0

C - Lowry Road - west 106 1 0

Heavy Vehicle Percentages

To

From





Stream Max RFC Max delay (s) Max Queue (PCU) Max LOSAverage Demand

(PCU/hr)Total Junction Arrivals (PCU)

B-C 0.00 0.00 0.0 A 0 0

B-A 0.00 0.00 0.0 A 0 0

C-AB 0.00 5.43 0.0 A 1 2

C-A 97 146

A-B 0 0

A-C 83 124


4


08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00

09:00 - 09:15

StreamTotal Demand

(PCU/hr)Junction

Arrivals (PCU)Capacity (PCU/hr)

RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 617 0.000 0 0.0 0.0 0.000 A

B-A 0 0 478 0.000 0 0.0 0.0 0.000 A

C-AB 0.86 0.21 664 0.001 0.85 0.0 0.0 5.427 A

C-A 80 20 80

A-B 0 0 0

A-C 68 17 68

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 614 0.000 0 0.0 0.0 0.000 A

B-A 0 0 473 0.000 0 0.0 0.0 0.000 A

C-AB 1 0.26 671 0.002 1 0.0 0.0 5.371 A

C-A 95 24 95

A-B 0 0 0

A-C 81 20 81

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 610 0.000 0 0.0 0.0 0.000 A

B-A 0 0 465 0.000 0 0.0 0.0 0.000 A

C-AB 1 0.33 681 0.002 1 0.0 0.0 5.293 A

C-A 116 29 116

A-B 0 0 0

A-C 99 25 99

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 610 0.000 0 0.0 0.0 0.000 A

B-A 0 0 465 0.000 0 0.0 0.0 0.000 A

C-AB 1 0.33 681 0.002 1 0.0 0.0 5.293 A

C-A 116 29 116

A-B 0 0 0

A-C 99 25 99

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 614 0.000 0 0.0 0.0 0.000 A

B-A 0 0 473 0.000 0 0.0 0.0 0.000 A

C-AB 1 0.26 671 0.002 1 0.0 0.0 5.371 A

C-A 95 24 95

A-B 0 0 0

A-C 81 20 81


5

09:15 - 09:30

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 0 0 617 0.000 0 0.0 0.0 0.000 A

B-A 0 0 478 0.000 0 0.0 0.0 0.000 A

C-AB 0.86 0.21 664 0.001 0.86 0.0 0.0 5.429 A

C-A 80 20 80

A-B 0 0 0

A-C 68 17 68


6

Base 2018, PM


Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



PCUs or Vehs.




Left Normal/unknown









Demand (PCU/hr)

To

From






To

From






7

Results



17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00



B-C 0.01 6.26 0.0 A 4 6

B-A 0.01 9.93 0.0 A 3 4

C-AB 0.02 4.96 0.0 A 10 16

C-A 279 418

A-B 0.92 1

A-C 257 385

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 3 0.75 606 0.005 3 0.0 0.0 5.973 A

B-A 2 0.56 403 0.006 2 0.0 0.0 8.979 A

C-AB 8 2 734 0.011 8 0.0 0.0 4.956 A

C-A 229 57 229

A-B 0.75 0.19 0.75

A-C 211 53 211

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 4 0.90 595 0.006 4 0.0 0.0 6.089 A

B-A 3 0.67 388 0.007 3 0.0 0.0 9.354 A

C-AB 10 2 756 0.013 10 0.0 0.0 4.824 A

C-A 273 68 273

A-B 0.90 0.22 0.90

A-C 252 63 252

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 4 1 580 0.008 4 0.0 0.0 6.254 A

B-A 3 0.83 366 0.009 3 0.0 0.0 9.933 A

C-AB 14 3 788 0.017 14 0.0 0.0 4.650 A

C-A 333 83 333

A-B 1 0.28 1

A-C 308 77 308

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 4 1 580 0.008 4 0.0 0.0 6.255 A

B-A 3 0.83 366 0.009 3 0.0 0.0 9.931 A

C-AB 14 3 788 0.017 14 0.0 0.0 4.652 A

C-A 333 83 333

A-B 1 0.28 1

A-C 308 77 308


8

18:00 - 18:15

18:15 - 18:30

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 4 0.90 594 0.006 4 0.0 0.0 6.091 A

B-A 3 0.67 388 0.007 3 0.0 0.0 9.353 A

C-AB 10 2 756 0.013 10 0.0 0.0 4.824 A

C-A 273 68 273

A-B 0.90 0.22 0.90

A-C 252 63 252

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 3 0.75 605 0.005 3 0.0 0.0 5.977 A

B-A 2 0.56 403 0.006 2 0.0 0.0 8.975 A

C-AB 8 2 734 0.011 8 0.0 0.0 4.956 A

C-A 229 57 229

A-B 0.75 0.19 0.75

A-C 211 53 211


9



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



PCUs or Vehs.




Left Normal/unknown


D3 Base 2018 + Proposed AM ONE HOUR 08:00 09:30 15 ü







Demand (PCU/hr)

To

From






To

From






10

Results



08:00 - 08:15

08:15 - 08:30

08:30 - 08:45

08:45 - 09:00



B-C 0.03 5.69 0.0 A 16 23

B-A 0.02 9.71 0.0 A 6 10

C-AB 0.01 5.38 0.0 A 6 9

C-A 144 216

A-B 2 3

A-C 169 253

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 13 3 671 0.019 13 0.0 0.0 5.470 A

B-A 5 1 399 0.013 5 0.0 0.0 9.140 A

C-AB 5 1 673 0.007 5 0.0 0.0 5.381 A

C-A 118 30 118

A-B 2 0.38 2

A-C 139 35 139

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 15 4 663 0.023 15 0.0 0.0 5.560 A

B-A 6 2 391 0.016 6 0.0 0.0 9.369 A

C-AB 6 1 683 0.008 6 0.0 0.0 5.315 A

C-A 141 35 141

A-B 2 0.45 2

A-C 165 41 165

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 19 5 652 0.029 19 0.0 0.0 5.687 A

B-A 8 2 378 0.020 8 0.0 0.0 9.709 A

C-AB 7 2 696 0.011 7 0.0 0.0 5.226 A

C-A 172 43 172

A-B 2 0.55 2

A-C 203 51 203

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 19 5 652 0.029 19 0.0 0.0 5.687 A

B-A 8 2 379 0.020 8 0.0 0.0 9.708 A

C-AB 7 2 696 0.011 7 0.0 0.0 5.228 A

C-A 172 43 172

A-B 2 0.55 2

A-C 203 51 203


11

09:00 - 09:15

09:15 - 09:30

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 15 4 662 0.023 15 0.0 0.0 5.564 A

B-A 6 2 391 0.016 6 0.0 0.0 9.369 A

C-AB 6 1 683 0.008 6 0.0 0.0 5.315 A

C-A 141 35 141

A-B 2 0.45 2

A-C 165 41 165

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 13 3 670 0.019 13 0.0 0.0 5.474 A

B-A 5 1 399 0.013 5 0.0 0.0 9.138 A

C-AB 5 1 673 0.007 5 0.0 0.0 5.383 A

C-A 118 30 118

A-B 2 0.38 2

A-C 139 35 139


12



Junction Network

Junctions


Traffic Demand

Demand Set Details



Vehicle Mix



PCUs or Vehs.




Left Normal/unknown


D4 Base 2018 + Proposed PM ONE HOUR 17:00 18:30 15 ü







Demand (PCU/hr)

To

From






To

From






13

Results



17:00 - 17:15

17:15 - 17:30

17:30 - 17:45

17:45 - 18:00



B-C 0.02 6.20 0.0 A 12 18

B-A 0.02 11.91 0.0 B 6 8

C-AB 0.06 4.88 0.1 A 37 56

C-A 340 510

A-B 6 10

A-C 315 472

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 10 2 630 0.016 10 0.0 0.0 5.808 A

B-A 5 1 354 0.013 4 0.0 0.0 10.304 B

C-AB 27 7 765 0.035 27 0.0 0.0 4.877 A

C-A 283 71 283

A-B 5 1 5

A-C 258 65 258

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 12 3 615 0.019 12 0.0 0.0 5.966 A

B-A 5 1 335 0.016 5 0.0 0.0 10.919 B

C-AB 35 9 794 0.045 35 0.0 0.1 4.747 A

C-A 334 84 334

A-B 6 2 6

A-C 308 77 308

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 14 4 595 0.024 14 0.0 0.0 6.196 A

B-A 7 2 309 0.021 7 0.0 0.0 11.905 B

C-AB 50 12 835 0.060 50 0.1 0.1 4.582 A

C-A 403 101 403

A-B 8 2 8

A-C 378 94 378

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 14 4 595 0.024 14 0.0 0.0 6.197 A

B-A 7 2 309 0.021 7 0.0 0.0 11.903 B

C-AB 50 12 835 0.060 50 0.1 0.1 4.584 A

C-A 403 101 403

A-B 8 2 8

A-C 378 94 378


14

18:00 - 18:15

18:15 - 18:30

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 12 3 615 0.019 12 0.0 0.0 5.971 A

B-A 5 1 335 0.016 5 0.0 0.0 10.916 B

C-AB 35 9 794 0.045 36 0.1 0.1 4.748 A

C-A 334 83 334

A-B 6 2 6

A-C 308 77 308

StreamTotal Demand

(PCU/hr)Junction


RFCThroughput

(PCU/hr)Start queue

(PCU)End queue

(PCU)Delay (s) LOS

B-C 10 2 629 0.016 10 0.0 0.0 5.813 A

B-A 5 1 354 0.013 5 0.0 0.0 10.299 B

C-AB 27 7 765 0.035 27 0.1 0.0 4.879 A

C-A 282 71 282

A-B 5 1 5

A-C 258 65 258


15

Filename: New Mini Roundabout.j9 Path: \\cjp.co.uk\global\Projects\1010000\1010618 - Igloo - Seaburn\Cundall Docs\Calculations\Transportation\Junction analysis Report generation date: 04/05/2016 16:33:51

»Base 2018 + Proposed, AM »Base 2018 + Proposed, PM


Junctions 9ARCADY 9 - Roundabout Module

Version: 9.0.0.4211 []





AM PM



1 - Lowry Road (east) 0.3 5.40 0.21 0.6 7.88 0.39

2 - Proposed Public Car Park 0.2 5.49 0.13 0.2 6.89 0.13

3 - Lowry Road (west) 0.3 5.46 0.22 1.0 8.70 0.50

4 - Morrisons 0.2 5.11 0.16 1.4 10.51 0.60

There are warnings associated with one or more model runs - see the 'Data Errors and Warnings' tables for each Analysis or Demand Set.


File summary

Units

Analysis Options

File Description

Title (untitled)

Location

Site number

Date 15/04/2016

Version

Status (new file)

Identifier

Client

Jobnumber


Description




1



Analysis Options

Demand Set Summary

Mini-roundabout model

Vehicle length (m)




RFC Threshold



JUNCTIONS 9 5.75 0.85 36.00 20.00


nameTraffic profile




(min)Run

automatically

Base 2018 +


Base 2018 +



2




Junction Network

Junctions


Arms

Arms

Capacity Options


A1 ü 100.000 100.000


1 - Proposed Mini Roundabout Proposed Mini Roundabout Mini-roundabout 1,2,3,4 5.37 A

Driving side Lighting Road surface In London

Left Normal/unknown Normal/unknown

Arm Name Description

1 Lowry Road (east)

2 Proposed Public Car Park

3 Lowry Road (west)

4 Morrisons

Arm Minimum capacity (PCU/hr) Maximum capacity (PCU/hr) Assume flat start profile Initial queue (PCU)

1 - Lowry Road (east) 0.00 99999.00 0.00

2 - Proposed Public Car Park 0.00 99999.00 0.00

3 - Lowry Road (west) 0.00 99999.00 0.00

4 - Morrisons 0.00 99999.00 0.00


3

Mini Roundabout Geometry


Roundabout Slope and Intercept used in model

The slope and intercept shown above include any corrections and adjustments.

Traffic Demand

Demand Set Details



ArmApproach road half-width (m)

Minimum approach road half-width (m)

Entry width (m)

Effective flare length (m)

Distance to next arm (m)

Entry corner kerb line distance (m)

Gradient over 50m (%)

Kerbed central island

1 - Lowry Road

(east)3.60 3.60 4.60 1.0 13.50 11.00 0.0

2 - Proposed

Public Car Park3.00 3.00 5.20 1.6 13.30 8.80 0.0

3 - Lowry Road

(west)3.60 3.60 4.40 0.6 12.30 5.50 0.0

4 - Morrisons 3.90 3.90 4.10 0.7 11.60 8.90 0.0

Arm Final slope Final intercept (PCU/hr)

1 - Lowry Road (east) 0.625 926.541

2 - Proposed Public Car Park 0.607 899.235

3 - Lowry Road (west) 0.619 943.174

4 - Morrisons 0.629 931.921


nameTraffic profile




(min)Run

automatically

D1Base 2018 +





1 - Lowry Road (east) ONE HOUR ü 163.00 100.000

2 - Proposed Public Car Park ONE HOUR ü 90.00 100.000

3 - Lowry Road (west) ONE HOUR ü 164.00 100.000

4 - Morrisons ONE HOUR ü 119.00 100.000


4

Vehicle Mix

Results


Demand (PCU/hr)

To

From

1 - Lowry

Road

(east)

2 - Proposed

Public

Car Park

3 - Lowry

Road

(west)

4 - Morrisons

1 - Lowry

Road

(east) 0.000 22.000 19.000 122.000

2 - Proposed

Public Car

Park

30.000 0.000 60.000 0.000

3 - Lowry

Road

(west) 67.000 42.000 0.000 55.000

4 - Morrisons

44.000 0.000 75.000 0.000

Proportions

To

From

1 - Lowry

Road

(east)

2 - Proposed

Public

Car Park

3 - Lowry

Road

(west)

4 - Morrisons

1 - Lowry

Road

(east) 0.00 0.13 0.12 0.75

2 - Proposed

Public Car

Park

0.33 0.00 0.67 0.00

3 - Lowry

Road

(west) 0.41 0.26 0.00 0.34

4 - Morrisons

0.37 0.00 0.63 0.00


To

From

1 - Lowry

Road

(east)

2 - Proposed

Public

Car Park

3 - Lowry

Road

(west)

4 - Morrisons

1 - Lowry

Road

(east) 0 0 0 0

2 - Proposed

Public Car

Park

0 0 0 0

3 - Lowry

Road

(west) 0 0 0 0

4 - Morrisons

0 0 0 0

Average PCU Per Veh

To

From

1 - Lowry

Road

(east)

2 - Proposed

Public

Car Park

3 - Lowry

Road

(west)

4 - Morrisons

1 - Lowry

Road

(east) 1.000 1.000 1.000 1.000

2 - Proposed

Public Car

Park

1.000 1.000 1.000 1.000

3 - Lowry

Road

(west) 1.000 1.000 1.000 1.000

4 - Morrisons

1.000 1.000 1.000 1.000


1 - Lowry Road (east) 0.21 5.40 0.3 A 149.57 224.36

2 - Proposed Public Car Park 0.13 5.49 0.2 A 82.59 123.88

3 - Lowry Road (west) 0.22 5.46 0.3 A 150.49 225.73

4 - Morrisons 0.16 5.11 0.2 A 109.20 163.79


5






ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)122.71 30.68 87.63 871.75 0.141 122.06 105.59 0.0 0.2 4.798 A

2 - Proposed

Public Car Park67.76 16.94 161.76 801.11 0.085 67.39 47.93 0.0 0.1 4.904 A

3 - Lowry Road

(west)123.47 30.87 113.82 872.74 0.141 122.81 115.33 0.0 0.2 4.796 A

4 - Morrisons 89.59 22.40 104.09 866.41 0.103 89.13 132.55 0.0 0.1 4.628 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)146.53 36.63 105.07 860.85 0.170 146.37 126.62 0.2 0.2 5.037 A

2 - Proposed

Public Car Park80.91 20.23 193.97 781.57 0.104 80.82 57.47 0.1 0.1 5.137 A

3 - Lowry Road

(west)147.43 36.86 136.49 858.71 0.172 147.26 138.29 0.2 0.2 5.058 A

4 - Morrisons 106.98 26.74 124.82 853.37 0.125 106.87 158.94 0.1 0.1 4.822 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)179.47 44.87 128.65 846.11 0.212 179.21 155.03 0.2 0.3 5.398 A

2 - Proposed

Public Car Park99.09 24.77 237.49 755.17 0.131 98.95 70.36 0.1 0.2 5.484 A

3 - Lowry Road

(west)180.57 45.14 167.12 839.76 0.215 180.30 169.33 0.2 0.3 5.456 A

4 - Morrisons 131.02 32.76 152.82 835.74 0.157 130.85 194.60 0.1 0.2 5.105 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)179.47 44.87 128.82 846.00 0.212 179.46 155.24 0.3 0.3 5.400 A

2 - Proposed

Public Car Park99.09 24.77 237.82 754.97 0.131 99.09 70.46 0.2 0.2 5.488 A

3 - Lowry Road

(west)180.57 45.14 167.35 839.62 0.215 180.56 169.55 0.3 0.3 5.461 A

4 - Morrisons 131.02 32.76 153.04 835.61 0.157 131.02 194.88 0.2 0.2 5.108 A


6



ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)146.53 36.63 105.35 860.67 0.170 146.78 126.97 0.3 0.2 5.046 A

2 - Proposed

Public Car Park80.91 20.23 194.50 781.25 0.104 81.05 57.63 0.2 0.1 5.143 A

3 - Lowry Road

(west)147.43 36.86 136.88 858.48 0.172 147.69 138.67 0.3 0.2 5.068 A

4 - Morrisons 106.98 26.74 125.17 853.14 0.125 107.14 159.39 0.2 0.1 4.828 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)122.71 30.68 88.20 871.40 0.141 122.88 106.29 0.2 0.2 4.812 A

2 - Proposed

Public Car Park67.76 16.94 162.83 800.46 0.085 67.85 48.25 0.1 0.1 4.916 A

3 - Lowry Road

(west)123.47 30.87 114.59 872.27 0.142 123.64 116.09 0.2 0.2 4.809 A

4 - Morrisons 89.59 22.40 104.79 865.97 0.103 89.70 133.44 0.1 0.1 4.639 A


7




Junction Network

Junctions


Arms



Mini Roundabout Geometry [same as above]


Traffic Demand

Demand Set Details


Warning Mini-roundabout

Mini-roundabout appears to have unbalanced flows and may behave like a priority junction;

treat results with caution. See User Guide for details.[Arms 3 and 4 have 70% of the total flow

for the roundabout for one or more time segments]


A1 ü 100.000 100.000


1 - Proposed Mini Roundabout Proposed Mini Roundabout Mini-roundabout 1,2,3,4 9.11 A


nameTraffic profile




(min)Run

automatically

D2Base 2018 +



8



Vehicle Mix




1 - Lowry Road (east) ONE HOUR ü 267.00 100.000

2 - Proposed Public Car Park ONE HOUR ü 73.00 100.000

3 - Lowry Road (west) ONE HOUR ü 372.00 100.000

4 - Morrisons ONE HOUR ü 457.00 100.000

Demand (PCU/hr)

To

From

1 - Lowry

Road

(east)

2 - Proposed

Public

Car Park

3 - Lowry

Road

(west)

4 - Morrisons

1 - Lowry

Road

(east) 0.000 22.000 94.000 151.000

2 - Proposed

Public Car

Park

25.000 0.000 48.000 0.000

3 - Lowry

Road

(west) 44.000 56.000 0.000 272.000

4 - Morrisons

258.000 0.000 199.000 0.000

Proportions

To

From

1 - Lowry

Road

(east)

2 - Proposed

Public

Car Park

3 - Lowry

Road

(west)

4 - Morrisons

1 - Lowry

Road

(east) 0.00 0.08 0.35 0.57

2 - Proposed

Public Car

Park

0.34 0.00 0.66 0.00

3 - Lowry

Road

(west) 0.12 0.15 0.00 0.73

4 - Morrisons

0.56 0.00 0.44 0.00


To

From

1 - Lowry

Road

(east)

2 - Proposed

Public

Car Park

3 - Lowry

Road

(west)

4 - Morrisons

1 - Lowry

Road

(east) 0 0 0 0

2 - Proposed

Public Car

Park

0 0 0 0

3 - Lowry

Road

(west) 0 0 0 0

4 - Morrisons

0 0 0 0

Average PCU Per Veh

To

From

1 - Lowry

Road

(east)

2 - Proposed

Public

Car Park

3 - Lowry

Road

(west)

4 - Morrisons

1 - Lowry

Road

(east) 1.000 1.000 1.000 1.000

2 - Proposed

Public Car

Park

1.000 1.000 1.000 1.000

3 - Lowry

Road

(west) 1.000 1.000 1.000 1.000

4 - Morrisons

1.000 1.000 1.000 1.000


9

Results







1 - Lowry Road (east) 0.39 7.88 0.6 A 245.00 367.51

2 - Proposed Public Car Park 0.13 6.89 0.2 A 66.99 100.48

3 - Lowry Road (west) 0.50 8.70 1.0 A 341.35 512.03

4 - Morrisons 0.60 10.51 1.4 B 419.35 629.03

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)201.01 50.25 190.57 807.39 0.249 199.70 244.39 0.0 0.3 5.913 A

2 - Proposed

Public Car Park54.96 13.74 331.94 697.88 0.079 54.62 58.33 0.0 0.1 5.594 A

3 - Lowry Road

(west)280.06 70.02 131.64 861.71 0.325 278.15 254.92 0.0 0.5 6.149 A

4 - Morrisons 344.05 86.01 93.48 873.09 0.394 341.48 316.32 0.0 0.6 6.740 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)240.03 60.01 228.69 783.56 0.306 239.59 293.28 0.3 0.4 6.612 A

2 - Proposed

Public Car Park65.63 16.41 398.30 657.62 0.100 65.52 69.98 0.1 0.1 6.080 A

3 - Lowry Road

(west)334.42 83.61 157.94 845.44 0.396 333.74 305.89 0.5 0.6 7.027 A

4 - Morrisons 410.83 102.71 112.16 861.34 0.477 409.81 379.53 0.6 0.9 7.954 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)293.97 73.49 279.64 751.71 0.391 293.19 358.62 0.4 0.6 7.838 A

2 - Proposed

Public Car Park80.37 20.09 487.20 603.69 0.133 80.21 85.62 0.1 0.2 6.875 A

3 - Lowry Road

(west)409.58 102.39 193.28 823.58 0.497 408.28 374.13 0.6 1.0 8.641 A

4 - Morrisons 503.17 125.79 137.22 845.56 0.595 501.03 464.34 0.9 1.4 10.384 B


10




ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)293.97 73.49 280.72 751.03 0.391 293.95 359.98 0.6 0.6 7.876 A

2 - Proposed

Public Car Park80.37 20.09 488.80 602.72 0.133 80.37 85.87 0.2 0.2 6.891 A

3 - Lowry Road

(west)409.58 102.39 193.77 823.27 0.498 409.54 375.40 1.0 1.0 8.700 A

4 - Morrisons 503.17 125.79 137.62 845.31 0.595 503.09 465.69 1.4 1.4 10.513 B

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)240.03 60.01 230.34 782.53 0.307 240.79 295.35 0.6 0.4 6.656 A

2 - Proposed

Public Car Park65.63 16.41 400.76 656.13 0.100 65.79 70.37 0.2 0.1 6.099 A

3 - Lowry Road

(west)334.42 83.61 158.71 844.97 0.396 335.69 307.84 1.0 0.7 7.088 A

4 - Morrisons 410.83 102.71 112.77 860.95 0.477 412.92 381.63 1.4 0.9 8.072 A

ArmTotal

Demand (PCU/hr)



Capacity (PCU/hr)

RFCThroughput


side) (PCU/hr)

Start queue (PCU)

End queue (PCU)

Delay (s)

LOS

1 - Lowry Road

(east)201.01 50.25 192.55 806.15 0.249 201.46 246.91 0.4 0.3 5.957 A

2 - Proposed

Public Car Park54.96 13.74 335.15 695.93 0.079 55.06 58.87 0.1 0.1 5.619 A

3 - Lowry Road

(west)280.06 70.02 132.79 861.00 0.325 280.77 257.42 0.7 0.5 6.213 A

4 - Morrisons 344.05 86.01 94.33 872.55 0.394 345.13 319.23 0.9 0.7 6.838 A


11

Date post:	16-Jul-2020
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