RPT-TN002 - Transport Assessment...Seaburn – Transport Assessment Page 2 of 47 Document no –...
Transcript of RPT-TN002 - Transport Assessment...Seaburn – Transport Assessment Page 2 of 47 Document no –...
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
Siglion
Seaburn, Sunderland
Transport Assessment
Job No: 1010618 Doc No: RPT-TN002 Latest Revision: A Date: 30/09/2016
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Document no – RPT-TN002
Document Revision History
Revision Ref
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
Initials AD GL NMc
Signature
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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.
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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
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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.
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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
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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
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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:
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• 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.
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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.
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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.
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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
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• 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.
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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/.
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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.
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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
E2 Whitburn Road / Dykelands Road
every 20 minutes South Shields - Whitburn - Sunderland
E6 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
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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.
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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.
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• 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
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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.
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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.
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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.
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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.
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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.
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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;
• 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 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
Arrival Departure Arrival Departure
Trip rate (per unit) 0.104 0.480 0.418 0.209
Total people generation 17 78 68 34
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;
• Edge of town centre, suburban area and edge of town locations; and
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• Monday to Friday survey days only.
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
Trip rate / Total people generation AM Peak PM Peak
Arrival Departure Arrival Departure
Trip rate (per unit) 0.119 0.137 0.124 0.177
Total people generation 4 5 4 6
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;
• Edge of town centre, suburban area and edge of town locations; and
• Monday to Friday survey days only.
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 / Total people generation AM Peak PM Peak
Arrival Departure Arrival Departure
Trip rate (per 100m2) 13.784 13.482 10.706 12.022
Total people generation 276 270 214 240
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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
Arrival Departure Arrival Departure
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.
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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
Arrival Departure Arrival Departure
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
Arrival Departure Arrival Departure
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.
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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
Arrival Departure Arrival Departure
Private houses 12 43 31 20
Private apartments 11 52 45 23
Retirement apartments 3 3 3 4
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.
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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”.
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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.
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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.
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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
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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.
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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.
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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
1 - Whitburn Road (south) 0.3 2.80 0.24 0.4 3.18 0.30
2 - Lowry Road 0.2 4.07 0.14 0.6 5.59 0.36
3 - Whitburn Road (north) 0.7 3.80 0.41 0.5 3.43 0.34
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
Base 2018 + Proposed
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.
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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
Base 2018 + Proposed
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
Base 2018 + Proposed
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.
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Table 23 Morrisons / Lowry Road / Proposed car park Mini-roundabout
AM PM
Queue (PCU) Delay (s) RFC Queue (PCU) Delay (s) RFC
Base 2018 + Proposed
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.
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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%
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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.
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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%
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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.
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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.
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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
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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.
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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.
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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
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Document Revision History
Revision Ref
Issue Date Purpose of issue / description of revision
Document Validation (latest issue)
Project name Seaburn Job Number
Report Name Transportation Scoping Report 1010618
Revision
-
Issue Date
4/02/2016
Purpose of issue / description of revision / version
Draft for client comment
Prepared by Checked by Verified by
Initials AD NMc NMc
Signature
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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.
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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.
Diagram 1 Site location plan
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.
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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).
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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.
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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.
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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.
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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:
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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
Arrival Departure Arrival Departure
Trip rate (per unit) 0.225 0.774 0.567 0.357
Total people generation 18 63 46 29
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;
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 13 individual datasets
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. 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.
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Table 3 Total people trip rates and generation - privately owned flats
Trip rate / Total people generationAM Peak PM Peak
Arrival Departure Arrival Departure
Trip rate (per unit) 0.104 0.48 0.418 0.209
Total people generation 18 82 71 36
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;
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 six individual datasets
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, 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
Trip rate / Total people generationAM Peak PM Peak
Arrival Departure Arrival Departure
Trip rate (per unit) 0.119 0.137 0.124 0.177
Total people generation 4 5 4 6
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:
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Local shops;
Edge of town centre, suburban area and edge of town locations; and
Monday to Friday survey days only.
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 / Total people generationAM Peak PM Peak
Arrival Departure Arrival Departure
Trip rate (per 100m2) 13.784 13.482 10.706 12.022
Total people generation 279 273 217 244
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.
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Table 7 Total people generated
AM Peak PM Peak
Arrival Departure Arrival Departure
Private houses 18 63 46 29
Private apartments 18 82 71 36
Retirement apartments 4 5 4 6
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.
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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
Arrival Departure Arrival Departure
Private houses 12 42 31 20
Private apartments 12 55 47 24
Retirement apartments 3 3 3 4
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.
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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 5km and 10km;
Between 10km and 20km;
Between 20km and 30km;
Between 30km and 40km;
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.
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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
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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.
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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:
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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.
Seaburn – Transportation Scoping Report Page 20 of 21
Document Ref – RPT-TN001
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.
Seaburn – Transportation Scoping Report Page 21 of 21
Document Ref – RPT-TN001
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 2
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
Filtering Stage 3 selection:
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
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles:
0.6 to 1.0 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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 3
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
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
Total Number of dwellings: 4 7
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
Total Number of dwellings: 4 1
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
Total Number of dwellings: 5 2
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
Total Number of dwellings: 3 6
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 4
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL VEHICLES
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 8
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL TAXIS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 12
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL OGVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 16
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL PSVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 20
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL CYCLISTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 24
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL VEHICLE OCCUPANTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 28
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL PEDESTRIANS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 32
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL BUS/TRAM PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 36
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL TOTAL RAIL PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 40
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL COACH PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 44
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL PUBLIC TRANSPORT USERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 48
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15
Page 1
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
Calculation Reference: AUDIT-830401-151209-1240
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 01 - RETAIL
Category : I - SHOPPING CENTRE - LOCAL SHOPS
MULTI-MODAL TOTAL PEOPLE
Selected regions and areas:
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
TW TYNE & WEAR 1 days
10 WALES
CF CARDIFF 1 days
This section displays the number of survey days per TRICS® sub-region in the selected set
Filtering Stage 2 selection:
This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range
are included in the trip rate calculation.
Parameter: Gross floor area
Actual Range: 260 to 1840 (units: sqm)
Range Selected by User: 240 to 2500 (units: sqm)
Public Transport Provision:
Selection by: Include all surveys
Date Range: 01/01/07 to 24/10/13
This data displays the range of survey dates selected. Only surveys that were conducted within this date range are
included in the trip rate calculation.
Selected survey days:
Monday 3 days
Tuesday 3 days
Wednesday 1 days
Thursday 2 days
Friday 1 days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count 10 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:
Suburban Area (PPS6 Out of Centre) 2
Edge of Town 2
Neighbourhood Centre (PPS6 Local Centre) 6
This data displays the number of surveys per main location category within the selected set. The main location categories
consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and
Not Known.
Selected Location Sub Categories:
Commercial Zone 1
Residential Zone 8
No Sub Category 1
TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15
Page 2
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
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.
Filtering Stage 3 selection:
Use Class:
A 1 9 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 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
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles:
75,001 to 100,000 1 days
100,001 to 125,000 2 days
125,001 to 250,000 3 days
250,001 to 500,000 4 days
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles:
0.6 to 1.0 3 days
1.1 to 1.5 7 days
This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,
within a radius of 5-miles of selected survey sites.
Petrol filling station:
Included in the survey count 0 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
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.
TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15
Page 3
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters
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
Survey date: MONDAY 08/10/07 Survey Type: MANUAL
2 CH-01-I-02 LOCAL SHOPS CHESHIRE
CHRISTLETON ROAD
BOUGHTON HEATH
CHESTER
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 2 6 0 sqm
Survey date: TUESDAY 15/05/12 Survey Type: MANUAL
3 CH-01-I-03 LOCAL SHOPS CHESHIRE
MILL LANE
BACHE
CHESTER
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 3 6 5 sqm
Survey date: THURSDAY 17/05/12 Survey Type: MANUAL
4 GS-01-I-01 LOCAL SHOPS GLOUCESTERSHIRE
SALISBURY AVENUE
WARDEN HILL
CHELTENHAM
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 5 2 5 sqm
Survey date: MONDAY 26/04/10 Survey Type: MANUAL
5 HC-01-I-02 LOCAL SHOPS HAMPSHIRE
OLIVER'S BATTERY ROAD S.
OLIVERS BATTERY
WINCHESTER
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 1 6 0 5 sqm
Survey date: TUESDAY 20/11/07 Survey Type: MANUAL
6 TV-01-I-03 LOCAL SHOPS TEES VALLEY
ACKLAM ROAD
ACKLAM
MIDDLESBROUGH
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 1 8 4 0 sqm
Survey date: FRIDAY 04/10/13 Survey Type: MANUAL
7 TV-01-I-04 LOCAL SHOPS TEES VALLEY
CARGO FLEET LANE
ORMESBY
MIDDLESBROUGH
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 5 8 5 sqm
Survey date: MONDAY 07/10/13 Survey Type: MANUAL
TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15
Page 4
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters (Cont.)
8 TW-01-I-02 LOCAL SHOPS TYNE & WEAR
DURHAM ROAD
BARNES PARK
SUNDERLAND
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 5 4 0 sqm
Survey date: WEDNESDAY 21/11/12 Survey Type: MANUAL
9 WM-01-I-01 LOCAL SHOPS WEST MIDLANDS
HOLYHEAD ROAD
COVENTRY
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 1 5 5 0 sqm
Survey date: THURSDAY 27/09/07 Survey Type: MANUAL
10 WM-01-I-02 LOCAL SHOPS WEST MIDLANDS
MARSHALL LAKE ROAD
SHIRLEY
SOLIHULL
Edge of Town
Commercial Zone
Total Gross floor area: 5 1 5 sqm
Survey date: TUESDAY 18/09/07 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a
unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week
and date of each survey, and whether the survey was a manual classified count or an ATC count.
MANUALLY DESELECTED SITES
Site Ref Reason for Deselection
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
TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15
Page 5
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 01 - RETAIL/I - SHOPPING CENTRE - LOCAL SHOPS
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
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
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: 260 - 1840 (units: sqm)
Survey date date range: 01/01/07 - 24/10/13
Number of weekdays (Monday-Friday): 10
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 7
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 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-830401-150430-0429
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL
Category : A - HOUSES PRIVATELY OWNED
MULTI-MODAL VEHICLES
Selected regions and areas:
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
WM WEST MIDLANDS 1 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
This section displays the number of survey days per TRICS® sub-region in the selected set
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 2
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
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: 52 to 432 (units: )
Range Selected by User: 50 to 491 (units: )
Public Transport Provision:
Selection by: Include all surveys
Date Range: 01/01/07 to 11/12/14
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 7 days
Tuesday 6 days
Wednesday 3 days
Thursday 5 days
Friday 5 days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count 26 days
Directional ATC Count 0 days
This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding
up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are
undertaking using machines.
Selected Locations:
Edge of Town Centre 1
Suburban Area (PPS6 Out of Centre) 13
Edge of Town 12
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 21
No Sub Category 5
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.
Filtering Stage 3 selection:
Use Class:
C 3 26 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®.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
Filtering Stage 3 selection (Cont.):
Population within 1 mile:
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
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles:
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
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles:
0.6 to 1.0 6 days
1.1 to 1.5 20 days
This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,
within a radius of 5-miles of selected survey sites.
Travel Plan:
Yes 1 days
No 25 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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 4
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters
1 AD-03-A-01 SEMI-DETACHED ABERDEEN CITY
SPRINGFIELD ROAD
ABERDEEN
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 5 9
Survey date: FRIDAY 18/05/12 Survey Type: MANUAL
2 CB-03-A-04 SEMI DETACHED CUMBRIA
MOORCLOSE ROAD
SALTERBACK
WORKINGTON
Edge of Town
No Sub Category
Total Number of dwellings: 8 2
Survey date: FRIDAY 24/04/09 Survey Type: MANUAL
3 CF-03-A-02 MIXED HOUSES CARDIFF
DROPE ROAD
CARDIFF
Edge of Town
Residential Zone
Total Number of dwellings: 1 9 6
Survey date: FRIDAY 05/10/07 Survey Type: MANUAL
4 CH-03-A-06 SEMI-DET./BUNGALOWS CHESHIRE
CREWE ROAD
CREWE
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Number of dwellings: 1 2 9
Survey date: TUESDAY 14/10/08 Survey Type: MANUAL
5 CW-03-A-02 SEMI D./DETATCHED CORNWALL
BOSVEAN GARDENS
TRURO
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 7 3
Survey date: TUESDAY 18/09/07 Survey Type: MANUAL
6 EX-03-A-01 SEMI-DET. ESSEX
MILTON ROAD
CORRINGHAM
STANFORD-LE-HOPE
Edge of Town
Residential Zone
Total Number of dwellings: 2 3 7
Survey date: TUESDAY 13/05/08 Survey Type: MANUAL
7 FA-03-A-02 MIXED HOUSES FALKIRK
ROSEBANK AVENUE & SPRINGFIELD DRIVE
FALKIRK
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 6 1
Survey date: WEDNESDAY 29/05/13 Survey Type: MANUAL
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 5
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters (Cont.)
8 FI-03-A-03 MIXED HOUSES FIFE
WOODMILL ROAD
DUNFERMLINE
Edge of Town
Residential Zone
Total Number of dwellings: 1 5 5
Survey date: MONDAY 30/04/07 Survey Type: MANUAL
9 HI-03-A-14 SEMI-DETACHED HIGHLAND
CALEDONIAN ROAD
DALNEIGH
INVERNESS
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 7 3
Survey date: FRIDAY 13/05/11 Survey Type: MANUAL
10 LN-03-A-01 MIXED HOUSES LINCOLNSHIRE
BRANT ROAD
BRACEBRIDGE
LINCOLN
Edge of Town
Residential Zone
Total Number of dwellings: 1 5 0
Survey date: TUESDAY 15/05/07 Survey Type: MANUAL
11 LN-03-A-02 MIXED HOUSES LINCOLNSHIRE
HYKEHAM ROAD
LINCOLN
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 8 6
Survey date: MONDAY 14/05/07 Survey Type: MANUAL
12 NE-03-A-02 SEMI DETACHED & DETACHED NORTH EAST LINCOLNSHIRE
HANOVER WALK
SCUNTHORPE
Edge of Town
No Sub Category
Total Number of dwellings: 4 3 2
Survey date: MONDAY 12/05/14 Survey Type: MANUAL
13 NE-03-A-03 PRIVATE HOUSES NORTH EAST LINCOLNSHIRE
STATION ROAD
SCUNTHORPE
Edge of Town Centre
Residential Zone
Total Number of dwellings: 1 8 0
Survey date: TUESDAY 20/05/14 Survey Type: MANUAL
14 NF-03-A-02 HOUSES & FLATS NORFOLK
DEREHAM ROAD
NORWICH
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 9 8
Survey date: MONDAY 22/10/12 Survey Type: MANUAL
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 6
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters (Cont.)
15 NY-03-A-06 BUNGALOWS & SEMI DET. NORTH YORKSHIRE
HORSEFAIR
BOROUGHBRIDGE
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 1 5
Survey date: FRIDAY 14/10/11 Survey Type: MANUAL
16 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE
GRAMMAR SCHOOL LANE
NORTHALLERTON
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 5 2
Survey date: MONDAY 16/09/13 Survey Type: MANUAL
17 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE
BOROUGHBRIDGE ROAD
RIPON
Edge of Town
No Sub Category
Total Number of dwellings: 7 1
Survey date: TUESDAY 17/09/13 Survey Type: MANUAL
18 SC-03-A-04 DETACHED & TERRACED SURREY
HIGH ROAD
BYFLEET
Edge of Town
Residential Zone
Total Number of dwellings: 7 1
Survey date: THURSDAY 23/01/14 Survey Type: MANUAL
19 SF-03-A-01 SEMI DETACHED SUFFOLK
A1156 FELIXSTOWE ROAD
RACECOURSE
IPSWICH
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 7 7
Survey date: WEDNESDAY 23/05/07 Survey Type: MANUAL
20 SF-03-A-02 SEMI DET./TERRACED SUFFOLK
STOKE PARK DRIVE
MAIDENHALL
IPSWICH
Edge of Town
Residential Zone
Total Number of dwellings: 2 3 0
Survey date: THURSDAY 24/05/07 Survey Type: MANUAL
21 SH-03-A-04 TERRACED SHROPSHIRE
ST MICHAEL'S STREET
SHREWSBURY
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Number of dwellings: 1 0 8
Survey date: THURSDAY 11/06/09 Survey Type: MANUAL
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 7
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters (Cont.)
22 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE
SANDCROFT
SUTTON HILL
TELFORD
Edge of Town
Residential Zone
Total Number of dwellings: 5 4
Survey date: THURSDAY 24/10/13 Survey Type: MANUAL
23 SR-03-A-01 DETACHED STIRLING
BENVIEW
STIRLING
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 1 5
Survey date: MONDAY 23/04/07 Survey Type: MANUAL
24 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE
A19 BENTLEY ROAD
BENTLEY RISE
DONCASTER
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 5 4
Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL
25 WM-03-A-03 MIXED HOUSING WEST MIDLANDS
BASELEY WAY
ROWLEYS GREEN
COVENTRY
Edge of Town
Residential Zone
Total Number of dwellings: 8 4
Survey date: MONDAY 24/09/07 Survey Type: MANUAL
26 WS-03-A-04 MIXED HOUSES WEST SUSSEX
HILLS FARM LANE
BROADBRIDGE HEATH
HORSHAM
Edge of Town
Residential Zone
Total Number of dwellings: 1 5 1
Survey date: THURSDAY 11/12/14 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a
unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week
and date of each survey, and whether the survey was a manual classified count or an ATC count.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 8
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL VEHICLES
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 12
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL TAXIS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 16
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL OGVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 20
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL PSVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 24
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL CYCLISTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 28
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL VEHICLE OCCUPANTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 32
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL PEDESTRIANS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 36
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL BUS/TRAM PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 40
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL TOTAL RAIL PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 44
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL COACH PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 48
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL PUBLIC TRANSPORT USERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 52
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 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-830401-150430-0425
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL
Category : C - FLATS PRIVATELY OWNED
MULTI-MODAL VEHICLES
Selected regions and areas:
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
CA CAMBRIDGESHIRE 1 days
06 WEST MIDLANDS
ST STAFFORDSHIRE 1 days
WM WEST MIDLANDS 1 days
07 YORKSHIRE & NORTH LINCOLNSHIRE
RI EAST RIDING OF YORKSHIRE 1 days
08 NORTH WEST
CH CHESHIRE 1 days
09 NORTH
TV TEES VALLEY 2 days
10 WALES
FS FLINTSHIRE 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: 20 to 140 (units: )
Range Selected by User: 6 to 154 (units: )
Public Transport Provision:
Selection by: Include all surveys
Date Range: 01/01/07 to 13/05/14
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 4 days
Tuesday 3 days
Wednesday 4 days
Friday 2 days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count 13 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 5
Suburban Area (PPS6 Out of Centre) 7
Edge of Town 1
This data displays the number of surveys per main location category within the selected set. The main location categories
consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and
Not Known.
Selected Location Sub Categories:
Residential Zone 7
Built-Up Zone 2
No Sub Category 4
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 2
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
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.
Filtering Stage 3 selection:
Use Class:
C 3 13 days
This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005
has been used for this purpose, which can be found within the Library module of TRICS®.
Population within 1 mile:
10,001 to 15,000 4 days
15,001 to 20,000 1 days
20,001 to 25,000 2 days
25,001 to 50,000 6 days
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles:
50,001 to 75,000 2 days
125,001 to 250,000 5 days
250,001 to 500,000 6 days
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles:
0.6 to 1.0 2 days
1.1 to 1.5 11 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 13 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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 3
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters
1 BR-03-C-01 FLATS & TERRACED BRISTOL CITY
CLARENCE ROAD
BRISTOL
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 0 2
Survey date: MONDAY 09/11/09 Survey Type: MANUAL
2 CA-03-C-02 BLOCK OF FLATS CAMBRIDGESHIRE
WESTFIELD ROAD
NETHERTON
PETERBOROUGH
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Number of dwellings: 4 4
Survey date: TUESDAY 18/10/11 Survey Type: MANUAL
3 CH-03-C-01 BLOCKS OF FLATS CHESHIRE
NEW CRANE STREET
CHESTER
Edge of Town Centre
Residential Zone
Total Number of dwellings: 6 0
Survey date: FRIDAY 17/10/08 Survey Type: MANUAL
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
Total Number of dwellings: 9 4
Survey date: TUESDAY 22/10/13 Survey Type: MANUAL
5 FS-03-C-01 BLOCK OF FLATS FLINTSHIRE
WREXHAM STREET
MOLD
Edge of Town Centre
Built-Up Zone
Total Number of dwellings: 3 0
Survey date: MONDAY 06/07/09 Survey Type: MANUAL
6 HF-03-C-02 FLATS HERTFORDSHIRE
BRIDGE ROAD EAST
WELWYN GARDEN CITY
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Number of dwellings: 8 6
Survey date: WEDNESDAY 16/07/08 Survey Type: MANUAL
7 RI-03-C-01 FLATS EAST RIDING OF YORKSHIRE
465 PRIORY ROAD
HULL
Edge of Town
Residential Zone
Total Number of dwellings: 2 0
Survey date: TUESDAY 13/05/14 Survey Type: MANUAL
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 4
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters (Cont.)
8 SC-03-C-01 FLATS SURREY
HEATHCOTE ROAD
CAMBERLEY
Edge of Town Centre
Residential Zone
Total Number of dwellings: 1 4 0
Survey date: MONDAY 21/07/08 Survey Type: MANUAL
9 SC-03-C-02 FLATS SURREY
CONSTITUTION HILL
WOKING
Suburban Area (PPS6 Out of Centre)
Built-Up Zone
Total Number of dwellings: 3 6
Survey date: WEDNESDAY 23/07/08 Survey Type: MANUAL
10 ST-03-C-01 BLOCKS OF FLATS STAFFORDSHIRE
ETRURIA COURT
HUMBERT ROAD
STOKE-ON-TRENT
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Number of dwellings: 3 3
Survey date: WEDNESDAY 26/11/08 Survey Type: MANUAL
11 TV-03-C-01 APARTMENTS BLOCKS TEES VALLEY
OXFORD ROAD
LINTHORPE
MIDDLESBROUGH
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 8 5
Survey date: MONDAY 06/10/08 Survey Type: MANUAL
12 TV-03-C-02 FLATS TEES VALLEY
ACKLAM ROAD
LINTHORPE
MIDDLESBROUGH
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 8 5
Survey date: WEDNESDAY 29/06/11 Survey Type: MANUAL
13 WM-03-C-03 FLATS WEST MIDLANDS
LODE LANE
SOLIHULL
Edge of Town Centre
No Sub Category
Total Number of dwellings: 6 0
Survey date: FRIDAY 21/09/07 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a
unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week
and date of each survey, and whether the survey was a manual classified count or an ATC count.
MANUALLY DESELECTED SITES
Site Ref Reason for Deselection
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
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 5
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL VEHICLES
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 9
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL TAXIS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 13
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL OGVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 17
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL PSVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 21
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL CYCLISTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 25
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL VEHICLE OCCUPANTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 29
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL PEDESTRIANS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 33
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL BUS/TRAM PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 37
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL TOTAL RAIL PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 41
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL COACH PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 45
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL PUBLIC TRANSPORT USERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 49
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
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.
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
Vehicle Flows (PCUs)
Percentage Distribution - Retail
AM and PM Peak
Lo
wry
Ro
ad
Seafields Service Access
Dykelands RoadDykelands Road
Proposed Public Car Park
2
812
3
Arrivals 27Departures 100
80
22
80
22
12
73 7
20 57
21
11 3
Seafields Service Access
Dykelands Road
Vehicle Flows (PCUs)
Dykelands Road
Proposed Public Car Park
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
Arrivals 81Departures 48
38
65
38
65
6
35 3
59 22
64
24 10
Seafields Service Access
Dykelands Road
Vehicle Flows (PCUs)
Dykelands Road
Proposed Public Car Park
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
Arrivals 110Departures 107
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
Vehicle Flows (PCUs)
Development Flows - Retail
AM Peak (08:00 - 09:00)
Lo
wry
Ro
ad
Seafields Service Access
Dykelands RoadDykelands Road
Proposed Public Car Park
7
825 8
14
28 0 16
7
28
25
28
Arrivals 85Departures 96
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
Vehicle Flows (PCUs)
Development Flows - Retail
PM Peak (17:15 - 18:15)
Lo
wry
Ro
ad
Seafields Service Access
Dykelands RoadDykelands Road
Proposed Public Car Park
Appendix C
85 500
5343
42 305
1.031
90 0
1061
00
79 461
68 33
7983 47
183
25172
31 318
Seafields Service Access
Dykelands RoadDykelands Road
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
Vehicle Flows (PCUs)
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
Seafields Service Access
Dykelands RoadDykelands Road
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
Vehicle Flows (PCUs)
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
Vehicle Flows (PCUs)
Base 2018 + Proposed
AM Peak (08:00 - 09:00)
Lo
wry
Ro
ad
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
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
Vehicle Flows (PCUs)
Base 2018 + Proposed
PM Peak (17:15 - 18:15)
Lo
wry
Ro
ad
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
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
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 Whitburn Road North 0 0 42 2 0 0 8 52 0 0 1 0 0 0 0 1
07:15 Whitburn Road North 0 0 52 4 0 0 6 62 0 0 3 0 0 0 0 3
07:30 Whitburn Road North 0 0 73 8 0 0 8 89 0 0 5 2 0 0 0 7
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
08:00 Whitburn Road North 0.5 0 114 6 3 0 4 127.5 0 0 8 3 0 0 0 11
08:15 Whitburn Road North 0.5 0 100 9 0 0 10 119.5 0 0 16 1 0 0 0 17
08:30 Whitburn Road North 0 0 110 5 1.5 2 2 120.5 0 0 29 1 0 0 0 30
08:45 Whitburn Road North 0 0 101 4 0 0 12 117 0 0 22 2 0 0 0 24
Total 8 to 9 1 0 425 24 4.5 2 28 484.5 0 0 75 7 0 0 0 82
09:00 Whitburn Road North 0 0 67 4 0 0 10 81 0 0 17 3 0 0 0 20
09:15 Whitburn Road North 1 0 54 6 4.5 0 8 73.5 0 0 18 1 0 0 0 19
09:30 Whitburn Road North 0.5 0 58 6 0 0 6 70.5 0 0 21 4 0 0 0 25
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
10:00 Whitburn Road North 1 0 72 8 1.5 0 4 86.5 0 0 19 2 0 0 0 21
10:15 Whitburn Road North 1 0 47 7 0 0 10 65 0 0 36 3 0 0 0 39
10:30 Whitburn Road North 0 0 74 7 3 0 4 88 0 0 34 2 0 0 0 36
10:45 Whitburn Road North 0 0 53 2 3 4 8 70 0 0 47 2 0 0 0 49
Total 10 to 11 2 0 246 24 7.5 4 26 309.5 0 0 136 9 0 0 0 145
11:00 Whitburn Road North 2 0 60 10 1.5 0 6 79.5 0 0 38 1 0 0 0 39
11:15 Whitburn Road North 0 0 56 8 3 0 10 77 0 0 39 1 0 0 0 40
11:30 Whitburn Road North 0 0 56 9 3 2 4 74 0 0 34 2 1.5 0 0 37.5
11:45 Whitburn Road North 0.5 0 54 9 0 2 8 73.5 0 0 34 3 0 0 0 37
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
12:15 Whitburn Road North 0.5 0 55 6 1.5 0 12 75 0 0 38 6 0 0 0 44
12:30 Whitburn Road North 0 0 59 12 0 0 4 75 0 0 28 4 0 0 0 32
12:45 Whitburn Road North 0 0 62 6 0 0 6 74 0 0 27 3 0 0 0 30
Total 12 to 13 0.5 0 234 34 3 0 28 299.5 0 0 124 17 1.5 0 0 142.5
13:00 Whitburn Road North 0 0 57 12 0 0 6 75 0 0 30 5 1.5 0 0 36.5
13:15 Whitburn Road North 0 0 56 9 0 2 8 75 0 0 27 1 0 0 0 28
13:30 Whitburn Road North 0 0 48 6 0 0 6 60 0 0 34 2 1.5 0 0 37.5
13:45 Whitburn Road North 0 0 58 5 1.5 0 12 76.5 0 0 33 2 0 0 0 35
Total 13 to 14 0 0 219 32 1.5 2 32 286.5 0 0 124 10 3 0 0 137
14:00 Whitburn Road North 0 0 64 6 0 0 4 74 0 0 25 4 0 0 0 29
14:15 Whitburn Road North 0.5 0 52 11 3 2 10 78.5 0 0 39 3 0 0 0 42
14:30 Whitburn Road North 0 0 62 10 1.5 0 4 77.5 0 0 51 4 0 0 0 55
14:45 Whitburn Road North 0 0 62 7 1.5 0 6 76.5 0 0 37 5 0 0 0 42
Total 14 to 15 0.5 0 240 34 6 2 24 306.5 0 0 152 16 0 0 0 168
15:00 Whitburn Road North 0 0 53 7 0 2 10 72 0 0 30 4 1.5 0 0 35.5
15:15 Whitburn Road North 0.5 0 49 7 1.5 0 8 66 0 0 40 0 0 0 0 40
15:30 Whitburn Road North 0 2.55 54 0 1.5 2 4 64.05 0 0 36 1 0 0 0 37
15:45 Whitburn Road North 0 0.85 64 6 1.5 0 6 78.35 0 0 39 1 0 0 0 40
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
16:00 Whitburn Road North 1 0 52 7 0 0 12 72 0 0 24 3 0 0 0 27
16:15 Whitburn Road North 0 0 60 5 0 0 6 71 0 0 37 3 0 0 0 40
16:30 Whitburn Road North 0 0 70 7 1.5 0 6 84.5 0 0 32 2 0 0 0 34
16:45 Whitburn Road North 0 0 60 7 0 0 6 73 0 0 30 2 0 0 0 32
Total 16 to 17 1 0 242 26 1.5 0 30 300.5 0 0 123 10 0 0 0 133
17:00 Whitburn Road North 0 0 66 7 3 0 8 84 0 0 44 0 0 0 0 44
17:15 Whitburn Road North 0.5 0 73 2 0 0 10 85.5 0 0 40 3 0 0 0 43
17:30 Whitburn Road North 0 0 63 2 0 0 6 71 0 0 27 3 0 0 0 30
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
18:00 Whitburn Road North 0 0 72 3 0 0 4 79 0 0 39 1 0 0 0 40
18:15 Whitburn Road North 0 0 59 1 0 0 6 66 0 0 28 1 0 0 0 29
18:30 Whitburn Road North 0 0 55 3 0 0 4 62 0 0 24 1 0 0 0 25
18:45 Whitburn Road North 0 0 47 5 0 0 6 58 0 0 29 2 0 0 0 31
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
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 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 8 to 9 0 0 96 5 0 1 0 102 0 0 1 0 0 0 0 1 103 85 0 188 1 1 0 209:00 Lowery Road West 0 0 37 3 1 1 0 42 0 0 1 0 0 0 0 1 43 20 0 63 2 0 0 209:15 Lowery Road West 0 0 28 1 0 1 0 30 0 0 0 0 0 0 0 0 30 27 0 57 1 1 0 209:30 Lowery Road West 0 0 42 6 0 0 0 48 0 0 0 0 0 0 0 0 48 30 1 79 0 1 0 109:45 Lowery Road West 1 0 44 5 0 0 0 50 0 0 0 2 0 0 0 2 52 25 2 79 0 1 0 1
Total 9 to 10 1 0 151 15 1 2 0 170 0 0 1 2 0 0 0 3 173 102 3 278 3 3 0 610:00 Lowery Road West 0 0 33 4 0 0 2 39 0 0 1 1 0 0 0 2 41 39 2 82 0 1 0 110:15 Lowery Road West 0 0 41 1 1 2 0 45 0 0 1 0 0 0 0 1 46 35 0 81 3 0 0 310:30 Lowery Road West 0 0 61 3 0 1 0 65 0 0 0 0 0 0 0 0 65 40 0 105 1 0 0 110:45 Lowery Road West 0 0 63 6 0 0 0 69 0 0 1 0 0 0 0 1 70 51 0 121 0 1 0 1
Total 10 to 11 0 0 198 14 1 3 2 218 0 0 3 1 0 0 0 4 222 165 2 389 4 2 0 611:00 Lowery Road West 0 0 63 4 0 1 0 68 0 0 1 0 1 0 0 2 70 62 1 133 2 2 0 411:15 Lowery Road West 0 0 44 4 0 0 0 48 0 0 1 0 0 0 0 1 49 64 2 115 0 1 1 211:30 Lowery Road West 0 0 61 5 0 0 0 66 0 0 1 2 0 0 0 3 69 50 1 120 0 1 0 111:45 Lowery Road West 0 0 69 3 0 0 0 72 0 0 3 0 0 0 0 3 75 58 1 134 0 0 0 0
Total 11 to 12 0 0 237 16 0 1 0 254 0 0 6 2 1 0 0 9 263 234 5 502 2 4 1 712:00 Lowery Road West 0 0 66 3 0 0 0 69 0 0 2 0 0 0 0 2 71 65 3 139 0 2 0 212:15 Lowery Road West 0 0 53 3 0 0 0 56 0 0 2 0 0 0 0 2 58 70 3 131 0 0 1 112:30 Lowery Road West 0 0 56 7 0 0 0 63 0 0 2 1 0 0 0 3 66 62 0 128 0 0 0 012:45 Lowery Road West 0 0 57 2 0 0 0 59 0 0 2 1 0 0 0 3 62 62 4 128 0 0 0 0
Total 12 to 13 0 0 232 15 0 0 0 247 0 0 8 2 0 0 0 10 257 259 10 526 0 2 1 313:00 Lowery Road West 0 0 48 3 0 0 0 51 0 0 2 0 0 0 0 2 53 62 2 117 0 1 0 113:15 Lowery Road West 0 0 51 3 0 0 0 54 0 0 0 0 0 0 0 0 54 63 4 121 0 0 0 013:30 Lowery Road West 0 0 63 3 0 0 0 66 0 0 0 0 0 0 0 0 66 48 3 117 0 0 0 013:45 Lowery Road West 0 0 65 5 0 0 0 70 0 0 2 2 0 0 0 4 74 42 4 120 0 1 0 1
Total 13 to 14 0 0 227 14 0 0 0 241 0 0 4 2 0 0 0 6 247 215 13 475 0 2 0 214:00 Lowery Road West 0 0 69 8 0 0 0 77 0 0 0 0 0 0 0 0 77 71 1 149 0 2 0 214:15 Lowery Road West 0 0 71 5 0 2 0 78 0 0 0 1 0 0 0 1 79 76 2 157 2 1 0 314:30 Lowery Road West 0 0 52 8 0 0 0 60 0 0 0 0 0 0 0 0 60 77 0 137 0 1 0 114:45 Lowery Road West 0 0 55 8 1 0 0 64 0 0 0 0 0 0 0 0 64 76 1 141 1 2 0 3
Total 14 to 15 0 0 247 29 1 2 0 279 0 0 0 1 0 0 0 1 280 300 4 584 3 6 0 915:00 Lowery Road West 0 0 43 3 0 0 0 46 0 0 0 0 0 0 0 0 46 59 2 107 0 1 0 115:15 Lowery Road West 0 0 54 1 0 0 0 55 0 0 0 0 0 0 0 0 55 52 0 107 0 1 0 115:30 Lowery Road West 0 0 80 1 0 0 0 81 0 0 2 0 0 0 0 2 83 46 1 130 0 1 0 115:45 Lowery Road West 0 0 67 5 1 0 0 73 0 0 0 0 0 0 0 0 73 73 1 147 1 0 0 1
Total 15 to 16 0 0 244 10 1 0 0 255 0 0 2 0 0 0 0 2 257 230 4 491 1 3 0 416:00 Lowery Road West 0 0 50 5 0 0 0 55 0 0 0 0 0 0 0 0 55 68 4 127 0 1 0 116:15 Lowery Road West 0 0 54 3 0 0 0 57 0 0 2 0 0 0 0 2 59 47 0 106 0 0 0 016:30 Lowery Road West 0 1 63 4 0 0 0 68 0 0 0 0 0 0 0 0 68 64 0 132 0 1 0 116:45 Lowery Road West 0 0 78 7 0 0 0 85 0 0 4 0 0 0 0 4 89 56 3 148 0 0 0 0
Total 16 to 17 0 1 245 19 0 0 0 265 0 0 6 0 0 0 0 6 271 235 7 513 0 2 0 217:00 Lowery Road West 0 0 76 5 0 0 0 81 0 0 3 0 0 0 0 3 84 68 4 156 0 0 0 017:15 Lowery Road West 0 0 78 2 0 0 0 80 0 0 2 0 0 0 0 2 82 63 3 148 0 0 0 017:30 Lowery Road West 0 0 62 3 0 0 0 65 0 0 0 0 0 0 0 0 65 54 1 120 0 0 0 017:45 Lowery Road West 0 0 77 6 0 0 0 83 0 0 3 0 0 0 0 3 86 72 3 161 0 0 0 0
Total 17 to 18 0 0 293 16 0 0 0 309 0 0 8 0 0 0 0 8 317 257 11 585 0 0 0 018:00 Lowery Road West 0 0 67 4 0 0 0 71 0 0 1 1 0 0 0 2 73 84 0 157 0 0 0 018:15 Lowery Road West 0 0 54 3 0 0 0 57 0 0 1 0 0 0 0 1 58 49 0 107 0 1 0 118:30 Lowery Road West 0 0 58 2 0 0 0 60 0 0 0 0 0 0 0 0 60 51 4 115 0 0 0 018:45 Lowery Road West 1 0 67 2 0 0 0 70 0 0 0 0 0 0 0 0 70 53 3 126 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
Network peak if ApplicableAM Peak Hour 08:00 to 09:00 0 0 96 5 0 1 0 102 0 0 1 0 0 0 0 1
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
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 North 0 0 0 0 0 0 0 0 0 0 4 1 0 0 0 5
07:15 Lowery Road North 0 0 0 0 0 0 0 0 0 1 4 4 0 0 0 9
07:30 Lowery Road North 0 0 0 0 0 0 0 0 0 0 8 3 0 1 0 12
07:45 Lowery Road North 0 0 0 0 0 0 0 0 0 0 14 2 0 0 0 16
Total 7 to 8 0 0 0 0 0 0 0 0 0 1 30 10 0 1 0 42
08:00 Lowery Road North 0 0 0 0 0 0 0 0 0 0 9 2 0 1 0 12
08:15 Lowery Road North 0 0 0 0 0 0 0 0 0 0 15 4 0 0 0 19
08:30 Lowery Road North 0 0 0 0 0 0 0 0 0 0 25 4 0 0 0 29
08:45 Lowery Road North 0 0 0 0 0 0 0 0 0 0 23 2 0 0 0 25
Total 8 to 9 0 0 0 0 0 0 0 0 0 0 72 12 0 1 0 85
09:00 Lowery Road North 0 0 0 0 0 0 0 0 0 0 19 1 0 0 0 20
09:15 Lowery Road North 0 0 0 0 0 0 0 0 1 0 23 2 0 1 0 27
09:30 Lowery Road North 0 0 1 0 0 0 0 1 0 0 25 3 0 1 0 29
09:45 Lowery Road North 0 0 0 0 0 0 0 0 0 0 22 2 0 1 0 25
Total 9 to 10 0 0 1 0 0 0 0 1 1 0 89 8 0 3 0 101
10:00 Lowery Road North 0 0 0 0 0 0 0 0 0 0 35 3 1 0 0 39
10:15 Lowery Road North 0 0 0 0 0 0 0 0 0 0 33 2 0 0 0 35
10:30 Lowery Road North 0 0 0 0 0 0 0 0 0 0 35 5 0 0 0 40
10:45 Lowery Road North 0 0 0 0 0 0 0 0 0 0 50 0 1 0 0 51
Total 10 to 11 0 0 0 0 0 0 0 0 0 0 153 10 2 0 0 165
11:00 Lowery Road North 0 0 0 0 0 0 0 0 0 0 56 4 1 1 0 62
11:15 Lowery Road North 0 0 1 0 0 0 0 1 0 0 59 3 0 1 0 63
11:30 Lowery Road North 0 0 1 1 0 0 0 2 0 0 43 2 0 1 2 48
11:45 Lowery Road North 0 0 0 0 0 0 0 0 0 0 53 5 0 0 0 58
Total 11 to 12 0 0 2 1 0 0 0 3 0 0 211 14 1 3 2 231
12:00 Lowery Road North 0 0 0 1 1 0 0 2 0 0 60 2 1 0 0 63
12:15 Lowery Road North 0 0 0 0 0 0 0 0 0 0 65 5 0 0 0 70
12:30 Lowery Road North 0 0 0 1 0 0 0 1 0 0 55 6 0 0 0 61
12:45 Lowery Road North 0 0 0 0 0 0 0 0 0 0 56 6 0 0 0 62
Total 12 to 13 0 0 0 2 1 0 0 3 0 0 236 19 1 0 0 256
13:00 Lowery Road North 0 0 0 1 0 0 0 1 0 0 54 6 1 0 0 61
13:15 Lowery Road North 0 0 0 0 0 0 0 0 0 0 61 2 0 0 0 63
13:30 Lowery Road North 0 0 0 1 0 0 0 1 0 0 40 7 0 0 0 47
13:45 Lowery Road North 0 0 0 0 0 0 0 0 0 0 39 2 0 1 0 42
Total 13 to 14 0 0 0 2 0 0 0 2 0 0 194 17 1 1 0 213
14:00 Lowery Road North 0 0 1 0 0 0 0 1 0 0 63 5 2 0 0 70
14:15 Lowery Road North 0 0 1 0 0 0 0 1 0 0 68 6 0 1 0 75
14:30 Lowery Road North 0 0 0 0 0 0 0 0 0 0 67 9 1 0 0 77
14:45 Lowery Road North 0 0 1 0 0 0 0 1 0 0 70 3 2 0 0 75
Total 14 to 15 0 0 3 0 0 0 0 3 0 0 268 23 5 1 0 297
15:00 Lowery Road North 0 0 1 0 0 0 0 1 0 0 53 4 1 0 0 58
15:15 Lowery Road North 0 0 0 0 0 0 0 0 0 0 48 3 0 1 0 52
15:30 Lowery Road North 0 0 0 0 0 0 0 0 0 0 44 1 0 1 0 46
15:45 Lowery Road North 0 0 1 0 0 0 0 1 0 0 69 3 0 0 0 72
Total 15 to 16 0 0 2 0 0 0 0 2 0 0 214 11 1 2 0 228
16:00 Lowery Road North 0 0 2 0 0 0 0 2 1 1 59 4 1 0 0 66
16:15 Lowery Road North 0 0 0 0 0 0 0 0 0 0 41 6 0 0 0 47
16:30 Lowery Road North 0 0 0 0 0 0 0 0 0 0 60 3 1 0 0 64
16:45 Lowery Road North 0 0 0 0 0 0 0 0 0 1 52 3 0 0 0 56
Total 16 to 17 0 0 2 0 0 0 0 2 1 2 212 16 2 0 0 233
17:00 Lowery Road North 0 0 0 0 0 0 0 0 0 0 62 6 0 0 0 68
17:15 Lowery Road North 0 0 0 0 0 0 0 0 0 0 61 2 0 0 0 63
17:30 Lowery Road North 0 0 0 0 0 0 0 0 0 0 49 5 0 0 0 54
17:45 Lowery Road North 0 0 1 0 0 0 0 1 2 0 63 6 0 0 0 71
Total 17 to 18 0 0 1 0 0 0 0 1 2 0 235 19 0 0 0 256
18:00 Lowery Road North 0 0 0 0 0 0 0 0 0 0 79 5 0 0 0 84
18:15 Lowery Road North 0 0 0 0 0 0 0 0 0 0 45 3 0 1 0 49
18:30 Lowery Road North 0 0 0 0 0 0 0 0 0 0 46 5 0 0 0 51
18:45 Lowery Road North 0 0 1 0 0 0 0 1 0 0 49 3 0 0 0 52
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
Network peak if ApplicableAM Peak Hour 08:00 to 09:00 0 0 0 0 0 0 0 0 0 0 72 12 0 1 0 85
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
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 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
Network peak if ApplicableAM Peak Hour 08:00 to 09:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
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
PCU Values Changable
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
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 0.5 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
Network peak if ApplicableAM 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 17:15 to 18:15 0 0 32 0 0 0 0 32 0 1.7 321 29 3 0 30 384.7
Turning Movements All Vehicles All Day
AM Peak PM Peak
Dykelands 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 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
Network peak if ApplicableAM 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 17:15 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
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 Whitburn Road North 0 0 37 2 0 0 6 45 0 0 5 0 0 0 2 7
07:15 Whitburn Road North 0 0 47 9 0 0 6 62 0 0 7 0 0 0 0 7
07:30 Whitburn Road North 0 0 66 10 0 0 6 82 0 0 9 0 0 0 2 11
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
08:00 Whitburn Road North 0.5 0 99 8 3 0 4 114.5 0 0 18 0 0 0 0 18
08:15 Whitburn Road North 0.5 0 92 8 0 0 8 108.5 0 0 17 4 0 0 2 23
08:30 Whitburn Road North 0 0 106 7 1.5 4 0 118.5 0 0 11 2 0 0 2 15
08:45 Whitburn Road North 0 0 92 4 0 0 10 106 0 0 19 0 0 0 2 21
Total 8 to 9 1 0 389 27 4.5 4 22 447.5 0 0 65 6 0 0 6 77
09:00 Whitburn Road North 0 0 74 6 0 0 10 90 0 0 6 0 0 0 0 6
09:15 Whitburn Road North 1 0 52 9 4.5 0 6 72.5 0 0 8 1 0 0 2 11
09:30 Whitburn Road North 0.5 0 60 7 0 0 4 71.5 0 0 9 1 0 0 2 12
09:45 Whitburn Road North 0.5 0 64 10 1.5 2 6 84 0 0 14 1 0 0 2 17
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
10:15 Whitburn Road North 1 0 64 6 0 0 6 77 0 0 3 1 0 0 4 8
10:30 Whitburn Road North 0 0 76 7 3 0 2 88 0 0 10 3 0 0 2 15
10:45 Whitburn Road North 0 0 60 3 1.5 4 6 74.5 0 0 7 1 1.5 0 2 11.5
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
11:00 Whitburn Road North 2 0 71 9 1.5 0 6 89.5 0 0 5 2 0 0 0 7
11:15 Whitburn Road North 0 0 61 10 4.5 0 6 81.5 0 0 9 0 0 0 4 13
11:30 Whitburn Road North 0 0 54 7 4.5 2 2 69.5 0 0 16 2 0 0 2 20
11:45 Whitburn Road North 0.5 0 66 5 0 2 6 79.5 0 0 8 4 0 0 2 14
Total 11 to 12 2.5 0 252 31 10.5 4 20 320 0 0 38 8 0 0 8 54
12:00 Whitburn Road North 0 0 62 13 1.5 0 6 82.5 0 0 8 0 0 0 0 8
12:15 Whitburn Road North 0.5 0 68 6 1.5 0 10 86 0 0 5 4 0 0 4 13
12:30 Whitburn Road North 0 0 72 8 0 0 2 82 0 0 3 5 0 0 2 10
12:45 Whitburn Road North 0 0 62 5 0 0 4 71 0 0 10 2 0 0 2 14
Total 12 to 13 0.5 0 264 32 3 0 22 321.5 0 0 26 11 0 0 8 45
13:00 Whitburn Road North 0 0 62 11 0 0 6 79 0 0 4 1 0 0 0 5
13:15 Whitburn Road North 0 0 68 7 0 2 4 81 0 0 3 2 0 0 4 9
13:30 Whitburn Road North 0 0 49 7 0 0 4 60 0 0 11 0 0 0 2 13
13:45 Whitburn Road North 0 0 71 7 1.5 0 10 89.5 0 0 7 1 0 0 2 10
Total 13 to 14 0 0 250 32 1.5 2 24 309.5 0 0 25 4 0 0 8 37
14:00 Whitburn Road North 0 0 68 7 1.5 0 4 80.5 0 0 8 1 0 0 0 9
14:15 Whitburn Road North 0.5 0 58 10 3 2 6 79.5 0 0 5 1 0 0 4 10
14:30 Whitburn Road North 0 0 63 11 1.5 0 2 77.5 0 0 7 1 0 0 2 10
14:45 Whitburn Road North 0 0 65 6 0 0 6 77 0 0 10 2 3 0 0 15
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
15:15 Whitburn Road North 0.5 0 58 7 3 0 4 72.5 0 0 7 1 0 0 4 12
15:30 Whitburn Road North 0 2.55 66 0 1.5 2 2 74.05 0 0 2 1 0 0 2 5
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
16:00 Whitburn Road North 1 0 64 8 0 0 10 83 0 0 3 2 3 0 2 10
16:15 Whitburn Road North 0 0 76 7 1.5 0 2 86.5 0 0 5 0 1.5 0 4 10.5
16:30 Whitburn Road North 0 0 74 8 1.5 0 4 87.5 0 0 10 0 0 0 2 12
16:45 Whitburn Road North 0 0 61 8 0 0 6 75 0 0 5 0 0 0 0 5
Total 16 to 17 1 0 275 31 3 0 22 332 0 0 23 2 4.5 0 8 37.5
17:00 Whitburn Road North 0 0 71 9 1.5 0 8 89.5 0 0 9 1 1.5 0 0 11.5
17:15 Whitburn Road North 0.5 0 85 4 0 0 8 97.5 0 0 6 0 0 0 2 8
17:30 Whitburn Road North 0 0 79 3 0 2 6 90 0 0 4 0 0 0 0 4
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
18:00 Whitburn Road North 0 0 70 4 0 0 4 78 0 0 11 1 0 0 0 12
18:15 Whitburn Road North 0 0 59 1 0 0 4 64 0 0 12 1 0 0 2 15
18:30 Whitburn Road North 0 0 61 2 0 0 4 67 0 0 9 1 0 0 0 10
18:45 Whitburn Road North 0 0 48 8 0 0 4 60 0 0 16 0 0 0 2 18
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
Network peak if ApplicableAM 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 17:15 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
PCU Values Changable
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
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 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
Turning Movements All Vehicles All Day
AM Peak PM Peak
Seafields Dyklands Road East
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 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
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
Dyklands Road East Dykelands Road West
Leg 3
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 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
07:30 Dyklands Road East 0 0 25 1 0 0 2 28 0 0 0 0 0 0 0 0
07:45 Dyklands Road East 0 0 29 1 0 0 2 32 0 0 3 0 0 0 0 3
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
08:15 Dyklands Road East 0 0 44 4 0 0 2 50 0 0 2 0 0 2 0 4
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
09:00 Dyklands Road East 0 0 14 1 0 0 0 15 0 0 10 0 0 2 0 12
09:15 Dyklands Road East 0 0 13 3 0 0 2 18 0 0 5 0 0 2 0 7
09:30 Dyklands Road East 0 0 13 2 0 0 2 17 0.5 0 5 1 0 0 0 6.5
09:45 Dyklands Road East 0 0 23 0 0 0 2 25 0 0 10 3 0 0 0 13
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
10:15 Dyklands Road East 0 0 7 0 0 0 4 11 0 0 15 1 0 2 0 18
10:30 Dyklands Road East 0 0 19 3 0 0 2 24 0 0 20 2 0 2 0 24
10:45 Dyklands Road East 0 0 18 2 1.5 0 2 23.5 0 0 19 4 0 0 0 23
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
11:15 Dyklands Road East 0 0 20 1 1.5 0 4 26.5 0 0 12 0 0 0 0 12
11:30 Dyklands Road East 0 0 22 2 0 0 2 26 0 0 13 5 0 0 0 18
11:45 Dyklands Road East 0 0 24 4 0 0 2 30 0 0 24 1 1.5 0 0 26.5
Total 11 to 12 0 0 88 9 1.5 0 8 106.5 0 0 71 8 6 2 0 87
12:00 Dyklands Road East 0 0 21 2 0 0 0 23 0 0 30 3 0 0 0 33
12:15 Dyklands Road East 0 0 18 3 1.5 0 4 26.5 0 0 17 1 0 0 0 18
12:30 Dyklands Road East 0 0 12 5 0 0 2 19 0 0 17 2 0 0 0 19
12:45 Dyklands Road East 0 0 26 3 0 0 2 31 0 0 21 2 0 0 0 23
Total 12 to 13 0 0 77 13 1.5 0 8 99.5 0 0 85 8 0 0 0 93
13:00 Dyklands Road East 0 0 12 2 0 0 0 14 0 0 14 1 0 0 0 15
13:15 Dyklands Road East 0 0 15 3 0 0 4 22 0 0 17 1 0 0 0 18
13:30 Dyklands Road East 0 0 21 0 0 0 2 23 0 0 21 0 0 0 0 21
13:45 Dyklands Road East 0 0 23 2 0 0 2 27 0 0 27 3 0 0 0 30
Total 13 to 14 0 0 71 7 0 0 8 86 0 0 79 5 0 0 0 84
14:00 Dyklands Road East 0 0 24 3 0 0 0 27 0 0 23 2 3 0 0 28
14:15 Dyklands Road East 0 0 16 0 0 0 4 20 0 0 28 3 1.5 4 0 36.5
14:30 Dyklands Road East 0 0 21 4 0 0 2 27 0 0 22 2 1.5 0 0 25.5
14:45 Dyklands Road East 0 0 33 2 0 0 0 35 0 0 28 2 3 0 0 33
Total 14 to 15 0 0 94 9 0 0 6 109 0 0 101 9 9 4 0 123
15:00 Dyklands Road East 0 0 31 1 0 0 2 34 0 0 16 0 4.5 0 0 20.5
15:15 Dyklands Road East 0 0 20 2 0 0 4 26 0 0 19 0 0 0 0 19
15:30 Dyklands Road East 0 0 20 0 0 0 2 22 0 0 32 0 0 0 0 32
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
16:00 Dyklands Road East 0 0 13 7 0 0 2 22 0 0 15 3 1.5 0 0 19.5
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
16:30 Dyklands Road East 0 0 19 0 0 0 2 21 0 0 24 0 1.5 0 0 25.5
16:45 Dyklands Road East 0 0 25 1 0 0 0 26 0 0 31 3 3 0 0 37
Total 16 to 17 0 0 68 12 1.5 0 8 89.5 0 0 89 8 7.5 0 0 104.5
17:00 Dyklands Road East 0 0 24 3 0 2 2 31 0 0 41 2 0 0 0 43
17:15 Dyklands Road East 0 0 21 2 0 0 2 25 0 0 28 0 0 0 0 28
17:30 Dyklands Road East 0 0 23 1 0 0 0 24 0 0 34 2 0 0 0 36
17:45 Dyklands Road East 0 0 22 0 1.5 2 4 29.5 0 0 29 3 0 0 0 32
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
18:15 Dyklands Road East 0 0 24 2 0 0 2 28 0 0 18 2 0 0 0 20
18:30 Dyklands Road East 0 0 20 4 0 0 0 24 0 0 17 0 0 0 0 17
18:45 Dyklands Road East 0 0 25 1 0 0 2 28 0 0 17 0 0 0 0 17
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
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
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
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Document no – RPT-TN003
Document Revision History
Revision Ref
Issue Date Purpose of issue / description of revision
- 31/07/2015 Draft for client comment
A 23/09/2015 New surveys included within the report
Document Validation (latest issue)
Project name Seaburn Job Number
Report Name Preliminary Parking Report 1010618
Revision
B
Issue Date
1/10/2015
Purpose of issue / description of revision / version
Final report
Prepared by Checked by Verified by
Initials AD TC TC
Signature
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Document no – RPT-TN003
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.
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Document no – RPT-TN003
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.
Diagram 1 Site location plan
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;
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Document no – RPT-TN003
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.
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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.
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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.
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Diagram 2 Survey location plan
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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.
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Document no – RPT-TN003
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.
Seaburn – Preliminary Parking Report Page 11 of 21
Document no – RPT-TN003
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
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Document no – RPT-TN003
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.
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Document no – RPT-TN003
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
Seaburn – Preliminary Parking Report Page 14 of 21
Document no – RPT-TN003
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.
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Document no – RPT-TN003
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%
Seaburn – Preliminary Parking Report Page 16 of 21
Document no – RPT-TN003
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.
Seaburn – Preliminary Parking Report Page 17 of 21
Document no – RPT-TN003
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.
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Document no – RPT-TN003
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.
Seaburn – Preliminary Parking Report Page 19 of 21
Document no – RPT-TN003
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.
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Document no – RPT-TN003
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.
Seaburn – Preliminary Parking Report Page 21 of 21
Document no – RPT-TN003
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
Vehicle moving from South to North
Waiting to go ahead but held up
No tow or articulation
No skidding, jack-knifing or overturning
Other
Gender Age
Page 1 of 11
Slight Accident
0017713Involving 1 Vehicle, 1 Casualty
Location Sunderland
U 6021
440397E, 560278N
Date / Time Monday
14 January 2013
07:00
Conditions Darkness - Street Lights present and lit
Fine without high winds
Dry
None
None
None within 50 metres
No physical crossing facility within 50 metres
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.
Vehicle 1 Driver Male, aged 52, Other Vehicle Car
Not requested
Vehicle moving from South West to North
Turning left
No tow or articulation
No skidding, jack-knifing or overturning
Other
Casualty 1 - Slight Gender Female Age 54 Pedestrian
Page 2 of 11
Slight Accident
0068013Involving 1 Vehicle, 1 Casualty
Location Sunderland
B 1291
440535E, 559987N
Date / Time Friday
08 February 2013
13:05
Conditions Daylight - Street Lights Present
Fine without high winds
Dry
None
None
None within 50 metres
No physical crossing facility within 50 metres
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
No tow or articulation
No skidding, jack-knifing or overturning
Other
Casualty 1 - Slight Gender Female Age 46 Vehicle or pillion passenger
Page 3 of 11
Slight Accident
0450113Involving 5 Vehicle, 2 Casualties
Location Sunderland
A 183
440557E, 560506N
Date / Time Saturday
31 August 2013
16:10
Conditions Daylight - Street Lights Present
Fine without high winds
Dry
None
None
None within 50 metres
No physical crossing facility within 50 metres
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.
Vehicle 1 Driver Male, aged 31, Other Vehicle Car
Not requested
Vehicle moving from South to North
Going ahead other
No tow or articulation
No skidding, jack-knifing or overturning
Other
Gender Age
Vehicle 2 Driver Male, aged 71, Other Vehicle Car
Not requested
Vehicle moving from South to North
Waiting to go ahead but held up
No tow or articulation
No skidding, jack-knifing or overturning
Other
Casualty 1 - Slight Gender Male Age 71 Driver or rider
Casualty 2 - Slight Gender Female Age 68 Vehicle or pillion passenger
Vehicle 3 Driver Male, aged 70, Other Vehicle Car
Not requested
Vehicle moving from South to North
Waiting to go ahead but held up
No tow or articulation
No skidding, jack-knifing or overturning
Other
Gender Age
Vehicle 4 Driver Female, aged 53, Other Vehicle Car
Not requested
Vehicle moving from South to North
Waiting to go ahead but held up
No tow or articulation
No skidding, jack-knifing or overturning
Other
Gender Age
Vehicle 5 Driver Female, aged 60, Other Vehicle Car
Not requested
Vehicle moving from South to North
Waiting to go ahead but held up
No tow or articulation
No skidding, jack-knifing or overturning
Other
Gender Age
Page 4 of 11
Slight Accident
0489913Involving 3 Vehicle, 1 Casualty
Location Sunderland
A 183
440584E, 560087N
Date / Time Thursday
05 September 2013
12:50
Conditions Daylight - Street Lights Present
Fine without high winds
Dry
None
None
None within 50 metres
No physical crossing facility within 50 metres
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.
Vehicle 1 Driver Male, aged 77, Other Vehicle Car
Negative
Vehicle moving from North West to North West
U turn
No tow or articulation
No skidding, jack-knifing or overturning
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
No tow or articulation
Skidded
Other
Casualty 1 - Slight Gender Male Age 47 Driver or rider
Vehicle 3 Driver Male, aged , Other Vehicle Car
Negative
Vehicle moving from South East to North West
Going ahead other
No tow or articulation
No skidding, jack-knifing or overturning
Other
Gender Age
Page 5 of 11
Slight Accident
0106814Involving 2 Vehicle, 1 Casualty
Location Sunderland
A 183
440562E, 560182N
Date / Time Wednesday
19 February 2014
20:25
Conditions Darkness - Street Lights present and lit
Fine without high winds
Dry
None
None
None within 50 metres
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.
Vehicle 1 Driver Male, aged 69, Other Vehicle Car
Negative
Vehicle moving from North to South West
Going ahead other
No tow or articulation
No skidding, jack-knifing or overturning
Other
Casualty 1 - Slight Gender Male Age 91 Pedestrian
Vehicle 2 Driver Female, aged , Other Vehicle Car
Driver not contacted at time of accident
Vehicle was Parked
Parked
No tow or articulation
No skidding, jack-knifing or overturning
Other
Gender Age
Page 6 of 11
Slight Accident
0127714Involving 2 Vehicle, 1 Casualty
Location Sunderland
A 183
440557E, 560185N
Date / Time Tuesday
11 March 2014
10:45
Conditions Daylight - Street Lights Present
Fine without high winds
Dry
None
None
None within 50 metres
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
Driver not contacted at time of accident
Vehicle moving from South to North
Slowing or stopping
No tow or articulation
No skidding, jack-knifing or overturning
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
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 62 Vehicle or pillion passenger
Page 7 of 11
Slight Accident
0232414Involving 2 Vehicle, 1 Casualty
Location Sunderland
B 1291
440387E, 560191N
Date / Time Sunday
06 April 2014
15:30
Conditions Daylight - Street Lights Present
Fine without high winds
Dry
None
None
None within 50 metres
No physical crossing facility within 50 metres
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
No tow or articulation
No skidding, jack-knifing or overturning
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
No tow or articulation
No skidding, jack-knifing or overturning
Other
Casualty 1 - Slight Gender Female Age 33 Driver or rider
Page 8 of 11
Serious Accident
0377115Involving 2 Vehicle, 1 Casualty
Location Sunderland
B 1291
440386E, 560192N
Date / Time Tuesday
30 June 2015
18:17
Conditions Daylight - Street Lights Present
Fine without high winds
Dry
None
None
None within 50 metres
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.
Vehicle 1 Driver Female, aged 17, Other Vehicle Car
Negative
Vehicle moving from East to North
Turning right
No tow or articulation
No skidding, jack-knifing or overturning
Other
Gender Age
Vehicle 2 Driver Female, aged 48, Other Vehicle Pedal Cycle
Not applicable
Vehicle moving from West to East
Going ahead other
No tow or articulation
No skidding, jack-knifing or overturning
Other
Casualty 1 - Serious Gender Female Age 48 Driver or rider
Page 9 of 11
Slight Accident
0427715Involving 2 Vehicle, 1 Casualty
Location Sunderland
B 1291
440238E, 560126N
Date / Time Saturday
25 July 2015
13:45
Conditions Daylight - Street Lights Present
Fine without high winds
Dry
None
None
None within 50 metres
No physical crossing facility within 50 metres
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.
Vehicle 1 Driver Female, aged 49, Other Vehicle Car
Negative
Vehicle moving from South West to North East
Changing lane to right
No tow or articulation
No skidding, jack-knifing or overturning
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
No tow or articulation
No skidding, jack-knifing or overturning
Other
Casualty 1 - Slight Gender Male Age 50 Driver or rider
Page 10 of 11
Slight Accident
0513615Involving 2 Vehicle, 1 Casualty
Location Sunderland
A 183
440543E, 560382N
Date / Time Monday
24 August 2015
16:20
Conditions Daylight - Street Lights Present
Fine without high winds
Dry
None
None
None within 50 metres
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
Driver not contacted at time of accident
Vehicle moving from South to North
Overtaking stationary vehicle on its offside
No tow or articulation
No skidding, jack-knifing or overturning
Hit and Run
Gender Age
Vehicle 2 Driver Female, aged 53, Other Vehicle Car
Driver not contacted at time of accident
Vehicle moving from South to North
Waiting to go ahead but held up
No tow or articulation
No skidding, jack-knifing or overturning
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
Document Revision History
Revision Ref
Issue Date Purpose of issue / description of revision
Document Validation (latest issue)
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
Document Ref – RPT-TN-005
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
Document Ref – RPT-TN-005
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.
Seaburn, Sunderland – Road Safety Audit – Stage 1 2
Document Ref – RPT-TN-005
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).
Seaburn, Sunderland – Road Safety Audit – Stage 1 3
Document Ref – RPT-TN-005
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
Seaburn, Sunderland – Road Safety Audit – Stage 1 4
Document Ref – RPT-TN-005
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.
Seaburn, Sunderland – Road Safety Audit – Stage 1 5
Document Ref – RPT-TN-005
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
Seaburn, Sunderland – Road Safety Audit – Stage 1 6
Document Ref – RPT-TN-005
APPENDIX 1
List of Drawings Provided:
Drawing 460.001 Rev -
Additional Information Provided
None provided
Seaburn, Sunderland – Road Safety Audit – Stage 1 7
Document Ref – RPT-TN-005
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 2
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
Filtering Stage 3 selection:
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
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles:
0.6 to 1.0 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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 3
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
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
Total Number of dwellings: 4 7
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
Total Number of dwellings: 4 1
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
Total Number of dwellings: 5 2
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
Total Number of dwellings: 3 6
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 4
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL VEHICLES
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 8
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL TAXIS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 12
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL OGVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 16
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL PSVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 20
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL CYCLISTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 24
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL VEHICLE OCCUPANTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 28
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL PEDESTRIANS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 32
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL BUS/TRAM PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 36
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL TOTAL RAIL PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 40
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL COACH PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 44
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL PUBLIC TRANSPORT USERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 48
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/N - RETIREMENT FLATS
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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.
TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15
Page 1
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
Calculation Reference: AUDIT-830401-151209-1240
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 01 - RETAIL
Category : I - SHOPPING CENTRE - LOCAL SHOPS
MULTI-MODAL TOTAL PEOPLE
Selected regions and areas:
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
TW TYNE & WEAR 1 days
10 WALES
CF CARDIFF 1 days
This section displays the number of survey days per TRICS® sub-region in the selected set
Filtering Stage 2 selection:
This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range
are included in the trip rate calculation.
Parameter: Gross floor area
Actual Range: 260 to 1840 (units: sqm)
Range Selected by User: 240 to 2500 (units: sqm)
Public Transport Provision:
Selection by: Include all surveys
Date Range: 01/01/07 to 24/10/13
This data displays the range of survey dates selected. Only surveys that were conducted within this date range are
included in the trip rate calculation.
Selected survey days:
Monday 3 days
Tuesday 3 days
Wednesday 1 days
Thursday 2 days
Friday 1 days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count 10 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:
Suburban Area (PPS6 Out of Centre) 2
Edge of Town 2
Neighbourhood Centre (PPS6 Local Centre) 6
This data displays the number of surveys per main location category within the selected set. The main location categories
consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and
Not Known.
Selected Location Sub Categories:
Commercial Zone 1
Residential Zone 8
No Sub Category 1
TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
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.
Filtering Stage 3 selection:
Use Class:
A 1 9 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 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
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles:
75,001 to 100,000 1 days
100,001 to 125,000 2 days
125,001 to 250,000 3 days
250,001 to 500,000 4 days
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles:
0.6 to 1.0 3 days
1.1 to 1.5 7 days
This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,
within a radius of 5-miles of selected survey sites.
Petrol filling station:
Included in the survey count 0 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
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.
TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters
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
Survey date: MONDAY 08/10/07 Survey Type: MANUAL
2 CH-01-I-02 LOCAL SHOPS CHESHIRE
CHRISTLETON ROAD
BOUGHTON HEATH
CHESTER
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 2 6 0 sqm
Survey date: TUESDAY 15/05/12 Survey Type: MANUAL
3 CH-01-I-03 LOCAL SHOPS CHESHIRE
MILL LANE
BACHE
CHESTER
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 3 6 5 sqm
Survey date: THURSDAY 17/05/12 Survey Type: MANUAL
4 GS-01-I-01 LOCAL SHOPS GLOUCESTERSHIRE
SALISBURY AVENUE
WARDEN HILL
CHELTENHAM
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 5 2 5 sqm
Survey date: MONDAY 26/04/10 Survey Type: MANUAL
5 HC-01-I-02 LOCAL SHOPS HAMPSHIRE
OLIVER'S BATTERY ROAD S.
OLIVERS BATTERY
WINCHESTER
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 1 6 0 5 sqm
Survey date: TUESDAY 20/11/07 Survey Type: MANUAL
6 TV-01-I-03 LOCAL SHOPS TEES VALLEY
ACKLAM ROAD
ACKLAM
MIDDLESBROUGH
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 1 8 4 0 sqm
Survey date: FRIDAY 04/10/13 Survey Type: MANUAL
7 TV-01-I-04 LOCAL SHOPS TEES VALLEY
CARGO FLEET LANE
ORMESBY
MIDDLESBROUGH
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 5 8 5 sqm
Survey date: MONDAY 07/10/13 Survey Type: MANUAL
TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters (Cont.)
8 TW-01-I-02 LOCAL SHOPS TYNE & WEAR
DURHAM ROAD
BARNES PARK
SUNDERLAND
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Gross floor area: 5 4 0 sqm
Survey date: WEDNESDAY 21/11/12 Survey Type: MANUAL
9 WM-01-I-01 LOCAL SHOPS WEST MIDLANDS
HOLYHEAD ROAD
COVENTRY
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Gross floor area: 1 5 5 0 sqm
Survey date: THURSDAY 27/09/07 Survey Type: MANUAL
10 WM-01-I-02 LOCAL SHOPS WEST MIDLANDS
MARSHALL LAKE ROAD
SHIRLEY
SOLIHULL
Edge of Town
Commercial Zone
Total Gross floor area: 5 1 5 sqm
Survey date: TUESDAY 18/09/07 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a
unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week
and date of each survey, and whether the survey was a manual classified count or an ATC count.
MANUALLY DESELECTED SITES
Site Ref Reason for Deselection
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
TRICS 7.2.3 251015 B17.27 (C) 2015 TRICS Consortium Ltd Wednesday 09/12/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 01 - RETAIL/I - SHOPPING CENTRE - LOCAL SHOPS
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 100 sqm
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days GFA Rate Days GFA Rate Days GFA Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
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
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: 260 - 1840 (units: sqm)
Survey date date range: 01/01/07 - 24/10/13
Number of weekdays (Monday-Friday): 10
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 7
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
Calculation Reference: AUDIT-830401-150430-0429
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL
Category : A - HOUSES PRIVATELY OWNED
MULTI-MODAL VEHICLES
Selected regions and areas:
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
WM WEST MIDLANDS 1 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
This section displays the number of survey days per TRICS® sub-region in the selected set
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
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: 52 to 432 (units: )
Range Selected by User: 50 to 491 (units: )
Public Transport Provision:
Selection by: Include all surveys
Date Range: 01/01/07 to 11/12/14
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 7 days
Tuesday 6 days
Wednesday 3 days
Thursday 5 days
Friday 5 days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count 26 days
Directional ATC Count 0 days
This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding
up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are
undertaking using machines.
Selected Locations:
Edge of Town Centre 1
Suburban Area (PPS6 Out of Centre) 13
Edge of Town 12
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 21
No Sub Category 5
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.
Filtering Stage 3 selection:
Use Class:
C 3 26 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®.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
Filtering Stage 3 selection (Cont.):
Population within 1 mile:
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
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles:
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
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles:
0.6 to 1.0 6 days
1.1 to 1.5 20 days
This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,
within a radius of 5-miles of selected survey sites.
Travel Plan:
Yes 1 days
No 25 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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters
1 AD-03-A-01 SEMI-DETACHED ABERDEEN CITY
SPRINGFIELD ROAD
ABERDEEN
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 5 9
Survey date: FRIDAY 18/05/12 Survey Type: MANUAL
2 CB-03-A-04 SEMI DETACHED CUMBRIA
MOORCLOSE ROAD
SALTERBACK
WORKINGTON
Edge of Town
No Sub Category
Total Number of dwellings: 8 2
Survey date: FRIDAY 24/04/09 Survey Type: MANUAL
3 CF-03-A-02 MIXED HOUSES CARDIFF
DROPE ROAD
CARDIFF
Edge of Town
Residential Zone
Total Number of dwellings: 1 9 6
Survey date: FRIDAY 05/10/07 Survey Type: MANUAL
4 CH-03-A-06 SEMI-DET./BUNGALOWS CHESHIRE
CREWE ROAD
CREWE
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Number of dwellings: 1 2 9
Survey date: TUESDAY 14/10/08 Survey Type: MANUAL
5 CW-03-A-02 SEMI D./DETATCHED CORNWALL
BOSVEAN GARDENS
TRURO
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 7 3
Survey date: TUESDAY 18/09/07 Survey Type: MANUAL
6 EX-03-A-01 SEMI-DET. ESSEX
MILTON ROAD
CORRINGHAM
STANFORD-LE-HOPE
Edge of Town
Residential Zone
Total Number of dwellings: 2 3 7
Survey date: TUESDAY 13/05/08 Survey Type: MANUAL
7 FA-03-A-02 MIXED HOUSES FALKIRK
ROSEBANK AVENUE & SPRINGFIELD DRIVE
FALKIRK
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 6 1
Survey date: WEDNESDAY 29/05/13 Survey Type: MANUAL
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters (Cont.)
8 FI-03-A-03 MIXED HOUSES FIFE
WOODMILL ROAD
DUNFERMLINE
Edge of Town
Residential Zone
Total Number of dwellings: 1 5 5
Survey date: MONDAY 30/04/07 Survey Type: MANUAL
9 HI-03-A-14 SEMI-DETACHED HIGHLAND
CALEDONIAN ROAD
DALNEIGH
INVERNESS
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 7 3
Survey date: FRIDAY 13/05/11 Survey Type: MANUAL
10 LN-03-A-01 MIXED HOUSES LINCOLNSHIRE
BRANT ROAD
BRACEBRIDGE
LINCOLN
Edge of Town
Residential Zone
Total Number of dwellings: 1 5 0
Survey date: TUESDAY 15/05/07 Survey Type: MANUAL
11 LN-03-A-02 MIXED HOUSES LINCOLNSHIRE
HYKEHAM ROAD
LINCOLN
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 8 6
Survey date: MONDAY 14/05/07 Survey Type: MANUAL
12 NE-03-A-02 SEMI DETACHED & DETACHED NORTH EAST LINCOLNSHIRE
HANOVER WALK
SCUNTHORPE
Edge of Town
No Sub Category
Total Number of dwellings: 4 3 2
Survey date: MONDAY 12/05/14 Survey Type: MANUAL
13 NE-03-A-03 PRIVATE HOUSES NORTH EAST LINCOLNSHIRE
STATION ROAD
SCUNTHORPE
Edge of Town Centre
Residential Zone
Total Number of dwellings: 1 8 0
Survey date: TUESDAY 20/05/14 Survey Type: MANUAL
14 NF-03-A-02 HOUSES & FLATS NORFOLK
DEREHAM ROAD
NORWICH
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 9 8
Survey date: MONDAY 22/10/12 Survey Type: MANUAL
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters (Cont.)
15 NY-03-A-06 BUNGALOWS & SEMI DET. NORTH YORKSHIRE
HORSEFAIR
BOROUGHBRIDGE
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 1 5
Survey date: FRIDAY 14/10/11 Survey Type: MANUAL
16 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE
GRAMMAR SCHOOL LANE
NORTHALLERTON
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 5 2
Survey date: MONDAY 16/09/13 Survey Type: MANUAL
17 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE
BOROUGHBRIDGE ROAD
RIPON
Edge of Town
No Sub Category
Total Number of dwellings: 7 1
Survey date: TUESDAY 17/09/13 Survey Type: MANUAL
18 SC-03-A-04 DETACHED & TERRACED SURREY
HIGH ROAD
BYFLEET
Edge of Town
Residential Zone
Total Number of dwellings: 7 1
Survey date: THURSDAY 23/01/14 Survey Type: MANUAL
19 SF-03-A-01 SEMI DETACHED SUFFOLK
A1156 FELIXSTOWE ROAD
RACECOURSE
IPSWICH
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 7 7
Survey date: WEDNESDAY 23/05/07 Survey Type: MANUAL
20 SF-03-A-02 SEMI DET./TERRACED SUFFOLK
STOKE PARK DRIVE
MAIDENHALL
IPSWICH
Edge of Town
Residential Zone
Total Number of dwellings: 2 3 0
Survey date: THURSDAY 24/05/07 Survey Type: MANUAL
21 SH-03-A-04 TERRACED SHROPSHIRE
ST MICHAEL'S STREET
SHREWSBURY
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Number of dwellings: 1 0 8
Survey date: THURSDAY 11/06/09 Survey Type: MANUAL
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters (Cont.)
22 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE
SANDCROFT
SUTTON HILL
TELFORD
Edge of Town
Residential Zone
Total Number of dwellings: 5 4
Survey date: THURSDAY 24/10/13 Survey Type: MANUAL
23 SR-03-A-01 DETACHED STIRLING
BENVIEW
STIRLING
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 1 5
Survey date: MONDAY 23/04/07 Survey Type: MANUAL
24 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE
A19 BENTLEY ROAD
BENTLEY RISE
DONCASTER
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 5 4
Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL
25 WM-03-A-03 MIXED HOUSING WEST MIDLANDS
BASELEY WAY
ROWLEYS GREEN
COVENTRY
Edge of Town
Residential Zone
Total Number of dwellings: 8 4
Survey date: MONDAY 24/09/07 Survey Type: MANUAL
26 WS-03-A-04 MIXED HOUSES WEST SUSSEX
HILLS FARM LANE
BROADBRIDGE HEATH
HORSHAM
Edge of Town
Residential Zone
Total Number of dwellings: 1 5 1
Survey date: THURSDAY 11/12/14 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a
unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week
and date of each survey, and whether the survey was a manual classified count or an ATC count.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL VEHICLES
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
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Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL TAXIS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 16
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL OGVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 20
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL PSVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 24
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL CYCLISTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 28
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL VEHICLE OCCUPANTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 32
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL PEDESTRIANS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 36
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL BUS/TRAM PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 40
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL TOTAL RAIL PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 44
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL COACH PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 48
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL PUBLIC TRANSPORT USERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 52
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 52 - 432 (units: )
Survey date date range: 01/01/07 - 11/12/14
Number of weekdays (Monday-Friday): 26
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 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-830401-150430-0425
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL
Category : C - FLATS PRIVATELY OWNED
MULTI-MODAL VEHICLES
Selected regions and areas:
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
CA CAMBRIDGESHIRE 1 days
06 WEST MIDLANDS
ST STAFFORDSHIRE 1 days
WM WEST MIDLANDS 1 days
07 YORKSHIRE & NORTH LINCOLNSHIRE
RI EAST RIDING OF YORKSHIRE 1 days
08 NORTH WEST
CH CHESHIRE 1 days
09 NORTH
TV TEES VALLEY 2 days
10 WALES
FS FLINTSHIRE 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: 20 to 140 (units: )
Range Selected by User: 6 to 154 (units: )
Public Transport Provision:
Selection by: Include all surveys
Date Range: 01/01/07 to 13/05/14
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 4 days
Tuesday 3 days
Wednesday 4 days
Friday 2 days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count 13 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 5
Suburban Area (PPS6 Out of Centre) 7
Edge of Town 1
This data displays the number of surveys per main location category within the selected set. The main location categories
consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and
Not Known.
Selected Location Sub Categories:
Residential Zone 7
Built-Up Zone 2
No Sub Category 4
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 2
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
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.
Filtering Stage 3 selection:
Use Class:
C 3 13 days
This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005
has been used for this purpose, which can be found within the Library module of TRICS®.
Population within 1 mile:
10,001 to 15,000 4 days
15,001 to 20,000 1 days
20,001 to 25,000 2 days
25,001 to 50,000 6 days
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles:
50,001 to 75,000 2 days
125,001 to 250,000 5 days
250,001 to 500,000 6 days
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles:
0.6 to 1.0 2 days
1.1 to 1.5 11 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 13 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.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 3
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters
1 BR-03-C-01 FLATS & TERRACED BRISTOL CITY
CLARENCE ROAD
BRISTOL
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 1 0 2
Survey date: MONDAY 09/11/09 Survey Type: MANUAL
2 CA-03-C-02 BLOCK OF FLATS CAMBRIDGESHIRE
WESTFIELD ROAD
NETHERTON
PETERBOROUGH
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Number of dwellings: 4 4
Survey date: TUESDAY 18/10/11 Survey Type: MANUAL
3 CH-03-C-01 BLOCKS OF FLATS CHESHIRE
NEW CRANE STREET
CHESTER
Edge of Town Centre
Residential Zone
Total Number of dwellings: 6 0
Survey date: FRIDAY 17/10/08 Survey Type: MANUAL
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
Total Number of dwellings: 9 4
Survey date: TUESDAY 22/10/13 Survey Type: MANUAL
5 FS-03-C-01 BLOCK OF FLATS FLINTSHIRE
WREXHAM STREET
MOLD
Edge of Town Centre
Built-Up Zone
Total Number of dwellings: 3 0
Survey date: MONDAY 06/07/09 Survey Type: MANUAL
6 HF-03-C-02 FLATS HERTFORDSHIRE
BRIDGE ROAD EAST
WELWYN GARDEN CITY
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Number of dwellings: 8 6
Survey date: WEDNESDAY 16/07/08 Survey Type: MANUAL
7 RI-03-C-01 FLATS EAST RIDING OF YORKSHIRE
465 PRIORY ROAD
HULL
Edge of Town
Residential Zone
Total Number of dwellings: 2 0
Survey date: TUESDAY 13/05/14 Survey Type: MANUAL
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 4
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
LIST OF SITES relevant to selection parameters (Cont.)
8 SC-03-C-01 FLATS SURREY
HEATHCOTE ROAD
CAMBERLEY
Edge of Town Centre
Residential Zone
Total Number of dwellings: 1 4 0
Survey date: MONDAY 21/07/08 Survey Type: MANUAL
9 SC-03-C-02 FLATS SURREY
CONSTITUTION HILL
WOKING
Suburban Area (PPS6 Out of Centre)
Built-Up Zone
Total Number of dwellings: 3 6
Survey date: WEDNESDAY 23/07/08 Survey Type: MANUAL
10 ST-03-C-01 BLOCKS OF FLATS STAFFORDSHIRE
ETRURIA COURT
HUMBERT ROAD
STOKE-ON-TRENT
Suburban Area (PPS6 Out of Centre)
No Sub Category
Total Number of dwellings: 3 3
Survey date: WEDNESDAY 26/11/08 Survey Type: MANUAL
11 TV-03-C-01 APARTMENTS BLOCKS TEES VALLEY
OXFORD ROAD
LINTHORPE
MIDDLESBROUGH
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 8 5
Survey date: MONDAY 06/10/08 Survey Type: MANUAL
12 TV-03-C-02 FLATS TEES VALLEY
ACKLAM ROAD
LINTHORPE
MIDDLESBROUGH
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 8 5
Survey date: WEDNESDAY 29/06/11 Survey Type: MANUAL
13 WM-03-C-03 FLATS WEST MIDLANDS
LODE LANE
SOLIHULL
Edge of Town Centre
No Sub Category
Total Number of dwellings: 6 0
Survey date: FRIDAY 21/09/07 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a
unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week
and date of each survey, and whether the survey was a manual classified count or an ATC count.
MANUALLY DESELECTED SITES
Site Ref Reason for Deselection
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
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 5
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL VEHICLES
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 9
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL TAXIS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 13
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL OGVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 17
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL PSVS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 21
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL CYCLISTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 25
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL VEHICLE OCCUPANTS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 29
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL PEDESTRIANS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 33
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL BUS/TRAM PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 37
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL TOTAL RAIL PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 41
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL COACH PASSENGERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 45
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL PUBLIC TRANSPORT USERS
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.
TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 30/04/15
Page 49
Cundall Regent Centre Newcastle-upon-Tyne Licence No: 830401
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
MULTI-MODAL TOTAL PEOPLE
Calculation factor: 1 DWELLS
BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS
No. Ave. Trip No. Ave. Trip No. Ave. Trip
Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate
00:00 - 01:00
01:00 - 02:00
02:00 - 03:00
03:00 - 04:00
04:00 - 05:00
05:00 - 06:00
06:00 - 07:00
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
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: 20 - 140 (units: )
Survey date date range: 01/01/07 - 13/05/14
Number of weekdays (Monday-Friday): 13
Number of Saturdays: 0
Number of Sundays: 0
Surveys manually removed from selection: 9
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.
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
Vehicle Flows (PCUs)
Percentage Distribution - Private Houses
AM and PM Peak
Lo
wry
Ro
ad
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
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%
Seafields Service Access
Dykelands RoadDykelands Road
Vehicle Flows (PCUs)
Proposed Public Car Park
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
Vehicle Flows (PCUs)
Percentage Distribution - Retail
AM and PM Peak
Lo
wry
Ro
ad
Seafields Service Access
Dykelands RoadDykelands Road
Proposed Public Car Park
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
Dykelands RoadDykelands Road
Vehicle Flows (PCUs)
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
Dykelands RoadDykelands Road
Service Access
Vehicle Flows (PCUs)
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
Seafields Service Access
Dykelands RoadDykelands Road
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
Vehicle Flows (PCUs)
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
Seafields Service Access
Dykelands RoadDykelands Road
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
Vehicle Flows (PCUs)
Base Flows 2018
PM Peak (17:15 - 18:15)
Lo
wry
Ro
ad
1
9 45
2
1
2
934
10
Arrivals 12Departures 43
34
10
34
10
0 5
31 3
09 2
2
11
01 1
Seafields Service Access
Dykelands Road
Vehicle Flows (PCUs)
Dykelands Road
Proposed Public Car Park
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
Arrivals 31Departures 20
16
25
16
25
2
15 1
23 11
22
12 4
Seafields Service Access
Dykelands Road
Vehicle Flows (PCUs)
Dykelands Road
Proposed Public Car Park
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
Arrivals 14Departures 55
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
Vehicle Flows (PCUs)
Development Flows - Private Flats
AM Peak (08:00 - 09:00)
Lo
wry
Ro
ad
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
4
223 3
64
13 5
6
19
27
Arrivals 48Departures 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
Vehicle Flows (PCUs)
Development Flows - Private Flats
PM Peak (17:15 - 18:15)
Lo
wry
Ro
ad
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
9
932 9
18
31 18
9
0 31
32
Arrivals 108Departures 106
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
Vehicle Flows (PCUs)
Development Flows - Retail
AM Peak (08:00 - 09:00)
Lo
wry
Ro
ad
Seafields Service Access
Dykelands RoadDykelands Road
Proposed Public Car Park
7
825 8
14
27 0 16
7
27
25
Arrivals 84Departures 94
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
Vehicle Flows (PCUs)
Development Flows - Retail
PM Peak (17:15 - 18:15)
Lo
wry
Ro
ad
Seafields Service Access
Dykelands RoadDykelands Road
Proposed Public Car Park
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
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
Wh
itbu
rn R
oa
d
Lowry Road
Wh
itbu
rn R
oa
d
Lo
wry
Ro
ad
1010618
Igloo - Seaburn
Vehicle Flows (PCUs)
Development Flows - Retail
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
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
Wh
itbu
rn R
oa
d
Lowry Road
Wh
itbu
rn R
oa
d
Lo
wry
Ro
ad
1010618
Igloo - Seaburn
Vehicle Flows (PCUs)
Development Flows - Retail
PM Peak (17:15 - 18:15)
Lo
wry
Ro
ad
1
04 1
2
2 1
1
0 2
4
Arrivals 14Departures 6
2
4
2
4
1
2 0 3 1
04 6 16
13
01 1
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
Wh
itbu
rn R
oa
d
Lowry Road
Wh
itbu
rn R
oa
d
Lo
wry
Ro
ad
1010618
Igloo - Seaburn
Vehicle Flows (PCUs)
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
Arrivals 26Departures 25
7
8
7
8
2
7 0 11 2
8 12 211
0 2
02 2
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
Wh
itbu
rn R
oa
d
Lowry Road
Wh
itbu
rn R
oa
d
Lo
wry
Ro
ad
1010618
Igloo - Seaburn
Vehicle Flows (PCUs)
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
Vehicle Flows (PCUs)
Base 2018 + Proposed
AM Peak (08:00 - 09:00)
Lo
wry
Ro
ad
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
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
Seafields Service Access
Proposed Public Car Park
Dykelands RoadDykelands Road
Wh
itbu
rn R
oa
d
Lowry Road
Wh
itbu
rn R
oa
d
Lo
wry
Ro
ad
1010618
Igloo - Seaburn
Vehicle Flows (PCUs)
Base 2018 + Proposed
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
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 0.10 0.5 5.33 0.33
3 - Whitburn Road (north) 0.7 3.70 0.40 0.5 3.35 0.33
Base 2018 + Proposed
1 - Whitburn Road (south) 0.3 2.80 0.24 0.4 3.18 0.30
2 - Lowry Road 0.2 4.07 0.14 0.6 5.59 0.36
3 - Whitburn Road (north) 0.7 3.80 0.41 0.5 3.43 0.34
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
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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
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
typeModel start time
(HH:mm)Model finish time
(HH:mm)Time segment length
(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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
4
Results
Results Summary for whole modelled period
Main Results for each time segment
Main results: (07:45-08:00)
Main results: (08:00-08:15)
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)
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)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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
5
Main results: (08:15-08:30)
Main results: (08:30-08:45)
Main results: (08:45-09:00)
Main results: (09:00-09:15)
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)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)
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)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)
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)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)
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 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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
6
Base 2018, PM
Data Errors and Warnings No errors or warnings
Analysis Set Details
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
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 3.75 A
IDScenario
nameTime Period
nameTraffic profile
typeModel start time
(HH:mm)Model finish time
(HH:mm)Time segment length
(min)Run
automatically
D2 Base 2018 PM ONE HOUR 17:00 18:30 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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
7
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
Results
Results Summary for whole modelled period
Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%)
1 - Whitburn Road (south) ONE HOUR ü 430.00 100.000
2 - Lowry Road ONE HOUR ü 298.00 100.000
3 - Whitburn Road (north) ONE HOUR ü 471.00 100.000
Demand (PCU/hr)
To
From
1 - Whitburn
Road
(south)
2 - Lowry
Road
3 - Whitburn
Road
(north)
1 - Whitburn
Road
(south) 0.000 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
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) 0.29 3.09 0.4 A 394.58 591.86
2 - Lowry Road 0.33 5.33 0.5 A 273.45 410.18
3 - Whitburn Road (north) 0.33 3.35 0.5 A 432.20 648.30
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
8
Main Results for each time segment
Main results: (17:00-17:15)
Main results: (17:15-17:30)
Main results: (17:30-17:45)
Main results: (17:45-18:00)
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)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)
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)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)
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)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)
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)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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
9
Main results: (18:00-18:15)
Main results: (18:15-18:30)
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)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)
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)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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
10
Base 2018 + Proposed, AM
Data Errors and Warnings No errors or warnings
Analysis Set Details
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
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 3.51 A
ID Scenario nameTime Period
nameTraffic profile
typeModel start time
(HH:mm)Model finish time
(HH:mm)Time segment length
(min)Run
automatically
D3Base 2018 +
ProposedAM 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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
11
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
Results
Results Summary for whole modelled period
Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%)
1 - Whitburn Road (south) ONE HOUR ü 360.00 100.000
2 - Lowry Road ONE HOUR ü 135.00 100.000
3 - Whitburn Road (north) ONE HOUR ü 597.00 100.000
Demand (PCU/hr)
To
From
1 - Whitburn
Road
(south)
2 - Lowry
Road
3 - Whitburn
Road
(north)
1 - Whitburn
Road
(south) 0.000 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
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) 0.24 2.80 0.3 A 330.34 495.51
2 - Lowry Road 0.14 4.07 0.2 A 123.88 185.82
3 - Whitburn Road (north) 0.41 3.80 0.7 A 547.82 821.73
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
12
Main Results for each time segment
Main results: (07:45-08:00)
Main results: (08:00-08:15)
Main results: (08:15-08:30)
Main results: (08:30-08:45)
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)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)
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)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)
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)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)
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)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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
13
Main results: (08:45-09:00)
Main results: (09:00-09:15)
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)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)
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)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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
14
Base 2018 + Proposed, PM
Data Errors and Warnings No errors or warnings
Analysis Set Details
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
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 3.90 A
ID Scenario nameTime Period
nameTraffic profile
typeModel start time
(HH:mm)Model finish time
(HH:mm)Time segment length
(min)Run
automatically
D4Base 2018 +
ProposedPM ONE HOUR 17:00 18:30 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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
15
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
Results
Results Summary for whole modelled period
Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%)
1 - Whitburn Road (south) ONE HOUR ü 449.00 100.000
2 - Lowry Road ONE HOUR ü 327.00 100.000
3 - Whitburn Road (north) ONE HOUR ü 486.00 100.000
Demand (PCU/hr)
To
From
1 - Whitburn
Road
(south)
2 - Lowry
Road
3 - Whitburn
Road
(north)
1 - Whitburn
Road
(south) 0.000 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
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) 0.30 3.18 0.4 A 412.01 618.02
2 - Lowry Road 0.36 5.59 0.6 A 300.06 450.09
3 - Whitburn Road (north) 0.34 3.43 0.5 A 445.96 668.94
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
16
Main Results for each time segment
Main results: (17:00-17:15)
Main results: (17:15-17:30)
Main results: (17:30-17:45)
Main results: (17:45-18:00)
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)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)
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)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)
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)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)
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)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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
17
Main results: (18:00-18:15)
Main results: (18:15-18:30)
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)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)
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)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
Generated on 04/05/2016 16:11:39 using Junctions 9 (9.0.0.4211)
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
Whitburn Road / Dykelands RoadPRC: 25.4 %Total Traffic Delay: 5.8 pcuHr
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 %
Arm 2 - Dykelands Road
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
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
- - - - - - - - - 71.8% 0 0 0 5.8 - -
Whitburn Road /
Dykelands Road
- - - - - - - - - 71.8% 0 0 0 5.8 - -
1/1+1/2 Whitburn
Road (north) Right Ahead
U B D 1 31 7 396 1915:1641 914+103 39.0 : 39.0%
- - - 1.2 10.8 3.7
2/1 Dykelands Road Left
Right U C 1 7 - 107 1797 240 44.7% - - - 1.1 37.5 2.0
3/1 Whitburn
Road (south) Left Ahead
U A 1 17 - 430 1997 599 71.8% - - - 3.5 29.2 7.6
C1 Stream: 1 PRC for Signalled Lanes (%): 25.4 Total Delay for Signalled Lanes (pcuHr): 5.80 Cycle Time (s): 60 PRC Over All Lanes (%): 25.4 Total Delay Over All Lanes(pcuHr): 5.80
Basic Results Summary Scenario 3: 'Base 2018 + Proposed AM' (FG3: 'Base 2018 + Proposed AM', Plan 1: 'Network Control Plan 1') Network Layout Diagram
Whitburn Road / Dykelands RoadPRC: 43.5 %Total Traffic Delay: 6.4 pcuHr
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 %
Arm 2 - Dykelands Road
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
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
- - - - - - - - - 62.7% 0 0 0 6.4 - -
Whitburn Road /
Dykelands Road
- - - - - - - - - 62.7% 0 0 0 6.4 - -
1/1+1/2 Whitburn
Road (north) Right Ahead
U B D 1 31 7 561 1915:1641 877+144 55.0 : 55.0%
- - - 2.0 12.7 6.0
2/1 Dykelands Road Left
Right U C 1 7 - 141 1804 241 58.6% - - - 1.7 42.3 2.9
3/1 Whitburn
Road (south) Left Ahead
U A 1 17 - 374 1988 596 62.7% - - - 2.7 26.1 6.1
C1 Stream: 1 PRC for Signalled Lanes (%): 43.5 Total Delay for Signalled Lanes (pcuHr): 6.36 Cycle Time (s): 60 PRC Over All Lanes (%): 43.5 Total Delay Over All Lanes(pcuHr): 6.36
Basic Results Summary Scenario 4: 'Base 2018 + Proposed PM' (FG4: 'Base 2018 + Proposed PM', Plan 1: 'Network Control Plan 1') Network Layout Diagram
Whitburn Road / Dykelands RoadPRC: 16.7 %Total Traffic Delay: 6.6 pcuHr
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 %
Arm 2 - Dykelands Road
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
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
- - - - - - - - - 77.1% 0 0 0 6.6 - -
Whitburn Road /
Dykelands Road
- - - - - - - - - 77.1% 0 0 0 6.6 - -
1/1+1/2 Whitburn
Road (north) Right Ahead
U B D 1 31 7 411 1915:1641 917+99 40.5 : 40.5%
- - - 1.3 11.0 4.0
2/1 Dykelands Road Left
Right U C 1 7 - 119 1800 240 49.6% - - - 1.3 38.9 2.3
3/1 Whitburn
Road (south) Left Ahead
U A 1 17 - 461 1992 598 77.1% - - - 4.1 32.0 8.6
C1 Stream: 1 PRC for Signalled Lanes (%): 16.7 Total Delay for Signalled Lanes (pcuHr): 6.64 Cycle Time (s): 60 PRC Over All Lanes (%): 16.7 Total Delay Over All Lanes(pcuHr): 6.64
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
»Base 2018, AM »Base 2018, PM »Base 2018 + Proposed, AM »Base 2018 + Proposed, PM
Summary of junction performance
Junctions 9PICADY 9 - Priority Intersection 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
Queue (PCU) Delay (s) RFC Queue (PCU) Delay (s) RFC
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
Base 2018 + Proposed
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
Values shown are the highest values encountered over all time segments. Delay is the maximum value of average delay per arriving vehicle.
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
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
Enumerator CJP"a.dryden
Description
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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
2
Base 2018, AM
Data Errors and Warnings No errors or warnings
Analysis Set Details
Junction Network
Junctions
Junction Network Options
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
ID Include in report Network flow scaling factor (%) Network capacity scaling factor (%)
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
Driving side Lighting
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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
3
Slope / Intercept / Capacity
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
Demand overview (Traffic)
Origin-Destination Data
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
typeModel start time
(HH:mm)Model finish time
(HH:mm)Time segment length
(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 (%)
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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
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
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)
Junction Arrivals (PCU)
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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
5
Main results: (08:00-08:15)
Main results: (08:15-08:30)
Main results: (08:30-08:45)
Main results: (08:45-09:00)
Main results: (09:00-09:15)
StreamTotal Demand
(PCU/hr)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
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 0.00 612.79 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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
6
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
7
Base 2018, PM
Data Errors and Warnings No errors or warnings
Analysis Set Details
Junction Network
Junctions
Junction Network Options [same as above]
Arms
Arms [same as above]
Major Arm Geometry [same as above]
Minor Arm Geometry [same as above]
Slope / Intercept / Capacity [same as above]
Traffic Demand
Demand Set Details
ID Include in report Network flow scaling factor (%) Network capacity scaling factor (%)
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 5.97 A
IDScenario
nameTime Period
nameTraffic profile
typeModel start time
(HH:mm)Model finish time
(HH:mm)Time segment length
(min)Run
automatically
D2 Base 2018 PM ONE HOUR 17:00 18:30 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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
8
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%)
A - Dykelands Road (west) ONE HOUR ü 360.00 100.000
B - Lowry Road ONE HOUR ü 294.00 100.000
C - Dykelands Road (east) ONE HOUR ü 237.00 100.000
Demand (PCU/hr)
To
From
A -
Dykelands
Road (west)
B - Lowry
Road
C - Dykelands
Road (east)
A - Dykelands
Road (west) 0.000 213.000 147.000
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
Heavy Vehicle proportion
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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
9
Results
Results Summary for whole modelled period
Main Results for each time segment
Main results: (17:00-17:15)
Main results: (17:15-17:30)
Main results: (17:30-17:45)
Stream Max RFC Max delay (s) Max Queue (PCU) Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU)
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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
10
Main results: (17:45-18:00)
Main results: (18:00-18:15)
Main results: (18:15-18:30)
StreamTotal Demand
(PCU/hr)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
11
Base 2018 + Proposed, AM
Data Errors and Warnings No errors or warnings
Analysis Set Details
Junction Network
Junctions
Junction Network Options [same as above]
Arms
Arms [same as above]
Major Arm Geometry [same as above]
Minor Arm Geometry [same as above]
Slope / Intercept / Capacity [same as above]
Traffic Demand
Demand Set Details
ID Include in report Network flow scaling factor (%) Network capacity scaling factor (%)
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 3.37 A
ID Scenario nameTime Period
nameTraffic profile
typeModel start time
(HH:mm)Model finish time
(HH:mm)Time segment length
(min)Run
automatically
D3Base 2018 +
ProposedAM 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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
12
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%)
A - Dykelands Road (west) ONE HOUR ü 374.00 100.000
B - Lowry Road ONE HOUR ü 212.00 100.000
C - Dykelands Road (east) ONE HOUR ü 248.00 100.000
Demand (PCU/hr)
To
From
A -
Dykelands
Road (west)
B - Lowry
Road
C - Dykelands
Road (east)
A - Dykelands
Road (west) 0.000 138.000 236.000
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
Heavy Vehicle proportion
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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
13
Results
Results Summary for whole modelled period
Main Results for each time segment
Main results: (07:45-08:00)
Main results: (08:00-08:15)
Main results: (08:15-08:30)
Stream Max RFC Max delay (s) Max Queue (PCU) Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU)
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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
14
Main results: (08:30-08:45)
Main results: (08:45-09:00)
Main results: (09:00-09:15)
StreamTotal Demand
(PCU/hr)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
15
Base 2018 + Proposed, PM
Data Errors and Warnings No errors or warnings
Analysis Set Details
Junction Network
Junctions
Junction Network Options [same as above]
Arms
Arms [same as above]
Major Arm Geometry [same as above]
Minor Arm Geometry [same as above]
Slope / Intercept / Capacity [same as above]
Traffic Demand
Demand Set Details
ID Include in report Network flow scaling factor (%) Network capacity scaling factor (%)
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 10.15 B
ID Scenario nameTime Period
nameTraffic profile
typeModel start time
(HH:mm)Model finish time
(HH:mm)Time segment length
(min)Run
automatically
D4Base 2018 +
ProposedPM ONE HOUR 17:00 18:30 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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
16
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
Arm Linked arm Profile type Use O-D data Average Demand (PCU/hr) Scaling Factor (%)
A - Dykelands Road (west) ONE HOUR ü 498.00 100.000
B - Lowry Road ONE HOUR ü 368.00 100.000
C - Dykelands Road (east) ONE HOUR ü 242.00 100.000
Demand (PCU/hr)
To
From
A -
Dykelands
Road (west)
B - Lowry
Road
C - Dykelands
Road (east)
A - Dykelands
Road (west) 0.000 303.000 195.000
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
Heavy Vehicle proportion
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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
17
Results
Results Summary for whole modelled period
Main Results for each time segment
Main results: (17:00-17:15)
Main results: (17:15-17:30)
Main results: (17:30-17:45)
Stream Max RFC Max delay (s) Max Queue (PCU) Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU)
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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
18
Main results: (17:45-18:00)
Main results: (18:00-18:15)
Main results: (18:15-18:30)
StreamTotal Demand
(PCU/hr)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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)
Junction demand (PCU/hr)
Junction Arrivals (PCU)
Bypass 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
Generated on 04/05/2016 15:58:07 using Junctions 9 (9.0.0.4211)
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
»Base 2018, AM »Base 2018, PM »Base 2018 + Proposed, AM »Base 2018 + Proposed, PM
Summary of junction performance
Junctions 9PICADY 9 - Priority Intersection Module
Version: 9.0.1.4646 []
© 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
Queue (PCU) Delay (s) RFC Queue (PCU) Delay (s) RFC
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
Base 2018 + Proposed
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.
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 30/08/2016
Version
Status (new file)
Identifier
Client
Jobnumber
Enumerator CJP\a.dryden
Description
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
1
Units
Analysis Options
Demand Set Summary
Analysis Set Details
Distance units Speed units Traffic units input Traffic units results Flow units Average delay units Total delay units Rate of delay 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
ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically
D1 Base 2018 AM ONE HOUR 08:00 09:30 15 ü
D2 Base 2018 PM ONE HOUR 17:00 18:30 15 ü
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
ID Include in report Network flow scaling factor (%) Network capacity scaling factor (%)
A1 ü 100.000 100.000
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
2
Base 2018, AM
Data Errors and Warnings
Junction Network
Junctions
Junction Network Options
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
Slope / Intercept / Capacity
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.
Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS
1 untitled T-Junction Two-way 0.03 A
Driving side Lighting
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 - -
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
3
Traffic Demand
Demand Set Details
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
Results
Results Summary for whole modelled period
ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically
D1 Base 2018 AM ONE HOUR 08:00 09:30 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 (%)
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
A - Lowry Road - north B - Service access C - Lowry Road - west
A - Lowry Road - north 0 0 0
B - Service access 0 0 0
C - Lowry Road - west 0 0 0
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
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
4
Main Results for each time segment
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
5
09:15 - 09:30
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 0.86 0.0 0.0 5.429 A
C-A 80 20 80
A-B 0 0 0
A-C 68 17 68
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
6
Base 2018, PM
Data Errors and Warnings
Junction Network
Junctions
Junction Network Options
Traffic Demand
Demand Set Details
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
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.
Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS
1 untitled T-Junction Two-way 0.18 A
Driving side Lighting
Left Normal/unknown
ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically
D2 Base 2018 PM ONE HOUR 17:00 18:30 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 (%)
A - Lowry Road - north ONE HOUR ü 281 100.000
B - Service access ONE HOUR ü 7 100.000
C - Lowry Road - west ONE HOUR ü 315 100.000
Demand (PCU/hr)
To
From
A - Lowry Road - north B - Service access C - Lowry Road - west
A - Lowry Road - north 0 1 280
B - Service access 3 0 4
C - Lowry Road - west 308 7 0
Heavy Vehicle Percentages
To
From
A - Lowry Road - north B - Service access C - Lowry Road - west
A - Lowry Road - north 0 0 0
B - Service access 0 0 0
C - Lowry Road - west 0 0 0
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
7
Results
Results Summary for whole modelled period
Main Results for each time segment
17:00 - 17:15
17:15 - 17:30
17:30 - 17:45
17:45 - 18:00
Stream Max RFC Max delay (s) Max Queue (PCU) Max LOSAverage Demand
(PCU/hr)Total Junction Arrivals (PCU)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
8
18:00 - 18:15
18:15 - 18:30
StreamTotal Demand
(PCU/hr)Junction
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
9
Base 2018 + Proposed, AM
Data Errors and Warnings
Junction Network
Junctions
Junction Network Options
Traffic Demand
Demand Set Details
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
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.
Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS
1 untitled T-Junction Two-way 0.53 A
Driving side Lighting
Left Normal/unknown
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
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 (%)
A - Lowry Road - north ONE HOUR ü 186 100.000
B - Service access ONE HOUR ü 24 100.000
C - Lowry Road - west ONE HOUR ü 163 100.000
Demand (PCU/hr)
To
From
A - Lowry Road - north B - Service access C - Lowry Road - west
A - Lowry Road - north 0 2 184
B - Service access 7 0 17
C - Lowry Road - west 158 5 0
Heavy Vehicle Percentages
To
From
A - Lowry Road - north B - Service access C - Lowry Road - west
A - Lowry Road - north 0 0 0
B - Service access 0 0 0
C - Lowry Road - west 0 0 0
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
10
Results
Results Summary for whole modelled period
Main Results for each time segment
08:00 - 08:15
08:15 - 08:30
08:30 - 08:45
08:45 - 09:00
Stream Max RFC Max delay (s) Max Queue (PCU) Max LOSAverage Demand
(PCU/hr)Total Junction Arrivals (PCU)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
11
09:00 - 09:15
09:15 - 09:30
StreamTotal Demand
(PCU/hr)Junction
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
12
Base 2018 + Proposed, PM
Data Errors and Warnings
Junction Network
Junctions
Junction Network Options
Traffic Demand
Demand Set Details
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
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.
Junction Name Junction Type Major road direction Junction Delay (s) Junction LOS
1 untitled T-Junction Two-way 0.45 A
Driving side Lighting
Left Normal/unknown
ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically
D4 Base 2018 + Proposed PM ONE HOUR 17:00 18:30 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 (%)
A - Lowry Road - north ONE HOUR ü 350 100.000
B - Service access ONE HOUR ü 19 100.000
C - Lowry Road - west ONE HOUR ü 411 100.000
Demand (PCU/hr)
To
From
A - Lowry Road - north B - Service access C - Lowry Road - west
A - Lowry Road - north 0 7 343
B - Service access 6 0 13
C - Lowry Road - west 389 22 0
Heavy Vehicle Percentages
To
From
A - Lowry Road - north B - Service access C - Lowry Road - west
A - Lowry Road - north 0 0 0
B - Service access 0 0 0
C - Lowry Road - west 0 0 0
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
13
Results
Results Summary for whole modelled period
Main Results for each time segment
17:00 - 17:15
17:15 - 17:30
17:30 - 17:45
17:45 - 18:00
Stream Max RFC Max delay (s) Max Queue (PCU) Max LOSAverage Demand
(PCU/hr)Total Junction Arrivals (PCU)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
14
18:00 - 18:15
18:15 - 18:30
StreamTotal Demand
(PCU/hr)Junction
Arrivals (PCU)Capacity (PCU/hr)
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
Arrivals (PCU)Capacity (PCU/hr)
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
Generated on 30/09/2016 11:54:42 using Junctions 9 (9.0.1.4646)
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
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
Queue (PCU) Delay (s) RFC Queue (PCU) Delay (s) RFC
Base 2018 + Proposed
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.
Values shown are the highest values encountered over all time segments. Delay is the maximum value of average delay per arriving vehicle.
File summary
Units
Analysis Options
File Description
Title (untitled)
Location
Site number
Date 15/04/2016
Version
Status (new file)
Identifier
Client
Jobnumber
Enumerator CJP"a.dryden
Description
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
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
1
Analysis Options
Demand Set Summary
Mini-roundabout model
Vehicle length (m)
Calculate Queue Percentiles
Calculate detailed queueing delay
Calculate residual capacity
RFC Threshold
Average Delay threshold (s)
Queue threshold (PCU)
JUNCTIONS 9 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 +
ProposedAM ONE HOUR 07:45 09:15 15 ü
Base 2018 +
ProposedPM ONE HOUR 17:00 18:30 15 ü
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
2
Base 2018 + Proposed, AM
Data Errors and Warnings No errors or warnings
Analysis Set Details
Junction Network
Junctions
Junction Network Options
Arms
Arms
Capacity Options
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 - 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
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
3
Mini Roundabout Geometry
Slope / Intercept / Capacity
Roundabout Slope and Intercept used in model
The slope and intercept shown above include any corrections and adjustments.
Traffic Demand
Demand Set Details
Demand overview (Traffic)
Origin-Destination Data
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
ID Scenario nameTime Period
nameTraffic profile
typeModel start time
(HH:mm)Model finish time
(HH:mm)Time segment length
(min)Run
automatically
D1Base 2018 +
ProposedAM 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 - 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
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
4
Vehicle Mix
Results
Results Summary for whole modelled period
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
Heavy Vehicle proportion
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
Arm Max RFC Max delay (s) Max Queue (PCU) Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU)
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
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
5
Main Results for each time segment
Main results: (07:45-08:00)
Main results: (08:00-08:15)
Main results: (08:15-08:30)
Main results: (08:30-08:45)
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 - 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)
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 - 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)
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 - 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)
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 - 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
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
6
Main results: (08:45-09:00)
Main results: (09:00-09:15)
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 - 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)
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 - 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
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
7
Base 2018 + Proposed, PM
Data Errors and Warnings
Analysis Set Details
Junction Network
Junctions
Junction Network Options [same as above]
Arms
Arms [same as above]
Capacity Options [same as above]
Mini Roundabout Geometry [same as above]
Slope / Intercept / Capacity [same as above]
Traffic Demand
Demand Set Details
Severity Area Item Description
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]
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 - Proposed Mini Roundabout Proposed Mini Roundabout Mini-roundabout 1,2,3,4 9.11 A
ID Scenario nameTime Period
nameTraffic profile
typeModel start time
(HH:mm)Model finish time
(HH:mm)Time segment length
(min)Run
automatically
D2Base 2018 +
ProposedPM ONE HOUR 17:00 18:30 15 ü
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
8
Demand overview (Traffic)
Origin-Destination Data
Vehicle Mix
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 - 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
Heavy Vehicle proportion
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
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
9
Results
Results Summary for whole modelled period
Main Results for each time segment
Main results: (17:00-17:15)
Main results: (17:15-17:30)
Main results: (17:30-17:45)
Arm Max RFC Max delay (s) Max Queue (PCU) Max LOS Average Demand (PCU/hr) Total Junction Arrivals (PCU)
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)
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 - 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)
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 - 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)
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 - 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
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
10
Main results: (17:45-18:00)
Main results: (18:00-18:15)
Main results: (18:15-18:30)
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 - 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)
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 - 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)
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 - 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
Generated on 04/05/2016 16:34:23 using Junctions 9 (9.0.0.4211)
11