Proposed Residential Development on Annett Road, Walton-on-Thames - Draft Transport Statement - Aston Mead
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Proposed Residential Development on Annett
Road, Walton-on-Thames
Draft Transport Statement
david tucker associates
transport planning consultantsProposed Residential Development
on Annett Road, Walton-on-
Thames
Transport Statem ent
8th April 2020
SKP/JW 21260-01 Transport Statement
P repared by:
David Tucker Associates
Forester House, Doctor’s Lane
Henley-in-Arden
Warwickshire B95 5AW
Tel: 01564 793598
Fax: 01564 793983
inmail@dtatransportation.co.uk
www.dtatransportation.co.uk
P repared for:
East Street Homes
© David Tucker Associates
No part of this publication may be reproduced by any means without the prior permission of David
Tucker AssociatesTable of Contents
Page
1.0 INTRODUCTION 1
2.0 EXISTING CONDITIONS 2
2.1 Site Location 2
2.2 Local Highway Network 2
2.3 Existing Parking 2
2.4 Personal Injury Collision Data 3
2.5 Walking and Cycling 4
2.6 Accessibility 4
2.7 Public Transport 5
2.8 Summary 7
3.0 DEVELOPMENT PROPOSALS 8
3.1 Overview 8
3.2 Site Access Arrangement 8
3.3 Proposed Car Parking 8
3.4 Proposed Cycle Parking 8
3.5 Refuse Collection 9
3.6 Servicing 9
4.0 PROPOSED TRAFFIC GENERATION 10
4.1 Existing Traffic Generation 10
4.2 Proposed Traffic Generation 10
5.0 SUMMARY AND CONCLUSIONS 12
Figures
Figure 1 Site Location Plan
Drawings
21260-08-3 Car Park Swept Path
21260-08-2 Refuse Vehicle Swept Path
21260-08 7.5t Delivery Vehicle Swept Path
Appendices
Appendix A Proposed Site Layout
Appendix B Parking Beat Survey
Appendix C TRICS OutputAnnett Road, Walton
Transport Statement
1.0 INTRODUCTION
1.1.1 David Tucker Associates (DTA) have been commissioned by East Street Homes to
provide transport and highways advice for the demolition of an existing garage and MOT
centre and the construction of 10 flats at Annett Road, Walton-on-Thames. The proposed
site plan is attached at Appendix A.
1.1.2 This Transport Statement (TS) has been prepared in accordance with the National
Planning Policy Framework (NPPF). The NPPF document states that all developments
that generate significant amounts of movements should be supported by a Transport
Statement or Transport Assessment. This TS includes the following headings:
Chapter 1: Introduction
Chapter 2: Existing Conditions
Chapter 3: Development Proposals
Chapter 4: Proposed Traffic Generation
Chapter 5: Summary and Conclusions
1.1.3 This TS considers the traffic impact of the development proposals on the adjacent
highway network. The site is forecast to generate a modest number of vehicular
movements and would not result in a detrimental impact on the local highway network.
SKP/JW 21260-01 Transport Statement 1
8th April 2020Annett Road, Walton
Transport Statement
2.0 EXISTING CONDITIONS
2.1 Site Location
2.1.1 The site is located in the town of Walton-on-Thames (Figure 1). It is located within a
residential area of Walton with dwellings surrounding the site and Annett Road running
on a north – south alignment along the north eastern boundary.
2.1.2 The site is currently occupied by a MOT testing centre which currently occupies two units
on the site. Access to the site is via a footway crossover onto Annett Road.
2.2 Local Highway Network
2.2.1 The existing vehicular access to the site provides access to the garage and a MOT centre.
Annett Road north – south alignment to the east of the site and provides access to the
A3050 Terrace Road to the south. Annett Road is a cul – de -sac which provides access
to existing dwellings. Annett Road is subject to a 30mph speed limit and has footways
on both sides of the road and is street lit.
2.2.2 Parking is permitted along both sides of Annett Road. There are white lines in front of a
pair of garages opposite the proposed site access prohibiting obstruction in front of the
garages and there is a designated disabled space approximately 15m east of the Terrace
Road / Annett Road priority junction. Operationally, the running carriageway functions
largely as a single lane width as parking is present on both sides of the road.
2.2.3 The A3050 runs on an east – west alignment from Hampton Court in the east to
Weybridge in the west.
2.2.4 Locally, the A3050 is subject to a 30mph speed limit. It has footways on both sides of
the road and is street lit.
2.2.5 The A3050 provides access to the A244. To the north, the A244 provides access to
Sunbury-on-Thames and M3, A308 and the A316.
2.3 Existing Parking
2.3.1 In order to establish existing overnight on street parking within the vicinity of the site, a
parking beat survey was undertaken on Tuesday 17th and Wednesday 18th September
2019 at 02:30 on Annett Road, A3050 Terrace Road, Dudley Road, Sidney Road and
SKP/JW 21260-01 Transport Statement 2
8th April 2020Annett Road, Walton
Transport Statement
Alpine Road. The survey was undertaken in accordance with the Lambeth Methodology,
which represents best national practice.
2.3.2 The survey reported that there were cars parked along Annett Road throughout the two
days. On the Tuesday, there was one available space and no availability on the
Wednesday during the survey at 02:30.
2.3.3 On the surrounding roads, the streets have parked cars on either side of the road. There
are also parking restrictions along Terrace Road and Sidney Road preventing residents
from parking on street. The parking beat survey is provided at Appendix B.
2.4 Personal Injury Collision Data
2.4.1 Personal Injury Collision (PIC) data has been obtained from CrashMap for the latest five
year period of data available. The data has been reviewed for the full length of Annett
Road and approximately 200m along the A3050 Terrace Road with approximately 100m
to the north of the A3050 Terrace Road / Annett Road priority junction and approximately
110m south of the priority junction.
2.4.2 There has been one collision on Annett Road which was recorded as serious. It occurred
approximately 150m north of the A3050 Terrace Road / Annett Road priority junction.
The incident involved two vehicles resulting in one serious casualty.
2.4.3 There have been a further nine collisions on the A3050 Terrace Road with proximity to
the site. To the north of the A3050 Terrace Road / Annett Road, there have been six
collisions. Five of these occurred within the vicinity of the A3050 Terrace Road / Dudley
Road priority junction. The sixth collision occurred approximately 30m north of the A3050
Terrace Road / Annett Road.
2.4.4 Two slight collisions were recorded on the A3050 Terrace Road / Sidney Road mini
roundabout approximately 35m south of the A3050 Terrace Road / Annett Road priority
junction. Additionally, a slight collision occurred approximately 100m south of the A3050
Terrace Road/ Annett Road priority junction.
2.4.5 The data received has identified that one collision was recorded as serious injuries being
sustained on Annett Road. The reaming nine collisions on A3050 Terrace Road have
been recorded as slight.
SKP/JW 21260-01 Transport Statement 3
8th April 2020Annett Road, Walton
Transport Statement
2.5 Walking and Cycling
2.5.1 Footways are present along both sides of Annett Road. They are approximately 2m wide.
The A3050 Terrace Road has a footway / cycleway running along both sides of the
carriageway. The footway cycleway extends in Walton on Thames and continues to other
local towns including Lower Halliford.
2.6 Accessibility
2.6.1 The site is located approximately 670m from the centre of Walton-on-Thames where
there are a number of facilities including Sainsbury’s, Next, banks, café’s and opticians.
Also, within the vicinity of the site are nurseries, school, doctors and dentists.
2.6.2 Table 1 shows the distance to these services and facilities. All measurements are based
on the most direct walking routes and the walking and cycling times based on 1.4 m/s
for walking and 4.2 m/s for cycling.
SKP/JW 21260-01 Transport Statement 4
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Transport Statement
Table 1 – Summary of services and facilities within Walton-on-Thames and walk and cycle times
Walk Time Cycle Time (4.2
Facility Distance
(1.4 m/s) m/s)
Whitehouse Dental Clinic 150m 2 1
Santander 550m 7 2
Caffe Nero 570m 7 2
WHS Smiths 600m 7 2
Boots including Opticians 610m 7 2
Next 650m 8 3
Debenhams 660m 8 3
Pure Gym 660m 8 3
Sainsbury’s 670m 8 3
Costa 700m 8 3
Thamesview Preschool 750m 9 3
Grovelands Primary School (3 – 11
900m 11 4
years)
Homebase 920m 11 4
Ashley Medical Centre (Doctors) 1.3km 15 5
Elmbridge Xcel Leisure Complex 1.6km 19 6
Danesfield Manor School (independent
2.3km 27 9
school - 2 to 11 years)
Halliford School (boys’ school –
2.5km 30 10
independent school 11-18 years)
Thamesmead School (comprehensive
2.6km 31 10
secondary school – 11-16 years)
2.7 Public Transport
Bus
2.7.1 Bus stops are provided on the A3050 Terrance Road. The stops are approximately 100m
to the south of the site. The bus stops are provided with a post and flag arrangement
and both have a bus bay. Additionally, the eastbound stop has a raised kerb.
2.7.2 The stops are served by the 458, 461, 461, 564 and 663. A summary of the services are
provided in Table 2 below.
SKP/JW 21260-01 Transport Statement 5
8th April 2020Annett Road, Walton
Transport Statement
Table 2 – Summary of bus services
Maximum Frequency & First and Last
Service
No. Operator Route
Days of First / Last
Frequency
Operation service
Staines - Kingston One per
Mon - Fri 15:11
Hallmark Upon Thames day
458
Connections Kingston Upon One per
Mon - Fri 07:53
Thames - Staines day
Every half
Addlestone - Mon - Fri 06:34 / 18:37
an hour
Kingston Upon
Every half
Thames Sat 06:34 / 18:31
Falcon an hour
461
Coaches Every half
Kingston Upon Mon - Fri 07:10 / 19:19
an hour
Thames -
Addlestone Every half
Sat 07:16 / 18:47
an hour
Four per
Chertsey South - Mon - Sat 19:13 / 22:20
day
Kingston Upon
Thames Sun 07:17 / 20:09 Hourly
Hallmark
461
Connections Five per
Kingston Upon Mon - Sat 19:28 / 23:26
day
Thames -
Chertsey South Sun 08:27 / 21:27 Hourly
Walton-on- Mon - Fri 08:31 / 17:36 Hourly
Falcon
564 Thames -
Coaches
Whiteley Village Sat 08:45 /17:48 Hourly
Esher High One per
School Mon - Fri 15:44
day
Grounds in
663
Esher High London United
School - One per
Mon - Fri 07:36
Walton-on- day
Thames
Rail
2.7.3 The closest railway station to the site is Walton-on-Thames Railway Station which is
located approximately 2.3km south of the proposed site location. The station has 294
cycle storage spaces. Additionally, there is a 50 space car park with 2 accessible spaces.
2.7.4 The station is served by bus service 458. The 458 provides a daily service from the bus
stops on Terrace Road. However, from Walton-on-Thames High Street, an hourly service
is provided. The bus stop on the High Street is approximately 700m from the proposed
SKP/JW 21260-01 Transport Statement 6
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Transport Statement
site.
2.7.5 The station is operated by South Western Railway and it provides four trains per hour to
London Waterloo, a half hourly service to Woking and a half hourly service to
Basingstoke.
2.8 Summary
2.8.1 A review of the existing conditions in Walton-on-Thames have identified that the existing
highway network currently serves dwellings and there are footway / cycleways provided
to accommodate pedestrians and cyclists from the new development. Facilities within
the village are within walking distance from the site using existing footway / cycleways
along the A3050 to the town centre.
2.8.2 A review of collision data within the vicinity of the site concludes that there are no
concerns with highway safety.
2.8.3 There is bus provision along Terrace Road with both sets of stops within 100m of the
site. the services from these stops provide access to local destinations including Staines,
Kingston Upon Thames, Addlestone, Chertsey South, Walton-on-Thames and Whiteley
Village.
2.8.4 Walton-on-Thames Railway Station is approximately 2.3km from the proposed site. the
station has a car park and cycle storage facilities. South Western Railway provide four
trains per hour to London Waterloo, a half hourly service to Woking and a half hourly to
Basingstoke. Both London Waterloo and Basingstoke allow passengers to change trains
to access wider national destinations.
SKP/JW 21260-01 Transport Statement 7
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Transport Statement
3.0 DEVELOPMENT PROPOSALS
3.1 Overview
3.1.1 The development proposals are to demolish the existing MOT centre and garage and
construct 10 flats on the plot of land.
3.2 Site Access Arrangement
3.2.1 The proposed development will be accessed in the location of the existing access onto
Annett Road.
3.2.2 As stated in the existing conditions section, there are parked cars present along both
sides of Annett Road. Manual for Streets 2 states that ‘Parking in visibility splays in built-
up areas is quite common, yet it does not appear to create significant problems in
practice.’ It continues to state that ‘At urban junctions where visibility is limited by
buildings and parked cars, drivers of vehicles on the minor arm tend to nose out carefully
until they can see oncoming traffic, and vice-versa.’ Therefore, given the proposed
development is on an urban cul-de-sac, drivers will nose out, and will be in line with
existing local conditions.
3.3 Proposed Car Parking
3.3.1 The proposed onsite parking is in line with the Surrey County Council Vehicular and Cycle
Parking Guidance (January 2018). Figure 1 of the document sets out the recommended
guidance for residential parking. The requirement for flats is 1 space per unit. In
accordance with this, the site provides 10 car parking spaces.
Electric Vehicle Charging Provision
3.3.2 With regard to electric vehicle charging requirements, flats require that 20% of available
spaces are to be fitted with a fast charge socket. Additionally, a further 20% of available
spaces are to be provided with power supply to provide addition fast charge socket. The
charge point specification is a 7kw Mode 3 with Type 2 Connecter and the power
requirements are a 230v AC 32 Amp Single Phase dedicated supply.
3.3.3 There are 10 car parking spaces proposed on site. A vehicle swept path analysis showing
a car accessing parking spaces is provided on Drawing 21260-08-3.
3.4 Proposed Cycle Parking
3.4.1 The Vehicular and Cycle Parking Guidance set out that flats should have one cycle space
SKP/JW 21260-01 Transport Statement 8
8th April 2020Annett Road, Walton
Transport Statement
per unit. This provision will be located in the curtilage of the property or in a bike store.
3.5 Refuse Collection
3.5.1 Refuse collection will be made from Annett Road. It is proposed that the refuse vehicle
will collect as per the existing arraignment by heading along Annett Road and turning at
the turning head provided. As it heads south along Annett Road, back towards Terrace
Road, the vehicle will reverse from Annett Road into the site access. The vehicle will
reverse 12m into the site leaving a 10m carry distance in accordance with Elmbridge
Borough Council Household Waste Collection Guidance For Developers. The vehicle will
then exit the site in forward gear and turn right towards Terrace Road. There is a single
white line in front of a pair of garages opposite the site access restricting parked vehicles
from obstructing the access to the garages. A swept path analysis showing the
movement is provided on Drawing 21260-08-2.
3.6 Servicing
3.6.1 A swept path analysis of a 7.5t box van, typically for home delivery, has been tracked in
and out through the site. This shows that the vehicle is able to enter and exit the site in
forward gear as well turn in the turning head provided. This is provided in Drawing
21260-08.
SKP/JW 21260-01 Transport Statement 9
8th April 2020Annett Road, Walton
Transport Statement
4.0 PROPOSED TRAFFIC GENERATION
4.1 Existing Traffic Generation
4.1.1 The traffic generation of the commercial uses has been estimated, following
interrogation of the TRICS (online 7.6.3) database. TRICS (Trip Rate Information
Computer System) is an online database of trip rates for developments used in the UK,
for transport planning purposes.
4.1.2 It is the industry standard source of such data and is accepted as a means of forecasting
traffic generation from developments by Local Highway Authorities.
4.1.3 To provide an historic estimate of the commercial uses, trip rates have been extracted
from the database for commercial car repair. The weekday trip rates and resulting traffic
generation for the uses are detailed in Table 3. The existing site floor area is c.300 sqm.
Table 3 – MOT Centre Trip Rates and Traffic Generation
Trip Rates per sqm Trip Generation
Time Range
Arrivals Departures Totals Arrivals Departures Totals
08:00 - 09:00 0.016 0.009 0.025 5 3 8
17:00 - 18:00 0.006 0.012 0.019 2 4 6
Daily 0.108 0.115 0.223 32 34 66
4.1.4 As can be seen in Table 3, the development is predicted to generate 60-70 vehicle
movements across the day.
4.2 Proposed Traffic Generation
4.2.1 In order to assess the likely traffic movements relating to the proposed development,
the TRICS database was interrogated (TRICS 2018 (b) v.7.6.1 on line). This database
contains surveys of the vehicle and multimodal trip generation of a wide variety of sites
which are classified by land use and various other attributes.
4.2.2 The TRICS database has therefore been interrogated for 03 – Residential / C - Flats
Privately Owned. The trip rates have been provided against the following criteria:
• London, Northern Ireland and Ireland removed;
• Number of flats: 6 to 25 selected;
• Date Range: 01/01/11 to 13/11/18;
SKP/JW 21260-01 Transport Statement 10
8th April 2020Annett Road, Walton
Transport Statement
• Weekday only; and,
• Town Centre, Edge of Town Centre, Suburban Area, Edge of Town and
Neighbourhood Centre.
4.2.3 The resulting TRICS outputs are attached at Appendix C and summarised below in
Table 4.
Table 4 – 10 Flats Trip Rates and Traffic Generation
Trip Rates per Dwelling Trip Generation
Time Range
Arrivals Departures Totals Arrivals Departures Totals
10 Flats
08:00 - 09:00 0.141 0.282 0.423 1 3 4
17:00 - 18:00 0.235 0.106 0.341 2 1 3
Daily 1.331 1.412 2.743 13 14 27
4.2.4 As can be seen in Table 2, the development is predicted to generate four vehicles
movements in the AM peak and three vehicles movements in the PM peak hours.
4.2.5 This is less than the traffic generation from the existing land use.
SKP/JW 21260-01 Transport Statement 11
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Transport Statement
5.0 SUMMARY AND CONCLUSIONS
5.1.1 David Tucker Associates (DTA) have been commissioned by East Street Homes to
provide transport and highways advice for the demolition of an existing garage and MOT
centre and the construction of up to 10 flats at Annett Road, Walton-on-Thames.
5.1.2 The site is well located in proximity to Walton-on-Thames town centre. The site is
connected to Walton-on-Thames via two footway/ cycleways, which run along either
side of Terrace Road. Walton town centre includes services and facilities such as clinics,
cafes, banks, convenience stores, opticians, a gym, department stores and
supermarkets. Further afield, there are schools, doctors, garden centre and leisure
centres.
5.1.3 There are frequent bus services from bus stops approximately 100m from the site and
Walton railway station provides frequent services to London Waterloo and Basingstoke.
5.1.4 A review of personal injury collision data has been undertaken which confirms that there
was one recorded collisions on Annett Road and there is no trends or cluster of collisions
that will be exacerbated by the proposed development.
5.1.5 The development will be served from a priority crossover junction onto Annett Road in
the location of the existing access into the MOT garage.
5.1.6 The vehicle and cycle parking on the site are in line with the Surrey County Council
Vehicular and Cycle Parking Guidance (January 2018). There will be 10 car parking
spaces on the site and cycle parking will be stored in either a communal store or within
the curtilage of a dwelling.
5.1.7 The refuse vehicle tracking demonstrates that a refuse vehicle will reverse into the site
for a distance of 12m. There will be a walk / carry distance of 10m in accordance with
Elmbridge Borough standards. The refuse vehicle will exit the site in a forward gear.
5.1.8 The traffic generation forecasts confirm that the site will generate minimal levels of traffic
onto the local highway network and indeed less than the existing site use. It is therefore
concluded that the development and will have no material adverse impact on the local
highway network.
5.1.9 This Transport Statement has demonstrated that the development is fully in accordance
with both national and local policy and in particular confirms that the impact of the
SKP/JW 21260-01 Transport Statement 12
8th April 2020Annett Road, Walton
Transport Statement
development is not severe. On this basis it is concluded that there are no reasonable
grounds for refusal on highway grounds.
SKP/JW 21260-01 Transport Statement 13
8th April 2020Figures
Notes: Figure 1 Scale : NTS
David Tucker Associates
Transport Planning Consultancy Proposed site location Drawing Title Site Location Plan
Forester House, Doctors Lane, Henley-in-Arden
Walton-on-Thames town centre Job Title Annett Road, Walton-on-Thames
Warwickshire, B95 5AW Client East Street Homes NORTH
Tel: +44(0) 1564 793598 Fax: +44(0) 1564 793983
www.dtatransportation.co.uk
Terrace Road Bus Stops
© Crown Copyright and Database Right 2010 - AL 1000304 12Drawings
Appendix A
REV DATE CHANGES BY CHK ISSUE FOR
A 27.09.19 FIRST ISSUE FS TJ COMMENT
B 30.09.19 AMENITY AREAS HIGHLIGHTED RN TJ COMMENT
C 15.10.19 CAR PARKING SPACES AMENDED RN TJ COMMENT
D 07.02.20 LAYOUT REVISED RB TJ COMMENT
E 13.02.20 LAYOUT REVISED RB TJ COMMENT
F 17.02.20 LAYOUT REVISED RB TJ COMMENT
G 18.02.20 BIN STORE REVISED FS TJ COMMENT
H 19.02.20 FOOTPATH (PLOTS 3-5) REVISED FS TJ COMMENT
J 24.02.20 ROOF PLANS UPDATED RB TJ COMMENT
K 25.02.20 GREENERY TO PLOTS 1&2 UPDATED FS TJ COMMENT
3070
1290
2454
PLOTS 3 - 5
REFUSE
ANNETT
P8
PLOTS 6 - 10
P6 P9 P10
P4 P5
P7
ROAD
P3 P2 P1
PLOTS 1-2
REFUSE
300
Unit 6, AC Court, Hight Street, Thames Ditton, Surrey, KT7 0SR
T: 01 72 470 1 W: www.omega-architects.co.uk
Client:
EAST STREET HOMES
Project:
1 ANNETT ROAD, WALTON ON THAMES
Drawing Title:
SITE LAYOUT
Scale: Revision Drawn Check Date
N
1:100 @ A1 H FS TJ 19.02.20
J RB TJ 24.02.20
K FS TJ 26.02.20
Project No' Class Dwg No' Status Rev
0m 1m 2m 3m 4m 5m
Scale 2831 A 1005 PR K
CLASS: C - COLOURED, A - BLACK & WHITE
STATUS: SK - SKETCH, PR - PRELIMINARY, PL - PLANNING, WD - WORKING DRAWING
PREPARED BY OMEGA ARCHITECTS: The contents of this document must not be copied or reproduced in whole or in part without the written consent of
Omega Partnership Limited. Desk Top Publishing and Graphic Design by Omega Architects.
REGISTERED COMPANY DETAILS: Omega Partnership Limited, UK registered Company Number 2972784. Registered Address: Aissela, 46 High Street,
Esher, Surrey, KT10 9QYAppendix B
1
14
12
11
13
2
10
8 3
9
4
5
7 6Appendix C
TRICS 7.6.2 250719 B19.14 Database right of TRICS Consortium Limited, 2019. All rights reserved Friday 20/09/19
Page 1
DTA Transportation Ltd Doctors Lane Henley in Arden Licence No: 623801
Calculation Reference: AUDIT-623801-190920-0939
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL
Category : C - FLATS PRIVATELY OWNED
VEHICLES
Selected regions and areas:
02 SOUTH EAST
EX ESSEX 1 days
03 SOUTH WEST
DC DORSET 1 days
07 YORKSHIRE & NORTH LINCOLNSHIRE
RI EAST RIDING OF YORKSHIRE 1 days
08 NORTH WEST
GM GREATER MANCHESTER 1 days
MS MERSEYSIDE 1 days
10 WALES
DB DENBIGHSHIRE 1 days
This section displays the number of survey days per TRICS® sub-region in the selected set
Secondary Filtering selection:
This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range
are included in the trip rate calculation.
Parameter: Number of dwellings
Actual Range: 6 to 20 (units: )
Range Selected by User: 6 to 25 (units: )
Parking Spaces Range: All Surveys Included
Percentage of dwellings privately owned: All Surveys Included
Public Transport Provision:
Selection by: Include all surveys
Date Range: 01/01/11 to 13/11/18
This data displays the range of survey dates selected. Only surveys that were conducted within this date range are
included in the trip rate calculation.
Selected survey days:
Tuesday 3 days
Friday 3 days
This data displays the number of selected surveys by day of the week.
Selected survey types:
Manual count 6 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:
Town Centre 1
Edge of Town Centre 1
Suburban Area (PPS6 Out of Centre) 2
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:
Development Zone 1
Residential Zone 4
Built-Up Zone 1
This data displays the number of surveys per location sub-category within the selected set. The location sub-categories
consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village,
Out of Town, High Street and No Sub Category.TRICS 7.6.2 250719 B19.14 Database right of TRICS Consortium Limited, 2019. All rights reserved Friday 20/09/19
Page 2
DTA Transportation Ltd Doctors Lane Henley in Arden Licence No: 623801
Secondary Filtering selection:
Use Class:
C3 6 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:
1,001 to 5,000 1 days
10,001 to 15,000 2 days
20,001 to 25,000 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:
50,001 to 75,000 3 days
125,001 to 250,000 1 days
500,001 or More 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 4 days
1.1 to 1.5 2 days
This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling,
within a radius of 5-miles of selected survey sites.
Travel Plan:
No 6 days
This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place,
and the number of surveys that were undertaken at sites without Travel Plans.
PTAL Rating:
No PTAL Present 6 days
This data displays the number of selected surveys with PTAL Ratings.TRICS 7.6.2 250719 B19.14 Database right of TRICS Consortium Limited, 2019. All rights reserved Friday 20/09/19
Page 3
DTA Transportation Ltd Doctors Lane Henley in Arden Licence No: 623801
LIST OF SITES relevant to selection parameters
1 DB-03-C-01 FLATS IN HOUSES DENBIGHSHIRE
RHYL ROAD
RHUDDLAN
Neighbourhood Centre (PPS6 Local Centre)
Residential Zone
Total Number of dwellings: 16
Survey date: FRIDAY 07/10/11 Survey Type: MANUAL
2 DC-03-C-02 FLATS IN BLOCKS DORSET
PALM COURT
WEYMOUTH
SPA ROAD
Suburban Area (PPS6 Out of Centre)
Residential Zone
Total Number of dwellings: 14
Survey date: FRIDAY 28/03/14 Survey Type: MANUAL
3 EX-03-C-01 FLATS ESSEX
WESTCLIFF PARADE
SOUTHEND-ON-SEA
WESTCLIFF
Edge of Town Centre
Residential Zone
Total Number of dwellings: 6
Survey date: TUESDAY 22/10/13 Survey Type: MANUAL
4 GM-03-C-03 BLOCK OF FLATS GREATER MANCHESTER
FAIRFIELD STREET
MANCHESTER
Town Centre
Built-Up Zone
Total Number of dwellings: 20
Survey date: FRIDAY 14/10/11 Survey Type: MANUAL
5 MS-03-C-03 BLOCK OF FLATS MERSEYSIDE
MARINERS WHARF
LIVERPOOL
QUEENS DOCK
Suburban Area (PPS6 Out of Centre)
Development Zone
Total Number of dwellings: 9
Survey date: TUESDAY 13/11/18 Survey Type: MANUAL
6 RI-03-C-01 FLATS EAST RIDING OF YORKSHIRE
465 PRIORY ROAD
HULL
Edge of Town
Residential Zone
Total Number of dwellings: 20
Survey date: TUESDAY 13/05/14 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a
unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the
week and date of each survey, and whether the survey was a manual classified count or an ATC count.TRICS 7.6.2 250719 B19.14 Database right of TRICS Consortium Limited, 2019. All rights reserved Friday 20/09/19
Page 4
DTA Transportation Ltd Doctors Lane Henley in Arden Licence No: 623801
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
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
07:00 - 08:00 6 14 0.071 6 14 0.153 6 14 0.224
08:00 - 09:00 6 14 0.141 6 14 0.282 6 14 0.423
09:00 - 10:00 6 14 0.118 6 14 0.188 6 14 0.306
10:00 - 11:00 6 14 0.047 6 14 0.059 6 14 0.106
11:00 - 12:00 6 14 0.094 6 14 0.035 6 14 0.129
12:00 - 13:00 6 14 0.071 6 14 0.118 6 14 0.189
13:00 - 14:00 6 14 0.106 6 14 0.094 6 14 0.200
14:00 - 15:00 6 14 0.071 6 14 0.059 6 14 0.130
15:00 - 16:00 6 14 0.106 6 14 0.106 6 14 0.212
16:00 - 17:00 6 14 0.153 6 14 0.118 6 14 0.271
17:00 - 18:00 6 14 0.235 6 14 0.106 6 14 0.341
18:00 - 19:00 6 14 0.118 6 14 0.094 6 14 0.212
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates: 1.331 1.412 2.743
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.TRICS 7.6.2 250719 B19.14 Database right of TRICS Consortium Limited, 2019. All rights reserved Friday 20/09/19
Page 5
DTA Transportation Ltd Doctors Lane Henley in Arden Licence No: 623801
The survey data, graphs and all associated supporting information, contained within the TRICS Database are published
by TRICS Consortium Limited ("the Company") and the Company claims copyright and database rights in this published
work. The Company authorises those who possess a current TRICS licence to access the TRICS Database and copy the
data contained within the TRICS Database for the licence holders' use only. Any resulting copy must retain all copyrights
and other proprietary notices, and any disclaimer contained thereon.
The Company accepts no responsibility for loss which may arise from reliance on data contained in the TRICS Database.
[No warranty of any kind, express or implied, is made as to the data contained in the TRICS Database.]
Parameter summary
Trip rate parameter range selected: 6 - 20 (units: )
Survey date date range: 01/01/11 - 13/11/18
Number of weekdays (Monday-Friday): 6
Number of Saturdays: 0
Number of Sundays: 0
Surveys automatically removed from selection: 0
Surveys manually removed from selection: 0
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate
calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum
survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of
surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of
the standard filtering procedure are displayed.TRICS 7.6.2 250719 B19.14 Database right of TRICS Consortium Limited, 2019. All rights reserved Friday 20/09/19
Page 6
DTA Transportation Ltd Doctors Lane Henley in Arden Licence No: 623801
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
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
07:00 - 08:00 6 14 0.000 6 14 0.000 6 14 0.000
08:00 - 09:00 6 14 0.012 6 14 0.012 6 14 0.024
09:00 - 10:00 6 14 0.000 6 14 0.000 6 14 0.000
10:00 - 11:00 6 14 0.000 6 14 0.000 6 14 0.000
11:00 - 12:00 6 14 0.000 6 14 0.000 6 14 0.000
12:00 - 13:00 6 14 0.000 6 14 0.000 6 14 0.000
13:00 - 14:00 6 14 0.000 6 14 0.000 6 14 0.000
14:00 - 15:00 6 14 0.000 6 14 0.000 6 14 0.000
15:00 - 16:00 6 14 0.012 6 14 0.012 6 14 0.024
16:00 - 17:00 6 14 0.012 6 14 0.012 6 14 0.024
17:00 - 18:00 6 14 0.000 6 14 0.000 6 14 0.000
18:00 - 19:00 6 14 0.024 6 14 0.024 6 14 0.048
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates: 0.060 0.060 0.120
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.TRICS 7.6.2 250719 B19.14 Database right of TRICS Consortium Limited, 2019. All rights reserved Friday 20/09/19
Page 7
DTA Transportation Ltd Doctors Lane Henley in Arden Licence No: 623801
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
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
07:00 - 08:00 6 14 0.024 6 14 0.024 6 14 0.048
08:00 - 09:00 6 14 0.000 6 14 0.000 6 14 0.000
09:00 - 10:00 6 14 0.012 6 14 0.012 6 14 0.024
10:00 - 11:00 6 14 0.000 6 14 0.000 6 14 0.000
11:00 - 12:00 6 14 0.000 6 14 0.000 6 14 0.000
12:00 - 13:00 6 14 0.000 6 14 0.000 6 14 0.000
13:00 - 14:00 6 14 0.000 6 14 0.000 6 14 0.000
14:00 - 15:00 6 14 0.000 6 14 0.000 6 14 0.000
15:00 - 16:00 6 14 0.000 6 14 0.000 6 14 0.000
16:00 - 17:00 6 14 0.000 6 14 0.000 6 14 0.000
17:00 - 18:00 6 14 0.000 6 14 0.000 6 14 0.000
18:00 - 19:00 6 14 0.000 6 14 0.000 6 14 0.000
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates: 0.036 0.036 0.072
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.TRICS 7.6.2 250719 B19.14 Database right of TRICS Consortium Limited, 2019. All rights reserved Friday 20/09/19
Page 8
DTA Transportation Ltd Doctors Lane Henley in Arden Licence No: 623801
TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED
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
07:00 - 08:00 6 14 0.000 6 14 0.000 6 14 0.000
08:00 - 09:00 6 14 0.000 6 14 0.000 6 14 0.000
09:00 - 10:00 6 14 0.000 6 14 0.000 6 14 0.000
10:00 - 11:00 6 14 0.000 6 14 0.000 6 14 0.000
11:00 - 12:00 6 14 0.000 6 14 0.012 6 14 0.012
12:00 - 13:00 6 14 0.000 6 14 0.024 6 14 0.024
13:00 - 14:00 6 14 0.000 6 14 0.000 6 14 0.000
14:00 - 15:00 6 14 0.012 6 14 0.000 6 14 0.012
15:00 - 16:00 6 14 0.000 6 14 0.012 6 14 0.012
16:00 - 17:00 6 14 0.000 6 14 0.000 6 14 0.000
17:00 - 18:00 6 14 0.035 6 14 0.000 6 14 0.035
18:00 - 19:00 6 14 0.000 6 14 0.000 6 14 0.000
19:00 - 20:00
20:00 - 21:00
21:00 - 22:00
22:00 - 23:00
23:00 - 24:00
Total Rates: 0.047 0.048 0.095
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.david tucker associates
Forester House
Doctor’s Lane
Henley-in-Arden
Warwickshire B95 5AW
Tel: +44(0)1564 793598
Fax: +44(0)1564 793983
inmail@dtatransportation.co.uk
www.dtatransportation.co.ukYou can also read
