tiverton eastern urban extension

Transcription

TIVERTON EASTERN URBAN EXTENSION
TRANSPORT ASSESSMENT
CHETTISCOMBE TRUST
MAY 2014
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C698
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14 April 2014
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C J Mumford
21 May 2014
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23 May 2014
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© PFA Consulting Ltd 2014
i
C698-DOC01 TA Text Only ISSUE 1
MAY 2014
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MAY 2014
CONTENTS
PAGE NO.
1.
INTRODUCTION ...................................................................................... 1
2.
TRANSPORT PLANNING POLICY CONTEXT ................................................... 3
Introduction ....................................................................................................................................................... 3
National Policy ................................................................................................................................................... 3
Local Policy......................................................................................................................................................... 4
Third Devon Local Transport Plan: Devon and Torbay Strategy 2011-2026 ................................................ 4
Mid Devon Local Plan ................................................................................................................................... 4
3.
EXISTING TRANSPORT CONDITIONS .......................................................... 7
Site Context........................................................................................................................................................ 7
Existing Road Network ....................................................................................................................................... 7
A361 ............................................................................................................................................................. 7
Blundell’s Road / Post Hill ............................................................................................................................ 7
Existing Traffic .................................................................................................................................................... 7
Road Safety ........................................................................................................................................................ 8
Local Facilities .................................................................................................................................................... 8
Pedestrian and Cycle Routes ............................................................................................................................. 9
Public Transport ............................................................................................................................................... 10
Introduction ............................................................................................................................................... 10
Local Bus Services ....................................................................................................................................... 10
Rail Services ................................................................................................................................................ 11
4.
PROPOSED DEVELOPMENT ..................................................................... 12
Introduction ..................................................................................................................................................... 12
Access .............................................................................................................................................................. 12
Parking ............................................................................................................................................................. 12
Transport Contributions .................................................................................................................................. 13
Travel Plan ....................................................................................................................................................... 13
5.
IMPACT ON THE TRANSPORT NETWORK .................................................. 14
Introduction ..................................................................................................................................................... 14
Trip Generation ................................................................................................................................................ 14
Vehicular Trip Distribution and Assignment .................................................................................................... 15
Traffic Growth and Committed Development ................................................................................................. 15
Model Scenarios .............................................................................................................................................. 15
Modelled Traffic Flows .................................................................................................................................... 15
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Impact on the Road Network ........................................................................................................................... 18
Traffic at Blundell’s School ............................................................................................................................... 19
M5 Junction 27 ................................................................................................................................................ 19
6.
CONSTRUCTION TRAFFIC........................................................................ 21
7.
SUMMARY AND CONCLUSIONS ............................................................... 22
FIGURES
Figure 1.1
Figure 3.1
Figure 3.2
Figure 5.1
Site Location Plan
Local Facilities
Public Rights of Way
Link Key Diagram
APPENDICES
Appendix A
Appendix B
Appendix C
Appendix D
Appendix E
Appendix F
Appendix G
Appendix H
Appendix I
Illustrative Layout
Survey Data
Accident Records
Tiverton and Culm Valley Cycle Routes
Bus Service Map
Proposed LILO Junction on the A361
Proposed Access from Blundell’s Road (Drawing No. C698/14)
Modelled Traffic Flows
Summary of Devon County Council LinSig Assessment of M5 Junction 27
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1.
INTRODUCTION
1.1.
This Transport Assessment has been prepared by PFA Consulting on behalf of the Chettiscombe
Trust in support of an application for outline planning permission for mixed-use development on
land to the east of Tiverton, Devon.
1.2.
The location of the site is shown on Figure 1.1. It lies some 2.5km east of Tiverton town centre,
immediately south of the A361 North Devon Link Road. Post Hill / Blundell’s Road bisects the site
and leads west towards Tiverton. The site is currently in agricultural use. Residential
development in the Post Hill / Uplowman Road area, and along Blundell’s Road, adjoins the
northern part of the site.
Figure 1.1: Site Location
1.3.
The site forms part of Tiverton Eastern Urban Extension, identified in the Mid Devon Local
Development Framework Allocations and Infrastructure Development Plan Document dated
January 2011. The Consultation Draft Masterplan Supplementary Planning Document (SPD) for
Tiverton’s New Garden Neighbourhood at Post Hill was published in December 2013, and
consultation ended in February 2014. The final version of the Masterplan SPD was adopted by
Mid Devon District Council on 30 April 2014. The total site for the Tiverton Eastern Urban
Extension has an area of 153 hectares; the proposals within the SPD include a total of 1522
dwellings, 30,000 sq m employment, local facilities including a neighbourhood centre and a
primary school, and a new junction on to the A361.
1.4.
A planning application (13/01616/MOUT) for 330 dwellings on the north east part of the site,
known as Waddeton Park, was submitted in December 2013. Separate applications are also
submitted for the new junction on to the A361.
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1.5.
This Transport Assessment addresses the proposals for the western part of the Eastern Urban
Extension site, in the ownership of the Chettiscombe Trust. The proposed development on the
Chettiscombe Trust land includes a total of up to 700 dwellings, 21,738 sq m employment,
community facilities, a two form entry primary school, and a care home. An illustrative layout is
included at Appendix A.
1.6.
The Transport Assessment takes account of the Department for Transport Guidance on Transport
Assessment, March 2007, the DCLG National Planning Policy Framework, March 2012, and the
Planning Practice Guidance, March 2014. A number of meetings have been held with Mid Devon
District Council and Devon County Council during the preparation of the SPD and these have
informed the preparation of the planning application.
1.7.
Section 2 of this Transport Assessment places the proposed development in the context of the
national and local transport planning policy framework. The existing transport network, including
opportunities for walking, cycling and public transport, is described in Section 3. Section 4
provides a description of the proposed development and trip generation is considered in Section
5. The impact on the neighbouring transport network is covered in Section 6, and has been based
on the output from the Tiverton traffic model provided by Devon County Council. Section 7
considers the impact of traffic associated with construction and Section 8 sets out the conclusions
of the assessment. The Transport Assessment forms the basis for Chapter 8: Transport and
Accessibility in the Environmental Statement.
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2.
TRANSPORT PLANNING POLICY CONTEXT
Introduction
2.1.
The following provides a brief review of existing and emerging transport planning policy at
national and local level considered relevant to the proposed development.
National Policy
2.2.
The National Planning Policy Framework (NPPF), published in March 2012, sets out the
Government’s planning policies for England, and how these are expected to be applied. At the
heart of the NPPF is a presumption in favour of sustainable development.
2.3.
Section 4 (paragraphs 29 to 41) of the NPPF deals with ‘Promoting Sustainable Transport’.
Paragraph 29 explains that although the transport system needs to be balanced in favour of
sustainable transport modes, the Government recognises that opportunities to maximise
sustainable transport solutions will vary from urban to rural areas.
2.4.
The NPPF requires that all developments that generate significant amounts of movement should
be supported by a Transport Statement or Transport Assessment (paragraph 32). Plans and
decisions should take account of whether: “the opportunities for sustainable transport modes have been taken up depending on
the nature and location of the site, to reduce the need for major transport
infrastructure;
 Safe and suitable access to the site can be achieved for all people; and
 Improvements can be undertaken within the transport network that cost effectively
limits the significant impacts of the development. Development should only be
prevented or refused on transport grounds where the residual cumulative impacts of
development are severe.” (paragraph 32).
2.5.
Paragraph 34 states that:
“Plans and decisions should ensure developments are located where the need to travel
will be minimised and the use of sustainable travel modes can be maximised. However
this needs to take account of policies set out elsewhere in this Framework, particularly in
rural areas.”
2.6.
Paragraph 35 explains that developments should, amongst other matters, where practical 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, and consider the needs of people with disabilities. Paragraph 36 states that a key
tool to achieve this will be a Travel Plan.
2.7.
Paragraph 37 says that planning policies should aim for a balance of land uses within their area so
that people can be encouraged to minimise journey lengths for employment, shopping, leisure,
education and other activities. Paragraph 38 adds that where practical, key facilities such as
primary schools and local shops should be located within walking distance of most properties.
2.8.
More information about the requirements for Transport Assessments are set out in the
Department for Transport Guidance on Transport Assessment, March 2007, and in the DCLG
Planning Practice Guidance, March 2014; the Planning Practice Guidance also gives information
on the requirements for Travel Plans.
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Local Policy
2.9.
2.10.
Third Devon Local Transport Plan: Devon and Torbay Strategy 2011-2026
Devon County Council’s third Local Transport Plan (LTP3), adopted in April 2011 to cover the
period from 2011 to 2026, is a joint plan for Devon &Torbay. It aims to deliver a transport system
that can meet economic, environmental and social challenges.
The vision for Devon & Torbay is that:
“Devon & Torbay’s transport system will offer business communities and individuals safe
and sustainable travel choices. The transport system will help to deliver a low carbon
future, a successful economy and a prosperous, healthy population living in an attractive
environment.” (Page 14)
2.11.
The Devon & Torbay strategy has five key objectives:
 Deliver and support new development and economic growth
 Make best use of the transport network and protect the existing transport asset by
prioritising maintenance
 Work with communities to provide safe, sustainable and low carbon transport choices
 Strengthen and improve the public transport network
 Make Devon the ‘Place to be naturally active’
2.12.
Devon contains a number of strategic road links including the M5 from Bristol and Birmingham to
Junction 31 at Exeter, and the A361 between Bideford / Barnstaple and the M5 Junction 27 (page
40).. The four priorities for the strategic connections strategy includes supporting growth with a
reliable and efficient transport network, and managing pressures on the road network at peak
and seasonal periods (page 43).
2.13.
Tiverton falls within the market & coastal towns and rural Devon Strategy. The vision here is that:
“Devon’s market and coastal towns will be better connected to their closest urban area,
for the journey to work, access to health care, education, training, leisure and retail.
Within the towns, people will be supported to make the most of the existing road, rail,
bus networks, cycle and footpaths for local trips. This will promote more active lifestyles,
better accessibility and reduce local congestion.” (Page 86)
2.14.
2.15.
2.16.
One of the priorities of the transport strategy for this part of Devon is to assist in supporting
existing and future development of the towns (page 89).
Mid Devon Local Plan
The Mid Devon Local Plan is made up of three parts. The Core Strategy was adopted in July 2007
and contains the overall spatial strategy and policies for the area. The Allocations and
Infrastructure Development Plan Document (AIDPD) was adopted in October 2010 and contains
policies on District-wide matters such as infrastructure provision and development strategy, and
includes development land allocations at Tiverton. The final part, the Local Plan Part 3
Development Management Policies was adopted in October 2013 and contains topic-based
policies to guide specific development proposals.
Core Strategy 2016
Access is discussed in Policy COR 9 of the Core Strategy 2016. The policy commences:
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“Development and transport planning will be co-ordinated to improve accessibility for
the whole community, reduce the need to travel by car, and increase public transport
use, cycling and walking”
2.17.
Policy COR 12: Development Focus states that development will be concentrated at Tiverton,
Cullompton and Crediton, with a limited role for Bampton. Paragraph 7.36 explains that Tiverton
is the largest settlement, with the greatest range of services, the largest economy and the
greatest potential for additional development. It is therefore appropriate for the greatest focus
of development.
2.18.
More details of the proposals for Tiverton are set out in Policy COR13 and supporting text.
Paragraph 7.48 comments:
“Given the scale of development proposed and the likely need for significant
infrastructure improvements to serve it, development is likely to be in the form of a very
large site or sites and in the form of a comprehensive, mixed development, with large
numbers of houses helping to achieve the necessary viability threshold. B1 and B2
development are likely to be the main types of employment. Most of the development
around Tiverton is likely to take place to the east of the town” (Paragraph 7.48)
2.19.
Allocations and Infrastructure Development Plan Document (AIDPD)
Tiverton is discussed in Chapter 5.0 of the AIDPD. Policy AL/TIV/1 allocates a site of 153 hectares
east of Tiverton for mixed use development, forming an Eastern Urban Extension (EUE), and also
states that a public masterplanning exercise is to be undertaken before any planning application is
made. Policy AL/TIV/2 sets out transport infrastructure to be provided in association with the
EUE:
a. “Provision of a new junction to the A361 and road links into the site;
b. Provision of a new access road linking the site to Heathcoat Way;
c. Traffic calming and environmental enhancement of Blundells Road between
Heathcoat Way and Tidcombe Lane, including closure to through-traffic other than
cycles and buses;
d. Provision of bus, pedestrian and cycle routes at appropriate locations throughout the
development, creating an attractive, permeable network for non-car modes travelling
within, into and out of the area;
e. Cycle and pedestrian links to the Railway Walk, Grand Western Canal and nearby
public rights of way;
f. Implementation of Travel Plans and other non-traditional transport measures to
minimise carbon footprint and air quality impacts.
g. Bus service enhancements between the main residential area of Tiverton and the
employment areas within the Eastern Urban Extension;
h. Bus service enhancements between Exeter, Tiverton Bus Station, the Eastern Urban
Extension and Tiverton Parkway Station;
i. Enhancements, if necessary, to M5 Junction 27;
j. New and improved off-site pedestrian and cycle links including improvements to a
wider green infrastructure network.”
2.20.
Paragraph 5.10 explains that the provision of appropriate transport infrastructure is a key
requirement of this development, minimising impact on adjoining uses and promoting sustainable
development.
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2.21.
2.22.
2.23.
Local Plan Part 3: Development Management Policies
This document provides detailed policies to manage individual development proposals in a way
that meets local needs, and has been prepared in accordance with the NPPF, operating a
presumption in favour of sustainable development.
Policy DM7: Transport and Air Quality states that development proposals that would give rise to
significant levels of vehicular movement must be accompanied by a Transport Assessment and
Travel Plan. Policy DM8: Parking sets out minimum parking standards for the District.
Tiverton’s New Garden Neighbourhood at Post Hill: Masterplan Supplementary Planning
Document (SPD)
As stated above, Policy AL/TIV/1 of the AIDPD requires a public masterplanning exercise to be
undertaken for the Tiverton EUE before any planning application is made.
2.24.
Public consultation on the masterplanning of the Tiverton Eastern Urban Extension took place in
December 2013 - February 2014. An earlier consultation on the options for masterplanning took
place in May 2013. The final version of the Masterplan SPD was adopted by Mid Devon District
Council on 30 April 2014. The adopted masterplan will guide development in the area and have a
significant bearing on the consideration of planning applications.
2.25.
The land use budget is set out in Section 4.2 and includes a total of 1522 homes and 30,000 sq m
employment, as well as a number of community facilities and open space.
2.26.
Movement is discussed in Section 4.3 of the Masterplan SPD. It states that the plan for transport
and movement is to encourage walking, cycling and public transport ahead of car use, whilst
ensuring that the Masterplan is pragmatic and designed to ensure that cars are catered for
sensibly.
2.27.
It goes on to report that a number of the strategic transport proposals listed in AIDPD Policy
AL/TIV/2 are not necessary with the level of development proposed, including a new access road
linking to Heathcoat Way, and closure of Blundell’s Road to through traffic other than cycles and
buses.
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3.
EXISTING TRANSPORT CONDITIONS
Site Context
3.1.
The location of the proposed Tiverton Eastern Urban Extension is shown on Figure 1.1; the area
the subject of this application is edged in red. It lies some 2.5km east of Tiverton town centre,
immediately south of the A361 North Devon Link Road. Post Hill / Blundell’s Road passes through
the site and leads west towards Tiverton. West Manley Lane runs along the western edge and
through the southern part of the application site. The Great Western Canal and a former railway
line, now used as a cycle route, lie further to the south.
3.2.
The application site is currently in agricultural use, whilst residential development in the Post Hill /
Uplowman Road area, and along Blundell’s Road, adjoins the northern part.
Existing Road Network
3.3.
A361
The A361 North Devon Link Road, which bounds the application site to the north, is one of
Devon’s strategic road links, connecting Bideford and Barnstaple with Junction 27 on the M5.
3.4.
There are currently two junctions on to the A361 at Tiverton: a roundabout at Bolham Road to the
north west of the town; and a grade separated junction with the A396 Heathcoat Way at Gornhay
Cross to the north east of the town.
3.5.
The A361 is a dual carriageway between the M5 and Bolham, derestricted, and without street
lighting.
3.6.
Blundell’s Road / Post Hill
In the vicinity of the application site, Blundell’s Road / Post Hill parallels the A361 to the south.
Before the opening of the North Devon Link, Blundell’s Road / Post Hill formed part of the
principal route to North Devon, and the alignment and carriageway width reflect this, with an
average width of 7.3m and good footway provision within built up areas.
3.7.
Blundell’s Road provides a link from the application site to Tiverton to the west, where is has a
roundabout junction with the A396 Heathcoat Way / Great Western Way approximately 1.8k
from the proposed site access. Between the application site and Tiverton town centre, Blundell’s
Road passes through Blundell’s School, an independent school catering for pupils aged 3 to 18.
3.8.
Blundell’s Road changes to Post Hill at a priority junction with Uplowman Road at the north
eastern edge of the application site. The route continues eastwards through Halberton and
Sampford Peverell to a grade separated junction with the A361 (east facing slips only). Just east
of Sampford Peverell, there is a link to Tiverton Parkway Station.
3.9.
A 30mph speed limit, with street lighting, is in place from Tiverton to just east of the junction with
Gornhay Orchard, east of Blundell’s School. From here a 40mph speed limit applies past the
application site. The street lighting continues within the 40mph limit, generally on one side of the
road only.
Existing Traffic
3.10.
To establish the existing traffic flows, traffic survey data for October 2013 was obtained from
Devon County Council for Blundell’s Road just west of Uplowman Road and for the A361 ast
Sampford Peverell (between the Gornhay Cross and Sampford Peverell junctions). The results are
included in Appendix B, and average weekday flows are summarised in Table 3.1.
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Table 3.1: Summary of Average Weekday Traffic, October 2013
AM Peak
(08:00-09:00)
PM Peak
(17:00-18:00)
12 Hour
Blundell’s Road
Total
260
378
638
384
316
700
3046
3230
6276
Eastbound
Westbound
Total
Eastbound
Westbound
Total
Eastbound
Westbound
Total
A361
Total
1208
1132
2340
1060
1350
2410
11298
11209
22507
Source: Devon County Council
Road Safety
3.11.
Records of injury collisions during the five years ending on 31 December 2012 have been provided
by Devon County Council. A plot of the accident locations is reproduced in Appendix C.
3.12.
A total of six accidents occurred on roads in the immediate vicinity of the application site over this
period, as summarised in Table 3.2.
Table 3.2: Summary of Personal Injury Accidents in the vicinity of the application site
Location
Reference
Date
Severity
Description
W. Manley Lane –
Pool Anthony
11KT3A001
16.01.11
Serious
Moped rider lost control on mud
Post Hill
08KT3B011
11.10.08
Slight
Driver distracted and crossed to
opposite carriageway
Post Hill
08KT3B002
29.04.08
Serious
Motorcyclist crossed into opposite
carriageway
A361
12KT3B022
14.12.12
Slight
Driver lost control on slight left
hand bend
A361
08D41C369
10.03.08
Fatal
Driver failed to notice lane closure
from earlier accident
A361
08D41C324
10.03.08
Slight
Driver lost control in poor weather
Source: Collision Data obtained from Devon County Council, December 2013.
3.13.
The number of accidents in the vicinity of the site is relatively small, and no pattern emerges to
indicate a particular road safety concern.
Local Facilities
3.14.
As stated in Policy COR 12 of the Mid Devon Local Plan Core Strategy, Tiverton is the largest
settlement in the District with the greatest range of services and the largest economy, and
therefore has the greatest potential for further development. Tiverton Figure 3.1 shows the
location of the Tiverton Eastern Urban Extension relative to existing local facilities. These include
a range of employment, education, shopping, health and leisure facilities.
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Figure 3.1: Existing Facilities in Tiverton
3.15.
In addition, the proposed development includes employment and a neighbourhood centre, with
space for a two form entry primary school, a care home and community facilities including shops.
Pedestrian and Cycle Routes
3.16.
There are a number of facilities for walking and cycling in the vicinity of the application site at
present.
3.17.
There are footways on both sides of Post Hill through much of the existing residential area,
continuing on the north side only as Post Hill becomes Blundell’s Road. At this point, there is an
on road cycle route on the south side of Blundell’s Road. This arrangement continues into
Tiverton, with the addition of a length of footway on the south side past the row of residential
properties on the south side of Blundell’s Road.
3.18.
Entering Tiverton, the cycle route ceases and an intermittent footway commences on the south
side of Blundell’s Road, in addition to the footway to the north. There are signal controlled
crossings of Blundell’s Road at Blundell’s School and on the approach to the roundabout junction
with Great Western Way / Heathcoat Way.
3.19.
No public rights of way cross the site, although there are a number of footpaths in the vicinity of
the River Lowman to the north and west as indicated in Figure 3.2.
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Figure 3.2: Public Rights of Way
3.20.
National Cycle Network Route 3 (the West Country Way) follows the former railway and, as an
alternative, the Great Western Canal to the south of the site. The Lowman Valley on-road cycle
route passes along Manley Lane to the east of the site. Devon County Council’s Tiverton and Culm
Valley Cycle Routes plan is reproduced in Appendix D.
Public Transport
3.21.
Introduction
Attractive public transport services allow opportunities for sustainable travel over longer
distances complementing walk and cycle links for shorter journeys.
3.22.
Local Bus Services
A map showing bus routes in Tiverton has been obtained from the Devon County Council website
www.journeydevon.info and is reproduced at Appendix E.
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3.23.
Table 3.3 provides a summary of the regular bus services which currently pass the application site.
The principal bus service along Blundell’s Road is Stagecoach 1/1A/1B between Tiverton and
Exeter, which offers two services an hour in each direction during the day, and calls at Tiverton
Parkway Station and Cullompton. There are currently bus stops on Post Hill just east of
Uplowman Road.
Table 3.3: Summary of Bus Services in the vicinity of the application site
Service
Stagecoach
1
First in Bristol,
Bath & the West
22
Dartline
Coaches
352/353
AM Peak
(07:0010:00)
Frequency
PM Peak
(16:0019:00)
3
3
1
3
-
1
16
(Hourly)
11
(Hourly)
5
Tiverton – Willand – Appledore - Taunton
1
1
5
Petroc College – Tiverton Bus Station –
Tesco Superstore – Blackmore Road –
Tidcombe Primary School – Canal Hill –
Blackmore Road – Fore Street – Tiverton
Bus Station – Petroc College
4
3
18
(Hourly)
Route
Exeter – Broadclyst – Sampford Peverell –
Tiverton
Tiverton – Sampford Peverell – Broadclyst –
Exeter
Taunton – Appledore – Willand – Tiverton
Daily
Source: www.journeydevon.info
3.24.
3.25.
3.26.
In addition to the bus services included in Table 3.3, services further services can be accessed
from Tiverton Bus Station adjacent to the town centre. The ‘Superfast 1’ service, operated by
Berry’s Coaches, for example, provides a 4 hour service three times daily to/from Hammersmith
Bus Station.
Rail Services
Tiverton Parkway Rail Station is located approximately 6km from the centre of the site. It is
situated adjacent to M5 Junction 27 and is served by bus numbers 1 and 22. In addition,
extensive car parking is provided.
Tiverton Parkway Station offers services northwards to Taunton and beyond, and south to Exeter
and Plymouth. Trains are operated by First Great Western and Crosscountry Trains. Table 3.4
provides a summary of the peak period weekday rail services available from Tiverton Parkway.
Table 3.4: Summary of Rail Services from Tiverton Parkway
Route
Exeter St Davids
Plymouth
Taunton
Weekday Frequency
Morning Peak
Evening Peak
(07:00-10:00)
(16:00-19:00)
Approximate Journey Times
5
8
15 – 20 mins
3
7
1hr 20 mins
6
7
15 mins
Source: www.journeydevon.info
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4.
PROPOSED DEVELOPMENT
Introduction
4.1.
The development concept for Tiverton’s new garden neighbourhood at Post Hill is described in
the adopted Masterplan SPD. The development which is the subject of this application forms the
western part of the garden neighbourhood (or Tiverton Eastern Urban Extension), on land within
the ownership of the Chettiscombe Trust. An illustrative layout for the proposed development is
included at Appendix A.
4.2.
This element of the garden neighbourhood will include 700 homes, 21,738 sq m employment
located in the north west corner of the site adjacent to the A361, and a neighbourhood centre
comprising a two form entry primary school, a care home, and shops and / or other community
facilities.
4.3.
A separate application (reference 13/01616/MOUT) for 330 dwellings on the north east part of
the site, known as Waddeton Park, was submitted in December 2013. No application is known to
be in preparation as yet for the remainder of the site.
Access
4.4.
The Masterplan SPD identifies a need for a new junction on to the A361. It is proposed to provide
a left-in, left-out (LILO) junction in association with the current application and Waddeton Park,
and a separate planning application has been submitted for this. The proposed layout for the LILO
junction is reproduced in Appendix F.
4.5.
The proposed LILO junction incudes a new link connecting the A361 with Blundell’s Road, as
shown on the plan in Appendix F. Access to the employment area and to residential development
(88 homes) north of Blundell’s Road will be from this link road, as indicated on the plan in
Appendix A.
4.6.
Access to the majority of the development south of Blundell’s Road will be from two new
junctions on to Blundell’s Road, one opposite the new link road, and one to the east of Uplowman
Road. The proposed layout for these junctions is indicated on Drawing No. C698/14 in Appendix
G.
4.7.
Finally, access to a small number of homes (currently 17) at the southern edge of the application
site is proposed from West Manley Lane, as shown on the illustrative layout in Appendix A.
Parking
4.8.
Cycle and car parking will be provided in accordance with the Mid Devon District Council’s
standards as set out in Policy DM8 of the Local Plan Part 3: Development Management Policies
standards, and in the adopted SPD The provision of parking in new development, June 2103.
4.9.
The parking standards for the main types of development which form part of the proposals are
summarised in Table 4.1
12 of 23
MAY 2014
Table 4.1: Summary of Mid Devon District Council Parking Standards
Use
Class
Description
C3, C4
Dwelling
A1
Non-Food Retail
A1
Food Retail
B1/B2
Business and
general industry
C2
Residential
institutions
Minimum
car parking
standard
Minimum cycle parking
standard
Electric vehicle
infrastructure
1.7 per
dwelling
1 or 2 beds – 2 per dwelling
3+ beds - 4 per dwellings
1 charging point per
10 units
1 per 20sq m
1 per 200 sq m
1 per 14 sq
m
1 per 30 sq
m
1 per
bedroom
1 per 140 sq m
1 per 300 sq m
1 per 10 bedrooms
2 charging points per
200 sq m
200 sq m
200
30 rooms or per 10
parking spaces
Source: The provision of parking in new development, Mid Devon District Council (Adopted June 2013).
4.10.
It is estimated that the application of these standards will result in the provision of up to 2,250 car
parking and 2,750 cycle parking spaces, but requirements will be determined in detail at a later
stage.
Transport Contributions
4.11.
A number of improvements are set out in Section 4.3: Movement of the adopted Masterplan SPD
for Tiverton’s new garden neighbourhood at Post Hill. The SPD explains that a number of
interventions have been identified that need to be carried out to make the development
acceptable and ensure that transport is properly managed. In addition to the left in, left out
(LILO) junction on to the A361 these include:
 Traffic calming and environmental enhancement of Blundell’s Road including potential
shared surface and 20mph zones at Blundell’s School
 Bus service enhancements
 Improvement to roundabouts on Heathcoat Way
4.12.
Such improvements are expected to be implemented by Devon County Council and part funded
by the proposed development in conjunction with developers of the remainder of the Tiverton
Eastern Urban Extension.
A proportionate contribution will be made towards these
improvements.
4.13.
The Masterplan SPD also refers to enhancements to M5 Junction 27. These improvements are
now to be undertaken as part of the national Pinch Point Programme, and are expected to be
completed during summer 2014.
Travel Plan
4.14.
A Travel Plan will be prepared to promote and encourage travel by sustainable modes including
walking, cycling and public transport and reduce travel by single occupancy car. Since the
application is in outline, and the eventual developers and occupiers are unknown, a Travel Plan
has not been prepared at this stage. However, residential and employment Travel Plans can be
secured by condition.
13 of 23
MAY 2014
5.
IMPACT ON THE TRANSPORT NETWORK
Introduction
5.1.
The assessment of the traffic impact of the scheme has been based upon the traffic model
developed by Devon County Council in association with proposals for the Tiverton Eastern Urban
Extension. The base year for the model is 2011. The Mid Devon LDF Core Strategy, adopted in
July 2007, covers the period to 2026, as does the Allocations and Infrastructure Development Plan
Document. The forecast year for the modelling is therefore 2026, by which date it is assumed
that the Tiverton Eastern Urban Extension will be complete.
5.2.
The traffic model runs were undertaken by Devon County Council during the early part of 2014,
and are based upon the development scenarios within section 4.2 of the Consultation Draft
Masterplan SPD for Tiverton’s New Neighbourhood at Post Hill, December 2013. This assumed a
total of 1550 dwellings and 35,000 sq m employment (substantially below the 1,500 – 2,000
dwellings and 95,000 – 130,000 sq m originally envisaged in Policy AL/TIV/1 of the Allocations and
Infrastructure DPD). Of these, 700 dwellings and 33,500 sq m employment were assumed to be
on the Chettiscombe Trust land.
5.3.
The amended Masterplan SPD considered by Mid Devon District Council in April 2014 contained
slightly revised proposals, amounting to 1522 dwellings and 30,000 sq m employment. The
proposed employment land to the north west of the site has subsequently reduced further in area
as a result of amendments to the proposed layout for the LILO junction, and the current
Chettiscombe Trust illustrative layout shows an area of 21,738 sq m, plus employment at the
neighbourhood centre, primary school and care home together with 700 dwellings. Since the
application is in outline, this may well change again as plans progress, and the modelled results
should be regarded as a robust worst case for the purposes of this assessment.
Trip Generation
5.4.
The vehicular peak hour trip rates implicit in Devon County Council’s Tiverton Traffic Model are
set out in Table 1 of Devon County Council’s Forecasting Report and the residential and
employment trip rates are summarised in Table 5.1.
Table 5.1: Vehicular Trip Rates
AM Peak
Arr
Housing (per
dwelling)
Employment GFA
2
(per 100m )
Dep
Total
Arr
Interpeak
PM Peak
Dep
Total Arr
Dep
Total
0.144
0.398
0.542
0.200
0.189
0.389
0.376
0.214
0.590
1.262
0.154
1.416
0.267
0.290
0.557
0.129
1.025
1.154
Source: Tiverton Traffic Model Forecasting Report, Draft, Devon County Council, February 2014.
5.5.
Total traffic generation associated with 700 homes and 21,738 sq m employment is summarised
in Table 5.2.
14 of 23
MAY 2014
Table 5.2: Total Traffic Generation
AM Peak
Arr
Dep
Interpeak
PM Peak
Total
Arr
Dep
Total
Arr
Dep
Total
Housing
100
279
379
140
132
272
263
150
413
Employment
274
33
307
58
63
121
28
223
251
Total
374
312
686
198
195
393
291
373
664
Note: Minor errors due to rounding
Vehicular Trip Distribution and Assignment
5.6.
Traffic has been distributed and assigned to the road network through the Tiverton Traffic Model
Procedure, as described in the Model Validation and Forecasting Reports prepared by Devon
County Council. The potential for trips to remain internal to the development, between home
and employment for example, has been taken into account through ‘furnessing’ trip end totals in
the matrices of trip origins and destinations, and is close to 10% in all scenarios.
Traffic Growth and Committed Development
5.7.
The methodology for forecasting travel demand is described in Chapter 3 of the Devon County
Council Forecasting Report, although for this assessment the forecast year has been amended to
2026. Trip generation from planned development in Tiverton, included in the Allocations and
Infrastructure Development Plan Document, is combined with TEMPRO based growth.
5.8.
The development sites included, in addition to the Tiverton Eastern Urban Extension, are:













TIV8 Farleigh Meadow
TIV9 Blundell’s School
TIV10 Howden Court
TIV11 Belmont Hospital
TIV12 St Andrew Street
TIV13 William Street
TIV14Palmerston Park
TIV15 Blundell’s Garage
TIV16 Roundhill
TIV17 Hay Park
TIV18 The Avenue
TIV19 Phoenix Lane
TIV20 Bampton Street
300 houses
200 houses & 7,000 sq m employment
65 houses
76 houses
55 houses
45 houses
15 houses
13 houses
13 houses
13 houses
15 houses
2,400 sq m employment
900 sq m employment
Model Scenarios
5.9.
The model scenarios for this assessment are:
1. 2011 Base
2. 2026 Base, including Junction 27 improvements
3. 2026 Chettiscombe Trust development (700 dwellings plus 33,500 sq m employment),
Junction 27 improvements and LILO junction
Modelled Traffic Flows
5.10.
Modelled traffic flows for the above scenarios, as provided by Devon County Council, are included
in Appendix H.
15 of 23
MAY 2014
5.11.
Modelled peak hour traffic flows in 2011 and in 2026 without development (but with the
improvements to M5 Junction 27) are summarised in Table 5.3. A key diagram is included as
Figure 5.1.
Table 5.3: Two Way Peak Hour Link Flows in 2011 and 2026 without development
Link
2011 Base
Key
Description
A
2026 Future Base
AM Peak
PM Peak
AM Peak
PM Peak
Great Western Way
1690
1720
1760
1870
B
A361 west of new junction
2440
2480
3040
3110
C
A361 east of new junction
2440
2480
3040
3110
D
New access road north of employment
-
-
-
-
E
New access south of employment
-
-
-
-
F
West Manley Lane
0
0
0
0
-
-
-
-
1340
1460
1510
1620
950
980
1030
1050
0
10
0
10
G
H
New access road south of Blundell’s
Road
Heathcoat Way north of Great Western
Way
I
Blundell’s Road at Blundell’s School
J
Manley Lane
K
Blundell’s Road west of new access road
680
730
720
790
L
Blundell’s Road west of Uplowman Road
680
730
720
790
M
Heathcoat Way south of Gornhay Cross
1250
1220
1510
1470
O
Uplowman Road
50
30
160
220
P
Golf Course Road
0
0
10
20
Q
Post Hill
630
670
560
580
Source: Devon County Council Tiverton traffic model
Note: Flows rounded to nearest 10
16 of 23
MAY 2014
Figure 5.1: Link Key Diagram
5.12.
Total two way peak hour traffic in 2026 including the proposed development on the Chettiscombe
Trust Land is summarised in Tables 5.4 and 5.5 for the AM and PM peak hours respectively.
Tables 5.4 and 5.5 also include the 2026 flows without the development or LILO junction, as set
out in Table 5.3, together with the predicted change in traffic flow on each link.
Table 5.4: 2026 Predicted AM Peak Hour Flows, with and without development
Without
Development
or LILO
With
Chettiscombe
Trust
Development
and LILO
Difference
Key
Description
A
Great Western Way
1760
1890
+130
B
3040
3220
+280
C
3040
3110
+70
D
-
470
+470
E
-
360
+360
F
West Manley Lane
0
80
+80
G
New access road south of Blundell’s Road
-
240
+240
H
Heathcoat Way north of Great Western Way
1510
1520
+20
I
1030
1180
+150
J
Manley Lane
0
10
+10
K
720
1090
+370
L
720
760
+40
M
1510
1550
+40
O
Uplowman Road
160
170
+10
P
Golf Course Road
10
10
0
17 of 23
MAY 2014
Q
Post Hill
560
590
+30
Table 5.5: 2026 Predicted PM Peak Hour Flows, with and without development
Without
Development
or LILO
With
Chettiscombe
Trust
Development
and LILO
Difference
Key
Description
A
Great Western Way
1870
1970
+100
B
3110
3600
+490
C
3110
3210
+100
D
-
800
+800
E
-
700
+700
F
West Manley Lane
0
110
+110
G
New access road south of Blundell’s Road
-
160
+160
H
Heathcoat Way north of Great Western Way
1620
1600
-20
I
1050
1120
+70
J
Manley Lane
10
30
+20
K
790
960
+170
L
790
860
+70
M
1470
1630
+160
O
Uplowman Road
220
220
0
P
Golf Course Road
20
20
0
Q
Post Hill
580
640
+60
Impact on the Road Network
5.13.
It should be noted that the proposed development does not result in a straightforward increase in
traffic on all links because the provision of the LILO junction on to the A361 allows a redistribution
of existing traffic to more convenient routes including the A361 itself, reducing the impact of the
development on more local roads.
5.14.
The Transport Assessment submitted with the planning application for the LILO junction on to the
A361 includes a capacity assessment of the following junctions in 2026:
 Blundell’s Road / Old Road / Great Western Way / Heathcoat Way roundabout
 Heathcoat Way / Lowman Way roundabout
 Southern Gornhay roundabout
5.15.
The assessment covered the following scenarios:
 2026 with no LILO junction and no Tiverton Eastern Urban Extension (TEUE)
 2026 with LILO junction and no TEUE
 2026 with LILO junction and with TEUE
18 of 23
MAY 2014
5.16.
The ‘with TEUE’ scenario assumed 1550 dwellings and 35,000 sq m employment, in other words
the Chettiscombe Trust development, the Waddeton Park development, and the remainder of the
TEUE site.
5.17.
The LILO Transport Assessment concludes that the three roundabouts will operate satisfactorily in
all scenarios, and that the traffic generated by the Tiverton Eastern Urban Extension can be
accommodated on the road network with the provision of a left-in lift-out (LILO) junction on to
the A361.
Traffic at Blundell’s School
5.18.
Notwithstanding the provision of the LILO junction on to the A361, some traffic associated with
the proposed development will travel on Blundell’s Road to and from Tiverton, passing through
Blundell’s School.
5.19.
The estimated additional peak hour flows on Blundell’s Road at Blundell’s School arising from the
development on the Chettiscombe Trust land are included in Tables 5.4 and 5.5, and amount to
150 vehicles in the AM peak and 70 vehicles in the PM peak.
5.20.
This amount of traffic can be accommodated in capacity terms, and there is a traffic signal
controlled pedestrian crossing in place. However, the Masterplan SPD explains in Section 4.3 that
the masterplanning process has identified the need for a number of interventions, amongst them
traffic calming and environmental enhancement of Blundell’s Road, and extending into Tidcombe
Lane, including potential shared surface and 20mph zones at Blundell’s School. Closure of
Blundell’s Road to through traffic other than to cycles and buses was however found to be
unnecessary.
5.21.
More details of the potential environmental enhancement and traffic calming on Blundell’s Road
are included in Section 5.1 of the adopted Masterplan SPD, although it is understood the design is
yet to be finalised.
5.22.
The Chettiscombe Trust is however prepared to make a proportionate contribution towards
environmental enhancement and traffic calming to benefit Blundell’s School.
M5 Junction 27
5.23.
Section 4.3 of the adopted Masterplan SPD also identifies a need for enhancements to M5
junction 27 in the form of signalisation. As indicated in paragraph 4.13 above, a scheme to
improve Junction 27 on the M5 has received funding as part of the national Pinch Point
Programme.
5.24.
The Highways Agency’s website reports that construction is planned to start in spring 2014, and to
last for 3 months. The southbound exit slip road is to be widened from two to three lanes, and
the roundabout carriageway enhanced to two lanes. Part-time motion sensitive traffic signals are
to be installed at the top of the northbound and southbound off slips. These traffic signals will
detect queuing and approaching traffic and react to maximise green time and reduce queues.
5.25.
The Highways Agency goes on to explain that the scheme is intended to ease queuing on the exit
slip roads during the morning and evening peak periods and the summer holiday period, and will
also support growth in the surrounding area and improve access for the Tiverton urban extension
and Tiverton Parkway Station. (www.highways.gov.uk/roads/road-projects/m5-junction-27southbound-widening-and-part-time-signals/).
19 of 23
MAY 2014
5.26.
The scheme is therefore intended to cater for the Tiverton Eastern Urban Extension. Devon
County Council has provided a summary of a LinSig assessment for the traffic signals at M5
Junction 27 in 2026 with 1,550 dwellings, 35,000 sq m employment to the east of Tiverton,
together with a full junction on to the A361. This is reproduced in Appendix I. The results show
that although queues occur on the A361 in 2026 during peak hours, queues are not expected to
extend along the junction slip roads on to the M5 carriageway. The proposed development will
not therefore have an adverse effect on free flow or safety on the M5.
20 of 23
MAY 2014
6.
CONSTRUCTION TRAFFIC
6.1.
The application is in outline, so the level and programming of construction traffic is difficult to
predict at this stage. Construction traffic volumes have been estimated for this assessment based
on similar developments elsewhere.
6.2.
Construction activities would not only include the building of residential and employment
development, but would involve civil engineering works to provide new roads and other
infrastructure. This will give rise to deliveries of materials and products that would be
transported by heavy goods vehicles.
6.3.
Construction traffic is temporary and will have a relatively short-term effect on some existing
roads within the local highway network. Although the proposed development will involve works
on a large construction site the level of traffic delivering to the site is expected to be relatively
low. The design of infrastructure will minimise earthworks, and it is not expected that there
would be substantial quantities of soil to be removed from the site.
6.4.
It is estimated that even during busy construction periods it is unlikely that the number of HGV
two-way trips to the site would exceed 50 per day. It is also unlikely that the majority of
deliveries would occur during peak traffic periods on the highway network.
6.5.
In addition, there would be construction employees on site, the number of which will vary
according to construction activity. Many construction companies transport their employees in
work buses and therefore the estimated employee vehicle generation is unlikely to exceed 100150 two-way trips per working day at the peak of construction.
6.6.
The effects of construction traffic on the capacity of the highway network would be significantly
less than the operational phase of the development. Furthermore, it is intended that the LILO
junction on to the A361 will be open to traffic before construction of the proposed development
commences. Construction traffic will be able to travel directly to or from the A361, rather than on
local roads.
6.7.
The mitigation measures to address the transport impacts associated with the construction of the
proposed development will be co-ordinated and implemented by means of a Construction
Management Plan which can be secured by a planning condition.
21 of 23
MAY 2014
7.
SUMMARY AND CONCLUSIONS
7.1.
This Transport Assessment has been prepared by PFA Consulting on behalf of the Chettiscombe
Trust in support of an application for outline planning permission for mixed-use development on
land to the east of Tiverton, Devon. The site forms part of Tiverton Eastern Urban Extension,
identified in the Mid Devon Local Development Framework Allocations and Infrastructure
Development Plan Document dated January 2011. A Masterplan Supplementary Planning
Document (SPD) for Tiverton’s New Garden Neighbourhood at Post Hill was adopted by Mid
Devon District Council on 30 April 2014; the proposals within the SPD include a total of 1522
dwellings, 30,000 sq m employment, local facilities including a neighbourhood centre and a
primary school, and a new junction on to the A361.
7.2.
This Transport Assessment addresses the proposals for the western part of the Eastern Urban
Extension site, in the ownership of the Chettiscombe Trust. The proposed development on the
Chettiscombe Trust land includes a total of up to 700 dwellings, 21,738 sq m employment and the
neighbourhood centre and primary school. A separate planning application (13/01616/MOUT) for
330 dwellings on the north east part of the Eastern Urban Extension site, known as Waddeton
Park, was submitted in December 2013.
7.3.
The application site lies some 2.5km east of Tiverton town centre, immediately south of the A361
North Devon Link Road. Post Hill / Blundell’s Road passes through the site and leads west
towards Tiverton. West Manley Lane runs along the western edge and through the southern part
of the application site. The Great Western Canal and a former railway line, now used as a part of
National Cycle Route 3, lie further to the south.
7.4.
A number of regular bus services currently pass the application site, including Stagecoach 1/1A/1B
between Tiverton and Exeter, which offers two services an hour in each direction during the day,
and calls at Tiverton Parkway Station and Cullompton. Tiverton Parkway Rail Station is located
approximately 6km from the centre of the site. It is situated adjacent to M5 Junction 27 and is
served by bus numbers 1 and 22. In addition, extensive car parking is provided.
7.5.
The Masterplan SPD identifies a need for a new junction on to the A361. It is proposed to provide
a left-in, left-out (LILO) junction in association with the current application and Waddeton Park,
and a separate planning application has been submitted for this. The Transport Assessment
submitted with the planning application for the LILO junction concludes that the traffic generated
by the Tiverton Eastern Urban Extension can be accommodated on the road network with the
provision of a left-in lift-out (LILO) junction on to the A361.
7.6.
Access to the employment area and to residential development north of Blundell’s Road will be
from the link road provided as part of the LILO junction. Access to the majority of the
development south of Blundell’s Road will be from two new junctions on to Blundell’s Road.
Finally, access to a small number of homes at the southern edge of the application site is
proposed from West Manley Lane.
7.7.
A number of improvements are set out in the adopted Masterplan SPD, which explains that these
are required make the development acceptable and ensure that transport is properly managed.
In addition to the left in, left out (LILO) junction on to the A361 these include:
 Traffic calming and environmental enhancement of Blundell’s Road including potential
shared surface and 20mph zones at Blundell’s School
 Bus service enhancements
 Improvement to roundabouts on Heathcoat Way
22 of 23
MAY 2014
Such improvements are expected to be implemented by Devon County Council and part funded
by the proposed development in conjunction with developers of the remainder of the Tiverton
Eastern Urban Extension.
A proportionate contribution will be made towards these
improvements.
7.8.
A scheme to improve Junction 27 on the M5 has received funding as part of the national Pinch
Point Programme. Construction is planned to start in spring 2014, and to last for 3 months. The
Highways Agency’s website explains that the scheme is intended to ease queuing on the exit slip
roads peak periods, and will also support growth in the surrounding area and improve access for
the Tiverton urban extension and Tiverton Parkway Station.
7.9.
It is intended that the LILO junction on to the A361 will be open to traffic before construction of
the proposed development commences. Construction traffic will be able to travel directly to or
from the A361, rather than on local roads. Measures to address any transport impacts associated
with the construction of the proposed development will be co-ordinated and implemented
through a Construction Management Plan which can be secured by a planning condition
7.10.
The proposed development forms part of the allocated Tiverton Eastern Urban Extension, and will
accords with the adopted Masterplan SPD for Tiverton’s New Garden Neighbourhood at Post Hill.
There is therefore no reason in transport terms why the outline application should not be
permitted.
23 of 23
MAY 2014
Appendices Appendix A A
C
B
F
E
D
AA
AC
G
AB
Y
X
AD
I
W
A
B
C
V
J
H
K
L
T
R
N
O
Q
P
EMPLOYMENT
9669sqm
EMPLOYMENT
7476sqm
EMPLOYMENT
4593sqm
TOTAL
U
S
M
Z
D
E
F
G
H
I
J
K
L
M
N
O
P
Q
R
S
T
U
V
W
X
Y
Z
AA
AC
AP
8
10
10
21738sqm
2B
7
7
5
7
4
3
4
2
1
6
9
2
16
8
4
1
9
45
78
4B TOTAL
4
20
38
4
30
14
54
3
17
25
2
27
4
14
4
23
10
21
16
32
17
24
17
18
11 21
32
21 12
33
25 12
43
9
14
32
28 11
41
6
14
44
7
25
32
1
15
20
7
26
33
6
12
18
19
20
9
390 187 700
3B
9
23
11
33
14
11
25
10
16
7
14
7
NEIGHBOURHOOD CENTRE
LEGEND
APARTMENTS
B1 EMPLOYMENT
FLAT ABOVE
RETAIL UNIT
B8 EMPLOYMENT
2 BEDROOM
2 FORM ENTRY
PRIMARY SCHOOL
3 BEDROOM
CARE HOME
4+ BEDROOM
BLOCK BOUNDARY
AB
AC
AD
CARE HOME (50-60 BEDROOMS)
0.78 ha
SHOPS/COMMUNITY FACILITIES
0.72 ha
PRIMARY SCHOOL 2 FE
1.68 ha
TOTAL
3.18 ha
131206 CHETTISCOMBE TRUST,
TIVERTON - SCHEDULE
REV A
Appendix B Weekly Volume Report _PROFILER 000000005055: 2013-09-30 to 2013-10-06
Site Name
Site ID
Grid
Description
5055
000000005055
298219113285
Tiverton....Blundells Road Profiler
Setup
Channel
Bins
Time Period
Exclude data:
40mphEasWes
Both directions
Total
1 hour
None
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
Mon
30 Sep
13
7
6
11
61
68
140
397
621
486
460
485
469
542
481
536
639
703
433
283
176
137
119
54
07-19
06-22
06-24
00-24
am Peak
Peak Volume
pm Peak
Peak Volume
14
4
6
14
56
69
136
372
653
472
441
445
478
498
496
560
570
682
443
323
174
153
106
39
Wed
2 Oct
19
5
5
11
65
60
100
377
635
476
489
504
512
511
503
604
638
678
441
283
210
164
110
55
6252
6988
7161
7327
6110
6896
7041
7204
08:00
621
17:00
703
08:00
653
17:00
682
Event key:
Tue
1 Oct
Thu
3 Oct
28
12
7
11
63
60
110
355
646
468
467
435
380
484
472
501
557
701
449
265
203
145
135
50
Fri
4 Oct
27
9
3
12
63
60
116
357
633
528
536
519
575
571
516
623
657
735
474
353
214
150
119
94
6368
7125
7290
7455
5915
6638
6823
7004
6724
7557
7770
7944
08:00
635
17:00
678
08:00 08:00
646
633
17:00 17:00
701
735
Accident
Road Works
Weekends and defined holidays
Notes on data:
None
Data prepared by Drakewell Hosting Server 4 March 10, 2014 1:56:52 PM.
C2-WebReports ©2003-2014 Drakewell Computer Systems.
Sat
Sun
5 Oct
6 Oct
48
52
17
33
14
20
15
22
43
17
45
20
54
30
142
58
387
127
424
233
573
378
604
440
618
460
556
384
511
397
499
371
494
355
466
353
388
268
261
196
155
125
123
81
104
46
81
16
5662
6255
6440
6622
3824
4256
4318
4482
11:00 11:00
604
440
12:00 12:00
618
460
Special
Average
20
7
5
12
62
63
120
372
638
486
479
478
483
521
494
565
612
700
448
301
195
150
118
58
7 Day
29
12
9
14
53
55
98
294
529
441
478
490
499
507
482
528
559
617
414
281
180
136
106
56
Total
Count
201
87
61
96
368
382
686
2058
3702
3087
3344
3432
3492
3546
3376
3694
3910
4318
2896
1964
1257
953
739
389
6276
7042
7218
7387
5838
6533
6695
6867
40855
45715
46843
48038
Workday
08:00 08:00
638
529
17:00 17:00
700
617
Road Closed
Holiday
Weekly Volume Report _PROFILER 000000005055: 2013-09-30 to 2013-10-06
Site Name
Site ID
Grid
Description
5055
000000005055
298219113285
Setup
Channel
Bins
Time Period
Exclude data:
40mphEasWes
Eastbound
Total
1 hour
None
Mon
30 Sep
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
7
6
5
6
47
43
79
176
246
198
231
235
236
262
247
262
323
393
208
139
99
88
60
16
7
0
5
7
50
39
86
161
280
203
191
229
255
265
239
289
288
379
228
168
99
89
47
13
7
3
4
7
56
33
57
169
244
211
229
246
269
258
229
322
332
382
195
144
126
94
55
19
4
7
3
7
52
35
65
169
266
197
216
207
218
241
215
260
274
372
208
142
140
80
64
20
Fri
4 Oct
7
5
2
7
53
31
68
155
263
224
249
276
277
267
271
316
331
393
247
150
126
87
60
45
07-19
06-22
06-24
00-24
3017
3422
3498
3612
3007
3449
3509
3617
3086
3507
3581
3691
2843
3270
3354
3462
3269
3700
3805
3910
am Peak
Peak Volume
pm Peak
Peak Volume
08:00
246
17:00
393
08:00
280
17:00
379
11:00
246
17:00
382
08:00 11:00
266
276
17:00 17:00
372
393
Event key:
Tue
1 Oct
Wed
2 Oct
Thu
3 Oct
Accident
Road Works
Notes on data:
None
Sat
Sun
5 Oct
6 Oct
21
21
9
16
5
12
10
12
39
8
22
10
35
17
64
33
159
71
163
110
249
143
278
216
339
256
301
205
252
199
253
182
281
183
238
172
185
111
138
96
91
61
57
41
54
20
43
11
2762
3083
3180
3286
1881
2096
2127
2206
11:00 11:00
278
216
12:00 12:00
339
256
Special
Average
6
4
4
7
52
36
71
166
260
207
223
239
251
259
240
290
310
384
217
149
118
88
57
23
7 Day
11
7
5
8
44
30
58
132
218
187
215
241
264
257
236
269
287
333
197
140
106
77
51
24
Total
Count
74
46
36
56
305
213
407
927
1529
1306
1508
1687
1850
1799
1652
1884
2012
2329
1382
977
742
536
360
167
3046
3472
3552
3661
2836
3217
3292
3397
19865
22527
23054
23784
Workday
08:00 11:00
260
241
17:00 17:00
384
333
Road Closed
Holiday
Weekly Volume Report _PROFILER 000000005055: 2013-09-30 to 2013-10-06
Site Name
Site ID
Grid
Description
5055
000000005055
298219113285
Setup
Channel
Bins
Time Period
Exclude data:
40mphEasWes
Westbound
Total
1 hour
None
Mon
30 Sep
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
6
1
1
5
14
25
61
221
375
288
229
250
233
280
234
274
316
310
225
144
77
49
59
38
7
4
1
7
6
30
50
211
373
269
250
216
223
233
257
271
282
303
215
155
75
64
59
26
Wed
2 Oct
12
2
1
4
9
27
43
208
391
265
260
258
243
253
274
282
306
296
246
139
84
70
55
36
07-19
06-22
06-24
00-24
3235
3566
3663
3715
3103
3447
3532
3587
am Peak
Peak Volume
pm Peak
Peak Volume
08:00
375
16:00
316
08:00
373
17:00
303
Event key:
Tue
1 Oct
Thu
3 Oct
24
5
4
4
11
25
45
186
380
271
251
228
162
243
257
241
283
329
241
123
63
65
71
30
Fri
4 Oct
20
4
1
5
10
29
48
202
370
304
287
243
298
304
245
307
326
342
227
203
88
63
59
49
3282
3618
3709
3764
3072
3368
3469
3542
3455
3857
3965
4034
08:00
391
16:00
306
08:00 08:00
380
370
17:00 17:00
329
342
Accident
Road Works
Notes on data:
None
Sat
Sun
5 Oct
6 Oct
27
31
8
17
9
8
5
10
4
9
23
10
19
13
78
25
228
56
261
123
324
235
326
224
279
204
255
179
259
198
246
189
213
172
228
181
203
157
123
100
64
64
66
40
50
26
38
5
2900
3172
3260
3336
1943
2160
2191
2276
11:00 10:00
326
235
12:00 12:00
279
204
Special
Average
14
3
2
5
10
27
49
206
378
279
255
239
232
263
253
275
303
316
231
153
77
62
61
36
7 Day
18
6
4
6
9
24
40
162
310
254
262
249
235
250
246
259
271
284
216
141
74
60
54
32
Total
Count
127
41
25
40
63
169
279
1131
2173
1781
1836
1745
1642
1747
1724
1810
1898
1989
1514
987
515
417
379
222
3230
3571
3668
3729
2998
3313
3399
3466
20990
23188
23789
24254
Workday
08:00 08:00
378
310
17:00 17:00
316
284
Road Closed
Holiday
Weekly Volume Report _REALTIME 000000000022: 2013-09-30 to 2013-10-06
Site Name
Site ID
Grid
Description
000000000022
000000000022
303610114856
A361 D/C Sampford Peverell Eastbound Real Time
Setup
Channel
Time Period
Exclude data:
Setup0031
Eastbound only
1 hour
None
Mon
30 Sep
Wed
2 Oct
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
29
19
32
46
120
242
612
1218
1296
913
1067
1139
988
883
890
859
985
1052
615
343
209
134
108
44
28
22
26
29
69
166
529
1132
1188
893
748
779
777
789
727
836
969
1034
621
358
225
195
113
48
27
25
27
39
63
157
490
1105
1182
916
780
795
727
753
772
898
1035
984
616
407
261
186
117
48
41
19
22
38
67
152
490
1076
1227
809
766
769
871
798
799
858
945
1047
729
409
246
183
115
75
07-19
06-22
06-24
00-24
11905
13203
13355
13843
10493
11800
11961
12301
10563
11907
12072
12410
10694
12022
12212
12551
12835
14211
14388
14745
9519 9694
10538 11035
10774 11172
11078 11432
11298
12629
12798
13171
10814
12101
12275
12622
am Peak
Peak Volume
pm Peak
Peak Volume
08:00
1296
17:00
1052
08:00
1188
17:00
1034
08:00
1182
16:00
1035
08:00
1227
17:00
1047
11:00
1258
16:00
1188
11:00
1224
12:00
933
08:00
1208
17:00
1060
08:00
999
17:00
1025
Accident
Thu
3 Oct
Road Works
Notes on data:
None
Sat
Sun
5 Oct
6 Oct
59
62
34
35
32
38
34
27
49
37
96
61
230
109
385
238
583
373
921
577
1096
820
1224 1031
933
991
780
850
770
933
727
987
701 1118
838 1042
561
734
412
639
228
400
149
193
121
95
115
42
Average
Fri
4 Oct
49
26
26
33
77
146
420
1037
1146
940
1168
1258
1029
980
1099
1013
1188
1181
796
476
282
198
115
62
Event key:
Tue
1 Oct
Special
11:00
1031
16:00
1118
35
22
27
37
79
173
508
1114
1208
894
906
948
878
841
857
893
1024
1060
675
399
245
179
114
55
7 Day
42
26
29
35
69
146
411
884
999
853
921
999
902
833
856
883
992
1025
667
435
264
177
112
62
Total
Count
295
180
203
246
482
1020
2880
6191
6995
5969
6445
6995
6316
5833
5990
6178
6941
7178
4672
3044
1851
1238
784
434
75703
84716
85934
88360
Workday
Road Closed
Holiday
Weekly Volume Report _REALTIME 000000000023: 2013-09-30 to 2013-10-06
Site Name
Site ID
Grid
Description
000000000023
000000000023
303610114856
A361 D/C Sampford Peverell Westbound Real Time
Setup
Channel
Time Period
Exclude data:
Setup0044
Westbound only
1 hour
None
Mon
30 Sep
Wed
2 Oct
00:00
01:00
02:00
03:00
04:00
05:00
06:00
07:00
08:00
09:00
10:00
11:00
12:00
13:00
14:00
15:00
16:00
17:00
18:00
19:00
20:00
21:00
22:00
23:00
123
48
26
25
50
129
307
872
1142
817
740
737
795
880
932
977
1057
1241
869
449
273
205
134
86
50
32
26
45
52
129
285
833
1162
915
735
680
641
701
746
878
986
1291
860
474
249
243
180
92
48
29
23
39
42
127
245
810
1077
773
620
691
725
801
779
897
1064
1299
922
493
330
240
227
85
54
29
39
46
51
108
235
819
1166
883
684
703
673
748
814
886
1116
1277
930
586
354
335
202
111
07-19
06-22
06-24
00-24
11059
12293
12513
12914
10428
11679
11951
12285
10458
11766
12078
12386
10699
12209
12522
12849
13394
15608
16133
16472
9465
10576
10911
11263
7366
8690
9008
9299
11209
12713
13041
13383
10410
11831
12158
12493
am Peak
Peak Volume
pm Peak
Peak Volume
08:00
1142
17:00
1241
08:00
1162
17:00
1291
08:00
1077
17:00
1299
08:00
1166
17:00
1277
08:00
1111
17:00
1641
10:00 11:00
931
685
13:00 16:00
958
876
08:00
1132
17:00
1350
08:00
907
17:00
1207
Accident
Thu
3 Oct
Road Works
Notes on data:
None
Sat
Sun
5 Oct
6 Oct
94
118
38
57
43
27
31
34
53
26
93
29
119
44
293
116
493
196
770
399
931
579
910
685
945
679
958
724
874
739
864
788
895
876
831
869
701
716
474
559
308
416
210
305
191
203
144
115
Average
Fri
4 Oct
65
42
29
42
46
115
242
799
1111
893
801
852
1011
1119
1214
1290
1437
1641
1226
874
618
480
308
217
Event key:
Tue
1 Oct
Special
68
36
29
39
48
122
263
827
1132
856
716
733
769
850
897
986
1132
1350
961
575
365
301
210
118
7 Day
79
39
30
37
46
104
211
649
907
779
727
751
781
847
871
940
1062
1207
889
558
364
288
206
121
Total
Count
552
275
213
262
320
730
1477
4542
6347
5450
5090
5258
5469
5931
6098
6580
7431
8449
6224
3909
2548
2018
1445
850
72869
82821
85116
87468
Workday
Road Closed
Holiday
Appendix C Total number of collisions listed: 32
PUBLIC / INTERMEDIATE COLLISION REPORT
Collisions between dates 01/01/2008 and 31/12/2012 - (60) months
Police Ref.
Date
Time
Severity
Rd cond
Weather
Road No. Speed
Darkness / Light
Grid Ref.
Location Description
Day
Veh No / Type
Run on: 13/12/2013
Notes: Ordered primarily by road class
(e.g. A roads, B roads, C etc) and then
collision location going from west to east.
Manoeuvre
Direction
Casualty Info
ACCOUNT OF COLLISION
08KT3B004
Serious
30 mph
A 396
E
296,300
N
0935 hrs
Monday
09/06/2008
Dry
Fine without high winds
Daylight:street lights present
Veh 1 Car
Going ahead
NE - . SW
Casualty: Serious Ped
TIVERTON- GREAT WESTERN WAY,
BLUNDELLS ROAD
112,690
CAS1 (3Y OLD) HAS PRESSED A PED CROSSSING BUTTON BUT RAN STRAIGHT ONTO CROSSING. LIGHT WAS GREEN FOR V1. CAS1 HAS HIT NS OF
V1 . CAS1 HAS REC'D SERIOUS INJ'S
09KT3B014
Slight
A 396
E
40 mph
296,304
1102 hrs
Wednesday
09/09/2009
Dry
Veh 2 Car
Stopping
SW - . N
Casualty:
Veh 1 Car
Stopping
SW - . N
Casualty: Slight
Dri
TIVERTON - A396 GREAT WESTERN WAY
J/W BLUNDELLS ROAD
112,692
VEH1 TRAVELLING ALONG GREAT WESTERN WAY I.D.O. EXETER ROAD. VEH1 STOPPED AT THE PEDESTRIAN CROSSING NEAR TO BLUNDELLS
ROAD, VEH2 FAILED TO SLOW AND COLLIDED WITH THE REAR OF VEH1
N
10KT3B009
Slight
A 396
E
30 mph
1710 hrs
Thursday
16/09/2010
Dry
Veh 2 M/C <50cc
Wait go ahead held up
N - . NE
Casualty: Slight
Veh 1 Car
Wait to turn left
N - . NE
Casualty:
Dri
OLD BLUNDELLS COURT, J/W A396
GREAT WESTERN WAY, TIVERTON
112,710
R/P WAS WAITING TO PULL OUT AT 'GIVE WAY' LINES WHEN HE WAS HIT FROM BEHIND BY DRIVER WHO HAD PULLED FORWARD WHILE LOOKING
TO HIS RIGHT.
296,334
N
10KT3B002
Serious
30 mph
A 396
2015 hrs
Thursday
04/03/2010
Dry
Darkness: street lights present and lit
Veh 2 M/C 50-125cc
Going ahead
-.
Casualty: Serious Dri
Veh 1 Car
Turning right
-.
Casualty:
E
TIVERTON - GREAT WESTERN WAY AND
296,337
BLUNDELLS ROAD
112,704
V1 TURNING RIGHT OUT OF JUNC ACROSS PATH OF V2, V2 COLL WITH N/S DOOR OF V1
N
11KT3B016
Slight
A 396
E
40 mph
296,428
Veh 1 Car
Starting
S -. N
Casualty:
Veh 2 Car
Stopping
S -. N
Casualty: Slight
Dri
Veh 2 Car
Stopping
S -. N
Casualty: Slight
FSP
TIVERTON - BLUNDELLS ROAD / GREAT Veh 2 Car
WESTERN WAY
Stopping
S -. N
Casualty: Slight
1720 hrs
Wednesday
16/11/2011
Dry
RSP
112,748
V1 TRAVELLING ALONG GREAT WESTERN WAY, TIVERTON HEADING FOR THE ROUNDABOUT ON THE JUNCTION WITH HEATHCOTE WAY,
BLUNDELLS ROAD AND OLD ROAD, THE DRIVER OF VEH 1 STATED THAT ON HIS APPCH TO THE RAB HE WAS SLOWING DOWN- QUCKLY GLANCED
TO THE RGHT - I T WAS CLEAR SO CONT ONTO RAB - BUT THEN IMMEDIATELY COLLIDING WITH THE REAR OF V2 - V2
N
10KT3B006
Slight
A 396
E
40 mph
296,531
1705 hrs
Friday
25/06/2010
Dry
Daylight: street lighting unknown
Veh 1 M/C 500cc>
Going ahead
-.
Casualty:
Veh 2 Pedal cycle
Going ahead
-.
Casualty: Slight
Dri
TIVERTON -HEATHCOTE
WAY/QUEENSWAY
112,952
V001 WAS TRAVELLING ALONG A396 HEATHCOTE WAY FROM HORSDON ROUNDABOUT TOWARDS N D L (361). V001 IS PASSING THE ENTRANCE TO
fOOTBALL cLUB (ELMORE) WHEN C001 APPROACHES RIDING HIS BICYCLE FRPM AMORY PARK TOWARDS HEATHCOTE WAY PAVEMENT.
N
C001 REACHES HEATHCOTE WAY BUT FAILS TO MAINTAIN HIS BALANCE ON THE PAVEMENT AND FALLS INTO THE ROAD STRIKING THE REAR
NEARSIDE WING OF V001 AS IT PASSES IN THE ROAD.
C001 RECEIVES GRAZING TO LEFT SHOULDER , CONCUSSION AND LUMP TO HIS HEAD
This information is provided by Devon & Cornwall Police. It includes collisions recorded by the Police that occurred on a highway, involved one or more vehicles and
human death or personal injury. It only includes collisions that were notified to the Police within 30 days of occurrence. While every reasonable effort is made to ensure
that the information provided is correct, no guarantees for the accuracy of information are made.
Registered to: Devon County Council
Page: 1
Total number of collisions listed: 32
Police Ref.
Date
Time
Severity
Rd cond
Weather
Road No. Speed
Darkness / Light
Grid Ref.
Day
Veh No / Type
Run on: 13/12/2013
Manoeuvre
Direction
Casualty Info
08D41C262
Slight
A 396
E
40 mph
296,600
1950 hrs
Thursday
06/03/2008
Dry
Veh 1 M/C 50-125cc
Going ahead
SW - . NE
Casualty: Slight
Veh 2 Car
Starting
NW - . SW
Casualty:
Dri
TIVERTON - HEATHCOAT
N
113,055
V1 TRAVELLING DOWN ROAD WHEN PASSING JUNCTION V2 PULLED OUT AS DID NOT SEE V1 AS NOT LIGHTS ON, V1 STRUCK O/SIDE OF V2
12KT3B009
Slight
A 396
40 mph
1333 hrs
Thursday
24/05/2012
Dry
Veh 1 Car
Turning right
S -. N
Casualty: Slight
Dri
Veh 2 Car
Going ahead
W -. S
Casualty: Slight
Dri
Casualty:
E
TIVERTON, DEVON - HEATHCOTE WAY
296,857
J/W LEA ROAD
113,474
VEH1 FAILED TO SEE VEH2 ON ROUNDABOUT AND DID NOT GIVE WAY, CAUSING COLLISION.
N
08D41D122
Slight
A 396
30 mph
0544 hrs
Thursday
03/04/2008
Dry
Veh 1 Car
Going ahead
NE - . SW
Veh 2 M/C <50cc
Going ahead
0 -. S
Casualty: Slight
Dri
E
TIVERTON - LOWMAN WAY/HEATHCOTE
296,875
WAY
113,470
MOPED V2 ON R/BOUT, V1 FAILED TO SEE V2 UNTIL IT WAS TOO LATE, BRAKED HARD AND LIGHTLY INPACTED WITH THE REAR OF V2
N
11KT3B006
Slight
A 361
E
70 mph
297,004
2145 hrs
Friday
06/05/2011
Wet/Damp
Raining without high winds
Darkness: no street lighting
Veh 1 Car
Going ahead LH bend
NW - . SE
Casualty: Slight
Dri
TIVERTON - A361 GORNHAY CROSS
N
113,835
VEH1 TRAVELLING FROM WEST TO EAST DURING A PERIOD OF HEAVY RAIN. VEH1 ALLEGES HE HIT STANDING WATER AND LOST CONTROL
CAUSING HIM TO SPIN AND HIT ARMCO.
09KT3B013
Slight
A 361
60 mph
1258 hrs
Friday
21/08/2009
Dry
Daylight: no street lighting
Veh 2 Car
Starting
E - . SW
Casualty:
Veh 1 Car
Starting
E - . SW
Casualty: Slight
RSP
E
OFF SLIP AT GORNHAY CROSS,
297,054
HEATHCOTE WAY, TIVERTON
113,722
V1 WAS EXITING TYHE OFF-SLIP OF THE A361 AND GORNHAY CROSS TO EXIT TOWARDS TIVERTON, V2 WAS AHEAD IN THE SAME OFF SLIP,
STATIONARY AT R'ABOUT, V1 HAS GONE TO PULL ONTO CLEAR R'ABOUT AND FAILED TO NOTICE V2 AHEAD HAD NOT PULLED OFF, V1 COLL WITH
REAR OF V2
N
12KT3B002
Slight
A 361
E
70 mph
297,054
N
0923 hrs
Tuesday
14/02/2012
Dry
Veh 1 Car
Stopping
E -. W
Casualty:
Veh 2 Car
E -. W
Casualty: Slight
Dri
A361 GORNAY CROSS AT JUNCTION
WITH HEATHCOAT WAY, TIVERTON
113,719
VEH 2 EXITED THE A361 AT GORNAY CROSS FOLLOWED BY VEH 1. BOTH VEHICLES APPROACHED THE ROUNDABOUT WITH VEH 2 STOPPING, VEH
2 WAITED AS A GOODS VEHICLE CROSSED THE ROUNDABOUT RIGHT TO LEFT. VEH 1 DID NOT STOP AND COLLIDED WITH THE REAR OF VEH 2.
11KT3B002
Slight
A 361
50 mph
E
297,451
N
113,591
0624 hrs
Tuesday
08/03/2011
Dry
Veh 1 Car
Stopping
-.
Casualty: Slight
Veh 2 Car
Stopping
-.
Casualty:
Veh 3 Car
Stopping
-.
Casualty:
Dri
A361 NORTH DEVON LINK ROAD,
TIVERTON
Page: 2
Police Ref.
Date
Time
Severity
Rd cond
Weather
Road No. Speed
Darkness / Light
Grid Ref.
Day
Veh No / Type
Run on: 13/12/2013
Manoeuvre
Direction
Casualty Info
THERE IS CURRENTLY A CONTRAFLOW IN PLACE ON THE BARNSTAPLE BOUND CARRIAGEWAY OF THE A361 NORTH DEVON LINK ROAD. THE M5
BOUND CARRIAGEWAY IS CLOSED DUE TO ROADWORKS. VEH 1, VEH 2 AND VEH 3 WERE TRAVELLING TOWARDS THE M5 BUT IN LANE 2 OF THE
BARNSTAPLE BOUND CARRIAGEWAY. TRAFFIC WAS HEAVY. THERE WAS A 50 MPH TEMP SPEED LIMIT IN PLACE. A LORRY HAS STOPPED FAIRLY
SUDDENLY IN FRONT OF VEH 3. VEH 3 WAS ABLE TO STOP IN TIME. VEH 2 HIT THE BRAKES AND CAME TO A STOP VERY CLOSE TO VEH 3 BUT DID
NOT MAKE CONTACT. VEH 1 HIT THE BRAKES BUT COULD NOT STOP IN TIME, COLLIDING WITH THE REAR OF VEH 2. THIS THEN CAUSED VEH 2 TO
SHIFT FORWARD AND COLLIDE WITH THE REAR OF VEH 3. NO DAMAGE TO VEH 3. MINOR DAMAGE TO FRONT AND MORE SEVERE DAMAGE TO
REAR OF VEH 2,SEVERE DAMAGE TO FRONT OF VEH 1.
12KT3B022
Slight
A 361
E
70 mph
298,067
0748 hrs
Friday
14/12/2012
Wet/Damp
Raining with high winds
Veh 1 Car
Going ahead
-.
Casualty: Slight
RSP
Veh 1 Car
Going ahead
-.
Casualty: Slight
FSP
TIVERTON - A361
N
113,583
VEH1 TRAVELLING ALONG A361 TOWARDS M5 - WHILST NEGOTIATING A SLIGHT LEFT HAND BEND HAS LOST CONTROL OF VEHICLE AND LEFT THE
CARRIAGEWAY TO THE N/S.
08D41C369
Fatal
A 361
60 mph
1815 hrs
Monday
10/03/2008
Wet/Damp
Veh 1 Car
Going ahead
W -. E
Casualty: Slight
Veh 1 Car
Going ahead
W -. E
Casualty: Slight
Veh 1 Car
Going ahead
W -. E
Casualty: Serious
E
298,272
TIVERTON - NORTH DEVON LINK ROAZD Veh 1 Car
Going ahead
W -. E
Casualty: Fatal
N
113,625
Veh 2 Car
Going ahead
W -. E
Casualty: Slight
Veh 2 Car
Going ahead
W -. E
Casualty: Slight
Veh 3 Car
O/take on n/side
W -. E
Casualty:
Dri
Dri
LANE WAS CLOSED DUE TO PREVIOUS ACCIDENT, V1 HAS FAILED TO NOTICE UNTIL TOO LATE, HAS ATTEMPTED TO ENTER LANE1, COLL WITH
REAR OF V2, V3 COLL WITH REAR V1
08D41C324
Slight
A 361
E
70 mph
298,429
1726 hrs
Monday
10/03/2008
Wet/Damp
Veh 1 Car
Going ahead
E -. W
Casualty: Slight
Veh 2 Car
Going ahead
E -. W
Casualty:
Dri
TIVERTON - NORTH DEVON LINK ROAD
N
113,700
V1 TRAVELLING IN LANE 2 OF CARRIAGEWAY WHEN LOST CONTROL MAYBE DUE TO POOR WEATHER CONDITIONS, V1 HIT CENTRAL RESERVATION
ENDING UP FACING WRONG WAY
08KT3B011
Slight
C 769
E
40 mph
298,524
1047 hrs
Saturday
11/10/2008
Wet/Damp
Veh 1 Car
Going ahead
N -. S
Casualty: Slight
Veh 2 Car
Going ahead
S -. N
Casualty:
Veh 3 Car
Going ahead
S -. N
Casualty:
Dri
36 POST HILL, TIVERTON, DEVON
N
113,291
V1 WAS DRIVING TOWARDS TIVERTON. V2 AND V3 WERE TRAVELLING ON SAME ROAD BUT IN OPP DIRECTION. FOR UNKNOWN REASON V1 CAME
ACROSS CENTRAL WHITE BROKEN LINE. THIS CAUSED V2 TO SWERVE TO THE LEFT IN ATTEMPT TO AVOID V1. V2 UNABLE TO AVOID, AND
COLLISION OCCU RED BETWEEN V1 AND V2. V3 WAS FOLLOWING V2. V2 MANAGED TO SLOW BUT V2 APPEARS TO HAVE REBOUNDED BACK INTO
DIRECTION OF V3 AND SLIGHT SECOND COLLISION OCCURRED. POSSIBLE THAT DRIVER OF V1 DROPPED GLASSES WHICH CAUSED DISTRACTION.
Serious
60 mph
C 769
2218 hrs
Tuesday
29/04/2008
Wet/Damp
Fog or mist
E
POST HILL - TIVERTON
08KT3B002
298,567
Veh 1 M/C <50cc
Going ahead LH bend
E -. W
Veh 2 M/C <50cc
Going ahead
E -. W
Casualty:
Veh 3 Car
Going ahead
W -. E
Casualty:
N
113,288
V1 & V2 TRAVELLING FROM HALBERTON ALONG POST HILL TOWARDS TIVERTON. V1 IN OPPOSITE CARR GOING AROUND A L HAND BEND, ACROSS
THE CENTRE WHITE LINES. V1 COLL WITH V3, HITTING O/S WING MIRROR & WAS THROWN FROM MOPED. V2 TRIED TO AVOID RIDER 1 BUT
COLLIDE D.
10KT3D001
Slight
C 137
E
30 mph
298,955
1740 hrs
Monday
21/06/2010
Dry
Veh 2 Car
Going ahead
Veh 1 Car
Turning left
NE - . NW
S - . NW
Casualty: Slight
Dri
Casualty:
TIVERTON - A361 OVERBRIDGE
JUNCTION AT CRAZE LOWMAN
114,081
VEH1 APPROACHED T-JUNCTION AND HAS STOPPED AND LOOKED RIGHT THEN LEFT - VEH1 HAS THEN PULLED OUT IN FRONT OF VEH2 AND
COLLIDED - APPEARS VEH1 DID NOT SEE VEH2.
N
Page: 3
Police Ref.
Date
Time
Severity
Rd cond
Weather
Road No. Speed
Darkness / Light
Grid Ref.
Day
Veh No / Type
Run on: 13/12/2013
Manoeuvre
Direction
Casualty Info
08KU2S008
Slight
C 769
E
40 mph
299,005
N
1318 hrs
Sunday
07/12/2008
Frost/Ice
Veh 1 Car
Going ahead RH bend
N -. E
Casualty:
Veh 2 Car
Going ahead
E -. W
Casualty: Slight
Veh 2 Car
Going ahead
E -. W
Casualty: Slight
TIVERTON - B3391 TOWARDS
HALBERTON AT POST HILL
113,166
VEH1 WAS TRAVELLING TOWARDS HALBERTON. VEH2 TRAVELLING IN OPPOSITE DIRECTION. VEH1 HAS LOST CONTROL ON CORNER IN SLIPPERY
CONDITIONS AND TRIED TO CORRECT COLLIDING WITH VEH2.
09KU2S006
Slight
C 769
40 mph
1930 hrs
Wednesday
05/08/2009
Dry
Veh 2 Car
Going ahead
E -. W
Casualty:
Veh 1 Car
Parked
0 -. 0
Casualty: Slight
FSP
E
HALBERTON - POST HILL, HARTNOLL
299,079
FARM
113,168
VEH2 WENT OVER HUMP BACK BRIDGE TOWARDS FARM APPLIED BRACKES AND HANDBRAKE LOSING COTROL AND SKIDDED INTO PARKED VEH1
N
12KT3B016
Slight
U
E
30 mph
296,438
1224 hrs
Sunday
12/08/2012
Dry
Veh 1 Bus/coach
Going ahead
S -. E
Casualty: Slight
Ped
TIVERTON - HEATHCOTT WAY.
N
112,939
CAS001 WAS WALKING ALONG HEATHCOTT WAY ON PAVEMENT. U/K BUS HAS BEEN TRAVELLING IN THE SAME DIR AND AS IT PASSED CAS001,
THE GUST OF WIND CAUSED BY U/K VEH HAS KNOCKED CAS001 OVER ONTO THE PAVEMENT. NO CONTACT BETWEEN THE BUS OR CAS.
09KT3A015
Slight
U
E
30 mph
296,448
1036 hrs
Thursday
24/12/2009
Frost/Ice
Other
Veh 2 Car
Going ahead RH bend
W -. E
Casualty: Slight
Veh 1 Car
Going ahead LH bend
E -. W
Casualty:
Dri
TIVERTON - OLD ROAD J/W
BRANSCOMBE ROAD (ROUNDABOUT)
112,699
VEH1 TRAVELLING DOWN ROAD AND SKIDDED ON BLACK ICE SKIDDING INTO THE PATH OF VEH2. BOTH VEH1 AND 2 COLLIDED.
N
12KT3B020
Slight
U
E
40 mph
296,664
0830 hrs
Tuesday
25/09/2012
Dry
Veh 1 Car
Turning right
E -. N
Casualty:
Veh 2 Car
Going ahead
S -. N
Casualty: Slight
FSP
Veh 2 Car
Going ahead
S -. N
Casualty: Slight
Dri
TIVERTON - HEATHCOAT WAY
N
112,872
VEH1 WAS AT THE GIVEWAY JUNCTION AT QUEENSWAY TURNING RIGHT ONTO HEATHCOAT WAY . VEH2 WAS TRAVELLING TOWARDS CORNHAY
ALONG HEATHCOAT WAY AND PULLED OUT TO PASS A CYCLIST BEFORE PULLING BACK INTO THE CARRIAGEWAY. VEH1 MISTOOK THIS AS
INDICATION TO TUR N INTO QUEENS WAY AND HAS PULLED OUT AND COLLIDED WITH VEH2.
12KT3B021
Slight
U
E
30 mph
296,686
2150 hrs
Wednesday
14/11/2012
Dry
Veh 1 Car
Going ahead
W -. E
Casualty: Slight
Veh 2 Car
Parked
0 -. 0
Casualty:
Dri
TIVERTON - BLUNDELLS ROAD
N
112,834
VEH1 WAS TRAVELLING ALONG BLUNDELLS ROAD WHEN DRIVER OF VEH1 LOST CONTROL, COLLIDING WITH VEH2 WHICH WAS PARKED AT SIDE
OF THE ROAD CAUSING VEH1 TO LAND ON IT'S SIDE.
10KT3B010
Slight
U
30 mph
0834 hrs
Thursday
25/11/2010
Frost/Ice
Other
Veh 2 Car
E -. W
Casualty:
Veh 1 Pedal cycle
O/take on n/side
E -. W
Casualty: Slight
Dri
E
TIVERTON - BLUNDELLS ROAD,
296,835
OPPOSITE POPHAM CLOSE
112,896
VEH2 STOPPED BEHIND A CAR WAITING TO TURN RIGHT INTO POPHAM CLOSE. VEH1 CRASHED BETWEEN VEH2 AND WALL.
N
Page: 4
Police Ref.
Date
Time
Severity
Rd cond
Weather
Road No. Speed
Darkness / Light
Grid Ref.
Day
Veh No / Type
Run on: 13/12/2013
Manoeuvre
Direction
Casualty Info
11KT3B017
Slight
U
E
30 mph
296,866
1859 hrs
Sunday
20/11/2011
Dry
Veh 1 Car
Turning right
S -. E
Casualty:
Veh 2 M/C 50-125cc
Going ahead
N -. S
Casualty: Slight
Dri
TIVERTON - BLUNDELLS ROAD
N
112,905
VEH1 TRAVELLING ALONG ACROSS THE FLOW OF TRAFFIC, VEH2 TRAVELLING ALONG. AS VEH1 APPROACHES JUNCTION IS CONTINUES ACROSS
THE TRAFFIC NOT SEEING VEH2 AND COLLIDES INTO EACH OTHER.
09KT3B001
Slight
U
E
30 mph
296,940
N
0737 hrs
Friday
09/01/2009
Wet/Damp
Veh 2 M/C 125-500cc
W -. E
Casualty: Slight
Veh 3 Car
Starting
W -. E
Casualty:
Veh 1 Car
Stopping
W -. E
Casualty: Slight
Dri
Dri
BLUNDELLS ROAD AND POPHAM CLOSE,
TIVERTON
112,929
V2 STOPPED AT JUNC, V1 FAILED TO NOTICE AND COLL WITH REAR OF V2, KNOCKING OFF RIDER AND PUSHING V2 INTO V3
12KT3B019
Serious
30 mph
U
1715 hrs
Tuesday
02/10/2012
Wet/Damp
Raining without high winds
Daylight: street lighting unknown
Veh 1 Car
Turning right
W -. S
Casualty:
Veh 2 Pedal cycle
Going ahead
E -. W
E
TIVERTON - LOWMAN WAY JCT BY
296,948
CEDAR COURT
113,433
CYCLIST2 TRAV ALONG LOWMAN WAY, HEADING TOWARDS THE ROUNDABOUT. A VEH TURNED RIGHT INTO MCDONALDS RESTAURANT WHICH
NEARLY STRUCK CYCLIST. ANOTHER VEH (VEH1) ALSO TURNED RIGHT, STRIKING THE FRONT WHEEL OFFSIDE OF THE CYCLE AND THE CYCLIST
LEG.
N
09KT3B016
Slight
U
E
30 mph
296,970
1735 hrs
Thursday
15/10/2009
Dry
Veh 1 Car
Going ahead
S -. N
Casualty: Slight
Ped
Veh 1 Car
Going ahead
NE - . SW
Casualty: Slight
Dri
Veh 2 Pedal cycle
Going ahead
SE - . NW
Casualty: Slight
Dri
TIVERTON - LOWMAN WAY
N
113,433
VEH1 TRAVELLING ALONG, HAS COLLIDED WITH PED CROSSING ROAD.
11KT3B010
Slight
U
E
30 mph
297,188
0748 hrs
Wednesday
15/06/2011
Wet/Damp
LOWMAN WAY (JEWSONS) - TIVERTON
N
113,506
VEH1 PULLING OUT OF CARPARK, VEH2 TRAV ALONG PAVEMENT DID NOT SEE VEH1, VEH1 SAW VEH2 BRAKED HARD BUT VEHS COLLIDED
Serious
30 mph
U
1247 hrs
Sunday
16/01/2011
Wet/Damp
E
WEST MANLEY LANE TIVERTON
11KT3A001
297,833
Veh 1 Other M/veh
Going ahead LH bend
N -. S
Veh 2 Car
Going ahead RH bend
E -. W
Casualty:
N
112,780
V1 A MINI MOTO RIDEN BY MALE WITH NO HELMET ETC, WAS RIDING DOWNHILL ON SINGLE LANE COUNRTY LANE COVERED IN WET MUD WHEN IT
LOST CONTROL ON LEFT HAND BEND AND SLID INTO FRONT OFFSIDE OF C2 CAUSING INJURY TO D1 LEG
Page: 5
Appendix D Tiverton and Culm Valley Cycle Routes
Locator map
Xfmmt
Fynpps
Csjehxbufs
Cbnqupo
Ubvoupo
Ujwfsupo
D E V O N
SOMERSET
Bsfb!dpwfsfe
cz!uijt!nbq
Fyfufs
Ebsunpps
Xftu!Dpvousz!Xbz
Woodland
West Country Way (NCN3) on-road sections
0 Miles
Traffic-free section of NCN3
DEVON
SOMERSET
County Boundary
Railway & Tiverton Parkway station
Sections where routes follow
the same road
Swimming pool
Post office
Picnic site
Literary landmark
Telephone
Historic
monument
Groceries
Historic house
Natural
attraction
Country park
Nature trail
Information
Boating activity
Camping
Museum
Garden
Café
Golf
Fishing
Caravanning
1
2
3
Lowman Valley cycle route(on-road)
(33km / 20.5 miles)
NCN3 alternative routes
Farms or other individual buildings
Church of
interest
Exe Valley cycle route (on-road)
(25km / 15.5 miles)
Rivers
Grand Western Canal
Pub
0 Kilometres
Blackdown Hills cycle route
Link to Uffculme - partly on busy road
Steep hill (arrow pointing downhill)
1
2
3
4
5
Appendix E Appendix F Appendix G RO
AD
LO
W
MA
N
Stratton Park House, Wanborough Road
Swindon, SN3 4HG
Telephone
01793 828000
UP
Facsimile
01793 835500
Email
admin@pfaplc.com
Website
www.pfaplc.com
Notes:
This drawing is based on Ordnance Survey
mapping Crown copyright. All rights reserved.
PFA Consulting Licence No. 100000054 .
Layout based on Clifton Emery Design's Drawing
No 131206 L 02 01 dated April 2014 and Paul
Carpenter Associates' Drawing No 11226.553
Revision P1 dated 29.04.14..
7.3m
0m
R10
m
R1
POST HILL
Raised Table
R6m
BLUNDELL'S ROAD
R6m
R1
5.5m
R1
0m
0m
6.1m
Rev
Description
Date
Client
Chettiscombe Trust
Project
Tiverton Eastern
Urban Expansion
SHOP
Drawing Title
Proposed Site
Accesses from
Blundell's Road
and Post Hill
Drawing No.
GP OUTREACH
0m
Scale
50m
C698/14
Date
May 2014
Scale
1:500 @ A3
Drawn By
RML
Checked By
GE
E-Mail
geves@pfaplc.com
File Ref.
\Drawings\C698_14.dwg
Initials
Appendix H 1
2011
AM
Base Base
Bolham
M5
6
442
190
88
177
15
142
746
88
171
Gornhay
1254
0
1254
A361
56
509
182
221
108
0
639
542
508
471
334
880
97
1254
A361
1181
0
1181
0
0
277
1709
247
A38
175
363
294
1181
692
2063
146
M5
137
90
208
0
0
0
37
221
10
0
221
0
0
179
Road
0
Road
0
0
0
259
0
259
0
0
0
0
178
1
Blundell's
School
422
48
45
0
418
0
0
0
0
0
0
418
0
0
408
0
0
408
0
0
351
1
0
0
0
350
0
0
Lane
71
Manley
549
Lane
49
256
43
W Manley
99
424
50
0
0
Uplowman
173
Golf Course
Lowman Way
91
14
68
Lane
138
165
Tidcombe
129
Old
176
114
362
342
Road
Great Western
425
388
Way
437
193
35
68
Heathcoat
Lea Road
102
0
1
2
1
2011
PM
Base Base
Bolham
M5
8
385
155
147
185
13
117
581
75
60
Gornhay
1102
0
1102
A361
77
545
303
211
88
0
838
538
520
459
347
597
13
1102
A361
1376
0
1376
0
0
354
2021
354
A38
169
222
309
1376
798
2075
109
M5
79
24
156
0
0
0
16
357
13
0
357
0
0
277
Road
0
Road
0
0
0
372
0
372
0
0
0
0
273
4
Blundell's
School
365
37
28
0
355
0
0
0
0
0
0
355
0
0
342
0
0
342
0
0
257
4
0
0
0
253
0
0
Lane
26
Manley
460
Lane
53
392
49
W Manley
118
308
52
0
0
Uplowman
70
Golf Course
Lowman Way
156
97
180
Lane
108
64
Tidcombe
156
Old
69
135
371
475
Road
Great Western
475
373
Way
465
336
67
218
Heathcoat
Lea Road
179
0
4
5
2
2026
AM
Dev0
DM
Bolham
M5
7
580
201
109
212
20
165
983
111
213
Gornhay
1589
0
1589
A361
75
628
266
301
158
0
811
637
606
575
429
1134
126
1589
A361
1448
0
1448
0
0
332
2115
293
A38
208
460
369
1448
877
2550
183
M5
163
89
207
0
0
0
94
188
69
0
188
0
0
203
Road
0
Road
0
0
0
282
0
282
0
0
12
0
201
1
Blundell's
School
445
47
46
0
441
0
0
0
0
0
0
441
0
0
372
0
0
372
0
0
376
1
0
0
0
375
0
0
Lane
86
Manley
588
Lane
63
279
44
W Manley
127
438
52
0
0
Uplowman
166
Golf Course
Lowman Way
101
12
62
Lane
138
178
Tidcombe
193
Old
130
98
466
366
Road
Great Western
488
499
Way
467
207
33
77
Heathcoat
Lea Road
103
0
1
2
2
2026
PM
Dev0
DM
Bolham
M5
9
497
173
159
219
17
138
780
90
76
Gornhay
1381
0
1381
A361
99
699
421
298
136
0
1083
644
601
572
458
767
18
1381
A361
1727
0
1727
0
0
439
417
A38
200
293
377
1727
1023 2496
2578
133
M5
92
24
153
0
0
0
113
286
102
0
286
0
0
305
Road
0
Road
0
0
0
399
0
399
0
0
16
0
301
5
Blundell's
School
400
39
28
0
392
0
0
0
0
0
0
392
0
0
290
0
0
290
0
0
293
4
0
0
0
289
0
0
Lane
26
Manley
496
Lane
59
419
52
W Manley
132
328
56
0
0
Uplowman
77
Golf Course
Lowman Way
190
80
190
Lane
108
70
Tidcombe
178
Old
61
132
458
505
Road
Great Western
566
455
Way
503
366
45
225
Heathcoat
Lea Road
206
0
4
5
8
2026
AM Amory LILO
Bolham
M5
8
573
214
96
206
19
154
948
140
231
Gornhay
1599
0
1599
A361
80
638
285
284
112
41
891
725
611
589
436
1159
126
1599
A361
1616
262
1354
156
0
364
2114
293
A38
208
467
369
1510
931
2556
183
M5
157
90
243
357
56
13
101
147
67
0
131
17
0
141
Road
27
Road
49
209
318
232
60
580
25
106
12
0
140
2
Blundell's
School
429
92
74
20
466
5
30
15
137
3
111
401
0
0
445
39
4
406
0
0
392
7
3
1
0
386
1
4
Lane
41
Manley
517
Lane
63
556
12
W Manley
49
453
40
53
47
Uplowman
154
Golf Course
Lowman Way
90
11
75
Lane
243
184
Tidcombe
226
Old
160
101
464
602
Road
Great Western
444
475
Way
457
331
45
59
Heathcoat
Lea Road
175
0
8
2
8
2026
PM Amory LILO
Bolham
M5
9
500
167
163
213
17
136
771
99
80
Gornhay
1465
0
1465
A361
110
698
523
290
110
91
1220
910
604
636
468
817
18
1465
A361
2130
475
1655
92
0
459
417
A38
200
303
377
1747
1052 2494
2569
133
M5
88
24
197
71
160
36
127
311
94
0
260
52
0
267
Road
32
Road
80
243
87
400
52
525
72
12
16
0
259
8
Blundell's
School
355
99
38
18
406
10
13
12
54
2
174
244
4
0
328
29
3
298
5
0
270
9
2
1
1
260
5
3
Lane
22
Manley
442
Lane
61
591
13
W Manley
38
365
53
232
148
Uplowman
76
Golf Course
Lowman Way
185
88
224
Lane
187
102
Tidcombe
180
Old
65
137
448
634
Road
Great Western
545
440
Way
512
411
73
178
Heathcoat
Lea Road
368
3
11
10
Appendix I Basic Results Summary
Scenario 13: '2026 EUE AM' (FG13: '2026 EUE AM', Plan 1: 'Network Control Plan 1')
Network Layout Diagram
Network Results
Lane
Description
Item
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 Turners In
Unopposed
Intergreen
(pcu)
(pcu)
Total
Delay
(pcuHr)
Av.
Delay
Per PCU
(s/pcu)
Mean
Max
Queue
(pcu)
Network
-
-
-
-
-
-
-
-
-
103.8%
3342
0
0
148.3
-
-
J1: M5
Junction 27
Option 1
-
-
-
-
-
-
-
-
-
103.2%
0
0
0
59.2
-
-
2/1
Southbound
off slip Ahead
U
C1:A
1
18
-
293
1800
285
102.8%
-
-
-
15.4
189.8
20.8
2/2
Southbound
off slip Ahead
U
C1:A
1
18
-
212
1800
285
74.4%
-
-
-
4.2
71.9
8.1
2/3
Southbound
off slip Ahead
U
C1:A
1
18
-
168
1800
285
58.9%
-
-
-
2.9
62.1
5.9
3/1
Ahead Right
U
C1:B
1
92
-
722
1800
1395
50.3%
-
-
-
1.1
5.5
5.8
3/2
Right
U
C1:B
1
92
-
1200
1500
1163
103.2%
-
-
-
35.5
106.6
70.3
J2:
Unnamed
Junction
-
-
-
-
-
-
-
-
-
102.1%
0
0
0
37.1
-
-
2/1
Northbound off
slip Ahead
U
C2:A
1
57
-
571
1800
870
65.6%
-
-
-
4.7
29.4
15.2
2/2
Northbound off
slip Ahead
Ahead2
U
C2:A
1
57
-
571
1800
870
65.6%
-
-
-
4.7
29.4
15.2
3/1
Ahead
U
C2:B
1
53
-
358
1800
810
43.7%
-
-
-
1.4
14.0
4.0
3/2
Ahead Right
U
C2:B
1
53
-
827
1800
810
102.1%
-
-
-
26.4
114.8
47.4
J3:
Unnamed
Junction
-
-
-
-
-
-
-
-
-
103.8%
2294
0
0
36.5
-
-
1/1
Ahead Right
U
-
-
-
-
391
1800
1800
21.6%
-
-
-
0.1
1.3
0.1
2/1
A361 Ahead
Ahead2
O
-
-
-
-
1135
Inf
1094
103.8%
1094
0
0
33.7
106.8
139.2
2/2
A361 Ahead
O
-
-
-
-
1200
3600
1416
84.7%
1200
0
0
2.7
8.1
2.7
J4:
Unnamed
Junction
-
-
-
-
-
-
-
-
-
94.9%
1048
0
0
15.6
-
-
2/1
A38 Ahead
Ahead2
O
-
-
-
-
389
Inf
410
94.9%
389
0
0
6.6
60.6
16.2
2/2
A38 Ahead
O
-
-
-
-
659
3600
698
94.4%
659
0
0
6.7
36.8
21.0
3/1
Right Ahead
U
-
-
-
-
1511
1800
1800
81.7%
-
-
-
2.2
5.4
6.7
3/2
Right
U
-
-
-
-
168
1500
1500
11.2%
-
-
-
0.1
2.1
4.9
C1
C2
PRC for Signalled Lanes (%):
PRC Over All Lanes (%):
-14.7
-13.4
-15.3
Total Delay for Signalled Lanes (pcuHr):
Total Delay Over All Lanes(pcuHr):
59.17
37.08
148.34
Cycle Time (s): 120
Cycle Time (s): 120
Scenario 14: '2026 EUE PM' (FG14: '2026 EUE PM', Plan 1: 'Network Control Plan 1')
Network Layout Diagram
Network Results
Lane
Description
Item
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 Turners In
Unopposed
Intergreen
(pcu)
(pcu)
Total
Delay
(pcuHr)
Av.
Delay
Per PCU
(s/pcu)
Mean
Max
Queue
(pcu)
Network
-
-
-
-
-
-
-
-
-
101.9%
2882
0
0
81.4
-
-
J1: M5
Junction 27
Option 1
-
-
-
-
-
-
-
-
-
87.7%
0
0
0
21.9
-
-
2/1
Southbound
off slip Ahead
U
C1:A
1
32
-
417
1800
495
84.2%
-
-
-
7.3
62.7
15.6
2/2
Southbound
off slip Ahead
U
C1:A
1
32
-
260
1800
495
52.5%
-
-
-
3.2
44.5
7.8
2/3
Southbound
off slip Ahead
U
C1:A
1
32
-
212
1800
495
42.8%
-
-
-
2.5
42.1
6.1
3/1
Ahead Right
U
C1:B
1
78
-
607
1800
1185
50.5%
-
-
-
1.6
9.4
8.3
3/2
Right
U
C1:B
1
78
-
866
1500
988
87.7%
-
-
-
7.4
30.6
26.7
J2:
Unnamed
Junction
-
-
-
-
-
-
-
-
-
101.9%
0
0
0
30.8
-
-
2/1
Northbound off
slip Ahead
U
C2:A
1
66
-
602
1800
1005
59.9%
-
-
-
3.7
22.0
14.0
2/2
Northbound off
slip Ahead
Ahead2
U
C2:A
1
66
-
602
1800
1005
59.9%
-
-
-
3.7
22.0
14.0
3/1
Ahead
U
C2:B
1
44
-
311
1800
675
46.1%
-
-
-
0.8
9.8
1.7
3/2
Ahead Right
U
C2:B
1
44
-
688
1800
675
101.9%
-
-
-
22.6
118.0
40.1
J3:
Unnamed
Junction
-
-
-
-
-
-
-
-
-
101.8%
1996
0
0
25.8
-
-
1/1
Ahead Right
U
-
-
-
-
333
1800
1800
18.2%
-
-
-
0.1
1.2
0.1
2/1
A361 Ahead
Ahead2
O
-
-
-
-
1150
Inf
1130
101.8%
1130
0
0
24.9
78.0
110.8
2/2
A361 Ahead
O
-
-
-
-
866
3600
1453
59.6%
866
0
0
0.7
3.1
0.7
J4:
Unnamed
Junction
-
-
-
-
-
-
-
-
-
68.7%
886
0
0
3.0
-
-
2/1
A38 Ahead
Ahead2
O
-
-
-
-
410
Inf
596
68.7%
410
0
0
1.3
11.1
3.9
2/2
A38 Ahead
O
-
-
-
-
476
3600
882
54.0%
476
0
0
0.8
5.8
3.5
3/1
Right Ahead
U
-
-
-
-
1126
1800
1800
62.6%
-
-
-
0.8
2.7
0.8
3/2
Right
U
-
-
-
-
212
1500
1500
14.1%
-
-
-
0.1
2.2
5.6
C1
C2
PRC Over All Lanes (%):
2.6
-13.3
-13.3
Total Delay Over All Lanes(pcuHr):
21.89
30.77
81.41
Cycle Time (s): 120
Cycle Time (s): 120

tiverton eastern urban extension

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