Transport Assessment Vol1 - Borough of Great Yarmouth · undertake a Transport Assessment for a...

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LAND AT “POINTERS EAST”,

CAISTER-ON-SEA

Transport Assessment

Client: Persimmon Homes (Anglia) Ltd

Engineer: Create Consulting Engineers Limited

15 Princes Street

Norwich

Norfolk

NR3 1AF

Tel: 0845 450 7908

Email: [email protected]

Web: www.createconsultingengineers.co.uk

Report By: Mark Allen, BSc (Hons), MRTPI, MCIHT

Checked By: Jonathan Cage, BEng (Hons), MSc, CEng, MICE, MCIHT

Reference: MA/CC/P14-695/03 Revision A

Date: March 2015

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mailto:[email protected]

http://www.createconsultingengineers.co.uk/

Land at “Pointers East”, Caister-on-Sea Transport Assessment

Ref: MA/CC/P14-695/03 Rev A Page 1

LAND AT “POINTERS EAST”,

CAISTER-ON-SEA

Transport Assessment

Contents

1.0 Introduction

2.0 Transport Policy

3.0 Existing Situation

4.0 The Development

5.0 Highway Impacts

6.0 Conclusions

7.0 Report Disclaimer

Appendices

A. Traffic Surveys

B. (Highway) Accident Data

C. Traffic Flow Calculations

D. TRICS Reports

E. Modelling Outputs

Plans

695/03/001 Proposed Roundabout Improvements, Caister By-Pass

695/03/002 Proposed Access Arrangements, Ormesby Road

695/06/001 Sustainable Transport: Walking & Cycling to Local Facilities, Caister

695/06/002 Sustainable Transport: Walking & Cycling to Local Facilities, Ormesby

695/06/003 Sustainable Transport: Bus Routes, Caister

695/06/004 Sustainable Transport: Bus Routes, Ormesby

Development Masterplan



Registration of Amendments

Revision

and Date Amendment Details

Revision

Prepared By

Revision

Approved By

A

26/03/15 Updated masterplan and quantum of development. MA JPC



1.0 INTRODUCTION

1.1 Create Consulting Engineers Ltd has been instructed by Persimmon Homes (Anglia) Ltd to

undertake a Transport Assessment for a proposed residential development of 194 dwellings

on land to the North of Caister-on-Sea, Norfolk.

1.2 The development proposals considered in this report are referred to as “Pointers East”.

1.3 The existing site comprises an area of approximately 7.55ha of agricultural land and is bound

by Jack Chase Way (Caister By-Pass) to the West and Ormesby Road to the East. To the

South and South-east, the Site is bound by residential properties of Reynolds Avenue and

Meadowcroft, respectively.

1.4 The Site is bisected across its North-eastern extent by Yarmouth Road which is no longer in

use following the completion of Jack Chase Way (Caister By-Pass) to the West, although the

old section of Yarmouth Road remains adopted highway. Yarmouth Road at this location

now serves as a pedestrian footway along its length and also provides access to

Meadowcroft (the residential area to the Southeast of the Site).

1.5 The Site is located in the parish of Ormesby St Margret with Scratby with the southern

boundary of the Site lying on the parish boundary with Caister-on-Sea.

1.6 The main objective of this Transport Assessment report is to assess the transport issues

associated with the residential development proposals. In addition to matters of direct

access to/from the Site, the likely travel demands of the future residents are also

considered, taking into account the Site’s location in relation to public amenities,

employment opportunities, schools and leisure facilities.

1.7 The report explores the travel options for future residents outlining the opportunities for

travel by walking, cycling, rail, bus and private car travel. Additionally, in conjunction with

this report a framework Residential Travel Plan for the Site has been prepared aimed at

maximising the future uptake of more sustainable modes of travel and minimising single

occupancy private car travel arising from the proposed development.



2.0 PLANNING POLICY

National Guidance

2.1 National planning policy reflects and responds to growing concern over environmental

issues and a greater public awareness of the problems associated with unrestrained car use.

Current policies place a greater emphasis on increasing accessibility by more sustainable

modes, such as walking, cycling and public transport.

National Planning Policy Framework (2012) (NPPF)

2.2 Paragraph 7 of the NPPF identifies that there are three main dimensions to sustainable

development which are; an economic role, a social role and an environmental role. All of

these dimensions give need for the planning system to perform a number of separate,

though, conjoint roles.

2.3 The policies for sustainable transport commence at paragraph 29 by identifying that

transport has a role to play in facilitating sustainable development and also in contributing

to the wider sustainability and health issues. The Government recognises that the transport

system needs to be balanced in favour of sustainable transport modes, but, is also cognisant

of the fact that different policies and measures will be required for different communities

and that the opportunities to maximise the use of sustainable transport will vary between

urban and rural areas.

2.4 Paragraph 32 requires that all developments generating a significant amount of movement

should be supported by either a full Transport Assessment or a Transport Statement. The

development will also need to ensure that all opportunities to maximise sustainable

transport modes have been taken up (dependant upon the nature and location of the Site);

that safe and suitable access can be achieved for all people and; that improvements to the

transport network can be undertaken that cost-effectively limit the significant effects of the

development. It also identifies that development will only become unacceptable in transport

terms where the residual cumulative impacts of the development are severe.

2.5 At paragraph 34, the NPPF requires that development generating significant levels of

movement are located in areas where the need to travel can be minimised and the use of

green transport maximised. It does, however, recognise that this requirement needs to take

account of other policies within the framework, particularly in rural areas.

2.6 Travel Plans are very much part of the Government’s overall transport strategy with

paragraph 36 of the NPPF identifying them as ‘a key tool’ to exploit opportunities for the use

of sustainable travel modes. This is, however, balanced by paragraphs 37 and 38 of the NPPF

which identify that planning also has a role in promoting green travel by ensuring that

developments are located for a balance of the land uses within areas so that facilities such



as shopping and employment are located, as much as possible, within walking distance of

where people live.

2.7 The development proposals accord with the NPPF by providing homes on a sustainable

development site, which in turn should contribute positively to the local economy within

Caister-on-Sea town centre, and at Ormesby.

2.8 The proposed development will also contribute to the social requirements, contributing to

the local area’s affordable housing provision.

2.9 The Site is located in a sustainable edge-of-town location, offering walking, cycling and

public transport links for employment, retail and leisure trips. It should be recognised,

however, that the Site is located has a rural hinterland where access to a private car will still

be required for some journeys.

2.10 With respect to transport issues, the proposed development is in accordance with the NPPF.

Other Relevant Guidance

2.11 The Government’s recently published Planning Practice Guidance (2014) supports the

overarching NPPF and provides information on structuring a Transport Assessment in

support of a proposed development. It requires that a robust assessment will establish

evidence that may be useful in:

Improving the sustainability of transport provision;

Enhancing accessibility;

Creating choice amongst different modes of transport;

Improving health and well-being;

Supporting economic vitality;

Improving public understanding of the transport implications of development;

Enabling other highway and transport authorities/service providers to support and

deliver the transport infrastructure that conforms to the Local Plan;

Supporting local shops and the high street.

2.12 And that the key issues, which should be considered in developing a transport evidence

base, include the need to:

Assess the existing situation and likely generation of trips over time by all modes and

the impact on the locality in economic, social and environmental terms;

Assess the opportunities to support a pattern of development that, where

reasonable to do so, facilitates the use of sustainable modes of transport;

Highlight and promote opportunities to reduce the need for travel where

appropriate;



Identify opportunities to prioritise the use of alternative modes in both existing and

new development locations, if appropriate;

Consider the cumulative impacts of existing and proposed development on transport

networks;

Assess the quality and capacity of transport infrastructure and its ability to meet

forecast demands;

Identify the short, medium and long-term transport proposals across all modes.

Local Policies

Norfolk’s Third Local Transport Plan (2011 to 2026)

2.13 Norfolk’s Third Local Transport Plan (LTP) was adopted in March 2011.

2.14 Known as “Connecting Norfolk”, the LTP3 sets out the County’s strategy and policy

framework for delivery of transportation schemes up to 2026. It will be used as a guide for

transport investment and considered by other agencies when determining planning or

delivery decisions.

2.15 “Connecting Norfolk’s” vision is to develop a transport system that allows residents and

visitors a range of low carbon options to meet their transport needs and attracts and retains

business investment in the county. Six strategic aims underpin this vision:

Maintaining and managing the highway network;

Delivering sustainable growth;

Enhancing strategic connections;

Reducing emissions;

Improving road safety;

Improving accessibility.

2.16 This will be achieved by:

Making the best use of what Norfolk has to facilitate reliable journeys;

Reducing the need to travel;

Influencing others and ensuring transport is integrated into development plans ;

Working with communities and Norfolk’s partners to seek new solutions and new

ways of delivering;

Lobbying for and pursuing improvements to Norfolk’s strategic transport network.

2.17 This proposal addresses the “Connecting Norfolk” vision by being sited in a sustainable

location and encouraging more sustainable transport modes and travel behaviour as well as

integrating into the transport network.



Great Yarmouth Borough Council

2.18 The most recent Great Yarmouth Borough 5 Year Housing Land Supply Position Statement

(HLSPS) (as at 01 April 2014) identifies that the Borough has a 7.04 year housing supply.

2.19 The Site in question (referred to as OMA02 the HLSPS) is partially included within the 7.04

year housing supply horizon with 75 of the total allocation dwellings (on this Site) included

at a rate of 25 units per year from 2015/2016.

2.20 Beyond the five year housing supply, the Site (OMA02) is considered to contribute to the

Strategic Housing Land Availability Assessment (Update) 2014 by contributing to those sites

suitable in the 6-10 year period - as required by the NPPF.

2.21 The emerging Core Strategy for the Borough has been submitted to the

Planning Inspectorate for review and it is anticipated that it will be found to be sound and

adopted, in due course.

2.22 Given that the Site is allocated in that it is specially referenced in both the 5 and 10 year

housing supply accounts, the Site can be considered as being in compliance with existing and

emerging planning policies.



3.0 EXISTING SITUATION

3.1 The Site presently consists of farmland and is accessed via a disused gated section of

Yarmouth Road towards its northern end and also from a gated access to the Caister-By-Pass

at the South-Western corner. The section to the North of Yarmouth Road has a gated access

on to Ormesby Road.

Pedestrian and Cyclist Facilities

3.2 Existing pedestrian and cycle access to and across the northern part of the Site is via the

otherwise disused section of Yarmouth Road. A continuous footway is present from

Yarmouth Road, towards Caister with street lighting installed from Ormesby Road

southwards towards the centre of Caister.

3.3 To the Northwest, Yarmouth Road leads pedestrians to Jack Chase Way (Caister By-Pass)

(which benefits from street lights in the immediate vicinity) and another disused section of

Yarmouth Road to the West. Footways are present across the verges of Jack Chase Way to

connect the two ends of the sections of Yarmouth Road, however, these are of limited width

(with a pinch point of 0.5m) with no dropped kerbs at the crossing points. Street lights are

again present for a short length where the footpath rejoins the current alignment of

Yarmouth Road. A complete pedestrian route continues along Yarmouth Road providing

access to Ormesby.

3.4 The nearest primary schools are Caister Infant School and Caister Junior School both located

at Kingston Avenue approximately 2.3km from the Site. Alternative primary education is

available at Ormesby Village Infant School on Spruce Avenue (3.1km) and Ormesby Village

Junior School (2.7km) on North Road. The aforementioned primary schools all fall within the

2 mile NCC walking limit for pupils up to age 8.

3.5 Primary education in Caister can be reached via existing footways on Ormesby Road then via

a footway link in the vicinity of the junction of Ormesby Road/High Street junction. Access to

schools in Ormesby is via existing pedestrian routes on Yarmouth Road. For the infant school

the route would then take Cromer Road, West Road and Appleton Drive to Spruce Avenue.

For the junior school the route from Yarmouth Road leads directly to North Road.

3.6 Secondary education for pupils who attended Caister Junior School is provided by Caister

High School (2.2km) which can be reached via Ormesby Road, Braddock Road and Windsor

Road. For those attending Ormesby Village Junior School, secondary education is provided

by Flegg High School at Martham which can be reached from the Site by bus services 1 and 6

which are detailed in the following section.

3.7 Norfolk Coast Cycle Way (Regional Route 30) passes the Site on Ormesby Road to the North-

Eastern boundary of the Site which connects Great Yarmouth to Cromer. The route, which is

predominantly on-street follows Ormesby Road to the South of the Site towards Caister and



Yarmouth Road to the Northwest passing through Ormesby before heading North towards

Hemsby.

3.8 Walking and cycling distances to local facilities are shown on drawings 695/06/001 and 002.

Public Transport Facilities

3.9 There are three sets of bus stops in the vicinity of the Site, the closest of which are at

Yarmouth Road/Ormesby Road to the East which are served by routes 3, 6 and 63. The stops

lie within 400m walking distance of the vast majority of the Site and whilst not fully DDA

compliant, are marked with flags. There is currently no footway connection to the

southbound (Caister) stop and it is necessary to cross a small patch of grass to access the

northbound stop.

3.10 To the Northwest on Yarmouth Road, services 1 and 6 call at unmarked stops in the vicinity

of the former First & Last public house which are within 400m of the northern part of the

Site. Also within 400m of the northern part of the Site are bus stops on Scratby Road which

are served by routes 1A, 3 and 63. Whilst the stops on Scratby Road are DDA compliant,

there is presently no footway leading to them in either direction. There is, however, ample

verge available for more able bodied pedestrians to remain clear of passing traffic.

3.11 In addition to the stops above, bus routes 1 and 1A pass the Site along its western boundary,

Jack Chase Way (Caister-By-Pass).

3.12 Further from the Site, route 8 can be accessed from stops on Second Avenue and route 4

from St Georges Drive both to the South. Table 3.1 below summarises the bus services with

the routes shown diagrammatically on Drawings 695/06/003 & 004.

Route/Operator Description Frequencies

1/1A – First Lowestoft – Hopton – Gt Yarmouth –

Martham

Mon-Fri: 30mins

Sat & Sun: 60mins

3 – First

(Summer season only) Hemsby Beach – Gt Yarmouth

Mon-Sun: 60mins

(30mins peak season)

4 – First Barrack Estate – Caister Mon-Sat: 60mins

6 – Sanders Gt Yarmouth – Potter Heigham - Stalham

– North Walsham Mon-Sat: 60 – 120mins

8 – First Caister- Gorleston Mon-Sat: 15mins

Sun: 30mins

63 – Anglianbus Hemsby – Gt Yarmouth Mon-Fri: 2 per day

Table 3.1: Local Bus Services

3.13 The nearest rail services to the Site are available from central Great Yarmouth where regular

trains are available to/from Norwich. Alternative rail services between Norwich and

Sheringham/Cromer are available from North Walsham via bus route 6.



Highway Network

3.14 Primary vehicular access to the Site is via a disused section of Yarmouth Road which

connects to the C484 Ormesby Road. This local section of Yarmouth Road remains adopted

by the Highway Authority, although became redundant following the construction of the

Caister By-Pass (now the C643, Jack Chase Way) to the western boundary of the Site.

Ormesby Road along the Site’s frontage is derestricted (the national speed limit applies),

reducing to 30mph where the original and current road alignments meet.

3.15 The Caister By-Pass (Jack Chase Way) terminates immediately to North of the Site at a four-

arm at-grade roundabout junction with C484 Ormesby Road, C591 Yarmouth Road and C643

Scratby Road. The existing roundabout is of “irregular” geometry with an undersized central

island and only limited entry path curvature/deflection.

3.16 The national speed limit applies to Jack Chase Way with Scratby Road and Yarmouth Road is

limited to 40mph.

3.17 From the aforementioned roundabout, Yarmouth Road connects the Site to Ormesby for

access to the A149 towards North Walsham, and the North Norfolk Coast. Jack Chase Way

leads to the A149 to the South, then to either the A1064 or A47 at Great Yarmouth for

westward travel via Norwich or the A12 for southward travel towards Lowestoft and

Ipswich, for example. Scratby Road provides local access to Scratby and Hemsby, whilst

Ormesby Road provides access to Caister.

3.18 A secondary gated access point to the fields are also present at the southwest corner of the

Site directly onto Jack Chase Way, and (although disused) onto Ormesby Road for the most

northern part of the Site.

3.19 Jack Chase Way (Caister By-Pass) in the vicinity of the Site was formally part of the A149

which has since been diverted to the West to also by-pass Ormesby. The southern section of

the Caister By-Pass (South of C483 Norwich Road) still forms part of the A149. The northern

section of Caister By-Pass, Jack Chase Way now acts as a “C” class local distributor road.

Traffic Volumes

3.20 A manual traffic survey of the Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road

roundabout junction was undertaken on Tuesday 01 July 2014. This was carried out between

the hours of 07:00-09:30 and 16:00-18:30 with data recorded in 15mins intervals. Analysis of

the traffic survey data recorded indicated morning and evening peak hours of 08:00-09:00

and 16:45-17:45, respectively.

3.21 Queue length data was also obtained. This showed no queuing in the AM peak and typically

between 3 and 9 vehicles queuing on the various approaches in the PM peak as summarised

in Table 3.2 below. A copy of the manual traffic survey is included at Appendix A.



Approach Min

(Vehs) Max

(Vehs) Average (Vehs)

Max (PCUs)

Scratby Rd 6 8 7 8.0

Ormesby Rd 2 3 2.5 3.0

Jack Chase Way 3 5 4 5.0

Yarmouth Rd 7 9 8 9.1

Table 3.2: 2014 PM Peak Queue Length Summary

3.22 In addition to the manual traffic survey referenced above, Automatic Traffic Counter (ATC)

units were installed on Ormesby Road and the Caister By-pass along the Site’s eastern and

western frontages, respectively. ATC results are also presented at Appendix A.

Highway Safety

3.23 A review of local highway safety has been undertaken utilising personal injury accident data

obtained from the Highway Authority. The request for the most recently available five year

data as of 17 October 2014 returned seven recorded accidents dated as occurring between

27 September 2011 and 04 June 2014. The study area included Jack Chase Way and

Ormesby Road along the Site’s boundaries along with their junction with Scratby Road and

Yarmouth Road, as well as the approaches.

3.24 Highway accident data outputs are presented at Appendix B.

3.25 Of the seven accidents recorded, one occurred on Jack Chase Way to the South of the Site.

The roundabout junction of Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road

was the location of the remaining accidents.

3.26 All of the recorded accidents in the study area were classified as “Slight” in severity.

3.27 A review of the local accident provided by the Highway Authority does not indicate any

specific common factor(s) atypical of an at-grade roundabout junction.

3.28 While all recorded accidents were “Slight” in classification the junction could, however, be

considered a cluster site for which the typical threshold applied by the Highway Authority is

five accidents or more occurring in a three year period.

3.29 A significant improvement to this roundabout is proposed at part of the development.

However, in the meantime the Highway Authority may wish to closely monitor accident

activity at this location.



4.0 THE DEVELOPMENT

4.1 The proposed development comprises 194 dwellings including up to 39 affordable units with

on-site infrastructure and public open space. The overall scheme is illustrated on the

Development Masterplan presented in the “Plans” section of this report.

Proposed Access Strategy

4.2 The primary access to the Site will be a new T-junction arrangement on the eastern

boundary leading to Ormesby Road. The “spine” estate road leading to/from from the main

developable area will cross the currently disused section of Yarmouth Road which bisects

the North-Eastern area of the Site. A crossroads arrangement will be formed with priority

given to the “spine” estate road and traffic calming will be incorporated into the design by

means of a raised table.

4.3 An emergency access (also accommodating pedestrians and cyclists) will be provided

approximately 50m to the South of the primary access point and will connect to the

currently disused section of Yarmouth Road. In the event that the primary access were ever

blocked, the emergency access could be reached via Yarmouth Road’s existing T-junction

connection to Ormesby Road. Unauthorised use of the emergency access by general traffic

would be prevented by the installation of lockable bollards, for example.

4.4 A limited number of properties on the eastern boundary of the Site would front onto

Ormesby Road and have direct access to this road.

4.5 The overall access strategy includes a proposal to reduce the speed limit on the local section

of Ormesby Road to 30/40mph where the national speed limit currently applies. Speed limit

reduction would be supported by the aforementioned direct frontage onto Ormesby Road

along the eastern boundary of the Site.



Photo 1: Proposed Location for Primary Vehicular Access (Looking North)

4.6 The primary vehicular access serving the Site is shown on Drawing 695/03/002 with visibility

splays set at 90m x 2.4m x 90m. This is in respect of Design Manual for Roads & Bridges

standards for a speed limit reduction along the frontage of the Site to 30mph.

4.7 The emergency access is included on the Development Masterplan.

4.8 A major off-site highways improvement is proposed in connection with the development at

the Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road roundabout. This would

increase the Inscribed Circle Diameter of the junction from 31m to 36m and provide entry

flaring on the Ormesby Road and Jack Chase Way arms to provide 2 lanes at the yield lines.

In addition, the currently undersized central island would be enlarged such that the

relationship between the circulatory width maximum entry width satisfies the requirements

of the Design Manual for Roads & Bridges.

Photo 2: Existing Jack Chase Way/Yarmouth Road Roundabout (Looking North)



4.9 The proposed improvement will “regularise” the format of the roundabout to a more

conventional arrangement, significantly improve entry path curvature/deflection and

provide additional operational capacity. The preliminary design for the roundabout

improvement is illustrated on Drawing 695/03/001.

4.10 Prior to moving forward to detailed design, the proposed roundabout improvement would

be subject to a Stage 1 Road Safety Audit(s), as required by the Highway Authority.



5.0 HIGHWAY IMPACTS

5.1 This section of the report considers the future traffic scenario along with the trip demands

arising from the proposed development and reviews the likely operational performance of

the local road network once the proposed development has been completed in full.

5.2 In order to assess the potential impact of the proposed development in terms of future

highway capacity, it is necessary to apply background traffic growth to the “base line” traffic

survey data recorded on site (during July 2014).

Background Traffic Growth & Seasonality

Seasonality

5.3 Background traffic surveys were undertaken towards the end of the Summer “neutral”

survey period. Although the traffic surveys were undertaken during school term time, some

elements of holiday season traffic which would be expected in coastal tourist areas such as

Caister-on-Sea and Ormesby. The survey flows are, therefore, likely to be higher than at

other “neutral” times of the year. On this basis, and given the “permanent” residential

nature of the proposed development, no adjustment has been made to the surveyed flows

to account for Summer holiday seasonality.

Traffic Growth

5.4 Five years’ background traffic growth (to 2019) has been applied to the base year traffic

flows as obtained from the 2014 traffic surveys.

5.5 The traffic growth calculation for future year assessment has been made using the TEMPRO

computer programme (version 6.2) datasets NTEM 62 and NTM 09. The calculation has been

made for the Hemsby zone 33UD3 in which the Site lies, with road type rural, minor.

5.6 The resulting factors from 2014 to 2019 are 1.0720 in the AM and 1.0746 for the PM peak.

5.7 The Site lies on the boundary with the TEMPRO zone for Caister-on-Sea which was also

considered. As the growth factors would have been consistent to the third decimal place of

those obtained for Hemsby, no further consideration was given as the difference is not

considered to be significant.

5.8 The traffic growth factors have been applied to the surveyed 2014 traffic flows to provide

2019 background flows. These 2019 background flows, expressed as passenger car units

(PCUs) are shown at Appendix C.



Development Trip Generation

5.9 Multi-modal trip rates for the proposed development have been extracted from the TRICS

database for private and affordable housing. The trip rate search criteria included all

“suburban area” and “edge of town” sites excluding those in Greater London and Ireland

and Northern Ireland. Copies of the trip rate reports from the TRICS database are included in

Appendix D.

5.10 Table 5.1 below summarises the vehicular trips forecast to be generated by the proposed

development for the AM and PM network peaks and also for the 12 hour period covered by

the trip rate data.

AM Peak PM Peak 12 Hour

Arr. Dep. Arr. Dep. Arr. Dep.

Private Units (Rate) 0.162 0.419 0.393 0.225 2.564 2.656

Private Units (Trips) 25 65 61 35 397 412

Aff’dable Units (Rate) 0.110 0.208 0.181 0.130 1.388 1.407

Aff’dable Units (Trips) 4 8 7 5 54 55

Total Trips 29 73 68 40 451 467

Table 5.1: Vehicular Trip Rates (155 x Private Units, up to 39 x Affordable Units)

5.11 In terms of vehicular traffic, the proposed residential development would produce primarily

passenger car movements and generate only a very limited number of LGV/HGV movements

on a day-to-day basis. A vehicle-to-PCU factor of “1” has, therefore, been applied to the

development traffic in the traffic modelling that supports this report.

5.12 The 12 hour multi-modal daily trip forecast is summarised in Table 5.2 below where it should

be noted that vehicle occupants include the drivers of the vehicles from Table 5.1.

Private Units Aff’dable Units Total Trips

Modal Split Rate Trips Rate Trips

Pedestrians 1.623 252 1.701 66 318 1.623

Cycles 0.220 34 0.160 6 40 0.220

Public Transport 0.182 28 0.139 5 33 0.182

Vehicle Occupants 6.971 1081 4.041 158 1239 6.971

Total Person Trips

1395

235 1630

Table 5.2: 12 Hour Multi-modal Trip Generation (Total Development)

5.13 The existing pedestrian, cycle and public transport infrastructure should readily cope with

the sustainable travel demands of the development. Additionally, it should be noted that the

additional public transport users arising from the proposed development would support the

financial viability of the local bus services in the vicinity of the Site.



Vehicular Trip Distribution & Assignment

5.14 Access to the local highway network is via the presently disused section of Yarmouth Road

leading to Ormesby Road.

5.15 As a worse case, it is assumed in that all development traffic will proceed via Ormesby Road

to the Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road roundabout junction.

From this location, development traffic is accounted for by distributing in accordance with

existing turning proportions.

5.16 In reality, however, some traffic will proceed via Caister-on-Sea and therefore, for the

purpose of testing the Site’s primary access onto Ormesby Road, a 50/50 split of traffic has

been assumed in general accordance with existing flows on this route as obtained from the

ATC survey data.

5.17 The traffic calculations for the assignment of development traffic are shown at Appendix C.

Capacity Assessment

5.18 With respect to vehicular capacity assessment, the Site’s main access on to Ormesby Road

and the Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road roundabout junction

have been assessed for the following scenarios:

“Present day” 2014;*

2019 without development; and

2019 with development.

*Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road roundabout junction only

5.19 The primary site access has been modelled using the PICADY computer programme and the

Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road roundabout junction has been

modelled using ARCADY.

5.20 Outputs from the PICADY and ARCADY junction modelling programs are included at

Appendix E of this TA.

5.21 Each junction model features traffic inputs and outputs expressed as PCUs with background

traffic flows having been converted accordingly. In the computer modelling, PICADY and

ARCADY HGV% proportions have, therefore, been set to “0” and reported queues are

expressed as PCUs.



Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road

5.22 The on-site queue length survey showed no queuing in the AM peak and average queue

lengths between 2.5 and 8.1 PCUs depending on the approach in the PM peak. The initial

ARCADY results using existing geometry alone, however, produced an unrealistically long PM

peak queue in excess of 60 PCUs on Jack Chase Way. Potentially, the standard ARCADY

model is unable to replicate the irregular geometry of the existing layout. Consequently, the

standard ARCADY model has been refined to more accurately reflect actual base year

conditions. An intercept correction of +6 PCUs/min has been applied to this arm in the

modelling process to better align the PM peak queue to the observed queue lengths.

The resulting 2014 models are summarised in Table 5.3 below.

Approach

AM Peak PM Peak

Max RFC

Av. Max

Queue

(PCUs)

Max RFC Av. Max Queue (PCUs)

Max Obs.

Queue (PCUs)

A: Scratby Road 0.568 1.3 0.346 0.5 8.0

B: Ormesby Road 0.607 1.5 0.337 0.5 3.0

C: Jack Chase Way 0.530 1.1 0.836 4.9 5.0

D: Yarmouth Road 0.614 1.6 0.613 1.6 9.1

Table 5.3: Caister By-Pass/Yarmouth Road/Scratby Road/Ormesby Road Roundabout 2014

5.23 It can be seen from Table 5.3 that the refined ARCADY model is operating within capacity in

the AM peak although approaching the preferred maximum capacity (of 0.850 RFC) in the

PM peak hour. Queue lengths are slightly longer than observed in the AM peak, and slightly

shorter than observed (except the re-calibrated Jack Chase Way approach) in the PM peak.

However, the adjusted ARCADY modelling using the intercept correction is considered to be

a sound base upon which to impose future forecast flows.

5.24 Table 5.4 below summarises the 2019 without development scenario. The ARCADY

modelling forecasts the junction to be operating over the 0.850 RFC threshold in the PM

peak hour on the Jack Chase Way approach to the roundabout. The modelling demonstrates

the existing format of junction will begin to become over-stressed in the near future even

without the introduction of “Pointers East” development-generated traffic.

Approach

AM Peak PM Peak

Max RFC

Av. Max

Queue

(PCUs)

Max RFC

Av. Max

Queue

(PCUs)

A: Scratby Road 0.633 1.7 0.384 0.6

B: Ormesby Road 0.701 2.3 0.377 0.6

C: Jack Chase Way 0.573 1.3 0.904 8.4

D: Yarmouth Road 0.669 2.0 0.681 2.1

Table 5.4: Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road Rbt 2019



5.25 In view of the modelling results presented in Table 5.4 above and given its existing, irregular

format, an off-site highways improvement is proposed in conjunction with the development

as shown on Drawing 695/03/001.

5.26 The preliminary design increases the ICD of the roundabout from 31m to 36m and provides

flared approaches for Jack Chase Way and Ormesby Road with two lanes at their yield lines.

The proposed off-site improvement potential offers significant safety benefits (with greatly

improved entry path curvature) and Table 5.5 below demonstrates that the reconfigured

roundabout should enable the all arms to operate within capacity in the future year with-

development scenario. According to the ARCADY modelling, the most heavily stressed arm

(Arm C) would operate only marginally above the 0.850 RFC “guideline” ratio. It should be

noted that the aforementioned intercept correction has not been applied to the modelling

of the modified roundabout (Drawing 695/03/001).

5.27 The performance of the roundabout with the proposed residential development and

associated off-site scheme (Drawing 695/03/001) would be improved compared to the 2019

“background” scenario. Effectively, the junction should operate more effectively in terms of

safety and capacity with the implementation of the “Pointers East” scheme than if the

proposed development did not take place.

Approach

AM Peak PM Peak

Max

RFC

Av. Max

Queue

(PCUs)

Max

RFC

Av. Max

Queue

(PCUs)

A: Scratby Road 0.617 1.6 0.385 0.6

B: Ormesby Road 0.659 1.9 0.350 0.5

C: Jack Chase Way 0.555 1.2 0.858 5.4

D: Yarmouth Road 0.714 2.5 0.760 3.0

Table 5.5: Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road Rbt 2019

(with development and junction improvements)

Site Access

5.28 The Site access has been assessed with PICADY for the 2019 with development scenario only

and the capacity assessment results are summarised in Table 5.6 below.

Approach

AM Peak PM Peak

Max RFC

Av. Max

Queue

(PCUs)

Max RFC

Av. Max

Queue

(PCUs)

B-AC 0.218 0.3 0.116 0.1

C-AB 0.044 0.1 0.107 0.2

A: Ormesby Road, B: Yarmouth Road C: Ormesby Road

Table 5.6: Site Access Capacity Results 2019



5.29 It can be seen from Table 5.6 that the Site access T-junction onto Ormesby Road would

operate well within theoretical capacity under full development traffic loadings.

Section Summary

5.30 The modelling carried out as part of this report demonstrates that in conjunction with an

off-site improvement at the Jack Chase Way/Yarmouth Road/Scratby Road/Ormesby Road

roundabout and proposed access arrangements, the residential development’s traffic

generation will be acceptable to the local highway network.

Travel Planning

5.31 A Travel Plan would be implemented for future residents of the proposed development.

Travel Plans help to raise awareness, promote and provide incentives for travelling by non-

car modes and reducing single occupancy car trips. It is important that the “hard”

infrastructure traffic capacity improvements presented as part of this report are supported

by smarter choice measures to increase the attractiveness of walking, cycling or public

transport and reduce the reliance on the private car.

5.32 The design of the masterplan for the development proposals should ensure that the great

majority of trips internal to the development take place by non-car modes. The main aim of

the Travel Plan will, therefore, be to reduce future residents’ reliance on the car for

employment, retail and leisure trips to/from locations that are off-site.



6.0 CONCLUSIONS

6.1 Create Consulting Engineers Ltd has been instructed by Persimmon Homes (Anglia) Ltd to

undertake a Transport Assessment for a proposed residential development of 194 dwellings

on land to the North of Caister-on-Sea, Norfolk.

6.2 Local services and facilities (including both primary and secondary education facilities) are

located in Caister-on-Sea and Ormesby and would be readily accessible by future residents

of the Site by walking, cycling and public transport.

6.3 The Norfolk Coast Cycle Way (Regional Route 30) passes along the eastern boundary of the

Site providing ideal cycle connections in the local area.

6.4 The Site is within easy walking distance of numerous bus route stops with local services

providing access to destinations including the main built up area of Caister-on-Sea and also

Great Yarmouth.

6.5 The primary vehicular access serving the Site would connect with Ormesby Road via a simple

T-junction. An emergency access (also accommodating pedestrians and cyclists) would also

be provided connecting the currently disused section of Yarmouth Road. A small number of

properties along the eastern boundary of the Site would be provided with direct access onto

Ormesby Road.

6.6 A speed limit reduction is proposed along the local section of Ormesby Road in connection

with the residential development.

6.7 The levels of anticipated development traffic arising from the proposed development have

been tested at the proposed vehicular access (T-junction) onto Ormesby Road and at the

Caister By-Pass/Yarmouth Road/Scratby Road/Ormesby Road roundabout.

6.8 To accommodate the introduction of development-generated traffic, an off-site highways

improvement would be required at the aforementioned roundabout. This improvement will

offer increased traffic capacity and also “regularise” its format to a more conventional

arrangement and significantly improve entry path curvature over the existing situation.

Consequently, this should serve to improve the safety record at this junction.

6.9 Bearing in mind the above, it is considered that there are no transport-related grounds

preventing the “Pointers East” development considered herein from being acceptable to the

Highway Authority.



7.0 REPORT DISCLAIMER

7.1 Create Consulting disclaims any responsibility to the Client and others in respect of any

matters outside the scope of this report.

7.2 The copyright of this report is vested in Create Consulting Engineers Ltd and Persimmon

Homes (Anglia) Ltd. The Client, or his appointed representatives, may copy the report for

purposes in connection with the development described herein. It shall not be copied by any

other party or used for any other purposes without the written consent of Create Consulting

Engineers Ltd or Persimmon Homes (Anglia) Ltd.

7.3 Create Consulting Engineers Ltd accepts no responsibility whatsoever to other parties to

whom this report, or any part thereof, is made known. Any such other parties rely upon the

report at their own risk.

APPENDICES

APPENDIX A

Caister-On-Sea - Manual Traffic Survey, Tuesday 1st July 201413 J1 Scratby RdJ1 Ormesby RdJ1 Caister By-PassJ1 Yarmouth RdJ1 N/A 3 2 ## TRUE FALSE TRUE FALSE

Junction: (1) Scratby Road / Ormesby Road / Caister By-Pass / Yarmouth Road

Vehicle Class:

Start Time:

End Time:

0800 - 0900 50 463 42

43 NORTH

158 49

504 167

132

328 331 89

Note: The above diagram represents the Junction surveyed, although may not be the exact

layout of the actual location.

Important This spreadsheet & Interactive Vehicle Flow Diagram was produced based on specific

Note: parameters. Consequently, alteration to the spreadsheet format or it's properties

may result in malfunction.

Ormesby RoadYarmouth Road

Scra

tby R

oad

Cais

ter

By-

Pass

ALL CLASSES

1) 0700

1) 0930

Peak Hour

Caister-On-Sea - Manual Traffic Survey, Tuesday 1st July 201413 J1 Scratby RdJ1 Ormesby RdJ1 Caister By-PassJ1 Yarmouth RdJ1 N/A 3 2 ## TRUE FALSE TRUE FALSE


Vehicle Class:

Start Time:

End Time:

1645 - 1745 40 292 20

58 NORTH

183 54

365 131

68

486 540 152

Note: The above diagram represents the Junction surveyed, although may not be the exact

layout of the actual location.

Important This spreadsheet & Interactive Vehicle Flow Diagram was produced based on specific

Note: parameters. Consequently, alteration to the spreadsheet format or it's properties

may result in malfunction.

Ormesby RoadYarmouth Road

Scra

tby R

oad

Cais

ter

By-

Pass

ALL CLASSES

2) 1600

2) 1830

Peak Hour

Caister-On-Sea - Manual Traffic Survey, Tuesday 1st July 2014


Approach: Scratby Road

TIME LIGHT HGV BUS TOTAL LIGHT HGV BUS TOTAL LIGHT HGV BUS TOTAL

0700 - 0715 8 0 0 8 70 0 0 70 2 0 0 2

0715 - 0730 8 0 0 8 72 1 0 73 6 0 0 6

0730 - 0745 7 0 0 7 89 0 0 89 7 0 0 7

0745 - 0800 8 0 0 8 104 0 1 105 4 0 0 4

Hourly Total 31 0 0 31 335 1 1 337 19 0 0 19

0800 - 0815 12 0 0 12 95 0 0 95 9 0 0 9

0815 - 0830 6 0 0 6 115 0 1 116 15 0 0 15

0830 - 0845 15 0 0 15 127 1 0 128 11 0 1 12

0845 - 0900 9 0 0 9 122 2 0 124 13 0 1 14

Hourly Total 42 0 0 42 459 3 1 463 48 0 2 50

0900 - 0915 7 0 0 7 139 1 0 140 6 0 0 6

0915 - 0930 10 0 0 10 86 0 0 86 9 0 0 9

Hourly Total 17 0 0 17 225 1 0 226 15 0 0 15

Session Total 90 0 0 90 1019 5 2 1026 82 0 2 84

1600 - 1615 11 0 0 11 69 0 0 69 4 0 0 4

1615 - 1630 12 0 0 12 66 0 0 66 8 0 0 8

1630 - 1645 6 0 0 6 82 0 0 82 6 0 0 6

1645 - 1700 6 0 0 6 80 0 0 80 4 0 0 4

Hourly Total 35 0 0 35 297 0 0 297 22 0 0 22

1700 - 1715 6 0 0 6 52 0 1 53 10 0 0 10

1715 - 1730 4 0 0 4 76 1 0 77 14 0 0 14

1730 - 1745 4 0 0 4 82 0 0 82 12 0 0 12

1745 - 1800 8 0 0 8 62 0 1 63 12 0 0 12

Hourly Total 22 0 0 22 272 1 2 275 48 0 0 48

1800 - 1815 5 0 0 5 64 1 0 65 9 0 0 9

1815 - 1830 6 0 0 6 59 1 0 60 8 0 0 8

Hourly Total 11 0 0 11 123 2 0 125 17 0 0 17

Session Total 68 0 0 68 692 3 2 697 87 0 0 87

Left to Ormesby Road Ahead to Caister By-Pass Right to Yarmouth Road



Approach: Ormesby Road


0700 - 0715 24 0 0 24 29 0 0 29 8 0 0 8

0715 - 0730 22 0 0 22 27 0 0 27 6 0 0 6

0730 - 0745 26 0 0 26 31 0 1 32 11 0 0 11

0745 - 0800 29 0 0 29 35 0 0 35 14 0 0 14

Hourly Total 101 0 0 101 122 0 1 123 39 0 0 39

0800 - 0815 31 0 0 31 38 0 1 39 9 0 0 9

0815 - 0830 34 0 0 34 41 0 0 41 12 0 0 12

0830 - 0845 27 0 0 27 44 0 0 44 17 0 0 17

0845 - 0900 40 0 0 40 42 0 1 43 11 0 0 11

Hourly Total 132 0 0 132 165 0 2 167 49 0 0 49

0900 - 0915 28 0 0 28 27 0 1 28 6 0 0 6

0915 - 0930 31 0 0 31 29 0 0 29 9 0 0 9

Hourly Total 59 0 0 59 56 0 1 57 15 0 0 15

Session Total 292 0 0 292 343 0 4 347 103 0 0 103

1600 - 1615 11 0 0 11 39 0 0 39 9 0 0 9

1615 - 1630 14 0 0 14 42 0 0 42 12 0 0 12

1630 - 1645 12 0 0 12 22 0 0 22 12 0 0 12

1645 - 1700 12 0 0 12 32 0 1 33 8 0 0 8

Hourly Total 49 0 0 49 135 0 1 136 41 0 0 41

1700 - 1715 14 0 0 14 42 0 0 42 12 0 0 12

1715 - 1730 24 0 0 24 30 0 0 30 22 0 0 22

1730 - 1745 18 0 0 18 26 0 0 26 12 0 0 12

1745 - 1800 12 0 0 12 18 0 1 19 6 0 0 6

Hourly Total 68 0 0 68 116 0 1 117 52 0 0 52

1800 - 1815 11 0 0 11 22 0 1 23 7 0 0 7

1815 - 1830 10 0 0 10 19 0 0 19 8 0 0 8

Hourly Total 21 0 0 21 41 0 1 42 15 0 0 15

Session Total 138 0 0 138 292 0 3 295 108 0 0 108

Left to Caister By-Pass Ahead to Yarmouth Road Right to Scratby Road



Approach: Caister By-Pass


0700 - 0715 67 0 0 67 67 0 0 67 15 0 0 15

0715 - 0730 74 1 0 75 62 0 0 62 16 0 0 16

0730 - 0745 77 0 0 77 66 0 0 66 12 0 0 12

0745 - 0800 72 0 1 73 78 1 0 79 19 0 0 19

Hourly Total 290 1 1 292 273 1 0 274 62 0 0 62

0800 - 0815 79 0 0 79 85 0 0 85 25 0 0 25

0815 - 0830 85 2 0 87 81 0 0 81 17 0 0 17

0830 - 0845 81 0 1 82 89 0 1 90 22 1 0 23

0845 - 0900 78 1 1 80 74 1 0 75 24 0 0 24

Hourly Total 323 3 2 328 329 1 1 331 88 1 0 89

0900 - 0915 93 1 0 94 75 1 0 76 16 0 0 16

0915 - 0930 68 0 1 69 65 0 0 65 11 0 0 11

Hourly Total 161 1 1 163 140 1 0 141 27 0 0 27

Session Total 774 5 4 783 742 3 1 746 177 1 0 178

1600 - 1615 61 5 1 67 91 0 0 91 21 0 0 21

1615 - 1630 60 4 1 65 84 0 0 84 26 0 0 26

1630 - 1645 89 4 1 94 90 0 0 90 16 0 0 16

1645 - 1700 91 0 0 91 121 0 0 121 28 0 0 28

Hourly Total 301 13 3 317 386 0 0 386 91 0 0 91

1700 - 1715 101 4 0 105 143 0 0 143 40 2 0 42

1715 - 1730 119 0 0 119 129 0 0 129 26 0 0 26

1730 - 1745 169 2 0 171 147 0 0 147 56 0 0 56

1745 - 1800 100 0 1 101 119 0 0 119 24 0 0 24

Hourly Total 489 6 1 496 538 0 0 538 146 2 0 148

1800 - 1815 97 1 1 99 99 0 0 99 31 0 0 31

1815 - 1830 89 0 0 89 92 0 0 92 27 1 0 28

Hourly Total 186 1 1 188 191 0 0 191 58 1 0 59

Session Total 976 20 5 1001 1115 0 0 1115 295 3 0 298

Left to Yarmouth Road Ahead to Scratby Road Right to Ormesby Road



Approach: Yarmouth Road


0700 - 0715 4 0 0 4 22 0 0 22 52 0 0 52

0715 - 0730 7 0 0 7 24 0 0 24 79 2 0 81

0730 - 0745 7 0 0 7 35 0 1 36 91 0 0 91

0745 - 0800 10 0 0 10 28 0 0 28 104 1 1 106

Hourly Total 28 0 0 28 109 0 1 110 326 3 1 330

0800 - 0815 6 0 0 6 36 1 0 37 115 5 1 121

0815 - 0830 11 0 0 11 45 0 0 45 133 0 1 134

0830 - 0845 14 0 0 14 39 0 0 39 128 2 1 131

0845 - 0900 12 0 0 12 37 0 0 37 116 2 0 118

Hourly Total 43 0 0 43 157 1 0 158 492 9 3 504

0900 - 0915 8 0 0 8 32 0 0 32 95 0 1 96

0915 - 0930 12 0 0 12 31 1 0 32 78 1 0 79

Hourly Total 20 0 0 20 63 1 0 64 173 1 1 175

Session Total 91 0 0 91 329 2 1 332 991 13 5 1009

1600 - 1615 9 0 0 9 25 0 0 25 73 1 0 74

1615 - 1630 10 0 0 10 22 0 0 22 70 1 1 72

1630 - 1645 6 0 0 6 40 0 1 41 91 2 1 94

1645 - 1700 10 0 1 11 48 0 1 49 79 2 0 81

Hourly Total 35 0 1 36 135 0 2 137 313 6 2 321

1700 - 1715 6 0 0 6 42 0 0 42 77 2 2 81

1715 - 1730 19 0 0 19 44 0 0 44 84 2 0 86

1730 - 1745 22 0 0 22 48 0 0 48 117 0 0 117

1745 - 1800 6 0 0 6 36 0 0 36 80 0 0 80

Hourly Total 53 0 0 53 170 0 0 170 358 4 2 364

1800 - 1815 12 0 1 13 29 0 0 29 91 0 0 91

1815 - 1830 9 0 0 9 27 0 0 27 71 0 0 71

Hourly Total 21 0 1 22 56 0 0 56 162 0 0 162

Session Total 109 0 2 111 361 0 2 363 833 10 4 847

Left to Scratby Road Ahead to Ormesby Road Right to Caister By-Pass

Caister-On-Sea - Queue Survey, Tuesday 1st July 2014


TIME Scratby Rd Ormesby Rd Caister By-Pass Yarmouth Rd TIME Scratby Rd Ormesby Rd Caister By-Pass Yarmouth Rd

700 0 0 0 0 1600 3 3 3 4

715 0 0 0 0 1615 2 2 2 5

730 0 0 0 0 1630 6 3 3 8

745 0 0 0 0 1645 6 2 3 9

800 0 0 0 0 1700 7 3 5 8

815 0 0 0 0 1715 8 2 3 7

830 0 0 0 0 1730 7 3 5 8

845 0 0 0 0 1745 6 2 4 6

900 0 0 0 0 1800 6 3 3 4

915 0 0 0 0 1815 5 2 3 5

Caister ATC, Ormesby Road

Channel 1 - Northbound Vehicle Flow Week 1

28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014

Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday 5 Day Ave 7 Day Ave

1 13 29 7 11 6 8 11 9 12

2 10 13 4 9 4 4 12 7 8

3 3 5 2 5 3 1 5 3 3

4 7 2 5 0 1 2 0 2 2

5 3 5 2 3 3 2 2 2 3

6 12 5 16 14 17 15 12 15 13

7 29 18 39 49 56 52 46 48 41

8 60 46 216 267 233 294 261 254 197

9 139 67 332 347 367 396 303 349 279

10 210 115 208 254 262 317 294 267 237

11 227 208 224 184 230 274 246 232 228

12 300 252 211 222 249 252 232 233 245

13 263 238 201 208 211 220 240 216 226

14 281 205 238 225 223 262 249 239 240

15 271 215 227 232 234 254 218 233 236

16 205 224 266 276 256 283 253 267 252

17 220 181 221 246 242 236 208 231 222

18 200 164 227 239 257 230 235 238 222

19 170 110 192 208 204 219 229 210 190

20 112 107 151 160 157 159 149 155 142

21 100 71 93 110 123 98 94 104 98

22 80 57 84 88 96 77 106 90 84

23 60 28 37 38 55 41 58 46 45

24 36 23 20 11 25 9 32 19 22

7-19 2546 2025 2763 2908 2968 3237 2968 2969 2774

6-22 2867 2278 3130 3315 3400 3623 3363 3366 3139

6-24 2963 2329 3187 3364 3480 3673 3453 3431 3207

0-24 3011 2388 3223 3406 3514 3705 3495 3469 3249

7-19

6-22

6-240-24

0

500

1000

1500

2000

2500

3000

3500

4000

28/06/201429/06/2014

30/06/201401/07/2014

02/07/201403/07/2014

04/07/2014

Nu

mb

er

of

Veh

icle

s

Date

Vehicle Flow (Channel 1)

7-19 6-22 6-24 0-24


Channel 1 - Northbound Average Speed Week 1

28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014

Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday

1 46.6 42.1 42.9 61.5 67.5 55.4 59.2 -

2 46.7 43.3 50.0 58.1 67.0 64.5 59.4 -

3 34.3 47.2 63.0 52.4 58.7 62.0 49.2 -

4 40.7 42.5 39.4 - 65.0 53.5 - -

5 32.3 39.6 46.0 62.3 61.0 54.5 63.5 -

6 44.5 40.0 46.2 54.4 66.1 62.9 53.9 -

7 42.6 41.7 46.0 59.3 62.5 61.4 60.2 -

8 39.7 39.0 41.1 54.0 57.4 57.3 54.0 -

9 39.9 40.3 40.3 54.9 57.8 56.9 54.8 -

10 40.2 40.7 39.6 50.6 54.8 53.9 38.6 -

11 38.6 39.4 38.9 53.4 53.7 53.5 38.8 -

12 38.4 39.6 39.6 52.6 53.4 52.6 38.9 -

13 39.9 38.2 40.2 51.7 56.0 53.5 39.4 -

14 40.1 39.8 40.0 51.9 52.4 53.5 39.5 -

15 40.7 40.4 40.8 53.5 53.4 53.3 37.8 -

16 40.9 39.8 39.3 55.9 54.8 55.4 37.5 -

17 40.3 40.1 39.7 54.2 55.2 53.7 39.6 -

18 42.1 42.3 44.8 57.5 55.9 57.8 42.1 -

19 43.4 42.4 54.6 57.6 57.1 58.0 41.4 -

20 42.5 40.5 57.0 59.5 55.4 59.8 43.1 -

21 41.4 41.9 56.2 57.7 57.5 58.2 41.1 -

22 40.6 41.2 53.4 56.7 56.7 56.6 40.2 -

23 41.4 43.0 52.7 58.9 52.9 56.9 39.6 -

24 42.6 42.2 54.7 65.6 58.6 66.7 41.9 -

10-12 38.5 39.5 39.3 53.0 53.6 53.1 38.8 -

14-16 40.8 40.1 40.0 54.8 54.2 54.4 37.6 -

0-24 40.5 40.3 43.2 54.7 55.6 55.5 42.5 -

7 Day Ave 48.1

Channel 1 - Northbound 85th Percentile

28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014


1 53.2 48.6 50.8 73.5 73.3 68.0 72.5 -

2 53.7 51.4 55.1 63.4 75.6 74.2 66.7 -

3 35.8 50.4 65.8 57.0 65.2 - 52.8 -

4 45.0 44.3 43.2 - - 62.3 - -

5 34.9 47.2 46.7 64.5 73.1 54.9 68.1 -

6 51.0 47.4 52.8 66.2 72.6 73.9 68.0 -

7 51.6 49.5 52.0 70.8 71.0 72.0 69.3 -

8 48.0 49.3 47.0 63.0 70.0 68.0 65.0 -

9 48.0 48.1 47.0 65.0 67.0 66.0 63.0 -

10 45.0 47.0 46.0 59.0 64.9 64.0 44.0 -

11 46.0 45.0 45.0 62.0 64.0 63.0 44.0 -

12 44.0 46.0 45.0 60.0 62.0 59.4 45.0 -

13 45.0 44.0 45.0 60.0 65.0 62.2 45.0 -

14 46.0 45.0 47.0 60.4 62.0 61.9 46.0 -

15 45.0 45.0 49.0 62.4 62.1 63.0 45.0 -

16 48.0 45.0 45.3 66.0 65.0 65.7 44.0 -

17 46.0 47.0 46.0 65.0 64.9 65.0 45.0 -

18 48.0 49.0 54.0 69.0 68.0 68.7 49.0 -

19 50.0 48.0 65.4 68.0 69.0 68.0 47.0 -

20 50.4 47.1 67.0 70.0 68.0 69.0 49.0 -

21 49.0 50.0 69.0 68.7 68.7 69.0 49.0 -

22 49.0 47.0 63.0 66.0 68.0 66.0 48.0 -

23 48.3 53.9 62.8 71.9 65.0 67.0 48.0 -

24 53.0 49.0 64.0 70.5 71.8 71.4 49.4 -

10-12 46.0 45.0 45.0 62.0 64.0 63.0 44.0 -

14-16 45.8 45.0 47.0 65.0 64.0 64.0 45.0 -

0-24 47.0 47.0 53.0 65.3 67.0 66.0 53.0 -

7 Day Ave 60.0


Channel 1 - Northbound Speed Summary Week 1

28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014

Speed (MPH) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

0-25 50 49 83 55 62 51 73

26-40 1541 1250 1304 110 95 92 1626

41-55 1348 1029 1483 1698 1633 1759 1413

56- 72 60 353 1543 1724 1803 383

TOTAL 3011 2388 3223 3406 3514 3705 3495

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014Date

Speed Summary (MPH)

0-25 26-40 41-55 56-


Channel 1 - Northbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTAL

Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13

28/06/2014

7-19 2398 146 2 2546

6-22 2706 159 2 2867

6-24 2796 165 2 2963

0-24 2842 167 2 3011

29/06/2014

7-19 1915 106 4 2025

6-22 2163 111 4 2278

6-24 2208 117 4 2329

0-24 2261 123 4 2388

30/06/2014

7-19 2341 420 2 2763

6-22 2456 672 2 3130

6-24 2471 714 2 3187

0-24 2502 719 2 3223

01/07/2014

7-19 819 2088 1 2908

6-22 941 2373 1 3315

6-24 948 2415 1 3364

0-24 959 2446 1 3406

02/07/2014

7-19 665 2299 4 2968

6-22 775 2620 5 3400

6-24 801 2674 5 3480

0-24 812 2697 5 3514

03/07/2014

7-19 786 2448 3 3237

6-22 891 2729 3 3623

6-24 900 2770 3 3673

0-24 911 2791 3 3705

04/07/2014

7-19 2383 580 5 2968

6-22 2731 627 5 3363

6-24 2817 631 5 3453

0-24 2829 659 7 3495

Average

7-19 1615 1155 3 2774

6-22 1809 1327 3 3139

6-24 1849 1355 3 3207

0-24 1874 1372 3 3249

58%

42%

0%

Total Vehicle Class Distribution


Channel 2 - Southbound Vehicle Flow Week 1

28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014

Hr Ending Saturday Sunday Monday Tuesday Wednesday Thursday Friday 5 Day Ave 7 Day Ave

1 28 33 7 6 5 5 10 7 13

2 4 16 8 7 0 6 0 4 6

3 5 4 1 1 2 1 3 2 2

4 2 5 2 3 0 2 0 1 2

5 10 4 9 6 7 7 6 7 7

6 15 6 11 6 6 7 8 8 8

7 15 13 34 41 47 41 47 42 34

8 47 31 217 201 211 191 216 207 159

9 116 59 298 288 258 267 271 276 222

10 184 101 162 152 199 160 192 173 164

11 232 164 169 153 212 165 199 180 185

12 243 188 169 179 168 183 182 176 187

13 258 211 206 205 189 203 193 199 209

14 194 171 159 150 147 153 154 153 161

15 193 173 219 223 186 211 186 205 199

16 167 193 233 228 216 232 203 222 210

17 168 185 273 262 262 255 278 266 240

18 188 122 361 347 330 351 356 349 294

19 121 114 127 130 186 132 190 153 143

20 100 103 99 98 168 91 157 123 117

21 79 73 83 74 112 82 120 94 89

22 65 48 61 55 83 52 100 70 66

23 60 34 56 76 73 66 70 68 62

24 45 24 23 21 25 26 31 25 28

7-19 2111 1712 2593 2518 2564 2503 2620 2560 2374

6-22 2370 1949 2870 2786 2974 2769 3044 2889 2680

6-24 2475 2007 2949 2883 3072 2861 3145 2982 2770

0-24 2539 2075 2987 2912 3092 2889 3172 3010 2809

7-19

6-22

6-240-24

0

500

1000

1500

2000

2500

3000

3500

28/06/201429/06/2014

30/06/201401/07/2014

02/07/201403/07/2014

04/07/2014

Nu

mb

er

of

Veh

icle

s

Date

Vehicle Flow (Channel 2)

7-19 6-22 6-24 0-24


Channel 2 - Southbound Average Speed Week 1

28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014


1 42.4 41.2 39.6 37.3 65.0 37.0 68.1 -

2 42.8 39.8 40.5 39.1 - 39.8 - -

3 44.6 45.5 38.0 30.0 46.0 36.0 57.0 -

4 45.0 43.6 39.5 36.7 - 38.5 - -

5 44.2 43.5 40.4 38.0 57.9 40.3 65.5 -

6 42.7 40.5 39.9 35.3 63.5 35.9 65.6 -

7 43.3 42.4 40.1 40.1 69.1 39.7 69.0 -

8 38.1 43.0 39.6 39.1 68.6 39.5 67.7 -

9 41.4 39.2 41.8 41.5 72.3 41.6 72.4 -

10 41.8 41.0 40.0 39.9 39.0 40.2 39.2 -

11 41.4 40.2 40.4 40.6 39.2 41.1 39.2 -

12 40.7 39.3 41.2 39.8 38.9 41.1 39.0 -

13 40.2 39.2 41.0 41.1 40.8 40.6 40.5 -

14 40.5 40.1 41.8 42.3 38.6 41.5 39.0 -

15 39.7 40.9 41.8 41.6 41.4 41.7 41.2 -

16 41.3 41.6 41.3 41.2 39.2 41.3 38.8 -

17 41.3 41.4 41.0 40.9 41.1 40.7 41.3 -

18 42.9 42.7 51.1 51.0 43.8 51.5 44.2 -

19 43.8 44.0 71.2 71.6 41.0 71.2 41.2 -

20 42.0 41.8 72.5 73.1 42.3 73.0 41.9 -

21 41.3 40.7 71.4 71.8 41.6 71.3 41.9 -

22 41.4 41.4 69.5 68.6 40.6 68.8 40.2 -

23 43.1 43.1 69.4 70.7 38.7 69.9 39.5 -

24 41.5 44.2 73.7 73.3 40.1 73.2 39.9 -

10-12 41.1 39.7 40.8 40.2 39.1 41.1 39.1 -

14-16 40.4 41.3 41.5 41.4 40.2 41.5 39.9 -

0-24 41.3 41.0 46.8 46.8 45.8 46.9 45.9 -

7 Day Ave 45.2

Channel 2 - Southbound 85th Percentile

28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014


1 52.8 45.2 51.3 42.3 71.0 42.6 74.0 -

2 52.0 48.8 46.9 43.6 - 45.5 - -

3 52.4 51.1 - - 59.3 - 73.5 -

4 48.5 52.2 45.5 42.1 - 43.8 - -

5 56.6 53.0 49.6 46.5 71.2 52.3 76.0 -

6 49.9 43.8 50.5 45.3 71.3 41.9 74.9 -

7 45.9 48.2 48.0 48.0 75.1 45.0 75.0 -

8 45.0 49.5 48.0 46.0 75.0 48.0 75.0 -

9 47.0 46.3 49.0 48.0 75.5 48.0 76.0 -

10 49.0 48.0 45.0 45.0 45.0 45.0 45.0 -

11 48.0 45.6 46.0 45.0 44.0 47.0 44.0 -

12 46.0 45.0 47.0 46.0 45.0 47.0 45.0 -

13 47.0 45.0 48.0 48.4 47.0 48.7 46.0 -

14 47.0 46.5 48.3 48.0 44.1 48.0 46.0 -

15 47.0 47.0 48.0 48.0 48.0 48.0 48.0 -

16 48.0 48.0 48.0 47.0 45.0 47.4 45.0 -

17 48.0 47.0 47.0 47.0 48.0 47.0 47.0 -

18 50.0 50.0 73.0 72.0 49.7 72.0 50.0 -

19 50.0 50.0 75.0 76.0 47.0 76.0 48.0 -

20 49.2 49.7 76.0 75.0 50.0 76.0 49.0 -

21 46.3 48.0 75.0 75.0 47.0 74.0 48.0 -

22 50.0 48.0 75.0 74.9 47.0 75.0 47.0 -

23 50.2 50.0 75.0 76.0 45.0 75.0 47.0 -

24 49.4 51.8 76.0 76.0 45.0 75.0 47.5 -

10-12 48.0 45.6 46.0 45.0 44.0 47.0 44.0 -

14-16 48.0 47.0 48.0 48.0 47.0 48.0 46.0 -

0-24 48.0 48.0 69.0 71.0 66.0 71.0 67.0 -

7 Day Ave 56.0


Channel 2 - Southbound Speed Summary Week 1

28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014

Speed (MPH) Saturday Sunday Monday Tuesday Wednesday Thursday Friday

0-25 32 40 66 55 24 64 25

26-40 1188 977 974 1004 1279 956 1314

41-55 1259 1018 1356 1276 1240 1285 1261

56- 60 40 591 577 549 584 572

TOTAL 2539 2075 2987 2912 3092 2889 3172

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

28/06/2014 29/06/2014 30/06/2014 01/07/2014 02/07/2014 03/07/2014 04/07/2014Date

Speed Summary (MPH)

0-25 26-40 41-55 56-


Channel 2 - Southbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTAL

Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13

28/06/2014

7-19 1976 133 2 2111

6-22 2221 146 3 2370

6-24 2323 149 3 2475

0-24 2377 159 3 2539

29/06/2014

7-19 1617 93 2 1712

6-22 1840 107 2 1949

6-24 1894 111 2 2007

0-24 1957 116 2 2075

30/06/2014

7-19 2176 414 3 2593

6-22 2226 640 4 2870

6-24 2237 708 4 2949

0-24 2266 717 4 2987

01/07/2014

7-19 2131 382 5 2518

6-22 2176 604 6 2786

6-24 2193 684 6 2883

0-24 2213 693 6 2912

02/07/2014

7-19 2031 530 3 2564

6-22 2387 583 4 2974

6-24 2480 588 4 3072

0-24 2487 601 4 3092

03/07/2014

7-19 2108 390 5 2503

6-22 2160 603 6 2769

6-24 2174 681 6 2861

0-24 2193 690 6 2889

04/07/2014

7-19 2061 556 3 2620

6-22 2425 616 3 3044

6-24 2521 621 3 3145

0-24 2529 640 3 3172

Average

7-19 2014 357 3 2374

6-22 2205 471 4 2680

6-24 2260 506 4 2770

0-24 2289 517 4 2809

82%

18%

0%

Total Vehicle Class Distribution

APPENDIX B

Ormesby St. Margaret with Scratby CP

Caister-on-Sea CPWest Caister CP

SEVERITY District

Ref.No 0062884

Veh 1 (Car), Going ahead Other from Southwest to North; Veh 2 (Car), Going ahead Other from Southwest to North; Veh 3 (Car), Slowing

or Stopping from Northwest to Southeast; Veh 4 (Car), Slowing or Stopping from Northwest to Southeast.Description

of Accident

Road

VEHICLES INVOLVED

CARRIAGEWAY HAZARDS

SITE DETAILS

SPECIAL SITE CONDITIONS

Location Yarmouth Road First Road: C643, Second Road: C591

CASUALTIES INVOLVED

Great Yarmouth

None

None

SLIGHT

C643

Veh.No.

Manoeuvre

Veh. direction from

Junct. location of veh. at 1st impact

Veh left carriageway?

Hit object in c'way?

Hit object off c'way?

First point of impact

Veh registration no.Sex Breath test

1 Vehicle type

Towing?

Skidded

Drivers age

Veh location at impact (restricted lane)

Other veh.hit (ref .no) 2 Hit and run

51 yrsForeign veh.

Journey purpose

MaleNot foreign registered vehicle

Other

On main carriageway not in restricted laneEntering roundabout

Positive

No tow or articulationSouthwest to North

No skidding, jack-knifing or overturning

Did not leave carriagewayNoneNoneFront

Not hit and run

Going ahead other

Car Make

Left Hand Drive Unknown

Driving Lic

Model

Veh.No.

Manoeuvre

Veh. direction from







2 Vehicle type

Towing?

Skidded

Drivers age



42 yrsForeign veh.

Journey purpose

FemaleNot foreign registered vehicle

Other

On main carriageway not in restricted laneMid junction - on roundabout or main road

Negative



Did not leave carriagewayNoneNoneBack

Not hit and run

Going ahead other

Car Make


Driving Lic

Model

Cas No Cas Class Veh ref No

Severity Age Sex Post code

Car Passenger? PSV Passenger?

Ped Movement

Ped Location

Ped Direction to

School Pupil

1 3Driver or Rider

OtherRoadworker injured

Not a passenger Not a passenger

MaleSLIGHT

Seat Belt Unknown Cycle Helmet

32 yrs

Not applicableNot applicableNot applicable




Ped Movement

Ped Location

Ped Direction to

School Pupil

2 2Driver or Rider



FemaleSLIGHT


42 yrs


Other Details

Time

Date 27/09/2011

Street Lighting

Road Surface

Weather

Day

60Speed Limit MPH

2nd Road Number

Junction Detail

Carriageway

Pedestrian Facilities

Junction Control

4 2

Police Officer Attend: Yes

Grid Reference 651320 314170/

17:48

Fine without high windsDry

Daylight

RoundaboutRoundabout

Give way or uncontrolled

None within 50 metres

No physical crossing facility within 50 metres

Tuesday

C591

Accident Ref.No 0062884Full Details 17-October-2014

Veh.No.

Manoeuvre

Veh. direction from







3 Vehicle type

Towing?

Skidded

Drivers age



32 yrsForeign veh.

Journey purpose


Other

On main carriageway not in restricted laneApproaching junction or waiting

Negative

No tow or articulationNorthwest to Southeast



Not hit and run

Slowing or stopping

Car Make


Driving Lic

Model

Veh.No.

Manoeuvre

Veh. direction from







4 Vehicle type

Towing?

Skidded

Drivers age



55 yrsForeign veh.

Journey purpose


Other


Negative

No tow or articulationNorthwest to Southeast



Not hit and run

Slowing or stopping

Car Make


Driving Lic

Model


SEVERITY District

Ref.No 0065733

Veh 1 (Car), Going ahead Other from Southwest to North; Veh 2 (Car), Going ahead Other from Southeast to Northwest.Description

of Accident

Road

VEHICLES INVOLVED

CARRIAGEWAY HAZARDS

SITE DETAILS


Location First Road: C643, Second Road: C484

CASUALTIES INVOLVED

Great Yarmouth

None

None

SLIGHT

C643

Veh.No.

Manoeuvre

Veh. direction from







1 Vehicle type

Towing?

Skidded

Drivers age



53 yrsForeign veh.

Journey purpose


Other


Negative




Not hit and run

Going ahead other

Car Make


Driving Lic

Model

Veh.No.

Manoeuvre

Veh. direction from







2 Vehicle type

Towing?

Skidded

Drivers age



32 yrsForeign veh.

Journey purpose


Other


Negative

No tow or articulationSoutheast to Northwest


Did not leave carriagewayNoneNoneNearside

Not hit and run

Going ahead other

Car Make


Driving Lic

Model




Ped Movement

Ped Location

Ped Direction to

School Pupil

1 2Driver or Rider



MaleSLIGHT


32 yrs


Other Details

Time

Date 19/05/2012

Street Lighting

Road Surface

Weather

Day

60Speed Limit MPH

2nd Road Number

Junction Detail

Carriageway


Junction Control

2 1



17:25


Daylight





Saturday

C484


SEVERITY District

Ref.No 0068282

Veh 1 (Goods Vehicle <= 3.5T), Moving off from North to South; Veh 2 (Car), Slowing or Stopping from North to Southeast.Description

of Accident

Road

VEHICLES INVOLVED

CARRIAGEWAY HAZARDS

SITE DETAILS



CASUALTIES INVOLVED

Great Yarmouth

None

None

SLIGHT

C643

Veh.No.

Manoeuvre

Veh. direction from







1 Vehicle type

Towing?

Skidded

Drivers age



21 yrsForeign veh.

Journey purpose


Journey as part of work


Driver not contacted

No tow or articulationNorth to South

Skidded


Not hit and run

Moving off

Van/Goods < 3.5t Make


Driving Lic

Model

Veh.No.

Manoeuvre

Veh. direction from







2 Vehicle type

Towing?

Skidded

Drivers age



53 yrsForeign veh.

Journey purpose


Other


Driver not contacted

No tow or articulationNorth to Southeast



Not hit and run

Slowing or stopping

Car Make


Driving Lic

Model




Ped Movement

Ped Location

Ped Direction to

School Pupil

1 2Driver or Rider



FemaleSLIGHT


53 yrs


Other Details

Time

Date 12/12/2012

Street Lighting

Road Surface

Weather

Day

60Speed Limit MPH

2nd Road Number

Junction Detail

Carriageway


Junction Control

2 1



16:22

Raining without high windsWet/Damp

Daylight





Wednesday

C484


SEVERITY District

Ref.No 0070640

Veh 1 (Car), Going ahead Other from North to Southwest; Veh 2 (Pedal Cycle), turning right from Northwest to Southwest.Description

of Accident

Road

VEHICLES INVOLVED

CARRIAGEWAY HAZARDS

SITE DETAILS



CASUALTIES INVOLVED

Great Yarmouth

None

None

SLIGHT

C643

Veh.No.

Manoeuvre

Veh. direction from







1 Vehicle type

Towing?

Skidded

Drivers age



30 yrsForeign veh.

Journey purpose


Other


Negative

No tow or articulationNorth to Southwest



Not hit and run

Going ahead other

Car Make


Driving Lic

Model

Veh.No.

Manoeuvre

Veh. direction from







2 Vehicle type

Towing?

Skidded

Drivers age



50 yrsForeign veh.

Journey purpose


Other


Not Applicable

No tow or articulationNorthwest to Southwest



Not hit and run

Turning right

Pedal Cycle Make


Driving Lic

Model




Ped Movement

Ped Location

Ped Direction to

School Pupil

1 2Driver or Rider



MaleSLIGHT

Seat Belt Not applicable Cycle Helmet

50 yrs


Other Details

Time

Date 07/04/2013

Street Lighting

Road Surface

Weather

Day

60Speed Limit MPH

2nd Road Number

Junction Detail

Carriageway


Junction Control

2 1



13:50


Daylight


Stop sign



Sunday

C591


SEVERITY District

Ref.No NC81123

V2 HEADING SOUTH ON COAST ROAD HELD UP AT ROUNDABOUT HIT IN REAR BY V1Description

of Accident

Road

VEHICLES INVOLVED

CARRIAGEWAY HAZARDS

SITE DETAILS


Location ORMESBY COAST ROAD J/W YARMOUTH RD R/ABT

CASUALTIES INVOLVED

Great Yarmouth

None

None

SLIGHT

C643

Veh.No.

Manoeuvre

Veh. direction from







1 Vehicle type

Towing?

Skidded

Drivers age



75 yrsForeign veh.

Journey purpose

Male

Other


Negative




Not hit and run

Slowing or stopping

Car Make

Left Hand Drive No

Driving Lic Full

Model

Veh.No.

Manoeuvre

Veh. direction from







2 Vehicle type

Towing?

Skidded

Drivers age



42 yrsForeign veh.

Journey purpose

Male

Not Known


Negative




Not hit and run

Waiting to go ahead but held up

M/cycle > 500cc Make

Left Hand Drive No

Driving Lic Full

Model




Ped Movement

Ped Location

Ped Direction to

School Pupil

1 2Passenger



MaleSLIGHT

Seat Belt Not applicable Cycle Helmet Not a cyclist

12 yrs


Other Details

Time

Date 04/06/2014

Street Lighting

Road Surface

Weather

Day

60Speed Limit MPH

2nd Road Number

Junction Detail

Carriageway


Junction Control

2 1



08:09

Raining without high windsWet/Damp

Daylight





Wednesday

C591

Accident Ref.No NC81123Full Details 17-October-2014

SEVERITY District

Ref.No NCT130208

Description

of Accident

Road

VEHICLES INVOLVED

CARRIAGEWAY HAZARDS

SITE DETAILS


Location

CASUALTIES INVOLVED

Great Yarmouth

None

None

SLIGHT

C643

Veh.No.

Manoeuvre

Veh. direction from







1 Vehicle type

Towing?

Skidded

Drivers age



22 yrsForeign veh.

Journey purpose


Journey as part of work

On main carriageway not in restricted laneNot at or within 20m of junction

Negative

No tow or articulationNortheast to Northeast



Not hit and run

U turn

Van/Goods < 3.5t Make


Driving Lic

Model

Veh.No.

Manoeuvre

Veh. direction from







2 Vehicle type

Towing?

Skidded

Drivers age



41 yrsForeign veh.

Journey purpose


Not Known


Negative

No tow or articulationNortheast to Southwest



Not hit and run

Going ahead other

Car Make


Driving Lic

Model




Ped Movement

Ped Location

Ped Direction to

School Pupil

1 1Driver or Rider



MaleSLIGHT

Seat Belt Cycle Helmet

22 yrs


Other Details

Time

Date 04/12/2013

Street Lighting

Road Surface

Weather

Day

60Speed Limit MPH

2nd Road Number

Junction Detail

Carriageway


Junction Control

2 1



14:45

Fine without high windsWet/Damp

Daylight

Single carriagewayNot at or within 20 metres of junction



Wednesday

Accident Ref.No NCT130208Full Details 17-October-2014

SEVERITY District

Ref.No T110183

Veh 1 (Car), Going ahead right Hand Bend from South to North; Veh 2 (Car), Going ahead left Hand Bend from North to South.Description

of Accident

Road

VEHICLES INVOLVED

CARRIAGEWAY HAZARDS

SITE DETAILS


Location Caister Bypass First Road: C643

CASUALTIES INVOLVED

Great Yarmouth

None

None

SLIGHT

C643

Veh.No.

Manoeuvre

Veh. direction from







1 Vehicle type

Towing?

Skidded

Drivers age



41 yrsForeign veh.

Journey purpose


Other


Negative

No tow or articulationSouth to North

Skidded


Not hit and run

Going ahead right hand bend

Car Make


Driving Lic

Model

Veh.No.

Manoeuvre

Veh. direction from







2 Vehicle type

Towing?

Skidded

Drivers age



60 yrsForeign veh.

Journey purpose


Other


Negative

No tow or articulationNorth to South


Left carriageway nearsideNoneNoneFront

Not hit and run

Going ahead left hand bend

Car Make


Driving Lic

Model




Ped Movement

Ped Location

Ped Direction to

School Pupil

1 2Driver or Rider



FemaleSLIGHT


60 yrs


Other Details

Time

Date 25/11/2011

Street Lighting

Road Surface

Weather

Day

60Speed Limit MPH

2nd Road Number

Junction Detail

Carriageway


Junction Control

2 1



10:44

Fine without high windsWet/Damp

Daylight

Single carriagewayNot at or within 20 metres of junction



Friday

Accident Ref.No T110183Full Details 17-October-2014

APPENDIX C

P14-695 "Pointers East"

2014 AM Veh A B C D Total 2014 PM Veh A B C D Total

A: Scratby Road 42 463 50 555 A: Scratby Road 20 292 40 352

B: Ormesby Road 49 132 167 348 B: Ormesby Road 54 68 131 253

C: Caister By-Pass 331 89 328 748 C: Caister By-Pass 540 152 486 1178

D: Yarmouth Road 43 158 504 705 D: Yarmouth Road 58 183 365 606

Total 423 289 1099 545 2356 Total 652 355 725 657 2389

2014 AM PCU A B C D Total 2014 PM PCU A B C D Total





Total 425 291 1115 554 2385 Total 653 358 735 664 2410

2019 AM PCU A B C D Total 2019 PM PCU A B C D Total





Total 456 311 1196 594 2557 Total 701 384 790 714 2589

AM DEV A B C D Total PM DEV A B C D Total

A: Scratby Road 4 A: Scratby Road 4


C: Caister By-Pass 9 C: Caister By-Pass 29

D: Yarmouth Road 16 D: Yarmouth Road 35

Total 29 102 Total 68 108

2019 AM PCU + DEV A B C D Total 2019 PM PCU + DEV A B C D Total





Total 466 340 1224 629 2659 Total 709 452 801 735 2697

2019 AM PCU + DEV A B C Total 2019 PM PCU + DEV A B C Total

A: Ormesby Road 15 376 391 A: Ormesby Road 34 273 307

B: Yarmouth Road 37 37 73 B: Yarmouth Road 20 20 40

C: Ormesby Road 311 15 326 C: Ormesby Road 384 34 418

Total 348 29 413 791 Total 404 68 293 765

Prepared by: M Allen

Checked by: E Tyrer Ref: DP/ET/695 25/03/2015

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