MIXED USE DEVELOPMENT
LAND AT STAMFORD WEST EMPINGHAM ROAD STAMFORD
TRANSPORT ASSESSMENT
Bryan G Hall Consulting Civil & Transportation Planning Engineers Suite E8 Joseph’s Well Hanover Walk Leeds LS3 1AB
March 2012 Ref: 09-234-001.5
V4
Transport Assessment prepared by ……………………………… David Bell
Transport Assessment checked by ……………………………… Andrew Cooper
March 2012 Ref: 09-234-001.5
CONTENTS
1.0 INTRODUCTION AND BACKGROUND INFORMATION ...... 1
2.0 PLANNING AND TRANSPORT POLICY CONTEXT ...... 4
3.0 EXISTING SITE AND SURROUNDING TRANSPORT NETWORK ...... 21
4.0 THE PROPOSED DEVELOPMENT ...... 35
5.0 SUSTAINABLE TRANSPORT ISSUES AND TRAVEL PLAN MEASURES .... 37
6.0 DEVELOPMENT TRIP GENERATION ...... 43
7.0 ASSESSMENT OF TRANSPORT IMPACT ...... 50
8.0 SUMMARY AND CONCLUSIONS ...... 61
Empingham Road, Stamford Transport Assessment
1.0 INTRODUCTION AND BACKGROUND INFORMATION
1.1 This Transport Assessment forms part of an outline planning application by Commercial Estates Group who are seeking planning permission for a mixed use development comprising residential, employment and ancillary facilities on land to the south of Empingham Road, some 1.5 kilometres to the west of Stamford town centre.
1.2 The application site is bounded by A606 Empingham Road to the north, existing residential areas to the east, A6121 Tinwell Road to the south and the A1(T) to the west. The A1(T) is the responsibility of the Highways Agency. All other roads in the area are the responsibility of Lincolnshire County Council as Local Highway Authority.
1.3 The site is being promoted for mixed use residential/employment development through the South Kesteven District Council Local Development Framework. As part of this promotional work, representations have been submitted by Bryan G Hall on transport matters, including attendance at the Core Strategy Examination in Public in January and March 2010.
1.4 South Kesteven District Council’s, Site Allocation and Policies DPD: Submission October 2011 proposes to allocate land between Empingham Road and Tinwell Road (ie the application site) for 400 houses and up to 14 hectares of employment, including a local centre under policies STM1e, STM2c and STM3.
1.5 In November 2010 Bryan G Hall submitted a Framework Travel Plan for the site to South Kesteven Council, Lincolnshire County Council and Highways Agency as part of the LDF representations. Lincolnshire County Council and the Highways Agency provided feedback on the Framework Travel Plan and the Travel Plan has been updated to reflect this feedback and accompanies this planning application. This Transport Assessment should be read in conjunction with the submitted Travel Plan.
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1.6 Prior to preparing and submitting this Transport Assessment, pre-application discussions have taken place with officers of Lincolnshire County Council and the Highways Agency. The scope and methodology used in the Transport Assessment has been agreed with both Lincolnshire County Council and the Highways Agency through these pre-application discussions.
1.7 This report will consider the accessibility of the proposed development for non- car users against the objectives of Planning Policy Guidance Note 13, transport, and how it satisfies the Government’s objectives to:- promote more sustainable transport uses; promote accessibility by public transport, walking and cycling; and reduce the need to travel, especially by car.
1.8 It also considers the residual traffic impact of the proposed redevelopment upon the operation of the highway network in the vicinity of the application site together with an assessment of its adequacy.
1.9 This report is split into the following further sections:- Section 2.0 Planning and Transport Policy Context This section sets out the local and national policy relevant to the application site. Section 3.0 Existing Site and Surrounding Transport Network This section describes the existing transport network and its operational characteristics. Section 4.0 The Proposed Development The proposed development and access strategy. Section 5.0 Sustainable Transport Issues and Travel Plan Measures This section identifies and proposes sustainable transport measures aimed at reducing the reliance on private car travel. Section 6.0 Trip Generation and Modal Split Based upon the sustainable transport measures proposed in Section 5.0, this section presents appropriate trip generation rates and modal split for the residential and employment
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elements of the development. Section 7.0 Impact of Vehicular Generated Traffic Using the trip generation rates and modal splits calculated in Section 6.0, the impact of the traffic generated by the development upon the surrounding transport network is presented. Section 8.0 Summary and Conclusions
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2.0 PLANNING AND TRANSPORT POLICY CONTEXT
2.1 National Policy
National Planning Policy Framework – March 2012 2.1.1 On 27 March 2012 the Government published the National Planning Policy Framework (NPPF) which sets out the Government’s planning policies for England and how these are expected to be applied. The NPPF revokes and replaces a number of documents, including Planning Policy Guidance Note 13: Transport (3 January 2011).
2.1.2 At paragraph 1.4 it is noted that:
“At the heart of the National Planning Policy Framework is a presumption in favour of sustainable development, which should be seen as a golden thread through both plan-making and decision-taking.”
2.1.3 Section 4 of NPPF outlines the Government’s planning policies for promoting sustainable transport. Paragraphs 29 to 30 note:
“Transport policies have an important role to plan in facilitating sustainable development but also in contribution to wider sustainability and health objectives. Smarter use of technologies can reduce the need to travel. The transport system needs to be balanced in favour of sustainable transport modes, giving people a real choice about how they travel. However, the Government recognises that different policies and measures will be required in different communities and opportunities to maximise sustainable transport solutions will vary from urban to rural areas.”
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“Encouragement should be given to solutions which support reductions in greenhouse gas emissions and reduce congestion. In preparing Local Plans, Local Planning Authorities should therefore support a pattern of development which, where reasonable to do so, facilitates the use of sustainable modes of transport.”
2.1.4 At paragraph 32 it is noted:
“All developments that generate significant amounts of movement should be supported by a Transport Statement or Transport Assessment. 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 limit 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.”
2.1.5 At paragraphs 34 to 36 it is noted:
“Plans and decisions should ensure developments that generate significant movement are located where the need to travel will be minimised and the use of sustainable transport modes can be maximised. However this needs to take account of policies set out elsewhere in this Framework, particularly in rural areas.”
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"Plans should protect and exploit opportunities for the use of sustainable transport modes for the movement of goods or people. Therefore, developments should be located and designed where practical to accommodate the efficient delivery of goods and supplies; give priority to pedestrian and cycle movements, and have access to high quality public transport facilities; create safe and secure layouts which minimise conflicts between traffic and cyclists or pedestrians, avoiding street clutter and where appropriate establishing home zones; incorporate facilities for charging plug-in and other ultra-low emission vehicles; and consider the needs of people with disabilities by all modes of transport.”
“A key tool to facilitate this will be a Travel Plan. All developments which generate significant amounts of movement should be required to provide a Travel Plan.”
“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.”
2.2 Transport White Paper 2011 – Department for Transport Creating Growth, Cutting Carbon – Making Sustainable Local Transport Happen
2.2.1 The Transport White Paper and the associated Local Sustainable Transport Fund was launched by the Government in January 2011. It was launched as a significant step forward towards meeting the following two key government objectives. to help create growth in the economy to tackle climate change by cutting our carbon emissions.
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The DfT’s priority for local transport is “Encourage sustainable local travel and economic growth by making public transport and cycling and walking more attractive and effective, promoting lower carbon transport and tackling local road congestion.”
2.2.2 The Paper identifies that ‘The concept of enabling choice following provision of better information and education’ is what the Government’s approach to sustainable travel is all about. The Local Sustainable Transport Fund has been set out with the aim of building strong local economies and to address at a local level the urgent challenges of climate change, delivering cleaner environments, improved safety and increased levels of physical activity. The fund will support local authorities in delivering solutions that tackle the problems of congestion, improve the reliability and predictability of journey times and enhance access to employment with a view of these solutions bringing about changing patterns of travel behaviour with greater use of more sustainable transport modes.
2.2.3 Chapter 4 puts forward the DfT’s approach to encouraging more sustainable transport choices and examines how people might be encouraged to make more sustainable transport choices. The DfT identify the “nudge” concept which works with human behavioural tendencies to encourage “good” choices. Section 4.6 states: “...... in order to identify which intentions local authorities might successfully implement in a local area, it will first be necessary to identify what the transport problems are, and from that, who the “target” market is, and what type of intention would be most likely to influence this market. Previous successful approaches have targeted people at “life changing” moments, for example when they are about to move home and therefore might be reconsidering their transport choices. This approach might involve working together with estate agents.
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Other authorities have targeted residents who, for example, live with are made of a major bus route.”
2.2.4 Paragraph 4.7 states: “However there are limitations in the application of Nudges to promote changes in modal choice, due to the range and complexity of factors that influence modal choice (described in paragraphs 4.1 and 4.2 above). In reality bringing about behaviour change usually requires a package of interventions of which Nudge could be one aspect. This means that in addition to the right nudges being in place, complementary measures are needed.”
2.2.5 Paragraph 4.8 states: “Packages of measures, tailored to the local need, can work extremely well in encouraging people to take up more sustainable transport choices. Packaging enables a broader spectrum of users to be targeted for the benefits of individual initiatives to be considerably enhanced. It is also important to carry out the right level of marketing and information provision to ensure that users are aware of the improvements and to encourage people to think about sustainable travel modes.”
2.3 South Kesteven Local Plan/Core Strategy DPD
2.3.1 The South Kesteven Local Plan was published in 1995. Whilst still in use, many of the Local Plan policies have been superseded by the Core Strategy Development Plan Document (DPD) which was adopted in July 2010. The Core Strategy sets out the vision, objectives, spatial strategy and overarching policies to guide development in the District up to 2026. The Core Strategy forms part of the Local Development Framework for South Kesteven District.
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2.3.2 In terms of transport related issues, the Local Plan and the Core Strategy support and reiterate the aims and objectives set out in the Lincolnshire 3rd Local Transport Plan (2011/12 to 2012/13) which are summarised above. The Local Plan further identifies its main transport objectives as being to: safeguard land required for the construction of major new road schemes intended to provide better traffic flow, overcome local traffic hazards and enhance the environment protect existing town centre public car parks from alternative development ensure that all new development satisfies locally adopted parking standards.
2.4 Site Allocation and Policies DPD: Submission October 2011 – South Kesteven District Council
2.4.1 The Site Allocation and Policies Development Plan Document (DPD) forms part of the South Kesteven Local Development Framework (LDF). Together with the Core Strategy, it will provide the planning framework for the district including the town of Stamford, guiding the location, design, form and use of land and buildings across the district to 2026. The Site Allocation and Policies DPD is in conformity with the spatial strategy and policies included within the Core Strategy, which was adopted in July 2010.
2.4.2 General Objective 8 notes: “Ensure all allocated sites are located in accordance with the spatial strategy and policies of the Core Strategy” and in particular that they 2 maximise the use of existing public transport, cycling pedestrian routes 3 have access to appropriate services and infrastructure.
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2.4.3 Section 3.1 provides a description of Stamford. Paragraph 3.1.2 notes: “Stamford is located adjacent to the strategically important national north-south route, the A1, meaning cities such as Peterborough and Cambridge are commutable and London (100 miles away) within easy reach. There are direct rail services to Cambridge, Birmingham, Peterborough and Stansted Airport, and the east coast main rail network is accessed via Peterborough. The town serves as a service centre for nearby villages, such as Uffington and Great Casterton.” 2.4.4 Under Services and Facilities at paragraph 3.1.5, it is noted that: “Stamford has a full range of facilities, including a hospital and several doctors’ and dentists’ practices. Many of the major national retailers have stores in the town, including branches of the leading supermarkets and the major banks. The town also has many local independent traders providing a variety of goods and services.
2.4.5 Paragraph 3.1.11 to 3.1.13 identifies the following local highways and access issues: 3.1.11 “Whilst north-south access is very well served by the A1, cross town movements are heavily constrained. The historic street pattern in the centre of the town does not lend itself to modern traffic movement and issues of congestion and the capacity of junctions limit development opportunities. Highway and junction improvements will be required within the town centre to ensure safe access to smaller infill and redevelopment sites within the built up part of town.”
3.1.12 “Access to and from larger sites will have more serious implications for the existing network and the capacity of
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junctions. To assess the potential capacity of the existing and future road network to accommodate future traffic and land use changes, Lincolnshire County Council commissioned the development of a traffic model for Stamford. This model has been used to forecast the likely impact of a number of different scenarios for accommodating the town’s housing and employment needs. The recommendations of that report have been used to assess the best sites for allocation from a highways perspective.”
3.1.13 “It should be recognised that all sites are likely to require highway and junction improvements, footway/cycleway improvement provision and, potentially, the provision of a local bus service. All sites have been considered by the Highway Authority and are considered to be acceptable in principle. However, a detailed Traffic Assessment (TA) will be required to identify the specific issues relating to access for each site. The TA should also identify the most appropriate method of resolving any outstanding highway constraints.”
2.4.6 The proposed allocations for housing in Stamford are set out in Policy STM1 and employment allocations in Policy STM2. In addition, a single large urban extension has been allocated to meet the housing and employment needs of the town and these are set out in Policy STM3.
2.4.7 Policy STM3 relates to the proposed mixed use residential/employment urban extension on land between Empingham Road and Tinwell Road. The policy states: “29 ha of land on the western edge of Stamford between Empingham Road and Tinwell Road is allocated as a mixed use urban extension.”
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2.4.8 The development of this site should provide approximately 400 new homes and up to 14 hectares of land for a range of different employment uses including a 10 hectare high quality designed business park (as allocated in STM2 above). Employment opportunities will also be expected to arise from the development of a small local centre within the site which will provide local facilities and shops for the residents of this development and the existing housing areas to the north and east of the site.
2.4.9 Planning permission for the development of any part of the site will not be granted in isolation unless it either: forms part of an outline or detailed planning application or the whole site which is accompanied by a comprehensive masterplan for the whole site or is in accordance with a comprehensive masterplan prepared and adopted as SPD by the District Council.
2.4.10 The masterplan for the site should ensure that development achieves the following key principles: Provides a new access road from Empingham Road through the site to Tinwell Road. Provides a small scale local centre appropriate to the size of the development, which is located as to be of benefit to both new occupants of the site as well as the occupants of existing housing areas to the north and east. Incorporates appropriately planned green infrastructure and landscaping within the design and layout of development to both reduce the impact of development on the landscape and to provide a landscaped corridor between the new. Ensures the design and layout of the development is of a high quality and standard which recognises the importance of this
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location at the entrance to Stamford. Incorporates an appropriate mix of residential tenure and type that respects the surrounding context, including at least 140 affordable homes. Ensures that appropriate education and health facilities are available and, if not, addresses any deficiencies through the provision of an appropriate financial contribution. Secures the provision of good pedestrian and cycle access from and within the site to the local centre, primary and secondary schools, new employment opportunities and the town centre. Incorporates within the development layout appropriate surface water management systems which will ensure that greenfield run-off rates are maintained once the site is developed. Provision of necessary infrastructure improvements required to support the development, including improvements to the waste water transmission network. Ensures that the highest standards of sustainable design and construction are provided in all buildings. The masterplan should be prepared in consultation with the local community.
2.4.11 5.2 sets out the proposed implementation strategy and under Highways paragraphs 5.2.10 to 5.2.11 state: 5.2.10 “Some sites will require highway improvements, which may include footpath and/or cycleway provision, changes to the existing road layout and other changes such as speed limit extensions. Development of large sites, such as those at Stamford and Market Deeping, will require comprehensive schemes and Transport Assessments. However, no major road schemes have been identified by the Highway Authority as being critical to the delivery of any of the allocated sites.
5.2.11
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“The Highways Agency has confirmed that the recent upgrades to the A1 trunk road mean that the amount of development anticipated is not expected to have a significant impact on the operation of the road.”
2.5 Lincolnshire 3rd Local Transport Plan (2011/12 to 2012/13)
2.5.1 The Lincolnshire 3rd Local Transport Plan (setting out the transport strategy and programme for the period 2011/12 to 2012/13) was published in April 2011, along with various supporting documents including the Strategic Environmental Assessment. This publication builds on the progress made during the period of operation of the 2nd LTP.
2.5.2 The 3rd LTP has been developed within the context of various National, Regional and Local frameworks and strategies. The aims of the LTP are to:- deliver accessibility to key services achieve safer roads through engineering, education and enforcement tackle congestion by encouraging non-car modes of travel, promoting the development of travel plans by employers and by constraining car parking improve air quality
2.5.3 In relation to the Stamford area specifically, the main objective of the LTP is to improve sustainable travel within the town with funding through Section 106 agreements.
2.5.4 The LTP identifies that close integration of land-use planning and transport has an important role to play in achieving long-term sustainable development. A key objective of the LTP is also to support the delivery of the economic aspirations in the area.
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2.5.5 To help achieve the longer-term vision for transport, the LTP continues to focus on the overarching transport objectives set out within the LTP2 which were adopted in consultation with stakeholders, other organisations and the public, namely:- to assist the sustainable economic growth of Lincolnshire, and the East Midlands region, through improvements to the transport network to increase public transport usage by improving :- . the quality of vehicles and infrastructure . the reliability, frequency and journey time of services; and . bus/rail integration to improve access to key services by widening travel choices, especially for those without access to a car to make travel for all modes safer and, in particular, reduce the number and severity of road casualties to remove unnecessary HGVs from affected communities through :- . appropriate traffic management measures . highway improvements; and . encouraging the use of alternative modes of transport to maintain the transport system to standards which allow safe and efficient movement of people and goods to protect and enhance the built and natural environment of the county by reducing the adverse impacts of traffic to improve the quality of public spaces for residents, workers and visitors by creating a safe, attractive and accessible environment to enhance air quality, particularly within declared Air Quality Management Areas
2.6 Department for Transport Circular 02/2007 - Planning and the Strategic
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Road Network This circular explains how the Highways Agency , on behalf of the Secretary of State, will participate in all stages of the planning process with Government offices, regional and local planning authorities, local highway/transport authorities, public transport providers and developers to ensure national and regional aims and objectives can be aligned and met.
2.6.1 In respect of dealing with traffic generation from development proposals, paragraph 27 states: “In general terms, Government policy is no longer to attempt to cater for unrestrained road traffic growth. In working with developers, the agency will expect to see proposals that include ways to reduce the traffic impact of the development. Developers can no longer expect that all traffic they might produce will be allowed without restraint. This would lead to ever-increasing congestion, which poses a threat to economic growth and the environment. While the Agency will work with relevant stakeholders and developers in order to promote development, it will need to take into account the impact that such growth will have on the ability of the strategic road network to function effectively.”
2.6.2 At paragraph 33 in respect of demand management it is noted that: “Demand management covers the range of techniques used to reduce traffic generation. Having regard to the guidance set out in PPG13, paragraph 89, developers, working in partnership with local authorities (where appropriate), must submit plans for the implementation and maintenance of measures that will minimise the traffic generated by the development. This is likely to be through travel plans. These will include, but will not be limited to, measures to manage car use, particularly by single occupants. Examples of such techniques may include tailored provision of public transport, car sharing/pooling,
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parking control and the encouragement of cycling and walking.”
2.6.3 In respect of the use of available capacity on the SRN, at paragraph 37 it is noted that: “Where the provision of extra capacity is needed to provide for overall forecast demand throughout the review period (outside of the Agency’s forward programme of works), capacity improvements may be agreed, subject to environmental and deliverability considerations. These improvements will normally be provided at the expense of the developer via the provisions of a Section 278 Agreement, to ensure that local conditions on the strategic road network will be no worse throughout the review period with the development than if it had not taken place.”
2.6.4 At paragraph 38 it is noted that: “Where extra capacity is needed to allow full development to proceed, but cannot be provided under the terms of paragraph 37, the Secretary of State may direct that planning permission not be granted (subject to the principle set out in paragraph 16). However, sustainable development, delivered through access control and demand management techniques, may be allowed to proceed, provided that such measures ensure that the agreed capacity levels are not breached. Agreement with the local highway authority will also be required in these circumstances. Issues relating to the delivery of such developments should be addressed at the RSS/LDF stage.”
2.6.5 With regard to capacity enhancements to the network, paragraph 40 states: “There is a general presumption that there will be no capacity enhancements on routes of strategic national importance purely to accommodate new developments (and these would be
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subject to environmental and deliverability considerations). Capacity enhancements should be identified in the RSS and would not normally be considered as a fresh proposal at the planning application stage. Additional capacity may be considered in the context of the Agency’s forward programme of works. It can only be justified by balancing the needs of motorists and other road users with wider concerns regarding the impact on the environment and the local/regional community.”
2.7 Guidance on Transport Assessment
2.7.1 In March 2007, the Department for Transport published its document entitled ‘Guidance on Transport Assessment’. Paragraph 1.4 notes:- “This document, Guidance on Transport Assessment (GTA), is intended to assist stakeholders in determining whether an assessment may be required and, if so, what the level and scope of that assessment should be. It provides guidance on the content and preparation of Transport Assessments and Transport Statements.”
2.7.2 Paragraph 1.5 notes:- “However, it is not a statement of Government policy and therefore should be read in conjunction with, and in the context of, relevant Government policies, in particular, those relating to transport and planning.”
2.7.3 Within its Policy Context, it is noted that:- “The previous guidance on the assessment of transport implications of development proposals was the Guidelines for Traffic Impact Assessment published by the Institution of Highways and Transportation (IHT) in 1994. However, since the IHT Guidelines were produced, there have been significant
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changes in Government policy. This document brings together the guidance on transport assessment up to date with these changes in Government policy...... ”
2.7.4 Paragraph 1.17 notes:- “The Traffic Management Act 2004 places a network management duty on local traffic authorities in England. They have a duty to manage their road network with a view to securing the expeditious movement of traffic on the authority’s road network, which implies a network that is working efficiently without unnecessary delay to those travelling on it, and facilitating it on road networks for which another authority is the traffic authority.”
2.7.5 Chapter 4 of GTA provides advice on preparing a Transport Assessment. Paragraph 4.3 notes that a Transport Assessment should address the following issues:- Reducing the need to travel, especially by car – ensure at the outset, that thought is given to reduce the need to travel, consider the type of uses (or mix of uses) and the scale of the development in order to promote multiple or linked trips. Sustainable accessibility – promote accessibility by all modes of travel, in particular public transport, cycling and walking; assess the likely travel behaviour or travel pattern to and from the proposed site; and develop appropriate measures to influence travel behaviour. Dealing with residual trips – provide accurate quantitative and qualitative analyses of the predicted impact of residual trips from the proposed development and ensure that suitable measures are proposed to manage these impacts. Mitigation measures – ensure as much as possible that
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the proposed mitigation measures avoid unnecessary physical improvements to highways and promote innovative and sustainable transport solutions.
2.7.6 Under ‘Assessment Years’ at paragraph 4.5.1, it is noted that with respect to the strategic network:- “The key issue is the need to ensure that development proposals strive to achieve nil-detriment (i.e. ‘no worse off’) to the strategic network, for the opening year and appropriate horizon year.” 2.7.7 Paragraphs 4.85 to 4.94 are concerned with transport impacts and mitigation measures. Paragraph 4.85 notes:- “Government transport policy is, wherever possible, to seek alternative solutions to building new roads, by reducing the impact of road users on each other and the environment, improving road performance through improved network management and facilitating smarter journey choices. The presumption should be to give preference where possible to solutions other than the construction of new roads.”
2.7.8 Paragraph 4.90 notes:- “In all cases, the transport mitigation plan or package of measures should focus on maximising sustainable accessibility to the development. At the outset, the mitigation plan should consider measures such as: improvements to development site layout to facilitate walking and cycling as well as accessibility to the local public transport infrastructure; improvements to walking and cycling provisions in the vicinity of the development site; and improvements to the local public transport network.”
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3.0 EXISTING SITE AND SURROUNDING TRANSPORT NETWORK
3.1 The application site is a 29.92 hectare parcel of land some 1.5 kilometres to the west of Stamford town centre. The location of the site in the regional and local context is shown on the plans attached at Appendix BGH1.
3.2 The site is bounded by A606 Empingham Road to the north, existing residential areas to the east, A6121 Tinwell Road to the south and A1(T) to the west. The site is open farmland with existing vehicular and pedestrian access via gated field accesses onto Empingham Road and Tinwell Road. A plan of the application site boundary is attached at Appendix BGH2.
3.3 A606 Empingham Road is an all-purpose distributor road linking Stamford to the east with Empingham and Oakham to the west. Along the site frontage, Empingham Road has a carriageway width of some 6.5 metres with a 2.5 metre wide grass verge to the southern side and a soft landscaped verge of between 2.0 and 4.0 metres with a 2.0 metre wide footway to the north side. It is subject to a 30mph speed limit, is lit and is a bus route.
3.4 Opposite the north-east site boundary, to the north side of Empingham Road, lies the Malcolm Sargent Primary School which takes vehicular and pedestrian access directly from Empingham Road. The school provides a pick up/drop off area for pupils and outside the school there are yellow zigzag no-waiting restrictions and an advisory 20mph speed limit as part of the school safety zone.
3.5 To the east of the application site, Empingham Road provides frontage access to residential properties and provides access to the residential area to the north and south by way of a series of simple priority controlled junctions with the exception of Dickens Drive which is a ghost island layout. Some 1.2 kilometres to the east of the application site, A606 Empingham Road connects with B1081 Scotgate at a simple priority controlled junction where Scotgate is the priority arm.
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3.6 B1081 Scotgate is an arterial route providing access between the town centre and the north-western areas of Stamford. Some 200.0 metres to the east of Empingham Road, Scotgate connects with A6121 North Street and West Street by way of a four-arm traffic signal junction with pedestrian crossing phases across all four arms. A6121 North Street provides access to the area to the north of Stamford and the A6121 Ryhall Road and A16 Uffington Road.
3.7 Some 250.0 metres to the west of Malcolm Sargent Primary School, A606 Empingham Road connects with Arran Road by way of a simple priority layout controlled junction. Arran Road runs north to south between A606 Empingham Road and B1081 Old Great North Road and provides access to the residential areas between these two corridors. It has a 7.3 metre wide carriageway with a 1.5 metre wide grass verge and 2.0 metre wide footways to both sides.
3.8 Some 170.0 metres to the west of Arran Road/A606 Empingham Road, Empingham Road connects with the A1(T) by way of a grade separated junction arrangement. At the junction A606 becomes subject to a 60mph speed limit and connects with the A1 slip roads by way of a simple priority layout controlled junction where Empingham Road is the priority arm.
3.9 On the A1 southbound off/on compact connector roads, a simple priority junction provides access to Primrose Way and residential areas to the north. On the A1 northbound compact connector road, Casterton Lane forms a simple priority junction and connects with the village of Tinwell to the south and the A6121 Tinwell Road.
3.10 To the west of A1(T), A606 Empingham Road provides access to Empingham and Oakham.
3.11 The A1(T) is an all purpose dual carriageway subject to a 70mph speed limit and forms part of the national strategic road network and is the responsibility of the Highways Agency. It runs north to south linking Berwick upon Tweed to the north with London to the south. The section of the A1(T) in the vicinity of
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Stamford was upgraded within the last five years with replacement of at grade junctions with grade separated junctions including the former B1081 London Road/A1 at grade roundabout to the south of Stamford. In the vicinity of the application site it is unlit.
3.12 To the south of the site is A6121 Tinwell Road which is an all purpose distributor road linking Stamford to the east with the A1(T), Tinwell and Ketton to the west. Along the site frontage, A6121 Tinwell Road has a carriageway width of 7.3 metres with a 2.5 metre grassed verge and a 1.5 metre wide footway to the northern side and a wide grassed verge to the southern side. It is subject to a 40mph speed limit, is lit and is a bus route.
3.13 To the east of the application site, A6121 Tinwell Road provides frontage access to residential properties and access to the residential areas located between Tinwell Road and Empingham Road by way of a series of simple priority controlled junctions. At the junction with Roman Bank the speed limit on Tinwell Road changes from 40mph to 30mph. Between the junctions with Roman Bank and West Street, Tinwell Road has a carriageway width of some 9.0 metres with on-street residential parking at both sides. A6121 Tinwell Road connects with A6121 West Street by way of a three-arm mini-roundabout junction. A6121 West Street performs the function of an all-purpose distributor type road that connects with B1081 Scotgate/A6121 North Street traffic signal junction. West Street and North Street provide a west to east route around the northern side of Stamford town centre. From the West Street/Tinwell Road junction, Tinwell Road continues east and provides access around the southern side of the town centre connecting with A43 Kettering Road and B1081 London Road.
3.14 At the western site boundary, Tinwell Road connects with A1(T) by way of an all-movement compact grade separated junction arrangement. The compact connector roads form simple priority layout junction arrangements with A6121 Tinwell Road.
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3.15 To the east of the application site both Empingham Road and Tinwell Road are subject to a weight restriction of 7.5 tonnes except for loading.
Public Transport 3.16 Both Empingham Road and Tinwell Road are bus routes and there are existing bus stops along the site frontage to Empingham Road with the bus stops on Tinwell Road located just to the east of the frontage in the vicinity of the junction with Exeter Gardens. The existing residential area to the east of the site is served by buses with stops on Hambleton Road and Lonsdale Road. Empingham Road is used by services 9 and 201, which, between them, provide two buses per hour into and out of Stamford town centre. The nearest bus stops are approximately 400.0 metres from the centre of the site. Services 12 and 182 use Tinwell Road. Plans highlighting the existing bus services passing the site and a summary of typical weekly frequencies are shown at Appendix BGH3.
Operational Characteristics of the Local Highway Network 3.17 The existing operational characteristics of the local highway network have been established using a combination of the output data from the Strategic VISUM Transport Model for Stamford, traffic surveys commissioned at the A606 Empingham Road/A1(T) and A6121 Tinwell Road/A1(T) junctions and data for the A1(T) obtained through the Highways Agency TRAD database.
3.18 As noted earlier in paragraph 3.11.12 of the DPD the Strategic VISUM Stamford Transport Model was developed by Lincolnshire County Council to test various traffic and land use scenarios in Stamford as part of South Kesteven District Council’s Local Development Framework. The model has been validated to a 2009 base year. The model has been developed to focus on the town of Stamford and it has limitations with regard to the modelling of the A1(T). Therefore, to supplement the VISUM modelling output, full classified turning count surveys have been carried out at the following junctions:
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A1 Junction Counts
Junction Day/Date Duration Type
A606 Empingham 07:00hrs-10:00hrs Full classified Tuesday 28/09/10 Road/A1(T) 15:00hrs-19:00hrs turning count A6121 Tinwell 07:00hrs-10:00hrs Full classified Tuesday 28/09/10 Road/A1(T) 15:00hrs-19:00hrs turning count
3.19 The morning and evening peak hour VISUM 2009 base year data and A606 Empingham Road/A1(T) and A6121 Tinwell Road/A1(T) turning count survey results are summarised on the diagrams at Appendix BGH4. The table below summarises the existing two-way peak hour traffic flows on the local highway network.
Existing Peak Hour Traffic Flows
Morning Peak Hour Evening Peak Hour
Total Total HGVs HGVs Vehicles Vehicles A606 Empingham Road (between A1 738 9 685 2 and Roman Bank) A6121 Tinwell Road (between A1 and 877 10 881 2 Roman Bank
B1081 Scotgate 810 9 1061 4
A6121 West Street 628 6 686 2
A6121 North Street 915 9 1039 10
A1(T) (between A606 Empingham Road and 3084 678 2543 610 A6121 Tinwell Road) A1(T) (north of A606 3337 700 2700 648 Empingham Road)
A1(T) (south of A6121 3379 710 2681 686 Tinwell Road)
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3.20 TA79/99 ‘Traffic Capacity of Urban Roads’ sets out the capacity for varying standards of urban roads and TA46/97 ‘Traffic Flow Ranges for Use in the Assessment of New Roads’ sets out the capacity of rural roads. Set out below is a summary of the classification for the roads surrounding the application site together with the appropriate capacities and existing maximum peak hour flows for each link.
Summary of Existing TA79/99 and TA46/97, TD22/06 Link Capacity Two-way Capacity Existing Peak Classification (vehicles per hour) Two-way Flow Urban Links A606 Empingham Road (between A1 UAP3 1850 738 and Roman Bank) A6121 Tinwell Road (between A1 and UAP2 2450 881 Roman Bank)
B1081 Scotgate UAP3 2167 1061
A6121 West Street UAP3 2167 686
A6121 North Street UAP3 2167 1039
Rural Links A606 /A1(T) Southbound - 1600 538 connector road A606 /A1(T) Northbound - 1600 350 connector road A6121 /A1(T) Northbound - 1600 535 connector road A6121 /A1(T) Southbound - 1600 327 connector road
A1(T) - 6400 3379
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The table above shows that all highway links are operating well within their highway link capacities.
3.21 In order to establish the existing operational characteristics of the junctions on the local highway network the priority junctions have been modelled using PICADY5 computer program, the roundabouts using ARCADY6 and the traffic signal junctions using LINSIG3. The results have been validated against site observations during the peak periods with the full output files attached on CD at Appendix BGH5.
3.22 A606 Empingham Road/B1081 Scotgate/Newcomb Court Priority Junction
PICADY5 Summary Results
Existing Flows Movement Morning Peak Hour Evening Peak Hour RFC Queue RFC Queue
Empingham Road 0.328 0 0.501 1
Scotgate 0.000 0 0.000 0
Newcomb Court 0.000 0 0.000 0
B1081 Casterton 0.440 1 0.134 0 Road
The results show that the junction is operating well within its capacity with a maximum ration of flow to capacity (RFC) of 0.501 turning out of Empingham Road during the evening peak hour. A Value of 0.85 indicates that continuous queues should not occur during 39 out of 40 peak periods. It can therefore be seen that only the occasional vehicle has to wait at the junction during either the morning or evening peak periods.
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3.23 Roman Bank/A606 Empingham Road Priority Junction
PICADY5 Summary Results
Morning Peak Hour Evening Peak Hour Movement RFC Queue RFC Queue Left and right turn out 0.081 0 0.245 0 of Roman Bank Right turn into Roman 0.383 1 0.166 0 Bank
The results show that the junction is operating well within its capacity with a maximum ratio of flow to capacity (RFC) of 0.383 on the right turn into Roman Bank during the morning peak hour.
3.24 B1081 Scotgate/A6121 West Street/A6121 North Street Signalised Junction
LINSIG Summary Results
Morning Peak Hour Evening Peak Hour Link Degree of Degree of Queue Queue Saturation Saturation A6121 West Street 92.2 12 75.0 7
Scotgate West 94.6 18 81.7 12
A6121 North Street 58.6 8 84.5 14
Scotgate East 63.8 4 57.3 7
The results show that the junction is operating near to capacity during the morning peak hour with maximum queues of some 18 passenger car units (pcus) on Scotgate West.
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3.25 Arran Road/A606 Empingham Road Priority Junction
PICADY5 Summary Results
Morning Peak Hour Evening Peak Hour Movement RFC Queue RFC Queue Left turn out of Arran 0.176 0 0.129 0 Road Right turn out of Arran 0.468 1 0.121 0 Road Right turn into Arran 0.148 0 0.152 0 Road
The results show that the junction is operating well within capacity with a maximum RFC of 0.467 on the right turn out of Arran Road during the morning peak hour.
3.26 A606 Empingham Road/A1 Southbound Connector Roads
PICADY5 Summary Results
Morning Peak Hour Evening Peak Hour Movement RFC Queue RFC Queue Left turn out of A1 0.361 1 0.430 1 Connector Road Right turn out of A1 0.256 0 0.260 0 Connector Road Right turn into A1 0.332 1 0.255 1 Connector Road
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3.27 A606 Empingham Road/A1 Northbound Connector Roads
PICADY5 Summary Results
Morning Peak Hour Evening Peak Hour Movement RFC Queue RFC Queue Left turn out of A1 0.176 0 0.172 0 Connector Road Right turn out of A1 0.189 0 0.216 0 Connector Road Right turn into A1 0.335 1 0.240 0 Connector Road
The results show that the A606 Empingham Road/A1(T) junction is operating well within capacity with nominal queues and delays.
3.28 Roman Bank/A6121 Tinwell Road/Waterfurlong Priority Junction
PICADY5 Summary Results
Morning Peak Hour Evening Peak Hour Movement RFC Queue RFC Queue
Waterfurlong 0.000 0 0.000 0
Tinwell Road East 0.131 0 0.287 0
Roman Bank 0.425 1 0.161 1
Tinwell Road West 0.000 0 0.000 0
The results show the junction is operating well within capacity during both the morning and evening peak hours.
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3.29 A6121 Tinwell Road/A6121 West Street Mini-Roundabout
ARCADY6 Summary Results
Morning Peak Hour Evening Peak Hour Movement RFC Queue RFC Queue
A6121 West Street 0.370 1 0.249 0
Tinwell Road 0.161 0 0.207 0
A6121 Tinwell Road 0.464 1 0.421 1
The results show that the new roundabout junction is operating well within capacity during the morning and evening peak hours.
3.30 A6121 Tinwell Road/A1 Southbound Connector Road Priority Junction
PICADY5 Summary Results
Morning Peak Hour Evening Peak Hour Movement RFC Queue RFC Queue Left turn out of A1 0.410 1 0.336 1 Connector Road Right turn out of A1 0.350 1 0.319 0 Connector Road Right turn into A1 0.580 2 0.551 2 Connector Road
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3.31 A6121 Tinwell Road/A1 Northbound Connector Road Priority Junction
PICADY5 Summary Results
Morning Peak Hour Evening Peak Hour Movement RFC Queue RFC Queue Left turn out of A1 0.243 0 0.258 0 Connector Road Right turn out of A1 0.186 0 0.149 0 Connector Road Right turn into A1 0.203 0 0.198 0 Connector Road
The results show that the A6121 Tinwell Road/A1(T) junction is operating well within capacity during both the morning and evening peak periods.
3.32 In order to ascertain the existing modal split of journey to work trips in the local area, the census data has been interrogated for the St John ward. The ward census data is attached at Appendix BGH6 and summarised in the table below. Modal Split of Trips to/from St John Ward
% Split Mode of Travel Journeys to Journeys from Foot 11% 6% Cycle 5% 5% Motorcycle 0% 2% Bus 0% 2% Train 1% 2% Car Driver* 78% 76% Car Passenger 5% 7% Total 100% 100% *includes taxi
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3.33 The personal injury accidents records for the five year period from 01/10/2006 to 30/09/2011 for the highway network within the scope of study is attached at Appendix BGH7 and can be summarised as follows: a) On the A606 Empingham Road along the site frontage, there have been two slight accidents. One occurred outside the Malcolm Sargent Primary School at 16:43 and involved a rear end shunt collision between two cars waiting to overtake a stationary van with its hazard warning lights on. The second occurred midway between Arran Road and Malcolm Sargent Primary School and was a single vehicle collision involving a car veering across the carriageway and colliding with a tree in the verge. A possible contributor factor is identified as impaired by drugs. b) Between Malcolm Sargent Primary School and Roman Bank there have been no recorded collisions on A606 Empingham Road. c) At the A606 Empingham Road/A1081 Scotgate junction there has been a single slight collision. d) At the Scotgate/North Street/West Street there have been seven slight accidents. e) At the Arran Road/a606 Empingham Road there have been two slight collisions. f) 100.0 metres to the east of the A1 a serious collision occurred on A606 Empingham Road involving a pedestrian. The contributory factor is identified as being very likely as a result of impairment by alcohol. g) At the A606/A1 junction one slight collision has occurred. h) There have been no recorded collisions on the A1(T) at or between the junctions with A606 Empingham Road and A6121 Tinwell Road. i) There have been no recorded collisions on A6121 Tinwell Road between the A1(T) and the junction with Roman Bank. j) At the Roman Bank/A6121 Tinwell Road one serious collision has occurred. This involved a car turning right into Roman Bank colliding with a motorcycle.
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3.34 In summary, within the study area, there have been only two serious collisions and no fatalities over the last five years. The accident records show that there are no junction layout or highway characteristics which materially adversely affect road safety.
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4.0 THE PROPOSED DEVELOPMENT
4.1 The planning application by Commercial Estates Group seeks outline planning permission for residential, employment and ancillary uses on land between A606 Empingham Road and A6121 Tinwell Road to the west of Stamford. An illustrative masterplan showing how the site may be developed in the future is attached at Appendix BGH8.
4.2 For Transport Assessment purposes, it has been assumed that the proposed development will comprise the following uses: 400 residential units 40,000 square metres of employment on a 10ha business park A 1ha mixed use centre
4.3 The proposed site access arrangements onto Empingham Road and Tinwell Road are shown on the plans at Appendix BGH9. The employment uses will be located in the north-west area of the application site adjacent to the A1(T). It is proposed that the primary vehicular and pedestrian access into the employment site will be via a four-arm compact roundabout junction located at the existing Arran Road/Empingham Road junction. To enhance pedestrian/cycling accessibility links to/from the north of Empingham Road it is proposed to introduce a signalised Toucan crossing on Empingham Road some 30.0 metres to the east of the proposed compact roundabout.
4.4 To the east of the proposed compact roundabout, two further simple priority controlled junctions are proposed one to serve the Local Centre and the other to serve the residential development. The local centre access is located to the west of Malcolm Sargent Primary School and the access to the east of the school with a further Toucan crossing proposed on Empingham Road outside the school. The objective of providing two residential accesses to the east and west of the school is to minimise the impact of development generated vehicular trips on Empingham Road outside the school.
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4.5 A simple priority junction on Tinwell Road 120.0 metres to the west of the A1 junction is also proposed to serve the residential area of the site.
4.6 Within the site, a network of streets based upon the recommendations set out in the Department for Transport publication ‘Manual for Streets’ will be designed to achieve a design speed of 20mph and also to accommodate a bus service to ensure the site is penetrable by public transport and existing or new services can be extended into the site. The southern access onto Tinwell Road will be connected to the northern accesses onto Empingham Road by a network of streets to provide a permeable site layout to encourage good accessibility for all modes of travel. The internal road layout will be subject to reserved matters permission.
4.7 The site will be linked to the existing pedestrian/cyclist network through the provision of new footways/cycleways along Empingham Road and Tinwell Road that tie into the existing network. There is also potential to provide Pedestrian/cyclist links onto Launde Gardens and Cottesmore Road to the east of the application site.
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5.0 SUSTAINABLE TRANSPORT ISSUES AND TRAVEL PLAN MEASURES
5.1 Promoting the use of alternative modes of travel to the private car is central to the proposed development. Proposals for the site have been developed with the overarching aim of ensuring that facilities and amenities on the site provide not only for future residents and employees on the site but also provide for the site’s neighbours.
5.2 To achieve this objective, a wide range of proposals have been developed. By proposing improvements and promoting infrastructure improvements and the use of public transport, cycling and walking it will encourage sustainable travel and hence manage and minimise the demand for car travel to/from the development proposals onto the local highway network including the A1(T).
5.3 As well as reducing the traffic impact of the site, promoting a range of travel option behaviour changes will enhance the quality of life for residents and employees in the local area. Increased levels of cycling and walking have been shown to lead to health benefits in the community.
5.4 Buses 5.4.1 The Institution of Highways and Transportation publication ‘Guidelines for Planning for Public Transport in Developments’ also sets out that new developments should be located so that walking distances to the nearest bus stop are less than 400 metres outside of city centres or 200 metres within city centres. It concludes that it is more important to provide services that are easy to understand and attractive to use, rather than seek to comply in absolute terms with arbitrary criteria for walk distances. The Guidelines recognise that direct, frequent and easily understood services are more important than a few metres of walking distance.
5.4.2 There are several bus stops within the recommended 400.0 metres walking distance from the centre of the site as shown on the plan
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attached at Appendix BGH10. The main public transport corridor in the vicinity of the site is A606 Empingham Road with bus stops currently on the site frontage. There are also bus stops located on Tinwell Road and Lonsdale Road. A summary of the services using these bus stops is attached at Appendix BGH3
5.4.3 Within the development the layout of the highway network will be designed to allow bus services to penetrate the site, to allow existing or new services to drive through the site. Initial discussions have been held with the local bus operators regarding the application proposals.
5.5 Walking 5.5.1 As regards walking to local facilities, the Institution of Highways and Transportation – ‘Guidelines for Providing for Journeys on Foot’ sets out the following suggested acceptable walking distances to and from developments for commuting/school and other journeys.
Trip Purpose
Commuting/School Other Desirable Maximum 500 metres 400 metres Distance Acceptable 1,000 metres 800 metres Maximum Distance Preferred Maximum 2,000 metres 1,200 metres Distance
Furthermore, ‘Better Places to Live – A Companion Guide to PPG3’, states that residents can access, comfortably on foot, facilities within an 800 metre walking distance. Also, the revoked PPG13 advises that walking will be the predominant mode of transport for journeys of less than 1.6 kilometres.
5.5.2 The proposed development will provide a network of streets and convenient pedestrian links between the various proposed uses to encourage walking trips. The proposed development will also include
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ancillary uses to ensure local services are within a convenient walking distance of the proposed development and existing residential areas immediately adjacent to the site.
5.5.3 The plan at Appendix BGH11 shows the 800 metre, 1,200 metre and 2,000 metre walking catchment areas from the centre of the application site. Within the 800 metre catchment area lie the proposed local centre, proposed employment areas and Malcolm Sargent Primary School.
5.5.4 The proposed development site is well connected to local amenities by a network of good footways that are well lit. To further encourage walking trips, it is proposed that a signalised ‘Toucan’ crossing is provided on Empingham Road in the vicinity of the access to Malcolm Sargent Primary School. This facility will provide a safe crossing point for pupils accessing the school and also for residents of the existing housing to the north of Empingham Road accessing the proposed facilities on the development.
5.6 Cycling 5.6.1 With regard to cycling, the revoked PPG13 advises that cycling has the potential to substitute for short car trips, particularly those under 5.0 kilometres. The plan at Appendix BGH12 demonstrates that within 5.0 kilometres of the application site lies all of the urban area of Stamford along with the villages of Great Casterton, Ryhall, Tinwell and Ketton. For leisure trips, the eastern edge of Rutland Water lies within the 8.0 kilometre catchment and National Cycle Route 63 connects Stamford to Rutland Water and Oakham running along Empingham Road.
5.6.2 Therefore there is a large catchment of potential employees living within a reasonable cycling distance from the site along with numerous employment opportunities within reasonable cycling distances for residents. Stamford Railway Station is well within the 5.0 kilometre
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cycling catchment area and there is secure covered cycle parking provided at the station.
5.7 In summary the proposed development is located in a sustainable location consistent with local and national sustainable travel policies and will therefore provide the opportunity for sustainable travel and reduce the need to travel by private car.
Travel Plan Measures 5.8 A Travel Plan is submitted with the planning application. A Travel Plan is defined as a ‘...... package of measures aimed at promoting sustainable travel within an organisation or community with an emphasis on reducing reliance on car travel.’
5.9 The development of the Travel Plan for the site reflects changes in national and local transport policy aimed at influencing travel behaviour towards more sustainable options via Travel Plan measures. These policy documents make it clear that simply building new roads to accommodate an ever increasing demand for car travel is not a sustainable option. Instead, we need to make use of the infrastructure we have – both road and public transport – to reduce the overall dependency on the private car.
5.10 Under the policy framework, organisations have been required to play their part by preparing Travel Plans to encourage change in travel patterns for both journeys to work and for journeys made in the course of work. For the proposed development at Stamford West, the Travel Plan will be used to facilitate the maximisation for more sustainable modes (including public transport, cycling and walking) as opposed to car based travel.
5.11 The developer wishes to encourage everyone who visits Stamford West whether as a resident, employee or a visitor to make sustainable travel choices. They are committed to working with Lincolnshire County Council, and
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transport operators to assist in delivering a transport network to provide that transport choice.
5.12 The development will have one overarching Travel Plan policy, and within this, develop an individual Travel Plan for each of the proposed uses to take account of the individual needs of each type of occupier. The Travel Plan will address all of the travel elements associated with the proposed uses, including residents, employee and visitor travel, as well as for example deliveries made to the site.
5.13 This section of the report sets out the framework for the development of the Travel Plan at Stamford West, and the intended timescale for further development of the detailed elements.
5.14 The overriding objective of the Stamford West Travel Plan is to reduce the impact of residents, employees and visitors travelling to and from the site on the local environment and on the local road network.
5.15 The specific objectives set for the Travel Plan are: To maximise the opportunities for residents, employees and visitors to travel to the site using transport modes other than the private car; and To be complimentary to the efficient operation of the Stamford West site.
5.16 The proposed Travel Plan measures are summarised as follows further details and background information can be found in the separate full Travel Plan document.
Implications of Travel Plan measures on traffic generation at Stamford West 5.17 The measures proposed above represent a significant effort by Commercial Estates Group Limited to make travel to and from Stamford West as sustainable as possible. Implementing wide reaching softer measures in conjunction with the proposed infrastructure in advance of and during the
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occupation of the site will have a significant impact on the level of traffic generation associated with the site.
5.18 The overall impact of introducing a comprehensive Travel Plan on traffic generation varies widely from site to site depending on their individual characteristics and the package of measures introduced. Evidence presented in the Travel Plan suggests peak commuter car trips can be reduced by around 20% through the aggressive implementation of a package of soft measures. Evidence of the impact of Travel Plans in a residential environment is less comprehensive, although measures such as the provision of a cycle to each household and travel passes to residents in the early years of the development will have a significant travel impact on travel patterns and discourage car use.
5.19 Financial benefits will be supported by the provision of local travel and community information to all households and the production of personalised journey planning to new residents. A combination of these different types of measure will ensure a wide base of residents and employees will engage with the initiatives and will all help to promote sustainable travel to and from the site.
5.20 The Travel Plan sets out interim modal split targets that identify a potential 15% reduction in car commuter trips as a result of the proposed measures.
5.21 The proposed sustainable transport measures are fully consistent with Department for Transport advice on demand management as set out in the Advice Note ‘Building Sustainable Transport into New Developments: A menu of Options for Growth Points and Eco Towns’ dated April 2008.
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6.0 DEVELOPMENT TRIP GENERATION
6.1 The trip generation for the proposed development has been established using the industry standard Trip Rate Information Computer System (TRICS) database.
Residential 6.2 Under the ‘Houses Privately Owned’ category the following average and 85%ile vehicle trip rates have been derived with the full TRICS output attached at Appendix BGH13.
Residential Vehicle Trip Rate per Dwelling
Morning Peak Hour Evening Peak Hour
Arrivals Departures Total Arrivals Departures Total Average 0.148 0.370 0.518 0.364 0.228 0.592 trip rates 85%ile trip 0.2 0.5 0.7 0.405 0.369 0.774 rates
Applying the derived trip rates above to a development of 400 houses will generate the vehicle trips set out below.
Predicted Residential Generated Vehicular Trips
Morning Peak Hour Evening Peak Hour 400 Houses Arrivals Departures Total Arrivals Departures Total Average 59 148 207 146 91 237 trip rates 85%ile trip 80 200 280 162 148 310 rates
Using the modal splits identified at paragraph 3.32 and based upon the average trip rates the table below shows the predicted residential generated trips by all modes of travel.
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Predicted Residential Generated Trips by Mode of Travel
Morning Peak Hour Evening Peak Hour Model of Travel Arrivals Departures Total Arrivals Departures Total
Foot 5 12 17 12 7 19
Cycle 4 10 14 10 6 16
Motorcycle 2 4 6 4 2 6
Bus 2 4 6 4 2 6
Train 2 4 6 4 2 6
Car Driver 59 148 207 146 91 237 Car 6 14 20 13 8 21 Passenger Total 78 195 273 192 120 312
Employment 6.3 Under the ‘Business Park’ category, the following average and 85%ile vehicle trips rates have been derived with the full TRICS output attached at Appendix BGH14.
Employment Vehicle Trip Rates per 100 Square Metres Gross Floor Area
Morning Peak Hour Evening Peak Hour
Arrivals Departures Total Arrivals Departures Total Average 1.426 0.269 1.695 0.189 1.15 1.339 trip rates 85%ile trip 2.162 0.243 2.405 0.191 1.842 2.033 rates
Applying the derived employment trip rates to a development of 40,000 square metres gross floor area will generate the vehicle trips set out below.
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Predicted Employment Generated Vehicular Trips
40,000 Morning Peak Hour Evening Peak Hour square metres Arrivals Departures Total Arrivals Departures Total Average 570 108 678 76 460 536 trip rates 85%ile trip 865 97 962 76 737 813 rates
Using the modal splits identified at paragraph 3.32 and based upon the average trip rates the table below shows the predicted employment generated trips by all modes of travel.
Predicted Employment Generated Trips by Mode of Travel
Morning Peak Hour Evening Peak Hour Model of Travel Arrivals Departures Total Arrivals Departures Total
Foot 80 15 95 11 65 76
Cycle 37 7 45 5 89 94
Motorcycle 0 7 7 0 5 5
Bus 0 0 0 0 0 0
Train 7 1 8 1 6 7
Car Driver 570 108 678 76 460 536 Car 37 7 44 4 30 34 Passenger Total 731 138 869 97 590 687
Ancillary Uses 6.4 The proposed ancillary uses will serve the proposed and existing surrounding residential areas. The trip rates and generated trips identified for the proposed residential and employment uses in paragraphs 6.2 and 6.3 will include trips visiting ancillary uses. As the ancillary uses will be provided within the site, in
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effect they will reduce the number of development generated movements on the offsite highway network. However, to ensure a robust assessment of the development generated trips, they have not been discounted to reflect the ancillary uses to be provided within the site. Furthermore, the ancillary uses will encourage greater sustainable trip patterns generated by the existing surrounding residential areas as there is currently a lack of such facilities in the western area of Stamford. The existing residential area generated trips to/from these ancillary uses will already be on the network. It is concluded therefore that it is unnecessary to explicitly include trips to/from the proposed ancillary uses within the Transport Assessment.
Combined Development 6.5 The table below shows the combined trip generation of the proposed residential and employment uses using average trip rates.
Predicted Total Development Generated Trips
Morning Peak Hour Evening Peak Hour Model of Travel Arrivals Departures Total Arrivals Departures Total
Foot 85 27 112 23 72 95
Cycle 41 17 59 15 95 110
Motorcycle 2 11 13 4 7 11
Bus 2 4 6 4 2 6
Train 9 5 14 5 8 13
Car Driver 629 256 885 222 551 773 Car 43 21 64 17 38 55 Passenger Total 811 341 1152 290 773 1063
6.6 In order to ensure a robust traffic impact assessment of the residual traffic likely to be generated by the proposed development, no allowance has been
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made for the reduction in trips likely to arise from sustainable transport measures set out in the Travel Plan. Furthermore, the trip rates assume there are no internal site trips between the employment and residential uses and they have not been discounted to reflect the proposed ancillary uses. Set out below is the distribution methodology for the proposed employment and residential uses.
Residential Distribution 6.7 The likely distribution of the residential generated vehicle trips has been established using trip matrices data from the Strategic VISUM Transport Model. Following discussions with officers at Lincolnshire County Council, it has been agreed that the Stamford VISUM Model is the most appropriate tool for calculating the distribution as it includes for varying trip purposes such as journey to work, school and shopping trips. Set out in the table below is a summary of the distribution of residential trips based upon the AM plus PM matrices.
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Empingham Road, Stamford Transport Assessment
Origin/Destination Sector Direction Distribution Total Sector Description
Outbound Trips 1 Zone 90002 Residential 8%
2 Within Stamford 40%
3 A1 North of Stamford 7%
4 A1 South of Stamford 14% Zones East of A1 Outside 5 17% Stamford Zones West of A1 Outside 6 12% Stamford Urban Extension Zones 7 1% 100% within and around Stamford Inbound trips 1 Zone 90002 Residential 7%
2 Within Stamford 43%
3 A1 North of Stamford 10%
4 A1 South of Stamford 9% Zones East of A1 Outside 5 17% Stamford Zones West of A1 Outside 6 13% Stamford Urban Extension Zones 7 1% 100% within and around Stamford
Employment Distribution 6.8 The employment distribution within the VISUM model indicates that no trips will have an origin/destination on the A1 south of Stamford. Given the close proximity of the site to the A1 and the nearby large town of Peterborough, this distribution is not considered to be realistic for the purpose of this Transport Assessment. Therefore, a distribution based upon journey to work census data for trips to Stamford (i.e. wards All Saints, St Georges, St Marys and Stamford St John) has been calculated and this is set out below with the full ward data attached at Appendix BGH15.
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Empingham Road, Stamford Transport Assessment
Origin/Destination Sector Direction Distribution Sector Description Outbound and 1 Zone 90002 Residential - Inbound Trips 2 Within Stamford 69%
3 A1 North of Stamford 6%
4 A1 South of Stamford 7% Zones East of A1 Outside 5 6% Stamford Zones West of A1 Outside 6 4% Stamford Urban Extension Zones 7 - within and around Stamford - North of Stamford (non A1) 8%
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Empingham Road, Stamford Transport Assessment
7.0 ASSESSMENT OF TRANSPORT IMPACT
7.1 To assess the impact of the development generated vehicular trips, the Stamford VISUM Traffic Model has been used to establish forecast ‘Do Minimum’ and ‘Do Something’ traffic flows on the highway network. The ‘Do Minimum’ is the forecast situation without development at Stamford West and the ‘Do Something’ is with development at Stamford West. Mouchel, Lincolnshire County Council Strategic modelling framework consultants were commissioned by Bryan G Hall on behalf of Commercial Estates Group (applicants) to undertake several model runs to establish the forecast morning and evening peak hour traffic flows as a result of the proposed development land uses set out in Section 4.0.
7.2 Prior to commissioning Mouchel to undertake the modelling work, extensive discussions took place with Mouchel and Lincolnshire County Council to agree the input parameters into the model. The following input parameters have been agreed with Lincolnshire County Council with the Highways Agency copied in on the pre-modelling input parameter exercise discussions. Average and 85%ile residential and employment trip rates set out in paragraphs 6.2 and 6.3 to be used. The residential and employment distributions set out in paragraphs 6.7 and 6.8 to be used. A forecast year of 2026. A 2026 Do Minimum scenario that includes urban redevelopment sites and committed developments and Tempro 6.2 forecasts. The Tempro 6.2 forecasts growth rates have been adjusted to reflect the urban redevelopment sites and committed developments in order to avoid double counting of trips. A list of these sites is attached at Appendix BGH16. A 2026 Do Something scenario that includes the urban extension in West Stamford (Empingham Road) is completed, along with the considered urban redevelopment sites and the committed developments. Development site access arrangements as per the layout attached at Appendix BGH9.
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Empingham Road, Stamford Transport Assessment
7.3 Using the input parameters identified above, Mouchel ran the VISUM model and produced forecast morning and evening peak hour turning movements on the network. It was also possible to extract from the model assigned residential and employment generated trips and these have been reproduced on the traffic diagrams attached at Appendix BGH17.
7.4 As has already been acknowledged, the Stamford Traffic Model was not designed to test the impact of the development generated traffic on the A1(T). Therefore, in order to ensure a suitable impact assessment upon the A1(T), including the junctions with A606 Empingham Road and A6121 Tinwell Road, the assigned development generated trips at Appendix BGH17 have been manually added to the 2010 survey results at these junctions with the A1 through movements growthed to 2026 using NTM Tempro forecasts. The combined 2026 Do Minimum and 2026 Do Something forecast traffic movements are shown on the diagrams at Appendix BGH18. Comparing the 2026 Do Minimum with the 2026 Do Something flows, it can be seen at 2026 that the following increases will occur as a result of the development on the surrounding highway network.
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Summary of Two-Way Traffic Flow Changes at 2026
Morning Peak Hour Evening Peak Hour
Total Total % Change % Change Vehicles Vehicles A606 Empingham Road (between A1 +228 +31% +200 +28% and Roman Bank) A6121 Tinwell Road (between A1 and +238 +26% +23 +2% Roman Bank)
B1081 Scotgate +60 +8% -22 -2%
A6121 West Street -50 -7% +25 +3%
A1(T) (between A606 Empingham Road and +126 +3% +90 +3% A6121 Tinwell Road) A1(T) (north of A606 +59 +2% +175 +5% Empingham Road)
A1(T) (south of A6121 +172 +4% +151 +4% Tinwell Road)
It can be seen from the summary table that the VISUM model forecasts that the development will increase traffic levels on the A1(T) in the order of 2 to 5% during the peak hours. On the local roads, the largest increases occur on A606 Empingham Road.
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7.5 Below is a summary of the predicted 2026 peak hour two-way link flows after development together with their appropriate traffic carrying capacities.
2026 Predicted Two-way Capacity Classification Peak Two-way (vehicles per hour) Flow Urban Links A606 Empingham Road (between A1 UAP3 1850 961 and Raven Bank) A6121 Tinwell Road (between A1 and UAP2 2450 1162 Raven Bank)
B1081 Scotgate UAP3 2167 1052
A6121 West Street UAP3 2167 808
Rural Links A606 /A1 Southbound - 1600 672 connector road A606 /A1 Northbound - 1600 456 connector road A6121 /A1 Northbound - 1600 436 connector road A6121 /A1 Southbound - 1600 647 connector road
A1(T) - 6400 2756
The table shows all links will continue to operate well within capacity.
7.6 The traffic capacity of the proposed site access junctions onto A606 Empingham Road and A6121 Tinwell Road have been assessed using the 2026 Do Something average trip rate forecast flows. Model results are contained on the CD at Appendix BGH5.
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7.7 Employment Access/A606 Empingham Road/Arran Road Compact Roundabout
ARCADY Summary Results Morning Peak Hour Evening Peak Hour Arm RFC Queue RFC Queue Arran Road 0.547 1 0.146 0 A606 Empingham 0.655 2 0.354 1 Road (East) Site Access 0.139 0 0.547 1 A606 Empingham 0.512 1 0.577 1 Road (West)
7.8 Western Residential Access/A606 Empingham Road Priority Junction
PICADY5 Summary Results Morning Peak Hour Evening Peak Hour Arm RFC Queue RFC Queue Left and right turn 0.089 0 0.108 0 out of site access Right turn into site 0.082 0 0.118 0 access
7.9 Eastern Residential Access/A606 Empingham Road Priority Junction
PICADY5 Summary Results Morning Peak Hour Evening Peak Hour Arm RFC Queue RFC Queue Left and right turn 0.038 0 0.043 0 out of site access Right turn into site 0.000 0 0.000 0 access
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Empingham Road, Stamford Transport Assessment
7.10 Southern Residential Access/A6121 Tinwell Road Priority Junction
PICADY5 Summary Results Morning Peak Hour Evening Peak Hour Arm RFC Queue RFC Queue Left and right turn 0.362 1 0.083 0 out of site access Right turn into site 0.006 0 0.073 0 access
The results show that all the proposed site accesses have sufficient capacity to accommodate the 2026 forecast traffic flows.
7.11 The traffic capacity of the offsite highway network has been assessed using the 2026 Do Minimum and 2026 Do Something forecast traffic flows. The Model results for these scenarios are also contained on the CD at Appendix BGH5.
7.12 A606 Empingham Road/B1081 Scotgate/Newcomb Court Priority Junction
PICADY5 Summary Results
2026 Do Minimum 2026 Do Something Morning Evening Morning Evening Movement Peak Hour Peak Hour Peak Hour Peak Hour RFC Queue RFC Queue RFC Queue RFC Queue
Empingham Road 0.205 0 0.355 1 0.199 0 0.404 1
Scotgate 0.006 0 0.021 0 0.006 0 0.021 0
Newcomb Court 0.039 0 0.024 0 0.043 0 0.023 0
B1081 Casterton 0.474 1 0.275 1 0.468 1 0.278 1 Road
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Empingham Road, Stamford Transport Assessment
7.13 Roman Bank/A606 Empingham Road Priority Junction
PICADY5 Summary Results
2026 Do Minimum 2026 Do Something Morning Evening Morning Evening Movement Peak Hour Peak Hour Peak Hour Peak Hour RFC Queue RFC Queue RFC Queue RFC Queue Left and right turn out of Roman 0.065 0 0.349 1 0.114 0 0.305 0 Bank Right turn into 0.445 1 0.172 0 0.430 1 0.245 0 Roman Bank
7.14 B1081 Scotgate/A6121 West Street/A6121 North Street Signalised Junction
LINSIG Summary Results
2026 Do Minimum 2026 Do Something Morning Evening Morning Evening Link Peak Hour Peak Hour Peak Hour Peak Hour Degree Degree Degree Degree Queue Queue Queue Queue of sat of sat of sat of sat A6121 West 103.2 24 78.2 9 87.2 12 77.0 9 Street
Scotgate West 99.1 22 80.3 12 88.0 15 85.7 13
A6121 North 58.5 9 80.9 11 73.2 10 79.5 11 Street
Scotgate East 35.1 4 60.4 8 34.3 4 60.5 8
The results show that the impact of the development is to improve the operation of the junction. This is as a result of traffic reassignments in the model onto less critical arms of the junction.
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Empingham Road, Stamford Transport Assessment
7.15 A606 Empingham Road/A1 Southbound Connector Roads
PICADY5 Summary Results
2026 Do Minimum 2026 Do Something Morning Evening Morning Evening Movement Peak Hour Peak Hour Peak Hour Peak Hour RFC Queue RFC Queue RFC Queue RFC Queue Left turn out of A1 0.448 1 0.538 1 0.687 2 0.600 1 Connector Road Right turn out of A1 Connector 0.328 0 0.347 1 0.495 1 0.415 1 Road Right turn into A1 0.409 1 0.325 1 0.725 3 0.598 2 Connector Road
7.16 A606 Empingham Road/A1 Northbound Connector Road
PICADY5 Summary Results
2026 Do Minimum 2026 Do Something Morning Evening Morning Evening Movement Peak Hour Peak Hour Peak Hour Peak Hour RFC Queue RFC Queue RFC Queue RFC Queue Left turn out of A1 0.215 0 0.214 0 0.346 1 0.225 0 Connector Road Right turn out of A1 Connector 0.241 0 0.279 0 0.670 2 0.333 0 Road Right turn into A1 0.420 1 0.304 1 0.432 1 0.316 1 Connector Road
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Empingham Road, Stamford Transport Assessment
7.17 Roman Bank/A6121 Tinwell Road/Waterfurlong Priority Junction
PICADY5 Summary Results
2026 Do Minimum 2026 Do Something Morning Evening Morning Evening Movement Peak Hour Peak Hour Peak Hour Peak Hour RFC Queue RFC Queue RFC Queue RFC Queue
Waterfurlong 0.000 0 0.000 0 0.000 0 0.000 0
Tinwell Road East 0.117 0 0.355 0 0.157 0 0.353 1
Roman Bank 0.537 1 0.187 0 0.486 1 0.264 0
Tinwell Road 0.000 0 0.000 0 0.000 0 0.000 0 West
7.18 A6121 Tinwell Road/A6121 West Street Mini-Roundabout
ARCADY6 Summary Results
2026 Do Minimum 2026 Do Something Morning Evening Morning Evening Movement Peak Hour Peak Hour Peak Hour Peak Hour RFC Queue RFC Queue RFC Queue RFC Queue A6121 West 0.455 1 0.320 1 0.376 1 0.376 1 Street
Tinwell Road 0.169 0 0.255 0 0.179 0 0.258 0
A6121 Tinwell 0.480 1 0.533 1 0.490 1 0.562 1 Road
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Empingham Road, Stamford Transport Assessment
7.19 A6121 Tinwell Road/A1 Southbound Connector Road Priority Junction
PICADY5 Summary Results
2026 Do Minimum 2026 Do Something Morning Evening Morning Evening Movement Peak Hour Peak Hour Peak Hour Peak Hour RFC Queue RFC Queue RFC Queue RFC Queue Left turn out of A1 0.551 1 0.414 1 0.532 1 0.439 1 Connector Road Right turn out of A1 Connector 0.485 1 0.453 1 0.580 1 0.494 1 Road Right turn into A1 0.727 4 0.690 3 0.844 7 0.768 4 Connector Road
7.20 A6121 Tinwell Road/A1 Northbound Connector Road Priority Junction
PICADY5 Summary Results
2026 Do Minimum 2026 Do Something Morning Evening Morning Evening Movement Peak Hour Peak Hour Peak Hour Peak Hour RFC Queue RFC Queue RFC Queue RFC Queue Left turn out of A1 0.299 0 0.316 0 0.297 0 0.321 0 Connector Road Right turn out of A1 Connector 0.236 0 0.190 0 0.280 0 0.282 0 Road Right turn into A1 0.254 1 0.248 1 0.255 1 0.250 1 Connector Road
All the offsite junction analyses show that the development generated traffic can be safely accommodated. All junctions continue to operate well within capacity at 2026.
7.21 A sensitivity assessment has been undertaken using the 2026 Do Something 85%ile trip rates. These flows have been used to model the performance of the local highway network with the full model output files also attached at
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Empingham Road, Stamford Transport Assessment
Appendix BGH5. The sensitivity assessment results show that there is no material change in the conclusions reached earlier at paragraph 7.20 under the assessments using the average trip rates.
7.22 It is considered that the total number of vehicles associated with the construction phase of the development will be nominal and therefore will not be significant in terms of emissions. Refer to the Environment Statement for air quality assessment.
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Empingham Road, Stamford Transport Assessment
8.0 SUMMARY AND CONCLUSIONS
8.1 This Transport Assessment forms part of an outline planning application by Commercial Estates Group who are seeking planning permission for a mixed use development comprising residential, employment and ancillary facilities on land to the south of Empingham Road, some 1.5 kilometres to the west of Stamford town centre.
8.2 The application site is bounded by A606 Empingham Road to the north, existing residential areas to the east, A6121 Tinwell Road to the south and the A1(T) to the west. The A1(T) is the responsibility of the Highways Agency. All other roads in the area are the responsibility of Lincolnshire County Council as Local Highway Authority.
8.3 The site is being promoted for mixed use residential/employment development through the South Kesteven District Council Local Development Framework. As part of this promotional work, representations have been submitted by Bryan G Hall on transport matters, including attendance at the Core Strategy Examination in Public in January and March 2010.
8.4 South Kesteven District Council’s, Site Allocation and Policies DPD: Submission October 2011 proposes to allocate land between Empingham Road and Tinwell Road (ie the application site) for 400 houses and up to 14 hectares of employment, including a local centre under policies STM1e, STM2c and STM3.
8.5 Prior to preparing and submitting this Transport Assessment, pre-application discussions have taken place with officers of Lincolnshire County Council and the Highways Agency. The scope and methodology used in the Transport Assessment has been agreed with both Lincolnshire County Council and the Highways Agency through these pre-application discussions.
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Empingham Road, Stamford Transport Assessment
8.6 For Transport Assessment purposes, it has been assumed that the proposed development will comprise the following uses: 400 residential units 40,000 square metres of employment on a 10ha business park A 1ha Mixed Use Centre
8.7 The employment uses will be located in the north-west area of the application site adjacent to the A1(T). It is proposed that the primary vehicular and pedestrian access into the employment site will be via a four-arm compact roundabout junction located at the existing Arran Road/Empingham Road junction. To enhance pedestrian/cycling accessibility links to/from the north of Empingham Road it is proposed to introduce a signalised Toucan crossing on Empingham Road some 30.0 metres to the east of the proposed compact roundabout.
8.8 To the east of the proposed compact roundabout, two further simple priority controlled junctions are proposed one to serve the Local Centre and the other to serve the residential development. The local centre access is located to the west of Malcolm Sargent Primary School and the access to the east of the school with a further Toucan crossing proposed on Empingham Road outside the school. The objective of providing two residential accesses to the east and west of the school is to minimise the impact of development generated vehicular trips on Empingham Road outside the school.
8.9 A simple priority junction on Tinwell Road 120.0 metres to the west of the A1 junction is also proposed to serve the residential area of the site.
8.10 Within the site, a network of streets based upon the recommendations set out in the Department for Transport publication ‘Manual for Streets’ will be designed to achieve a design speed of 20mph and also to accommodate a bus service to ensure the site is penetrable by public transport and existing or new services can be extended into the site. The southern access onto Tinwell
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Empingham Road, Stamford Transport Assessment
Road will be connected to the northern accesses onto Empingham Road by a network of streets to provide a permeable site layout to encourage good accessibility for all modes of travel. The internal road layout will be subject to reserved matters permission.
8.11 The site will be linked to the existing pedestrian/cyclist network through the provision of new footways/cycleways along Empingham Road and Tinwell Road that tie into the existing network. There is also potential to provide pedestrian/cyclist links onto Launde Gardens and Cottesmore Road to the east of the application site.
8.12 The development will have one overarching Travel Plan policy, and within this, develop an individual Travel Plan for each of the proposed uses to take account of the individual needs of each type of occupier. The Travel Plan will promote sustainable travel by all occupiers, including residents, employee and visitor travel, as well as for example deliveries made to the site.
8.13 The impact of the development has been tested using Lincolnshire County Council’s Stamford Traffic Model. The input parameters and modelling methodology has been agreed with Lincolnshire County Council. The Highways Agency have also been party to these discussions.
8.14 Using the Stamford Traffic Model output results, this Transport Assessment has considered the transport issues of the proposed development including addressing the likely traffic impact upon the surrounding highway network and local environment. The assessment has used robust traffic generation rates and development quantums and demonstrated that the traffic likely to be generated by the development proposals can be accommodated in a safe manner. Robust trip generation rates have been used that do not take account of modal shift likely to arise from the Framework Travel Plan.
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Empingham Road, Stamford Transport Assessment
8.15 The junction analyses demonstrate that the proposed development traffic can be accommodated on the local highway network in a satisfactory manner for the 2026 assessment year.
8.16 In summary, the development proposals are based upon sustainable transport principles and include significant public transport, pedestrian and cyclist infrastructure to promote the use of travel modes other than by private car, consistent with existing and emerging local and national transport policies.
______Bryan G Hall consulting civil & transportation planning engineers 09-234-001.5 64
APPENDIX BGH 1 Application Site 09-234 Location Plan
0 mi 0.5 1 1.5 Copyright © and (P) 1988–2006 Microsoft Corporation and/or its suppliers. All rights reserved. http://www.microsoft.com/autoroute/ Portions © 1990–2006 InstallShield Software Corporation. All rights reserved. Certain mapping and direction data © 2005 NAVTEQ. All rights reserved. NAVTEQ and NAVTEQ ON BOARD are trademarks of NAVTEQ. © Crown Copyright 2005. All rights reserved. License number 100025500.
APPENDIX BGH 2
APPENDIX BGH 3 EXISTING BUS SERVICES - STAMFORD
Service Operator Route Summary Frequency Summary Number BUSES B53 Brylaine Travel Wyberton - Spalding - Stamford Monday to Friday 1 service 201 Delaine Buses Peterborough - Helpston - Stamford Monday to Saturday every 60 minutes Monday to Friday every 60 minutes at peak 202 Delaine Buses Bourne - Essendine - Stamford periods and every 120 minutes during the day and on Saturdays Monday to Friday every 60 minutes at peak 203 Delaine Buses Stamford - Market Deeping - Bourne periods and every 120 minutes during the day 4 Kimes Coaches Grantham - Swayfield - Ryhall - Stamford Monday to Friday 5 services 9 Kimes Coaches Peterborough - Stamford - Oakham Monday to Saturday every 60 minutes 12 Kimes Coaches Uppingham - Edith Weston - Stamford Monday to Saturday every 120 minutes 33 Kimes Coaches Stamford - Lincoln Monday to Saturday 1 service 102 Langtoft Private Hire Stamford - Mouton Seas End Monday to Friday 1 service 180 Mark Bland Travel Stamford - Kings Cliffe - Oundle Monday to Friday 3 services 182 Mark Bland Travel Stamford - Oakham Monday to Friday 2 services Peterborugh City Monday to Friday 1 service and 2 services on 401 Peterborough - Barnack - Thornhaugh Services a Sunday Peterborugh City 404 Peterborugh - Wittering - Stamford Sunday 3 services Services 111 Stuarts Coaches Stamford - Melton Mowbray Monday to Friday 1 service 112 Stuarts Coaches Stamford - Melton Monday to Friday 1 service Stamford - Barnack - Wittering - Helpston - 4P TransLinc Monday to Saturday every 30 minutes Sutton - Peterborough Stamford - Ryhall - Stretton - Seaton - 4R TransLinc Monday to Saturday every 60 minutes Rutland (Stamford & Rutland Callconnect) Stamford - Tallington - Greatford - 4S TransLinc Monday to Saturday every 60 minutes Nassington - Fotheringhay COACHES Liverpool - Manchester - Sheffield - Serving Stamford Bus Station Monday to Coach 350 National Express Mansfield - Stamford - Leicester - Sunday 2 services Peterborough - Clacton on Sea London - Peterborough - Stamford - Serving Stamford Bus Station Monday to Coach 448 National Express Tattershall - Grimsby Sunday 1 service
APPENDIX BGH 4 AM PEAK PERIOD 2009 BASE SCENARIO
200 14 1 A1 Great North Road (N) 0
216 158 42 563 16 0 1 6
SB Off Slip 162 B1081 Casterton Road 2 401 4 0 SB On Slip 0 Arran Road Ermine Way A6121 North Street Primrose Way Primrose 232 48 Newcomb Court 8 0 104 3 274 258 1 236 64 0 0 3 369 17 3 0 0 5 292 144 358 254 325 325 16 231 102 0 499 210 13 3 4 3 4 4 0 3 1 0 5 2 428 350 84 174 165 0 71 325 325 374 20 44 402 0 0 0 138 175 56 14 136 17 206 2 15 0 2 0 1 4 0 4 0 4 358 0 0 5 171 99 0 0 0 15 2 2 1 1 14 0 0 0 4 2 1 0 A606 Epingham Road B1081 Scotgate West Empingham Road B1081 Scotgate East 217 136 55 413 413 22 168 0 50 86 58 9 5 0 0 0 1 0 0 5 0 0 5 0 44 2 2 0 110 222 83 1 11 4 287 339 0 0 0 0 0 413 0 0 413 212 0 0 176 1 2 1 70 10 203 13 358 413 0 5 0 5 190 2 8 2 168 312 63 136 1 8 4 5 0 0 2 0 2 4 1 2 144 0 0 0 46 415 15 0 0 0 0 0 144 4 23 44 162 0 2 0 0 2
Employment Access Residential Access Residential Access Roman Bank A6121 West Street
NB On Slip 1 Queens Walk 0 1
Casterton Road Casterton NB Off Slip 0
54 89 90 0 0 0 15 0 206 59 0 2 143 1 0 0 0 0 327 206 4 2 327 4
Off Slip 280 13
Residential Access Roman Bank A6121 West Street
255 13 7 On Slip 280 0 0 194 206 13 3 2 299 34 0 485 478 327 4 0 0 5 5 4 379 361 98 182 509 0 0 55 0 139 617 206 0 5 80 7 327 0 13 20 509 0 0 0 1 0 2 7 290 2 0 1 7 20 0 3 A6121 Tinwell Road A6121 Tinwell Road Tinwell Road 302 221 0 48 0 127 62 6 13 0 0 0 0 1 0 4 3 360 483 483 0 0 0 179 58 6 262 19 483 19 337 385 179 2 0 6 19 4 5 2 189 0 7 On Slip 0 0 138 0 1
Waterfurlong
189 7 Off Slip Vehicles Total Vehicles HGV A1 Great North Road (S) HGV Proportion 1.1% PM PEAK PERIOD 2009 BASE SCENARIO
40 16 0 A1 Great North Road (N) 0
275 0 40 322 8 0 0 1
SB Off Slip 47 B1081 Casterton Road 0 275 1 0 SB On Slip 0 Arran Road Ermine Way A6121 North Street Primrose Way Primrose 229 29 Newcomb Court 3 0 234 5 231 315 1 103 33 0 0 1 466 8 0 0 0 2 205 155 503 269 335 335 10 177 163 0 433 179 1 1 2 1 1 1 0 1 0 0 2 1 305 274 86 229 37 0 66 335 335 228 3 30 248 0 0 0 241 189 36 1 100 6 119 2 6 0 0 0 0 1 0 1 0 1 218 0 0 1 71 158 0 0 0 23 1 1 0 0 5 0 0 0 1 0 0 0 A606 Epingham Road B1081 Scotgate West Empingham Road B1081 Scotgate East 261 103 56 350 350 86 355 0 32 89 69 5 2 0 0 0 0 0 0 1 0 0 1 0 132 0 1 0 136 310 4 0 1 5 392 409 0 0 0 0 0 350 0 0 350 487 0 0 365 0 1 0 131 8 306 8 294 350 0 1 0 1 401 1 10 1 288 629 251 307 3 6 1 1 0 0 1 0 1 2 1 1 158 0 0 0 132 450 6 0 0 0 0 0 341 1 24 75 156 0 1 0 0 3
Employment Access Residential Access Residential Access Roman Bank A6121 West Street
NB On Slip 0 Queens Walk 0 0
Casterton Road Casterton NB Off Slip 0
80 52 78 0 0 0 6 0 175 127 0 1 132 0 0 0 0 0 433 175 1 1 433 1
Off Slip 263 7
Residential Access Roman Bank A6121 West Street
289 8 57 On Slip 263 0 0 77 175 7 0 1 234 56 0 556 499 433 1 0 0 1 1 1 319 288 99 164 396 0 0 12 0 65 564 175 0 1 85 2 232 2 5 7 396 0 0 0 0 0 0 1 131 1 0 0 2 7 0 0 A6121 Tinwell Road A6121 Tinwell Road Tinwell Road 212 233 0 105 0 142 54 3 8 0 0 0 0 0 0 4 1 303 437 437 0 0 0 242 91 8 204 14 437 14 313 418 242 1 5 6 14 1 1 1 196 0 5 On Slip 0 0 176 0 5
Waterfurlong
196 5 Off Slip Vehicles Total Vehicles HGV A1 Great North Road (S) HGV Proportion 0.3%
APPENDIX BGH 5
Appendix BGH5
Analysis of ‘Do Minimum’ and ‘Do Something’ Scenarios and 85th Percentile Sensitivity Test
on CD at back of Report
APPENDIX BGH 6
APPENDIX BGH 7 5
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A1 Stamford data.txt
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B087705 ------
Road Number : A1 GRID REF: 501911,305806 SPEED LIMIT: 70 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : A1 WOTHORPE. 250M N A43. 503072 305242
DESCRIPTION : V2 SLOWED IN QUEUE OF TRAFFIC AND WAS HIT IN REAR BY V1.
DATE : 01/12/2006 - Friday TIME: 1850
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Raining (Without High Wind)
LIGHT CONDITIONS : Dark - Lit St Lights
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Failed to judge other person's path or speed 2.V1 Very Likely Following too close 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Car Going ahead South To North No Skdng /Jck-Knfg /Ovrtrng Driver: Male 59 2 Car Going ahead South To North No Skdng /Jck-Knfg /Ovrtrng Driver: Female 27
CASUALTIES:
1 Driver 27 Female Slight In Vehicle 2
PAGE: 1 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
Page 1 1
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Stamford area update data.txt
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B164910 ------
Road Number : A1 GRID REF: 500769,307486 SPEED LIMIT: 60 Road 2 Number : A606
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : STAMFORD - A1 SOUTH BOUND SLIP ROAD ONTO A606 EMPINGHAM ROAD (NP GRID REF GIVEN).
DESCRIPTION : V3 STATIONARY IN TRAFFIC ON SLIP ROAD OFF A1 - A606 SLIPROAD STAMFORD / OAKHAM. V2 TURNS OFF A1 ONTO SLIP RPAD AND STOPS BEHIND V3. V1 TURNS OFF A1 ONTO A606 SLIP ROAD BUT DOES NOT STOP IN TIME AND HITS INTO REAR OF V2 PUSHING V2 INTO REAR OF V3.
DATE : 07/06/2010 - Monday TIME: 1725
NUMBER OF VEHICLES : 3 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Slip Road JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Raining (Without High Wind)
LIGHT CONDITIONS : Day - No Street Lighting
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Possible Slippery road (due to weather) 2.V1 Possible Failed to judge other person's path or speed 3. 4. 5. 6.
VEHICLES:
1 Car Stopping North To South No Skdng /Jck-Knfg /Ovrtrng Driver: Female 2 Car Waitng to go ahead, held up North To South No Skdng /Jck-Knfg /Ovrtrng Driver: Male 49 3 Car Waitng to go ahead, held up North To South No Skdng /Jck-Knfg /Ovrtrng Driver: Female
CASUALTIES:
1 Driver 49 Male Slight In Vehicle 2
PAGE: 1 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011 Page 1 Stamford area update data.txt
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B235908 ------
Road Number : A606 GRID REF: 500990,307363 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : A606 EMPINGHAM ROAD (5009892 3073916)
DESCRIPTION : VEH 1 HAS VEERED ACROSS SINGLE CARRIAGEWAY HITTING TREE ON PAVEMENT COMING TO STANDSTILL.
DATE : 18/08/2008 - Monday TIME: 2228
NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Raining (Without High Wind)
LIGHT CONDITIONS : Dark - Lit St Lights
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Possible Impaired by drugs (illicit or medicinal) 2. 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 27
CASUALTIES:
1 Driver 27 Male Slight In Vehicle 1
PAGE: 2 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE Page 2 Stamford area update data.txt POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B054609 ------
Road Number : A606 GRID REF: 500901,307372 SPEED LIMIT: 30 Road 2 Number : D
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : EMPINGHAM ROAD JUNCT WITH ARRAN ROAD, STAMFORD. 500990 307410
DESCRIPTION : V1 PULLED OUT IN FRONT OF V2 MOPED.
DATE : 20/02/2009 - Friday TIME: 700
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : 'T' or Staggered Junction JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Fog or Mist if a hazard
LIGHT CONDITIONS : Dark - Street Lights
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V2 Very Likely Not displaying lights at night or in poor visibility 2.V1 Possible Failed to look properly 3.V2 Very Likely Rain, sleet, snow, or fog 4.V1 Very Likely Rain, sleet, snow, or fog 5.'' 6.''
VEHICLES:
1 Car Starting North To West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 33 2 Motorcycle over 50cc and up to 125cc Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 24
CASUALTIES:
1 Driver 24 Male Slight In Vehicle 2
PAGE: 3 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP Page 3 Stamford area update data.txt
ACCIDENT REFERENCE: B162309 ------
Road Number : A606 GRID REF: 500895,307371 SPEED LIMIT: 30 Road 2 Number : D
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : EMPRINGHAM ROAD JUNCT WITH ARRAN ROAD, STAMFORD. 5009892 3073916
DESCRIPTION : V2 BUS TRAVELLING TOWARDS STAMFORD CENTRE ON EMPRINGHAM ROAD. V1 PULLED OUT OF ARRAN ROAD STRAIGHT IN FRONT OF BUS, CAUSING IT TO BRAKE SHARPLY. STANDING PASSENGER SUSTAINED BRUISING TO LEG. DRIVER OF V1 BELIEVED TO BE ON MOBILE PHONE. V1 DROVE AWAY IN DIRECTION OF A1.
DATE : 31/03/2009 - Tuesday TIME: 1720
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : 'T' or Staggered Junction JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Unknown
LIGHT CONDITIONS : Day - St Lighting Unknown
SURFACE CONDITIONS:
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Failed to look properly 2.'' 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Car Turning Right North To West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 32 2 Bus or coach (17 or more Passenger Seats) Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 36
CASUALTIES:
1 Veh Passenger Female Slight In Vehicle 2
PAGE: 4 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
Page 4 Stamford area update data.txt LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B144709 ------
Road Number : A606 GRID REF: 500758,307404 SPEED LIMIT: 40 Road 2 Number : A1
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : STAMFORD - A606 EMPINGHAM ROAD AT JUNCTION WITH SLIP ROAD OFF A1 SOUTHBOUND. (GRID REF 5008803, 3073996).
DESCRIPTION : VEHICLE ONE PULLED OUT OF THE A1 JUNCTION TURNING RIGHT ONTO A606. A LANDROVER WAS TURNING LEFT & VEHICLE ONE PULLED OUT NOT SEEING VEHICLE TWO. VEHICLE ONE STOPPED IN THE ROAD & VEHICLE TWO WENT INTO THE SIDE OF VEHICLE ONE.
DATE : 29/05/2009 - Friday TIME: 1045
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : 'T' or Staggered Junction JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Junction restart 2.V1 Very Likely Poor turn or manoeuvre 3.V1 Very Likely Failed to look properly 4. 5. 6.
VEHICLES:
1 Car Turning Right North To West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 20 2 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Female 44
CASUALTIES:
1 Veh Passenger 66 Female Slight In Vehicle 2
PAGE: 5 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP Page 5 Stamford area update data.txt
ACCIDENT REFERENCE: N187111 ------
Road Number : A606 GRID REF: 500834,307382 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Serious POLICE DIVISION : South
LOCATION : EMPINGHAM ROAD, STAMFORD. 100M E OF A1 S SLIP ROAD. REPORTED BY LEIC POLICE.
DESCRIPTION : PEDESTRIAN IN DRINK WALKING IN DIRECTION OF OAKHAM WAS STRUCK BY UNKNOWN V1, WHICH FAILED TO STOP.
DATE : 08/07/2011 - Friday TIME: 450
NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.C1 Very Likely Impaired by alcohol (Pedestrian) 2. 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Not Traced
CASUALTIES:
1 Pedestrian 30 Male Serious In Vehicle 1
PAGE: 6 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B171210 ------Page 6 Stamford area update data.txt
Road Number : A606 GRID REF: 501137,307339 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : STAMFORD - A606- EMPINGHAM ROAD - NO POLICE GRID REF
DESCRIPTION : V1 DRIVING ALONG EMPINGHAM ROAD AND WAS UNABLE TOO STOP AND RAN INTO V2 WHICH WAS STATIONARY IN TRAFFIC WHICH HAS THEN CAUSED V2 TO BE SHUNTED INTO V3 WHICH WAS ALSO STATIONARY WAITING TO OVERTAKE A VAN WITH HAZZARDS ON
DATE : 14/06/2010 - Monday TIME: 1643
NUMBER OF VEHICLES : 3 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Failed to look properly 2. 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Female 65 2 Car Waitng to go ahead, held up East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Female 65 3 Car Waitng to go ahead, held up East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Female 48
CASUALTIES:
1 Veh Passenger 17 Female Slight In Vehicle 2
PAGE: 7 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP Page 7 Stamford area update data.txt
ACCIDENT REFERENCE: B224109 ------
Road Number : A606 GRID REF: 501812,307221 SPEED LIMIT: 30 Road 2 Number : C456
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : STAMFORD EMPINGHAM ROAD JUNCTION WITH ROMAN BANK. 501814-307220.
DESCRIPTION : V2 HAD STOPPED AT THE JUNTION TO TURN RIGHT. V1 HAD SEEN V2 SLOWING AND STOP BUT RAN INTO THE REAR OF V2.
DATE : 11/08/2009 - Tuesday TIME: 1700
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : 'T' or Staggered Junction JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Inexperienced or learner driver/rider 2.V1 Possible Dazzling sun 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Female 18 2 Car Waiting to turn Right East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 45
CASUALTIES:
1 Veh Passenger 55 Female Slight In Vehicle 2
PAGE: 8 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B317509 ------Page 8 Stamford area update data.txt
Road Number : A606 GRID REF: 501854,307225 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : STAMFORD - A606 EMPINGHAM ROAD. (GRID REF 501946,307206).
DESCRIPTION : VEHICLE HAS BEEN TRAVELLING AT SPEED INTO STAMFORD, WHEN SOMETHING HAS CAUSED HER TO LOSE CONTROL AND SWERVE OVER THE ROAD. THE VEHICLE HAS ENDED UP ON THE PAVEMENT ON ITS SIDE FACING THE OPPOSITE DIRECTION.
DATE : 28/10/2009 - Wednesday TIME: 2300
NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 4
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Dark - Lit St Lights
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Loss of control 2. 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead left hand bend West To East Overturned Driver: Female 19
CASUALTIES:
1 Driver 19 Female Slight In Vehicle 1 2 Veh Passenger 19 Male Slight In Vehicle 1 3 Veh Passenger Male Slight In Vehicle 1 4 Veh Passenger 19 Male Slight In Vehicle 1
PAGE: 9 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
Page 9 Stamford area update data.txt ACCIDENT REFERENCE: B232909 ------
Road Number : A6121 GRID REF: 502209,306834 SPEED LIMIT: 30 Road 2 Number : D
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Serious POLICE DIVISION : South
LOCATION : TINWELL ROAD JUNCT WITH ROMAN BANK, STAMFORD. NO GRID REF.
DESCRIPTION : V1 TURNED RIGHT INTO ROMAN BANK ACROSS PATH OF V2 TRAVELLING TOWARDS STAMFORD. V2 COLLIDED WITH N/S OF V1.
DATE : 17/08/2009 - Monday TIME: 1815
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : 'T' or Staggered Junction JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Failed to look properly 2.V1 Possible Dazzling sun 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Car Turning Right East To North West No Skdng /Jck-Knfg /Ovrtrng Driver: Female 39 2 Motorcycle over 50cc and up to 125cc Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 64
CASUALTIES:
1 Driver 64 Male Serious In Vehicle 2
PAGE: 10 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B122611 ------
Page 10 Stamford area update data.txt
Road Number : A6121 GRID REF: 502159,306828 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : TINWELL ROAD , STAMFORD 502148 306858
DESCRIPTION : VEH 1 OUT OF TOWN DIR AT 10-20 MPH WHEN CLIPPED CYCLIST DRV 1 STATES VIEW OBSCURED BY BRIGHT SUNLIGHT DRV VEH 1 STOPPED AND SPOKE TO CYCLIST , REFUSED OFFER OF AMBULANCE
DATE : 03/05/2011 - Tuesday TIME: 1700
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lighting Unknown
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Dazzling sun 2. 3. 4. 5. 6.
VEHICLES:
1 Car Ovrtkg movg Veh on offside North East To South West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 54 2 Pedal Cycle Going ahead North East To South West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 75
CASUALTIES:
1 Driver 75 Male Slight In Vehicle 2
PAGE: 11 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B341506 ------
Road Number : A606 GRID REF: 502396,307251 SPEED LIMIT: 30 Page 11 Stamford area update data.txt Road 2 Number : D
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : EMPINGHAM ROAD JUNCT WITH ROCK ROAD, STAMFORD. NO GRID REF.
DESCRIPTION : V1 MOTORCYCLE TURNED LEFT OUT OF ROCK ROAD AND SKIDDED ON DEISEL. V1 LOST CONTROL AND COLLIDED WITH V2 PARKED AND UNATTENDED ON THE SOUTH KERB OF EMPINGHAM ROAD.
DATE : 14/10/2006 - Saturday TIME: 930
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : 'T' or Staggered Junction JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Deposit on road (eg. oil, mud, chippings) 2.'' 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Motorcycle 50 cc and under Turning Left South East To West Skidding Driver: Male 24 2 Car Parked Parked To Parked No Skdng /Jck-Knfg /Ovrtrng Driver: Male 45
CASUALTIES:
1 Driver 24 Male Slight In Vehicle 1
PAGE: 12 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B149307 ------
Road Number : D GRID REF: 502651,307194 SPEED LIMIT: 30 Road 2 Number : D
Page 12 Stamford area update data.txt PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : SCOTGATE AT THE JUNCTION WITH WEST STREET, STAMFORD. NO GRID REF
DESCRIPTION : V1 WAITING AT TRAFFIC LIGHTS TO TURN RIGHT, OPPOSITE IS ALSO A CAR WAITING TO TURM RIGHT. BOTH VEHICLES WENT TO TURN RIGHT AND AS V1 DID SO DRIVER 1 TURNED INTO PATH OF ONCOMING V2, THE 2 COLLIDED.
DATE : 05/05/2007 - Saturday TIME: 2105
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Dark - Lit St Lights
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Poor turn or manoeuvre 2.'' 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Car Turning Right West To South No Skdng /Jck-Knfg /Ovrtrng Driver: Female 41 2 Motorcycle over 500cc (Combination before 2004) Going ahead East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Not Traced
CASUALTIES:
1 Veh Passenger 44 Male Slight In Vehicle 2
PAGE: 13 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B110108 ------
Road Number : B1081 GRID REF: 502475,307254 SPEED LIMIT: 30 Road 2 Number : A606
PARISH : STAMFORD DIVISION: DISTRICT: South Page 13 Stamford area update data.txt
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : CASTERTON ROAD JUNCT WITH EMPINGHAM ROAD, STAMFORD. NO GRID REF.
DESCRIPTION : V2 APPROACHED JUNCT ON MAIN ROAD. V1 WAS WAITING TO PULL OUT. UNKNOWN VEH DROVE PAST JUNCTION AND V1 BELIEVED ROAD TO BE CLEAR AND SO PULLED OUT. V2 WAS HIDDEN BEHIND THE UNKNOWN VEH AND COLLIDED WITH V1.
DATE : 17/04/2008 - Thursday TIME: 2350
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : 'T' or Staggered Junction JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Dark - Lit St Lights
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Failed to look properly 2.V1 Possible Failed to judge other person's path or speed 3.V1 Possible Distraction in vehicle 4.'' 5.'' 6.''
VEHICLES:
1 Car Turning Right South West To South East No Skdng /Jck-Knfg /Ovrtrng Driver: Female 20 2 Car Going ahead South East To North West Skidding Driver: Male 18
CASUALTIES:
1 Driver 18 Male Slight In Vehicle 2
PAGE: 14 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B204308 ------
Road Number : B1081 GRID REF: 502479,307264 SPEED LIMIT: 30 Road 2 Number : X
PARISH : STAMFORD DIVISION: DISTRICT: South
Page 14 Stamford area update data.txt
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : CASTERTON ROAD JUNCT WITH ROCK HOUSE, STAMFORD. 502660 307169
DESCRIPTION : PEDESTRIAN PUSHING BIKE WITH CHILD IN CHILDS SEAT AT REAR, CROSSING DRIVEWAY OF ROACK HOUSE AND TRAVELLING FROM DIRECTION OF BP GARAGE. V1 STRUCK PEDESTRIANS RIGHT KNEE AND PEDESTRIAN FELL OVER, TAKING BIKE AND CHILD WITH HIM. V1 FAILED TO STOP. DRIVER WAS ON MOBILE PHONE.
DATE : 20/07/2008 - Sunday TIME: 1630
NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 2
JUNCTION DETAIL : Using Pvte drv or Entrance JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Possible Failed to look properly 2.V1 Very Likely Driver using mobile phone 3.V1 Very Likely Vegetation 4. 5.'' 6.''
VEHICLES:
1 Car Turning Right North East To North West No Skdng /Jck-Knfg /Ovrtrng Driver: Male
CASUALTIES:
1 Pedestrian 18 Male Slight In Vehicle 1 2 Pedestrian 3 Female Slight In Vehicle 1
PAGE: 15 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B270108 ------
Road Number : A606 GRID REF: 502655,307200 SPEED LIMIT: 30 Road 2 Number : A6121
PARISH : STAMFORD DIVISION: DISTRICT: South Page 15 Stamford area update data.txt
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : SCOTGATE JUNCT WITH NORTH STREET, STAMFORD. 502660 307169. DIRECTION OF TRAVEL NOT KNOWN.
DESCRIPTION : V1, TRAVELLING THROUGH TRAFFIC LIGHTS, COLLIDED WITH V2, GOING ACROSS TRAFFIC LIGHTS. BOTH VEHS DAMAGED BUT NO INJURY AT TIME. DRIVER OF V2 REPORTED ON 08/10/08.
DATE : 04/09/2008 - Thursday TIME: 2230
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Dark - Lit St Lights
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Failed to look properly 2. 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead South To North No Skdng /Jck-Knfg /Ovrtrng Driver: Male 19 2 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 26
CASUALTIES:
1 Driver 26 Male Slight In Vehicle 2
PAGE: 16 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B300309 ------
Road Number : A606 GRID REF: 502652,307203 SPEED LIMIT: 30 Road 2 Number : A6121
PARISH : STAMFORD DIVISION: DISTRICT: South
Page 16 Stamford area update data.txt POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : SCOTGATE JUNCT WITH WEST STREET, STAMFORD. NO GRID REF. DIRECTION OF TRAVEL NOT KNOWN.
DESCRIPTION : V1 FAILED TO STOP AT RED TRAFFIC LIGHTS AFTER BRAKING. V2 COLLIDED WITH V1 AFTER GOING THROUGH ON GREEN LIGHT.
DATE : 16/10/2009 - Friday TIME: 530
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 4
JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal
WEATHER : Raining (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Possible Slippery road (due to weather) 2.V1 Very Likely Defective brakes 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Car Stopping West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 46 2 Car Going ahead South To North Skidding Driver: Male 41
CASUALTIES:
1 Driver 46 Male Slight In Vehicle 1 2 Driver 41 Male Slight In Vehicle 2 3 Veh Passenger 26 Male Slight In Vehicle 1 4 Veh Passenger 27 Male Slight In Vehicle 1
PAGE: 17 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B345309 ------
Road Number : A606 GRID REF: 502477,307249 SPEED LIMIT: 30 Road 2 Number : A606
PARISH : STAMFORD DIVISION: DISTRICT: South
Page 17 Stamford area update data.txt
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : STAMFORD - A606 JUNCTION WITH EMPINGHAM ROAD AND SCOT GATE
DESCRIPTION : V001 TRAVELLING FROM TOWN CENTRE ON SCOT GATE. TURNED LEFT ONTO EMPINGHAM ROAD AND STRUCK A PEDESTRIAN ON THE LEFT ELBOW AS SHE HAD ALMOST REACHED THE DESTINATION PAVEMENT
DATE : 20/11/2009 - Friday TIME: 1100
NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Other Junction JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Failed to look properly 2.V1 Possible Distraction outside vehicle 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Car Turning Left South East To South West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 47
CASUALTIES:
1 Pedestrian 71 Female Slight In Vehicle 1
PAGE: 18 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B024711 ------
Road Number : A6121 GRID REF: 502655,307202 SPEED LIMIT: 30 Road 2 Number : A606
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight Page 18 Stamford area update data.txt POLICE DIVISION : South
LOCATION : STAMFORD - A6121 NORTH STREET AT CROSSROADS WITH A606 SCOTGATE (NO GRID REF GIVEN).
DESCRIPTION : V1 STATIONARY AT CROSSROADS TURNING RIGHT. V2 APPROACHING CROSSROADS FROM OPPOSITE DIRECTION. V1 CROSSED PATH OF V2 RESULTING IN V2 COLLIDING WITH BONNET OF V1.
DATE : 26/01/2011 - Wednesday TIME: 2300
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal
WEATHER : Raining (Without High Wind)
LIGHT CONDITIONS : Dark - Lit St Lights
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Failed to look properly 2.V1 Possible Inexperienced or learner driver/rider 3. 4. 5. 6.
VEHICLES:
1 Car Turning Right North West To South East No Skdng /Jck-Knfg /Ovrtrng Driver: Female 17 2 Motorcycle 50 cc and under Going ahead rght hand bend South East To North West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 63
CASUALTIES:
1 Driver 63 Male Slight In Vehicle 2
PAGE: 19 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B036111 ------
Road Number : B1081 GRID REF: 502409,307301 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South Page 19 Stamford area update data.txt
LOCATION : 2 CASTERTON ROAD, STAMFORD. 5004523 3084014
DESCRIPTION : V1, NORTHBOUND, COLLIDED WITH ROW OF PARKED VEHS, PARKED TO O/S OF V1. V2 WAS PUSHED BACK INTO REAR OF V3.
DATE : 26/01/2011 - Wednesday TIME: 724
NUMBER OF VEHICLES : 3 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Other
LIGHT CONDITIONS : Dark - Lit St Lights
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Fatigue 2.V1 Very Likely Loss of control 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead South East To North West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 45 2 Car Parked Parked To Parked No Skdng /Jck-Knfg /Ovrtrng Driver: Not Traced 40 3 Car Parked Parked To Parked No Skdng /Jck-Knfg /Ovrtrng Driver: Not Traced 46
CASUALTIES:
1 Driver 45 Male Slight In Vehicle 1
PAGE: 20 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B037511 ------
Road Number : D GRID REF: 502420,307115 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
Page 20 Stamford area update data.txt LOCATION : FOUNDRY ROAD, STAMFORD. 502345 307000. EXACT LOCATION NOT KNOWN.
DESCRIPTION : V2 PEDAL CYCLE, TRAVELLING TOWARDS WEST STREET, WAS STRUCK BY V1 AS IT TURNED IN FONT OF BIKE. V1 STOPPED AND SPOKE TO RIDER. PEDAL CYCLE NOT DISPLAYING LIGHTS. RTC REPORTED 5 DAYS LATER.
DATE : 04/02/2011 - Friday TIME: 1730
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Poor turn or manoeuvre 2.V2 Very Likely Not displaying lights at night or in poor visibility 3. 4. 5. 6.
VEHICLES:
1 Car Turning Right South East To North East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 40 2 Pedal Cycle Going ahead North West To South East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 17
CASUALTIES:
1 Driver 17 Male Slight In Vehicle 2
PAGE: 21 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: N181211 ------
Road Number : B1081 GRID REF: 502656,307199 SPEED LIMIT: 30 Road 2 Number : A6121
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : SCOTGATE JUNCT WITH WEST STREET, STAMFORD. 502641 307179. Page 21 Stamford area update data.txt DIRECTION OF TRAVEL CONFIRMED.
DESCRIPTION : V1 WENT THROUGH RED TRAFFIC LIGHT AND COLLIDED WITH V2.
DATE : 06/07/2011 - Wednesday TIME: 1810
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 2
JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Disobeyed automatic traffic signal 2. 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead North To South No Skdng /Jck-Knfg /Ovrtrng Driver: Male 23 2 Car Going ahead West To East Overturned Driver: Female 49
CASUALTIES:
1 Driver 23 Male Slight In Vehicle 1 2 Driver 49 Female Slight In Vehicle 2
PAGE: 22 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B098910 ------
Road Number : A6121 GRID REF: 502665,307213 SPEED LIMIT: 30 Road 2 Number : A606
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : NORTH STREET, STAMFORD. 502778 307318
Page 22 Stamford area update data.txt
DESCRIPTION : V1 FAILED TO SLOW DOWN FOR TRAFFIC AT TRAFFIC LIGHTS AND STRUCK REAR OF V2, WHICH SHUNTED INTO V3, WHICH SHUNTED INTO V4. DRIVER OF V1 THEN RAN FROM SCENE.
DATE : 06/04/2010 - Tuesday TIME: 1345
NUMBER OF VEHICLES : 4 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Crossroads JUNCTION CONTROL: Automatic Traffic Signal
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Failed to look properly 2. 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead North To South No Skdng /Jck-Knfg /Ovrtrng Driver: Female 38 2 Car Waitng to go ahead, held up North To South No Skdng /Jck-Knfg /Ovrtrng Driver: Female 50 3 Car Waitng to go ahead, held up North To East No Skdng /Jck-Knfg /Ovrtrng Driver: Not Traced 4 Car Waitng to go ahead, held up North To South No Skdng /Jck-Knfg /Ovrtrng Driver: Not Traced
CASUALTIES:
1 Driver 50 Female Slight In Vehicle 2
PAGE: 23 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B293110 ------
Road Number : D GRID REF: 502670,307192 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
Page 23 Stamford area update data.txt
LOCATION : SCOTGATE, STAMFORD 502660 307169
DESCRIPTION : VEH 2 STATIONARY WAITING FOR VEH IN FRONT TO TURN RIGHT IN TO CAR PARK AND VEH 1 HAS HIT VEH 2 AT REAR
DATE : 21/09/2010 - Tuesday TIME: 1300
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Other Junction JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Illness or disability, mental or physical 2. 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 2 Car Waitng to go ahead, held up West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 62
CASUALTIES:
1 Driver 62 Male Slight In Vehicle 2
PAGE: 24 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B289710 ------
Road Number : B1081 GRID REF: 502729,307168 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : SCOTGATE, STAMFORD. NEAR SEAMERS SHOP. 502660 307169 Page 24 Stamford area update data.txt
DESCRIPTION : PEDESTRIAN WAS STRUCK ON RIGHT ELBOW BY NATIONAL GRID TRANSIT VAN.
DATE : 27/09/2010 - Monday TIME: 1449
NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Raining (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Passing too close to cyclist, horse rider or pedestrian 2. 3. 4. 5. 6.
VEHICLES:
1 Goods vehicle 3.5 tonnes mgw and under Going ahead South East To North West No Skdng /Jck-Knfg /Ovrtrng Driver: Not Traced
CASUALTIES:
1 Pedestrian 58 Male Slight In Vehicle 1
PAGE: 25 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B225609 ------
Road Number : B1081 GRID REF: 502746,307162 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : SCOTGATE, STAMFORD. O/S CROMWELLS PH. NO GRID REF.
Page 25 Stamford area update data.txt
DESCRIPTION : PEDESTRIAN WALKING ON PAVEMENT. APPROACHING V1 WING MIRROR MADE CONTACT WITH PEDESTRIAN.
DATE : 07/08/2009 - Friday TIME: 1448
NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Very Likely Passing too close to cyclist, horse rider or pedestrian 2.V1 Possible Failed to judge other person's path or speed 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Car Going ahead East To West No Skdng /Jck-Knfg /Ovrtrng Driver: Female 39
CASUALTIES:
1 Pedestrian 44 Male Slight In Vehicle 1
PAGE: 26 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B195108 ------
Road Number : A6121 GRID REF: 502426,306921 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : WEST STREET, STAMFORD. NO GRID REF.
DESCRIPTION : V1 TAXI STOPPED TO DROP OFF A FARE AND V2 RAN INTO REAR OF V1.
Page 26 Stamford area update data.txt
DATE : 13/06/2008 - Friday TIME: 1035
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V2 Very Likely Failed to look properly 2.'' 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Taxi / Private Hire Car Stopping North East To South West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 45 2 Car Going ahead North East To South West No Skdng /Jck-Knfg /Ovrtrng Driver: Male
CASUALTIES:
1 Veh Passenger Female Slight In Vehicle 1
PAGE: 27 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B035709 ------
Road Number : D GRID REF: 502556,306900 SPEED LIMIT: 30 Road 2 Number : D
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : STAMFORD - AUSTIN FRIARS LANE AT JUNCTION WITH AUSTIAN STREET. (GRID REF 502566, 306914).
DESCRIPTION : LOCATION IS A NARROW ROAD ON A GRADIENT WITH NO CENTRE LINE MARKINGS. VEN 2 HAS BEEN TRAVELLING DOWN SLOPE AND AS THEY HAVE REACHED A BEND VEH 1 HAS COME FROM THE OPPOSITE DIRECTION INTO VEH 2'S PATH. VEH 2 DID NOT HAVE TIME TO ALTER COURSE. Page 27 Stamford area update data.txt
DATE : 30/01/2009 - Friday TIME: 1215
NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 2
JUNCTION DETAIL : 'T' or Staggered Junction JUNCTION CONTROL: Give Way or Uncontrolled
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V2 Very Likely Poor turn or manoeuvre 2. 3. 4. 5. 6.
VEHICLES:
1 Motorcycle 50 cc and under Going ahead rght hand bend North East To South West No Skdng /Jck-Knfg /Ovrtrng Driver: Male 16 2 Car Going ahead left hand bend North West To South East No Skdng /Jck-Knfg /Ovrtrng Driver: Female 36
CASUALTIES:
1 Driver 16 Male Slight In Vehicle 1 2 Driver 36 Female Slight In Vehicle 2
PAGE: 28 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B091109 ------
Road Number : A6121 GRID REF: 502493,306978 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : WEST STREET, STAMFORD. O/S FITZGERALD BED CENTRE. NO GRID REF.
DESCRIPTION : CHILD STEPPED OUT INTO ROAD WITHOUT WARNING AND COLLIDED WITH PASSENGER SIDE WING MIRROR OF PASSING V1.
Page 28 Stamford area update data.txt DATE : 06/04/2009 - Monday TIME: 1130
NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 1
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Day - St Lghts
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? Yes
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.C1 Very Likely Failed to look properly (Pedestrian) 2.C1 Very Likely Careless/Reckless/In a hurry (Pedestrian) 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Car Going ahead South West To North East No Skdng /Jck-Knfg /Ovrtrng Driver: Female 49
CASUALTIES:
1 Pedestrian 9 Male Slight In Vehicle 1
PAGE: 29 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B296210 ------
Road Number : A6121 GRID REF: 502411,306913 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : WEST STREET, STAMFORD. 50M FROM TINWELL ROAD. NO GRID RF.
DESCRIPTION : TWO PEDESTRIANS CROSSED ROAD, APPROX 50M FROM ROUNDABOUT. V1 STRUCK BOTH PEDESTRIANS AND STOPPED. TWO PEOPLE GOT OUT OF V1 THEN GOT BACK IN AND DROVE AWAY.
DATE : 01/10/2010 - Friday TIME: 2145
Page 29 Stamford area update data.txt
NUMBER OF VEHICLES : 1 NUMBER OF CASUALTIES: 2
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Fine (Without High Wind)
LIGHT CONDITIONS : Dark - Lit St Lights
SURFACE CONDITIONS: Wet or Damp
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Possible Failed to look properly 2.'' 3.'' 4.'' 5.'' 6.''
VEHICLES:
1 Goods vehicle 3.5 tonnes mgw and under Going ahead South West To North East No Skdng /Jck-Knfg /Ovrtrng Driver: Male
CASUALTIES:
1 Pedestrian 52 Female Slight In Vehicle 1 2 Pedestrian 49 Female Slight In Vehicle 1
PAGE: 30 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
LINCOLNSHIRE ROAD SAFETY PARTNERSHIP
ACCIDENT REFERENCE: B265110 ------
Road Number : A606 GRID REF: 502571,307230 SPEED LIMIT: 30 Road 2 Number :
PARISH : STAMFORD DIVISION: DISTRICT: South
POLICE SECTOR : Stamford SEVERITY: Slight POLICE DIVISION : South
LOCATION : SCOTGATE ROAD, STAMFORD NO GRID REF. NO DIRECTION OF TRAVEL. REPORTED BY CAMBS POLICE.
DESCRIPTION : V2 APPROACHED BP STATION AND V1 PULLED OUT FROM THE LEFT, IN FRONT OF V2. V2 DROVE ROUND V1 AND CONTINUED ON, STOPPING ATRED LIGHTS. V1 HIT V2 IN REAR.
DATE : 28/08/2010 - Saturday TIME: 1845
Page 30 Stamford area update data.txt NUMBER OF VEHICLES : 2 NUMBER OF CASUALTIES: 2
JUNCTION DETAIL : Not at/within 20m of Jnct. JUNCTION CONTROL:
WEATHER : Unknown
LIGHT CONDITIONS : Day - St Lighting Unknown
SURFACE CONDITIONS: Dry
DID AN OFFICER ATTEND THE SCENE? No
PRE 2005 CONTRIBUTORY FACTORS
CONTRIBUTORY FACTOR 1: CONTRIBUTORY FACTOR 2: CONTRIBUTORY FACTOR 3:
2005+ CONTRIBUTORY FACTORS
1.V1 Possible Careless/Reckless/In a hurry 2. 3. 4. 5. 6.
VEHICLES:
1 Car Going ahead West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 41 2 Car Waitng to go ahead, held up West To East No Skdng /Jck-Knfg /Ovrtrng Driver: Male 36
CASUALTIES:
1 Driver 36 Male Slight In Vehicle 2 2 Veh Passenger Female Slight In Vehicle 2
PAGE: 31 DATE PRINTED: 20/12/2011
CURRENT DATADATE: 30/09/2011
All Accidents TRUE POLYGON SELECTION
Page 31
APPENDIX BGH 8
APPENDIX BGH 9 ACCESS TO EMPLOYMENT ZONE ROUNDABOUT PROPOSED COMPACT ONLY JOURNEY TIMES RELATIVELY HIGH BETWEEN EMPINGHAM ROAD AND INDICATIVE LINK THROUGH THE RESIDENTIAL SITE. WILL BE APPLYING MFS DESIGN PRINCIPLES TO KEEP SPEEDS LOW AND DESIGNED TO DISCOURAGE THROUGH MOVEMENTS RAISED TOUCAN CYCLEWAY LINK PEDESTRIAN /
CROSSING & 4.5 x 120m VISIBILITY SPLAY VISIBILITY 120m x 4.5 TINWELL ROAD MIXED USE LOCAL ACCESS TO CENTRE PROPOSED 'T'
JUNCTION 4.5 x 120m VISIBILITY SPLAY VISIBILITY 120m x 4.5 RAISED TOUCAN CYCLEWAY LINK PEDESTRIAN / CROSSING &
ACCESS TO RESIDENTIAL ZONE 4.5 x 120m VISIBILITY SPLAY VISIBILITY 120m x 4.5 PROPOSED 'T' JUNCTION ONLY PROPOSED LINK TO EXISTING
FOOTWAY 4.5 x 120m VISIBILITY SPLAY VISIBILITY 120m x 4.5 EXISTING FOOTWAY TO SHARED RESIDENTIAL ZONE POSSIBLE CONVERSION OF FOOTWAY/CYCLEWAY ACCESS TO ONLY
4.5m x 120m VISIBILITY SPLAY PROPOSED JUNCTION 'T'
4.5m x 120m TANGENT EXISTING FOOTWAY TO SHARED POSSIBLE CONVERSION OF FOOTWAY/CYCLEWAY A 24.02.12 Masterplan Southern access location amended to tie in with CT DB 4.5m x 120m VISIBILITY SPLAY ACCESS TO RESIDENTIAL ZONE ONLY PROPOSED 'T' JUNCTION
4.5m x 120m TANGENT 4.5 x 120m VISIBILITY SPLAY
RAISED TOUCAN CROSSING & PEDESTRIAN / CYCLEWAY LINK
PROPOSE
ACCESS TO MIXED USE LOCAL CENTRE
PROPOSED COMPACT ROUNDABOUT 4.5 x 120m VISIBILITY SPLAY
4.5 x 120m VISIBILITY SPLAY RAISED TOUCAN CROSSING & PEDESTRIAN / CYCLEWAY LINK
PROPOSED 'T' JUNCTION
ACCESS TO MIXED USE LOCAL CENTRE
PACT ROUNDABOUT 4.5 x 120m VISIBILITY SPLAY
PROPOSED 'T' JUNCTION 4.5 x 120m VISIBILITY SPLAY
APPENDIX BGH 10 Key:
Site Boundary
400m isochrone from bus stops
Site area within 400m of a bus stop
Bus Stops
APPENDIX BGH 11 09-234 Walking Catchment Plan
0 km 2 4 6 Copyright © and (P) 1988–2006 Microsoft Corporation and/or its suppliers. All rights reserved. http://www.microsoft.com/autoroute/ Portions © 1990–2006 InstallShield Software Corporation. All rights reserved. Certain mapping and direction data © 2005 NAVTEQ. All rights reserved. NAVTEQ and NAVTEQ ON BOARD are trademarks of NAVTEQ. © Crown Copyright 2005. All rights reserved. License number 100025500.
APPENDIX BGH 12 09-234 Cycling Catchment Plan
0 km 5 10 15 Copyright © and (P) 1988–2006 Microsoft Corporation and/or its suppliers. All rights reserved. http://www.microsoft.com/autoroute/ Portions © 1990–2006 InstallShield Software Corporation. All rights reserved. Certain mapping and direction data © 2005 NAVTEQ. All rights reserved. NAVTEQ and NAVTEQ ON BOARD are trademarks of NAVTEQ. © Crown Copyright 2005. All rights reserved. License number 100025500.
APPENDIX BGH 13 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 1 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED VEHICLES
Selected regions and areas: 02 SOUTH EAST BD BEDFORDSHIRE 2 days EX ESSEX 1 days HF HERTFORDSHIRE 1 days 03 SOUTH WEST CW CORNWALL 2 days DC DORSET 1 days GS GLOUCESTERSHIRE 1 days WL WILTSHIRE 1 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 2 days SF SUFFOLK 3 days 05 EAST MIDLANDS DS DERBYSHIRE 1 days LE LEICESTERSHIRE 1 days LN LINCOLNSHIRE 2 days NT NOTTINGHAMSHIRE 1 days 06 WEST MIDLANDS SH SHROPSHIRE 3 days ST STAFFORDSHIRE 1 days WM WEST MIDLANDS 3 days WO WORCESTERSHIRE 4 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 5 days 08 NORTH WEST CH CHESHIRE 5 days LC LANCASHIRE 2 days MS MERSEYSIDE 2 days 09 NORTH CB CUMBRIA 3 days TV TEES VALLEY 1 days TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 2 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
Filtering Stage 2 selection:
Parameter: Number of dwellings Range: 10 to 372 (units: )
Public Transport Provision: Selection by: Include all surveys
Date Range: 01/01/03 to 05/09/10
Selected survey days: Monday 7 days Tuesday 12 days Wednesday 5 days Thursday 12 days Friday 4 days Sunday 8 days
Selected survey types: Manual count 48 days Directional ATC Count 0 days
Selected Locations: Edge of Town Centre 3 Suburban Area (PPS6 Out of Centre) 20 Edge of Town 23 Neighbourhood Centre (PPS6 Local Centre) 2
Selected Location Sub Categories: Residential Zone 38 Out of Town 1 No Sub Category 9 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 3 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
LIST OF SITES relevant to selection parameters
1 BD-03-A-01 SEMI DETACHED, LUTON BEDFORDSHIRE NEW BEDFORD ROAD
LUTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 3 1 2 BD-03-A-02 SEMI DETACHED, LUTON BEDFORDSHIRE RIDDY LANE
LUTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 8 2 3 CA-03-A-02 MIXED HOUSES, PETERBOROUGH CAMBRIDGESHIRE THORPE ROAD
PETERBOROUGH Edge of Town Centre Residential Zone Total Number of dwellings: 3 6 3 4 CA-03-A-03 SEMI-DET., PETERBOROUGH CAMBRIDGESHIRE SUGAR WAY WOODSTON PETERBOROUGH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 8 5 CB-03-A-02 SEMI DETACHED, WORKINGTON CUMBRIA HAWKSHEAD AVENUE
WORKINGTON Edge of Town Residential Zone Total Number of dwellings: 4 0 6 CB-03-A-03 SEMI DETACHED, WORKINGTON CUMBRIA HAWKSHEAD AVENUE
WORKINGTON Edge of Town Residential Zone Total Number of dwellings: 4 0 7 CB-03-A-04 SEMI DETACHED, WORKINGTON CUMBRIA MOORCLOSE ROAD SALTERBACK WORKINGTON Edge of Town No Sub Category Total Number of dwellings: 8 2 8 CH-03-A-02 HOUSES/FLATS, CREWE CHESHIRE SYDNEY ROAD
CREWE Edge of Town Residential Zone Total Number of dwellings: 1 7 4 9 CH-03-A-03 SEMI-DETACHED, CREWE CHESHIRE SPRING GARDENS
CREWE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 8 0 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 4 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
LIST OF SITES relevant to selection parameters (Cont.)
10 CH-03-A-04 DETACHED/SEMI-DET., CREWE CHESHIRE LIME TREE AVENUE
CREWE Edge of Town Residential Zone Total Number of dwellings: 2 5 11 CH-03-A-05 DETACHED, CREWE CHESHIRE SYDNEY ROAD SYDNEY CREWE Edge of Town Residential Zone Total Number of dwellings: 1 7 12 CH-03-A-06 SEMI-DET./BUNGALOWS,CREWE CHESHIRE CREWE ROAD
CREWE Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 1 2 9 13 CW-03-A-01 TERRACED, PENZANCE CORNWALL ALVERTON ROAD
PENZANCE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 3 14 CW-03-A-02 SEMI D./DETATCHED, TRURO CORNWALL BOSVEAN GARDENS
TRURO Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 3 15 DC-03-A-01 DETACHED, POOLE DORSET ISAACS CLOSE
POOLE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 1 16 DS-03-A-01 SEMI D./TERRACED, DRONFIELD DERBYSHIRE THE AVENUE HOLMESDALE DRONFIELD Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Number of dwellings: 2 0 17 EX-03-A-01 SEMI-DET., STANFORD-LE-HOPE ESSEX MILTON ROAD CORRINGHAM STANFORD-LE-HOPE Edge of Town Residential Zone Total Number of dwellings: 2 3 7 18 GS-03-A-01 SEMI D./TERRACED, GLOUCESTER GLOUCESTERSHIRE KINGSHOLM ROAD KINGSHOLM GLOUCESTER Edge of Town Centre No Sub Category Total Number of dwellings: 7 3 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 5 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
LIST OF SITES relevant to selection parameters (Cont.)
19 HF-03-A-02 HOUSES, WELWYN GDN. CITY HERTFORDSHIRE BLACK FAN ROAD PANSHANGER WELWYN GARDEN CITY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 9 5 20 LC-03-A-22 BUNGALOWS, BLACKPOOL LANCASHIRE CLIFTON DRIVE NORTH
BLACKPOOL Edge of Town Residential Zone Total Number of dwellings: 9 8 21 LC-03-A-29 DETACHED/SEMI D., BLACKBURN LANCASHIRE REVIDGE ROAD FOUR LANE ENDS BLACKBURN Edge of Town Residential Zone Total Number of dwellings: 1 8 5 22 LE-03-A-01 DETACHED, MELTON MOWBRAY LEICESTERSHIRE REDWOOD AVENUE
MELTON MOWBRAY Edge of Town Residential Zone Total Number of dwellings: 1 1 23 LN-03-A-01 MIXED HOUSES, LINCOLN LINCOLNSHIRE BRANT ROAD BRACEBRIDGE LINCOLN Edge of Town Residential Zone Total Number of dwellings: 1 5 0 24 LN-03-A-02 MIXED HOUSES, LINCOLN LINCOLNSHIRE HYKEHAM ROAD
LINCOLN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 8 6 25 MS-03-A-01 TERRACED, RUNCORN MERSEYSIDE PALACE FIELDS AVENUE
RUNCORN Neighbourhood Centre (PPS6 Local Centre) Residential Zone Total Number of dwellings: 3 7 2 26 MS-03-A-02 DETACHED, LIVERPOOL MERSEYSIDE RIVERSIDE DRIVE AIGBURTH LIVERPOOL Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 1 27 NT-03-A-03 SEMI DETACHED,KIRKBY-IN-ASHFD NOTTINGHAMSHIRE B6018 SUTTON ROAD
KIRKBY-IN-ASHFIELD Edge of Town Residential Zone Total Number of dwellings: 1 6 6 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 6 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
LIST OF SITES relevant to selection parameters (Cont.)
28 NY-03-A-01 MIXED HOUSES,NORTHALLERTON NORTH YORKSHIRE GRAMMAR SCHOOL LANE
NORTHALLERTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 2 29 NY-03-A-02 DETACHED, RIPON NORTH YORKSHIRE CLOTHERHOLME ROAD
RIPON Edge of Town Residential Zone Total Number of dwellings: 2 2 30 NY-03-A-03 PRIVATE HOUSING, BOROUGHBRIDGE NORTH YORKSHIRE NEW ROW
BOROUGHBRIDGE Edge of Town Centre Residential Zone Total Number of dwellings: 1 4 31 NY-03-A-04 PRIVATE HOUSING, BOROUGHBRIDGE NORTH YORKSHIRE
HORSEFAIR BOROUGHBRIDGE Edge of Town Residential Zone Total Number of dwellings: 2 3 32 NY-03-A-05 HOUSES AND FLATS, RIPON NORTH YORKSHIRE BOROUGHBRIDGE ROAD
RIPON Edge of Town No Sub Category Total Number of dwellings: 7 1 33 SF-03-A-01 SEMI DETACHED, IPSWICH SUFFOLK A1156 FELIXSTOWE ROAD RACECOURSE IPSWICH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 7 34 SF-03-A-02 SEMI DET./TERRACED, IPSWICH SUFFOLK STOKE PARK DRIVE MAIDENHALL IPSWICH Edge of Town Residential Zone Total Number of dwellings: 2 3 0 35 SF-03-A-03 MIXED HOUSES, BURY ST EDMDS SUFFOLK BARTON HILL FORNHAM ST MARTIN BURY ST EDMUNDS Edge of Town Out of Town Total Number of dwellings: 1 0 1 36 SH-03-A-02 DETATCHED, TELFORD SHROPSHIRE GATCOMBE WAY PRIORSLEE TELFORD Edge of Town Residential Zone Total Number of dwellings: 5 7 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 7 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
LIST OF SITES relevant to selection parameters (Cont.)
37 SH-03-A-03 DETATCHED, SHREWSBURY SHROPSHIRE SOMERBY DRIVE BICTON HEATH SHREWSBURY Edge of Town No Sub Category Total Number of dwellings: 1 0 38 SH-03-A-04 TERRACED, SHREWSBURY SHROPSHIRE ST MICHAEL'S STREET
SHREWSBURY Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 1 0 8 39 ST-03-A-05 TERRACED/DETACHED, STOKE STAFFORDSHIRE WATERMEET GROVE ETRURIA STOKE-ON-TRENT Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 4 40 TV-03-A-01 MIXED HOUSES/FLATS, HARTLEPL TEES VALLEY POWLETT ROAD
HARTLEPOOL Suburban Area (PPS6 Out of Centre) No Sub Category Total Number of dwellings: 2 2 5 41 WL-03-A-01 SEMI D./TERRACED W. BASSETT WILTSHIRE MAPLE DRIVE
WOOTTON BASSETT Edge of Town Residential Zone Total Number of dwellings: 9 9 42 WM-03-A-01 TERRACED, COVENTRY WEST MIDLANDS FOLESHILL ROAD FOLESHILL COVENTRY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 9 43 WM-03-A-02 DETACHED/SEMI D., STRBRIDGE WEST MIDLANDS HEATH STREET
STOURBRIDGE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 2 44 WM-03-A-03 MIXED HOUSING, COVENTRY WEST MIDLANDS BASELEY WAY ROWLEYS GREEN COVENTRY Edge of Town Residential Zone Total Number of dwellings: 8 4 45 WO-03-A-01 DETACHED, BROMSGROVE WORCESTERSHIRE MARLBOROUGH AVENUE ASTON FIELDS BROMSGROVE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 0 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 8 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
LIST OF SITES relevant to selection parameters (Cont.)
46 WO-03-A-02 SEMI DETACHED, REDDITCH WORCESTERSHIRE MEADOWHILL ROAD
REDDITCH Edge of Town No Sub Category Total Number of dwellings: 4 8 47 WO-03-A-03 DETACHED, KIDDERMINSTER WORCESTERSHIRE BLAKEBROOK BLAKEBROOK KIDDERMINSTER Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 1 3 8 48 WO-03-A-06 DET./TERRACED, BROMSGROVE WORCESTERSHIRE ST GODWALDS ROAD ASTON FIELDS BROMSGROVE Edge of Town No Sub Category Total Number of dwellings: 2 3 2 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 9 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 48 99 0.071 48 99 0.245 48 99 0.316 08:00 - 09:00 48 99 0.148 48 99 0.370 48 99 0.518 09:00 - 10:00 48 99 0.164 48 99 0.210 48 99 0.374 10:00 - 11:00 48 99 0.155 48 99 0.197 48 99 0.352 11:00 - 12:00 48 99 0.190 48 99 0.191 48 99 0.381 12:00 - 13:00 48 99 0.210 48 99 0.186 48 99 0.396 13:00 - 14:00 48 99 0.188 48 99 0.179 48 99 0.367 14:00 - 15:00 48 99 0.199 48 99 0.197 48 99 0.396 15:00 - 16:00 48 99 0.279 48 99 0.212 48 99 0.491 16:00 - 17:00 48 99 0.310 48 99 0.198 48 99 0.508 17:00 - 18:00 48 99 0.364 48 99 0.228 48 99 0.592 18:00 - 19:00 48 99 0.271 48 99 0.218 48 99 0.489 19:00 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 2.549 2.631 5.180
Parameter summary
Trip rate parameter range selected: 10 - 372 (units: ) Survey date date range: 01/01/03 - 05/09/10 Number of weekdays (Monday-Friday): 40 Number of Saturdays: 0 Number of Sundays: 8 Surveys manually removed from selection: 0 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 1 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
RANK ORDER for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Ranking Type: TOTALS Time Range: 08:00-09:00 15th Percentile = No. 41 (**) 85th Percentile = No. 8 (**)
Median Values Arrivals: 0.138 Departures: 0.377 Totals: 0.515
Trip Rate (Sorted by Totals) Travel Rank Site-Ref Description Area DWELLS Day Date Arrivals Departures Totals Plan 1 WO-03-A-01 DETACHED, BROMSGROVE WORCESTERSHIRE 10 Thu 23/06/05 0.500 0.600 1.100 2 BD-03-A-02 SEMI DETACHED, LUTON BEDFORDSHIRE 82 Tue 06/07/04 0.317 0.537 0.854 3 CH-03-A-05 DETACHED, CREWE CHESHIRE 17 Tue 14/10/08 0.235 0.588 0.823 4 WO-03-A-03 DETACHED, KIDDERMINSTER WORCESTERSHIRE 138 Fri 05/05/06 0.203 0.543 0.746 5 SH-03-A-04 TERRACED, SHREWSBURY SHROPSHIRE 108 Thu 11/06/09 0.287 0.454 0.741 6 SF-03-A-02 SEMI DET./TERRACED, IPSW SUFFOLK 230 Thu 24/05/07 0.243 0.491 0.734 7 WM-03-A-03 MIXED HOUSING, COVENTRY WEST MIDLANDS 84 Mon 24/09/07 0.321 0.405 0.726 8 ** SH-03-A-03 DETATCHED, SHREWSBURY SHROPSHIRE 10 Fri 26/06/09 0.200 0.500 0.700 9 EX-03-A-01 SEMI-DET., STANFORD-LE-H ESSEX 237 Tue 13/05/08 0.177 0.523 0.700 10 CB-03-A-03 SEMI DETACHED, WORKINGTO CUMBRIA 40 Thu 20/11/08 0.225 0.450 0.675 11 SF-03-A-03 MIXED HOUSES, BURY ST ED SUFFOLK 101 Mon 15/05/06 0.109 0.554 0.663 12 LC-03-A-29 DETACHED/SEMI D., BLACKB LANCASHIRE 185 Thu 10/06/04 0.130 0.524 0.654 13 ST-03-A-05 TERRACED/DETACHED, STOKE STAFFORDSHIRE 14 Wed 26/11/08 0.143 0.500 0.643 14 LN-03-A-01 MIXED HOUSES, LINCOLN LINCOLNSHIRE 150 Tue 15/05/07 0.187 0.440 0.627 15 CW-03-A-01 TERRACED, PENZANCE CORNWALL 13 Thu 30/06/05 0.385 0.231 0.616 16 LN-03-A-02 MIXED HOUSES, LINCOLN LINCOLNSHIRE 186 Mon 14/05/07 0.183 0.425 0.608 17 TV-03-A-01 MIXED HOUSES/FLATS, HART TEES VALLEY 225 Thu 14/04/05 0.138 0.458 0.596 18 NY-03-A-05 HOUSES AND FLATS, RIPON NORTH YORKSHIRE 71 Mon 22/09/08 0.113 0.465 0.578 19 WM-03-A-01 TERRACED, COVENTRY WEST MIDLANDS 79 Fri 03/02/06 0.152 0.418 0.570 20 BD-03-A-01 SEMI DETACHED, LUTON BEDFORDSHIRE 131 Thu 08/07/04 0.145 0.420 0.565 21 CB-03-A-04 SEMI DETACHED, WORKINGTO CUMBRIA 82 Fri 24/04/09 0.183 0.366 0.549 22 WO-03-A-06 DET./TERRACED, BROMSGROV WORCESTERSHIRE 232 Thu 30/06/05 0.099 0.448 0.547 23 CA-03-A-02 MIXED HOUSES, PETERBOROU CAMBRIDGESHIRE 363 Thu 13/05/04 0.201 0.339 0.540 24 SF-03-A-01 SEMI DETACHED, IPSWICH SUFFOLK 77 Wed 23/05/07 0.104 0.416 0.520 25 LC-03-A-22 BUNGALOWS, BLACKPOOL LANCASHIRE 98 Tue 18/10/05 0.173 0.337 0.510 26 CB-03-A-02 SEMI DETACHED, WORKINGTO CUMBRIA 40 Mon 20/06/05 0.075 0.425 0.500 27 CH-03-A-02 HOUSES/FLATS, CREWE CHESHIRE 174 Tue 14/10/08 0.103 0.374 0.477 28 DC-03-A-01 DETACHED, POOLE DORSET 51 Wed 16/07/08 0.098 0.373 0.471 29 LE-03-A-01 DETACHED, MELTON MOWBRAY LEICESTERSHIRE 11 Tue 03/05/05 0.091 0.364 0.455 30 WO-03-A-02 SEMI DETACHED, REDDITCH WORCESTERSHIRE 48 Tue 02/05/06 0.104 0.333 0.437 31 CW-03-A-02 SEMI D./DETATCHED, TRURO CORNWALL 73 Tue 18/09/07 0.096 0.329 0.425 32 NT-03-A-03 SEMI DETACHED,KIRKBY-IN- NOTTINGHAMSHIRE 166 Wed 28/06/06 0.108 0.313 0.421 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 2 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
Trip Rate (Sorted by Totals) Travel Rank Site-Ref Description Area DWELLS Day Date Arrivals Departures Totals Plan 33 WL-03-A-01 SEMI D./TERRACED W. BASS WILTSHIRE 99 Mon 02/10/06 0.071 0.333 0.404 34 CH-03-A-06 SEMI-DET./BUNGALOWS,CREW CHESHIRE 129 Tue 14/10/08 0.163 0.240 0.403 35 GS-03-A-01 SEMI D./TERRACED, GLOUCE GLOUCESTERSHIRE 73 Tue 25/05/04 0.123 0.260 0.383 36 MS-03-A-01 TERRACED, RUNCORN MERSEYSIDE 372 Thu 06/10/05 0.091 0.269 0.360 37 NY-03-A-04 PRIVATE HOUSING, BOROUGH NORTH YORKSHIRE 23 Sun 14/09/08 0.130 0.217 0.347 38 NY-03-A-01 MIXED HOUSES,NORTHALLERT NORTH YORKSHIRE 52 Tue 25/09/07 0.173 0.173 0.346 39 WM-03-A-02 DETACHED/SEMI D., STRBRI WEST MIDLANDS 12 Wed 26/04/06 0.083 0.250 0.333 40 DS-03-A-01 SEMI D./TERRACED, DRONFI DERBYSHIRE 20 Thu 22/06/06 0.200 0.100 0.300 41 ** NY-03-A-03 PRIVATE HOUSING, BOROUGH NORTH YORKSHIRE 14 Mon 15/09/08 0.143 0.143 0.286 42 NY-03-A-02 DETACHED, RIPON NORTH YORKSHIRE 22 Sun 21/09/08 0.045 0.182 0.227 43 SH-03-A-02 DETATCHED, TELFORD SHROPSHIRE 57 Sun 21/06/09 0.035 0.140 0.175 44 CA-03-A-03 SEMI-DET., PETERBOROUGH CAMBRIDGESHIRE 28 Sun 11/05/08 0.107 0.036 0.143 45 MS-03-A-02 DETACHED, LIVERPOOL MERSEYSIDE 31 Sun 05/09/10 0.032 0.097 0.129 46 CH-03-A-03 SEMI-DETACHED, CREWE CHESHIRE 80 Sun 19/10/08 0.037 0.063 0.099 47 CH-03-A-04 DETACHED/SEMI-DET., CREW CHESHIRE 25 Sun 19/10/08 0.040 0.040 0.080 48 HF-03-A-02 HOUSES, WELWYN GDN. CITY HERTFORDSHIRE 195 Sun 20/07/08 0.041 0.036 0.077 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 1 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
RANK ORDER for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Ranking Type: TOTALS Time Range: 17:00-18:00 15th Percentile = No. 41 (**) 85th Percentile = No. 8 (**)
Median Values Arrivals: 0.366 Departures: 0.186 Totals: 0.553
Trip Rate (Sorted by Totals) Travel Rank Site-Ref Description Area DWELLS Day Date Arrivals Departures Totals Plan 1 SH-03-A-03 DETATCHED, SHREWSBURY SHROPSHIRE 10 Fri 26/06/09 0.700 0.600 1.300 2 WO-03-A-01 DETACHED, BROMSGROVE WORCESTERSHIRE 10 Thu 23/06/05 0.500 0.600 1.100 3 CB-03-A-02 SEMI DETACHED, WORKINGTO CUMBRIA 40 Mon 20/06/05 0.525 0.400 0.925 4 LC-03-A-29 DETACHED/SEMI D., BLACKB LANCASHIRE 185 Thu 10/06/04 0.551 0.346 0.897 5 WO-03-A-03 DETACHED, KIDDERMINSTER WORCESTERSHIRE 138 Fri 05/05/06 0.558 0.319 0.877 6 LN-03-A-02 MIXED HOUSES, LINCOLN LINCOLNSHIRE 186 Mon 14/05/07 0.495 0.355 0.850 7 DC-03-A-01 DETACHED, POOLE DORSET 51 Wed 16/07/08 0.510 0.333 0.843 8 ** WM-03-A-03 MIXED HOUSING, COVENTRY WEST MIDLANDS 84 Mon 24/09/07 0.405 0.369 0.774 9 CH-03-A-05 DETACHED, CREWE CHESHIRE 17 Tue 14/10/08 0.353 0.412 0.765 10 SH-03-A-04 TERRACED, SHREWSBURY SHROPSHIRE 108 Thu 11/06/09 0.463 0.296 0.759 11 SF-03-A-03 MIXED HOUSES, BURY ST ED SUFFOLK 101 Mon 15/05/06 0.525 0.228 0.753 12 SF-03-A-02 SEMI DET./TERRACED, IPSW SUFFOLK 230 Thu 24/05/07 0.478 0.248 0.726 13 CB-03-A-03 SEMI DETACHED, WORKINGTO CUMBRIA 40 Thu 20/11/08 0.475 0.250 0.725 14 EX-03-A-01 SEMI-DET., STANFORD-LE-H ESSEX 237 Tue 13/05/08 0.439 0.274 0.713 15 NT-03-A-03 SEMI DETACHED,KIRKBY-IN- NOTTINGHAMSHIRE 166 Wed 28/06/06 0.398 0.307 0.705 16 WO-03-A-02 SEMI DETACHED, REDDITCH WORCESTERSHIRE 48 Tue 02/05/06 0.458 0.229 0.687 17 CW-03-A-02 SEMI D./DETATCHED, TRURO CORNWALL 73 Tue 18/09/07 0.425 0.219 0.644 18 LN-03-A-01 MIXED HOUSES, LINCOLN LINCOLNSHIRE 150 Tue 15/05/07 0.413 0.213 0.626 19 TV-03-A-01 MIXED HOUSES/FLATS, HART TEES VALLEY 225 Thu 14/04/05 0.409 0.209 0.618 20 NY-03-A-05 HOUSES AND FLATS, RIPON NORTH YORKSHIRE 71 Mon 22/09/08 0.437 0.169 0.606 21 WO-03-A-06 DET./TERRACED, BROMSGROV WORCESTERSHIRE 232 Thu 30/06/05 0.414 0.185 0.599 22 MS-03-A-02 DETACHED, LIVERPOOL MERSEYSIDE 31 Sun 05/09/10 0.323 0.258 0.581 23 CB-03-A-04 SEMI DETACHED, WORKINGTO CUMBRIA 82 Fri 24/04/09 0.354 0.207 0.561 24 CH-03-A-02 HOUSES/FLATS, CREWE CHESHIRE 174 Tue 14/10/08 0.322 0.236 0.558 25 GS-03-A-01 SEMI D./TERRACED, GLOUCE GLOUCESTERSHIRE 73 Tue 25/05/04 0.411 0.137 0.548 26 WM-03-A-01 TERRACED, COVENTRY WEST MIDLANDS 79 Fri 03/02/06 0.342 0.203 0.545 27 BD-03-A-01 SEMI DETACHED, LUTON BEDFORDSHIRE 131 Thu 08/07/04 0.351 0.183 0.534 28 LC-03-A-22 BUNGALOWS, BLACKPOOL LANCASHIRE 98 Tue 18/10/05 0.347 0.173 0.520 29 MS-03-A-01 TERRACED, RUNCORN MERSEYSIDE 372 Thu 06/10/05 0.325 0.194 0.519 30 WL-03-A-01 SEMI D./TERRACED W. BASS WILTSHIRE 99 Mon 02/10/06 0.374 0.141 0.515 31 ST-03-A-05 TERRACED/DETACHED, STOKE STAFFORDSHIRE 14 Wed 26/11/08 0.286 0.214 0.500 32 BD-03-A-02 SEMI DETACHED, LUTON BEDFORDSHIRE 82 Tue 06/07/04 0.232 0.268 0.500 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 2 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
Trip Rate (Sorted by Totals) Travel Rank Site-Ref Description Area DWELLS Day Date Arrivals Departures Totals Plan 33 CW-03-A-01 TERRACED, PENZANCE CORNWALL 13 Thu 30/06/05 0.308 0.154 0.462 34 LE-03-A-01 DETACHED, MELTON MOWBRAY LEICESTERSHIRE 11 Tue 03/05/05 0.273 0.182 0.455 35 SF-03-A-01 SEMI DETACHED, IPSWICH SUFFOLK 77 Wed 23/05/07 0.247 0.169 0.416 36 WM-03-A-02 DETACHED/SEMI D., STRBRI WEST MIDLANDS 12 Wed 26/04/06 0.083 0.333 0.416 37 CA-03-A-02 MIXED HOUSES, PETERBOROU CAMBRIDGESHIRE 363 Thu 13/05/04 0.220 0.190 0.410 38 NY-03-A-01 MIXED HOUSES,NORTHALLERT NORTH YORKSHIRE 52 Tue 25/09/07 0.154 0.231 0.385 39 HF-03-A-02 HOUSES, WELWYN GDN. CITY HERTFORDSHIRE 195 Sun 20/07/08 0.210 0.169 0.379 40 NY-03-A-02 DETACHED, RIPON NORTH YORKSHIRE 22 Sun 21/09/08 0.227 0.136 0.363 41 ** CA-03-A-03 SEMI-DET., PETERBOROUGH CAMBRIDGESHIRE 28 Sun 11/05/08 0.250 0.107 0.357 42 NY-03-A-03 PRIVATE HOUSING, BOROUGH NORTH YORKSHIRE 14 Mon 15/09/08 0.214 0.143 0.357 43 CH-03-A-03 SEMI-DETACHED, CREWE CHESHIRE 80 Sun 19/10/08 0.163 0.163 0.326 44 NY-03-A-04 PRIVATE HOUSING, BOROUGH NORTH YORKSHIRE 23 Sun 14/09/08 0.130 0.174 0.304 45 CH-03-A-06 SEMI-DET./BUNGALOWS,CREW CHESHIRE 129 Tue 14/10/08 0.132 0.140 0.272 46 DS-03-A-01 SEMI D./TERRACED, DRONFI DERBYSHIRE 20 Thu 22/06/06 0.100 0.150 0.250 47 CH-03-A-04 DETACHED/SEMI-DET., CREW CHESHIRE 25 Sun 19/10/08 0.160 0.080 0.240 48 SH-03-A-02 DETATCHED, TELFORD SHROPSHIRE 57 Sun 21/06/09 0.070 0.053 0.123
APPENDIX BGH 14 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 1 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 02 - EMPLOYMENT Category : B - BUSINESS PARK VEHICLES
Selected regions and areas: 02 SOUTH EAST BU BUCKINGHAMSHIRE 1 days HC HAMPSHIRE 1 days HF HERTFORDSHIRE 1 days OX OXFORDSHIRE 1 days 03 SOUTH WEST DC DORSET 1 days WL WILTSHIRE 1 days 04 EAST ANGLIA NF NORFOLK 1 days SF SUFFOLK 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days NT NOTTINGHAMSHIRE 1 days 06 WEST MIDLANDS HE HEREFORDSHIRE 1 days SH SHROPSHIRE 3 days WM WEST MIDLANDS 1 days WO WORCESTERSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NO NORTH LINCOLNSHIRE 1 days 08 NORTH WEST GM GREATER MANCHESTER 1 days 09 NORTH TW TYNE & WEAR 3 days TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 2 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
Filtering Stage 2 selection:
Parameter: Gross floor area Range: 1300 to 121275 (units: sqm)
Public Transport Provision: Selection by: Include all surveys
Date Range: 01/01/03 to 22/10/10
Selected survey days: Monday 3 days Tuesday 5 days Wednesday 1 days Thursday 8 days Friday 4 days
Selected survey types: Manual count 21 days Directional ATC Count 0 days
Selected Locations: Edge of Town Centre 1 Suburban Area (PPS6 Out of Centre) 5 Edge of Town 14 Neighbourhood Centre (PPS6 Local Centre) 1
Selected Location Sub Categories: Industrial Zone 7 Commercial Zone 5 Residential Zone 2 Retail Zone 1 Built-Up Zone 1 Village 1 No Sub Category 4 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 3 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
LIST OF SITES relevant to selection parameters
1 BU-02-B-01 BUSINESS PARK, HIGH WYCOMBE BUCKINGHAMSHIRE LONDON ROAD
HIGH WYCOMBE Edge of Town No Sub Category Total Gross floor area: 1 3 3 0 0 sqm 2 DC-02-B-01 BUSINESS PARK, POOLE DORSET COMMERCIAL ROAD
POOLE Suburban Area (PPS6 Out of Centre) Built-Up Zone Total Gross floor area: 1 5 7 0 sqm 3 GM-02-B-03 BUSINESS PARK, SALE GREATER MANCHESTER CROSS STREET
SALE Edge of Town Industrial Zone Total Gross floor area: 3 9 8 5 sqm 4 HC-02-B-01 BUSINESS PARK, BASINGSTOKE HAMPSHIRE CROCKFORD LANE CHINEHAM BUSINESS PARK BASINGSTOKE Edge of Town Commercial Zone Total Gross floor area: 121275 sqm 5 HE-02-B-01 BUSINESS PARK, NR HEREFORD HEREFORDSHIRE A4103 WITHINGTON NEAR HEREFORD Neighbourhood Centre (PPS6 Local Centre) Village Total Gross floor area: 1 8 8 0 8 sqm 6 HF-02-B-01 BUSINESS PARK, HATFIELD HERTFORDSHIRE ST ALBANS ROAD WEST
HATFIELD Edge of Town Commercial Zone Total Gross floor area: 2 6 0 0 0 sqm 7 LN-02-B-01 BUSINESS PARK, LINCOLN LINCOLNSHIRE BISHOPS ROAD
LINCOLN Edge of Town Industrial Zone Total Gross floor area: 4 4 6 0 sqm 8 NF-02-B-02 BUSINESS PARK, NORWICH NORFOLK WHITING ROAD LONG JOHN'S HILL NORWICH Edge of Town Retail Zone Total Gross floor area: 7 4 0 0 sqm 9 NO-02-B-02 BUSINESS PARK, SCUNTHORPE NORTH LINCOLNSHIRE DONCASTER ROAD
SCUNTHORPE Edge of Town Residential Zone Total Gross floor area: 1 5 7 4 sqm TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 4 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
LIST OF SITES relevant to selection parameters (Cont.)
10 NT-02-B-01 BUSINESS PARK, NOTTINGHAM NOTTINGHAMSHIRE PARK LANE
NOTTINGHAM Suburban Area (PPS6 Out of Centre) No Sub Category Total Gross floor area: 2 3 2 1 sqm 11 OX-02-B-01 BUSINESS PARK, OXFORD OXFORDSHIRE GARSINGTON ROAD COWLEY OXFORD Edge of Town Commercial Zone Total Gross floor area: 3 3 1 0 5 sqm 12 SF-02-B-01 BUSINESS PK, BURY ST EDMUNDS SUFFOLK KEMPSON WAY
BURY ST EDMUNDS Edge of Town Industrial Zone Total Gross floor area: 2 4 8 0 sqm 13 SH-02-B-01 BUSINESS PARK, SHREWSBURY SHROPSHIRE WELSHPOOL ROAD
SHREWSBURY Edge of Town Commercial Zone Total Gross floor area: 1 7 1 9 7 sqm 14 SH-02-B-02 BUSINESS PARK, TELFORD SHROPSHIRE STAFFORD COURT
TELFORD Edge of Town Centre Commercial Zone Total Gross floor area: 9 5 0 0 sqm 15 SH-02-B-03 BUSINESS CENTRE, TELFORD SHROPSHIRE CASTLE STREET HADLEY TELFORD Suburban Area (PPS6 Out of Centre) No Sub Category Total Gross floor area: 1 3 0 0 sqm 16 TW-02-B-02 BUSINESS PARK,NORTH SHIELDS TYNE & WEAR HIGH FLATWORTH
NORTH SHIELDS Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 2 7 1 4 2 sqm 17 TW-02-B-03 BUSINESS PARK, SUNDERLAND TYNE & WEAR CITY WAY EAST HERRINGTON SUNDERLAND Edge of Town No Sub Category Total Gross floor area: 7 7 5 1 3 sqm 18 TW-02-B-04 BUSINESS PARK, NEWCASTLE TYNE & WEAR KINGFISHER BOULEVARD LEMINGTON NEWCASTLE UPON TYNE Edge of Town Industrial Zone Total Gross floor area: 3 8 8 5 3 sqm TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 5 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
LIST OF SITES relevant to selection parameters (Cont.)
19 WL-02-B-01 BUSINESS PK,WOOTTON BASSETT WILTSHIRE HIGH STREET COPED HALL WOOTTON BASSETT Edge of Town Residential Zone Total Gross floor area: 2 6 0 0 sqm 20 WM-02-B-01 BUSINESS PARK, COVENTRY WEST MIDLANDS COURTALD WAY FOLESHILL COVENTRY Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 3 0 0 4 2 sqm 21 WO-02-B-01 BUSINESS PARK, REDDITCH WORCESTERSHIRE BURNT MEADOW ROAD MOORS MOAT NTH IND. EST REDDITCH Edge of Town Industrial Zone Total Gross floor area: 3 5 2 5 sqm TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 6 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
TRIP RATE for Land Use 02 - EMPLOYMENT/B - BUSINESS PARK VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 21 21140 0.150 21 21140 0.042 21 21140 0.192 07:30 - 08:00 21 21140 0.402 21 21140 0.080 21 21140 0.482 08:00 - 08:30 21 21140 0.615 21 21140 0.125 21 21140 0.740 08:30 - 09:00 21 21140 0.811 21 21140 0.144 21 21140 0.955 09:00 - 09:30 21 21140 0.470 21 21140 0.118 21 21140 0.588 09:30 - 10:00 21 21140 0.267 21 21140 0.115 21 21140 0.382 10:00 - 10:30 21 21140 0.151 21 21140 0.108 21 21140 0.259 10:30 - 11:00 21 21140 0.118 21 21140 0.109 21 21140 0.227 11:00 - 11:30 21 21140 0.121 21 21140 0.118 21 21140 0.239 11:30 - 12:00 21 21140 0.141 21 21140 0.131 21 21140 0.272 12:00 - 12:30 21 21140 0.149 21 21140 0.280 21 21140 0.429 12:30 - 13:00 21 21140 0.210 21 21140 0.222 21 21140 0.432 13:00 - 13:30 21 21140 0.238 21 21140 0.274 21 21140 0.512 13:30 - 14:00 21 21140 0.252 21 21140 0.171 21 21140 0.423 14:00 - 14:30 21 21140 0.131 21 21140 0.153 21 21140 0.284 14:30 - 15:00 21 21140 0.132 21 21140 0.162 21 21140 0.294 15:00 - 15:30 21 21140 0.120 21 21140 0.187 21 21140 0.307 15:30 - 16:00 21 21140 0.123 21 21140 0.217 21 21140 0.340 16:00 - 16:30 21 21140 0.104 21 21140 0.339 21 21140 0.443 16:30 - 17:00 21 21140 0.137 21 21140 0.447 21 21140 0.584 17:00 - 17:30 21 21140 0.105 21 21140 0.655 21 21140 0.760 17:30 - 18:00 21 21140 0.084 21 21140 0.495 21 21140 0.579 18:00 - 18:30 21 21140 0.061 21 21140 0.286 21 21140 0.347 18:30 - 19:00 21 21140 0.046 21 21140 0.135 21 21140 0.181 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 5.138 5.113 1 0.251 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 7 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
Parameter summary
Trip rate parameter range selected: 1300 - 121275 (units: sqm) Survey date date range: 01/01/03 - 22/10/10 Number of weekdays (Monday-Friday): 21 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 1 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
RANK ORDER for Land Use 02 - EMPLOYMENT/B - BUSINESS PARK VEHICLES Ranking Type: TOTALS Time Range: 08:00-09:00 15th Percentile = No. 18 (**) 85th Percentile = No. 4 (**)
Median Values Arrivals: 1.390 Departures: 0.397 Totals: 1.787
Trip Rate (Sorted by Totals) Travel Rank Site-Ref Description Area GFA Day Date Arrivals Departures Totals Plan 1 NO-02-B-02 BUSINESS PARK, SCUNTHORP NORTH LINCOLNSHIRE 1574 Thu 22/09/05 3.494 0.254 3.748 2 WL-02-B-01 BUSINESS PK,WOOTTON BASS WILTSHIRE 2600 Mon 02/10/06 2.423 0.385 2.808 3 SH-02-B-01 BUSINESS PARK, SHREWSBUR SHROPSHIRE 17197 Tue 14/06/05 2.058 0.570 2.628 4 ** NF-02-B-02 BUSINESS PARK, NORWICH NORFOLK 7400 Thu 17/05/07 2.162 0.243 2.405 5 SF-02-B-01 BUSINESS PK, BURY ST EDM SUFFOLK 2480 Wed 10/05/06 2.218 0.161 2.379 6 OX-02-B-01 BUSINESS PARK, OXFORD OXFORDSHIRE 33105 Tue 21/10/03 2.099 0.205 2.304 7 NT-02-B-01 BUSINESS PARK, NOTTINGHA NOTTINGHAMSHIRE 2321 Thu 17/05/07 1.810 0.474 2.284 8 SH-02-B-02 BUSINESS PARK, TELFORD SHROPSHIRE 9500 Mon 22/06/09 1.958 0.242 2.200 9 TW-02-B-03 BUSINESS PARK, SUNDERLAN TYNE & WEAR 77513 Thu 09/10/08 1.773 0.267 2.040 Yes 10 LN-02-B-01 BUSINESS PARK, LINCOLN LINCOLNSHIRE 4460 Tue 17/05/05 1.457 0.583 2.040 11 WO-02-B-01 BUSINESS PARK, REDDITCH WORCESTERSHIRE 3525 Tue 02/05/06 1.390 0.397 1.787 12 BU-02-B-01 BUSINESS PARK, HIGH WYCO BUCKINGHAMSHIRE 13300 Thu 08/07/04 1.571 0.180 1.751 13 HC-02-B-01 BUSINESS PARK, BASINGSTO HAMPSHIRE 121275 Thu 22/11/07 1.375 0.366 1.741 Yes 14 DC-02-B-01 BUSINESS PARK, POOLE DORSET 1570 Thu 17/07/08 1.529 0.127 1.656 15 HF-02-B-01 BUSINESS PARK, HATFIELD HERTFORDSHIRE 26000 Mon 07/07/08 1.485 0.119 1.604 16 TW-02-B-04 BUSINESS PARK, NEWCASTLE TYNE & WEAR 38853 Thu 11/12/08 1.264 0.245 1.509 17 GM-02-B-03 BUSINESS PARK, SALE GREATER MANCHESTER 3985 Fri 28/05/04 1.330 0.050 1.380 18 ** WM-02-B-01 BUSINESS PARK, COVENTRY WEST MIDLANDS 30042 Fri 10/02/06 0.809 0.273 1.082 19 SH-02-B-03 BUSINESS CENTRE, TELFORD SHROPSHIRE 1300 Tue 16/06/09 0.846 0.077 0.923 20 TW-02-B-02 BUSINESS PARK,NORTH SHIE TYNE & WEAR 27142 Fri 10/10/08 0.501 0.103 0.604 21 HE-02-B-01 BUSINESS PARK, NR HEREFO HEREFORDSHIRE 18808 Fri 22/10/10 0.069 0.021 0.090 TRICS 2011(b)v6.8.2 270911 B14.59 (C) 2011 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 24/11/11 Page 1 OFF-LINE VERSION Bryan G Hall josephs well leeds Licence No: 604801
RANK ORDER for Land Use 02 - EMPLOYMENT/B - BUSINESS PARK VEHICLES Ranking Type: TOTALS Time Range: 17:00-18:00 15th Percentile = No. 18 (**) 85th Percentile = No. 4 (**)
Median Values Arrivals: 0.165 Departures: 1.338 Totals: 1.503
Trip Rate (Sorted by Totals) Travel Rank Site-Ref Description Area GFA Day Date Arrivals Departures Totals Plan 1 SH-02-B-01 BUSINESS PARK, SHREWSBUR SHROPSHIRE 17197 Tue 14/06/05 0.611 2.128 2.739 2 NF-02-B-02 BUSINESS PARK, NORWICH NORFOLK 7400 Thu 17/05/07 0.311 1.932 2.243 3 WL-02-B-01 BUSINESS PK,WOOTTON BASS WILTSHIRE 2600 Mon 02/10/06 0.154 2.000 2.154 4 ** NO-02-B-02 BUSINESS PARK, SCUNTHORP NORTH LINCOLNSHIRE 1574 Thu 22/09/05 0.191 1.842 2.033 5 NT-02-B-01 BUSINESS PARK, NOTTINGHA NOTTINGHAMSHIRE 2321 Thu 17/05/07 0.259 1.594 1.853 6 DC-02-B-01 BUSINESS PARK, POOLE DORSET 1570 Thu 17/07/08 0.510 1.338 1.848 7 BU-02-B-01 BUSINESS PARK, HIGH WYCO BUCKINGHAMSHIRE 13300 Thu 08/07/04 0.203 1.632 1.835 8 TW-02-B-03 BUSINESS PARK, SUNDERLAN TYNE & WEAR 77513 Thu 09/10/08 0.228 1.560 1.788 Yes 9 OX-02-B-01 BUSINESS PARK, OXFORD OXFORDSHIRE 33105 Tue 21/10/03 0.187 1.492 1.679 10 SH-02-B-02 BUSINESS PARK, TELFORD SHROPSHIRE 9500 Mon 22/06/09 0.105 1.411 1.516 11 HF-02-B-01 BUSINESS PARK, HATFIELD HERTFORDSHIRE 26000 Mon 07/07/08 0.165 1.338 1.503 12 SF-02-B-01 BUSINESS PK, BURY ST EDM SUFFOLK 2480 Wed 10/05/06 0.161 1.331 1.492 13 GM-02-B-03 BUSINESS PARK, SALE GREATER MANCHESTER 3985 Fri 28/05/04 0.226 1.230 1.456 14 WO-02-B-01 BUSINESS PARK, REDDITCH WORCESTERSHIRE 3525 Tue 02/05/06 0.085 1.333 1.418 15 HC-02-B-01 BUSINESS PARK, BASINGSTO HAMPSHIRE 121275 Thu 22/11/07 0.211 1.018 1.229 Yes 16 LN-02-B-01 BUSINESS PARK, LINCOLN LINCOLNSHIRE 4460 Tue 17/05/05 0.179 0.919 1.098 17 TW-02-B-04 BUSINESS PARK, NEWCASTLE TYNE & WEAR 38853 Thu 11/12/08 0.139 0.947 1.086 18 ** SH-02-B-03 BUSINESS CENTRE, TELFORD SHROPSHIRE 1300 Tue 16/06/09 0.154 0.692 0.846 19 WM-02-B-01 BUSINESS PARK, COVENTRY WEST MIDLANDS 30042 Fri 10/02/06 0.063 0.609 0.672 20 TW-02-B-02 BUSINESS PARK,NORTH SHIE TYNE & WEAR 27142 Fri 10/10/08 0.048 0.309 0.357 21 HE-02-B-01 BUSINESS PARK, NR HEREFO HEREFORDSHIRE 18808 Fri 22/10/10 0.016 0.027 0.043
APPENDIX BGH 15 Expanded Table 2.2 - Distribution of Residential Trips based upon AM plus PM Matrices
Direction Origin/Destination Sector Distribution BGH 2001 Census - Sector Description Ward Stamford St 1 Zone 90002 Residential 8% 18% *Note in Census assumed Stamford to the west of Town Centre 2 Within Stamford 40% 40% 3 A1 North of Stamford 7% 6% 4 A1 South of Stamford 14% 23% 5 Zones East of A1 17% 2% 6 Zones West of A1 13% 7% 7 Urban Extension Zones 1% North of Stamford (non A1) n/a 4% Total 100% 100% 1 Zone 90002 Residential 7% 18% *Note in Census assumed Stamford to the west of Town Centre 2 Within Stamford 43% 40% 3 A1 North of Stamford 10% 6% 4 A1 South of Stamford 9% 23% 5 Zones East of A1 17% 2% 6 Zones West of A1 13% 7% 7 Urban Extension Zones 1% North of Stamford (non A1) n/a 4% Total 100% 100%
Expanded Table 2.3 - Distribution of Residential Trips based upon AM plus PM Matrices
Direction Origin/Destination Sector Distribution BGH 2001 Census Wards-Area of Workplace - All Saints, St George's, St Mary's & Stamford St Johns's Sector Description 1 Zone 90003 Employment 0% 2 Within Stamford 67% 69% 3 A1 North of Stamford 0% 6% 4 A1 South of Stamford 0% 7% 5 Zones East of A1 32% 6% 6 Zones West of A1 0% 4% 7 Urban Extension Zones 0% North of Stamford (non A1) n/a 8% Total 99% 100% 1 Zone 90003 Employment 0% 2 Within Stamford 72% 69% 3 A1 North of Stamford 0% 6% 4 A1 South of Stamford 0% 7% 5 Zones East of A1 27% 6% 6 Zones West of A1 0% 4% 7 Urban Extension Zones 0% North of Stamford (non A1) n/a 8% Total 99% 100%
APPENDIX BGH 16
• Trip generation and distribution was performed for the committed and considered developments (urban redevelopment and urban extension) for each forecast scenario. • Factors from DfT WebTAG guidelines for TEMPRO adjustments due to income and fuel costs were applied (due to the model having fixed mode choice).
The outputs of the scenarios were then assessed – the results are described in Section 4.
3.6 Households
The committed developments in Stamford are shown in Table 3-A, and includes all the housing that has been committed and approved up to the development of the 2009 base model. These are established from the Strategic Housing Land Availability Assessment (Annual Review to March 2009) and subsequent advice from Lincolnshire County Council and South Kesteven District Council. For the forecast models the trips produced by these developments were added to specific points on the network.
Committed Development 2026
North of Chatsworth Road 89 Roman Mill, Little Casterton Road 14 28a Scotgate 5 R/O 52-58 Scotgate 5 Belton St/ Gas Street 13 R/O 43-46 St Pauls Street 7 Tinwell Road Lane, Stamford 1 Distributed throughout residential areas 184 Total 318 Table 3-A Committed Housing Developments
The urban redevelopment sites in Stamford represent a potential housing capacity for 301 new dwellings, and are shown in Table 3-B. The locations of the sites are shown on Figure 3-A.
Urban Redevelopment Site Description 2026 Housing STAM03 Jacksons Building Centre, Radcliffe Road 12 STAM04 North Street car park 14 STAM05 Stamford AFC, Kettering Road 60 STAM06 Sharmans Depot, Barnack Road 13 STAM07 Welland Quarter, Stamford - STAM08 Off Barnack Road, Stamford - STAM09 Land to the South of Uffington Road 117 STAM10 Meadow View, Uffington Road 16 STAM11 Land East of Meadow View, Uffington Road 17 STAM12 Land North of Uffington Road 52 STAM13 Adj Tollbar House, Uffington Road, Stamford - TOTAL 301
Table 3-B Urban Redevelopment Site Housing
Stamford Forecasting Results Report (Final).doc 8
APPENDIX BGH 17 AM PEAK PERIOD TOTAL AVERAGE DEVELOPMENT FLOWS
27 0 0 A1 Great North Road (N) 0
41 0 27 1 0 0 0 0
SB Off Slip 1 B1081 Casterton Road 0 0 0 0 SB On Slip 0 Arran Road Ermine Way A6121 North Street Primrose Way Primrose 20 2 Newcomb Court 0 0 0 3 6 68 0 156 109 0 1 0 45 0 0 0 0 0 13 0 195 10 55 55 0 29 10 0 7 1 0 0 0 0 0 0 0 0 0 0 0 0 13 126 0 68 0 151 5 76 55 47 109 0 46 0 1 0 45 0 0 0 0 0 126 0 0 185 0 0 0 0 22 0 0 0 47 0 0 0 17 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A606 Epingham Road B1081 Scotgate West Empingham Road B1081 Scotgate East 16 22 10 275 230 0 101 0 0 0 112 0 0 30 19 60 0 5 0 0 45 12 0 0 22 0 0 0 0 37 1 0 0 0 36 57 0 0 0 0 0 275 0 0 254 131 0 0 101 0 0 0 20 0 35 0 29 280 0 0 24 0 131 0 0 0 0 88 41 41 0 0 0 0 0 0 0 0 0 0 0 0 112 110 5 57 22 38 0 0 241 0 0 0 88 0 0 2 18 0 0 0 0 0
Employment Access Residential Access Residential Access Roman Bank A6121 West Street
NB On Slip 0 Queens Walk 0 0
Casterton Road Casterton NB Off Slip 0
9 0 104 0 0 0 0 0 0 0 0 0 9 0 0 0 0 0 22 0 0 0 22 0
Off Slip 0 0
Residential Access Roman Bank A6121 West Street
31 0 0 On Slip 0 90 0 16 0 0 0 0 0 3 0 18 51 51 22 0 0 0 0 0 0 3 24 0 0 18 37 53 0 0 16 67 0 0 0 0 0 24 0 0 0 0 0 0 0 0 0 0 0 45 0 0 0 0 0 0 0 A6121 Tinwell Road Tinwell Road 5 31 2 20 0 0 21 0 0 0 0 0 0 0 0 0 0 12 43 8 0 0 0 23 7 0 12 0 6 0 4 24 23 0 0 0 0 0 0 0 21 0 0 On Slip 0 0 7 0 0
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21 0 Off Slip Vehicles Total Vehicles HGV A1 Great North Road (S) PM PEAK PERIOD TOTAL AVERAGE DEVELOPMENT FLOWS
2 0 0 A1 Great North Road (N) 0
16 0 2 14 0 0 0 0
SB Off Slip 0 B1081 Casterton Road 0 0 0 14 SB On Slip 0 Arran Road Ermine Way A6121 North Street Primrose Way Primrose 78 11 Newcomb Court 0 0 0 0 55 18 0 17 29 0 0 0 29 0 0 0 0 0 10 0 44 25 243 243 6 113 65 0 78 23 0 0 0 0 0 0 0 0 0 0 0 0 10 24 0 18 0 11 0 288 243 154 29 0 148 0 0 0 29 0 0 0 0 0 24 0 0 19 0 0 0 0 46 0 0 0 148 0 0 0 35 65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 A606 EpinghPM Road B1081 Scotgate West EmpinghPM Road B1081 Scotgate East 14 89 8 42 42 0 63 0 0 0 14 0 0 131 80 254 0 30 0 0 0 12 0 0 4 0 0 0 0 47 0 0 0 0 57 146 0 0 0 0 0 42 0 0 98 69 0 0 63 0 0 0 42 0 57 0 15 47 0 0 56 0 69 0 0 0 0 60 31 31 0 0 0 0 0 0 0 0 0 0 0 0 14 465 30 12 4 47 0 0 50 0 0 0 60 0 0 5 37 0 0 0 0 0
Employment Access Residential Access Residential Access Roman Bank A6121 West Street
NB On Slip 0 Queens Walk 0 0
Casterton Road Casterton NB Off Slip 0
1 0 13 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 15 0 0 0 15 0
Off Slip 0 0
Residential Access Roman Bank A6121 West Street
24 0 0 On Slip 0 56 0 32 0 0 0 0 0 7 0 40 27 27 15 0 0 0 0 0 0 7 40 0 0 40 28 29 0 0 32 59 0 0 0 0 0 40 0 0 0 0 0 0 0 0 0 0 0 44 0 0 0 0 0 0 0 A6121 Tinwell Road Tinwell Road 4 24 8 4 0 0 33 0 0 0 0 0 0 0 0 0 0 4 28 8 0 0 0 10 0 0 4 0 0 0 6 10 10 0 0 0 0 0 0 0 33 0 0 On Slip 0 0 0 0 0
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33 0 Off Slip Vehicles Total Vehicles HGV A1 Great North Road (S)
APPENDIX BGH 18 AM PEAK PERIOD 2026 SCENARIO 2a - DO MINIMUM AVERAGE
234 16 1 A1 Great North Road (N) 0
253 185 49 606 19 0 1 7
SB Off Slip 170 B1081 Casterton Road 2 434 5 2 SB On Slip 0 Arran Road Ermine Way A6121 North Street Primrose Way Primrose 272 56 Newcomb Court 9 0 109 11 210 302 1 270 77 0 13 2 422 20 3 1 0 4 342 169 384 275 349 349 17 249 66 1 493 282 15 4 4 3 4 4 0 3 1 0 5 3 501 410 98 204 196 0 74 349 349 398 15 62 443 1 7 5 100 215 107 16 159 20 241 2 18 0 2 0 1 4 0 4 0 4 381 0 1 5 194 54 0 0 0 1 1 2 1 1 16 0 0 0 4 2 1 0 A606 Epingham Road B1081 Scotgate West Empingham Road B1081 Scotgate East 254 159 51 384 384 22 175 2 15 101 68 11 6 0 0 0 1 0 0 4 0 0 4 0 36 1 2 0 93 324 24 0 13 5 336 397 0 0 0 0 0 384 0 0 384 211 0 0 204 1 4 0 82 12 238 15 333 384 0 4 0 4 189 2 29 2 158 311 118 171 1 9 4 5 0 0 2 0 2 4 1 1 169 0 0 0 37 441 18 0 0 0 0 0 151 5 38 52 190 0 2 0 0 2
Employment Access Residential Access Residential Access Roman Bank A6121 West Street
NB On Slip 1 Queens Walk 0 0
Casterton Road Casterton NB Off Slip 0
63 104 105 1 0 0 18 0 238 69 0 3 167 1 0 0 0 0 311 238 3 3 311 3
Off Slip 328 15
Residential Access Roman Bank A6121 West Street
299 15 7 On Slip 328 0 0 243 238 15 3 3 350 40 0 476 469 311 5 0 0 5 5 3 444 423 115 213 596 0 0 73 0 170 639 237 1 6 94 8 383 0 15 23 596 0 0 0 1 0 2 7 328 3 0 1 8 23 0 4 A6121 Tinwell Road A6121 Tinwell Road Tinwell Road 354 259 0 42 0 149 73 7 15 0 0 0 0 0 0 5 4 422 566 566 0 0 0 180 68 7 307 22 566 22 375 417 180 2 0 7 22 4 4 2 222 0 9 On Slip 0 0 162 0 1
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222 9 Off Slip Vehicles Total Vehicles HGV A1 Great North Road (S) HGV Proportion 1.1%
Stamford NTM - 2010 to 2026 1.177 Principle 1.167 Trunk 1.172 Avg PM PEAK PERIOD 2026 SCENARIO 2a - DO MINIMUM AVERAGE
47 19 0 A1 Great North Road (N) 0
326 0 47 420 9 0 0 1
SB Off Slip 92 B1081 Casterton Road 0 324 1 4 SB On Slip 0 Arran Road Ermine Way A6121 North Street Primrose Way Primrose 271 34 Newcomb Court 4 0 253 1 231 373 1 97 35 0 8 1 404 9 0 0 0 2 243 184 547 294 353 353 13 169 102 3 426 180 1 1 2 1 1 1 0 1 0 0 2 1 362 325 102 271 38 0 59 353 353 231 8 27 245 1 4 3 179 195 30 1 119 7 141 2 7 0 0 0 0 1 0 1 0 1 218 0 0 1 76 98 0 0 0 15 1 1 0 0 6 0 0 0 1 0 0 0 A606 Epingham Road B1081 Scotgate West Empingham Road B1081 Scotgate East 309 122 65 368 368 85 307 7 23 105 82 6 2 0 0 0 0 0 0 1 0 0 1 0 192 0 1 0 184 350 18 0 1 6 464 485 0 0 0 0 0 368 0 0 368 499 1 0 320 1 1 0 155 10 363 9 303 368 0 1 0 1 414 1 13 1 358 647 285 329 4 7 1 1 0 0 1 0 1 2 1 1 187 0 0 0 192 552 7 0 0 0 0 1 282 2 21 89 185 0 1 0 0 4
Employment Access Residential Access Residential Access Roman Bank A6121 West Street
NB On Slip 0 Queens Walk 0 0
Casterton Road Casterton NB Off Slip 0
95 62 92 0 0 0 7 0 194 151 0 1 157 0 0 0 0 0 474 194 1 1 474 1
Off Slip 311 8
Residential Access Roman Bank A6121 West Street
342 9 113 On Slip 311 0 0 84 194 8 0 1 277 66 0 752 639 474 1 0 0 2 2 1 378 341 117 194 469 0 0 9 0 75 715 194 0 1 101 2 275 2 6 8 469 0 0 0 0 0 0 2 241 1 0 0 2 8 0 1 A6121 Tinwell Road A6121 Tinwell Road Tinwell Road 251 276 0 112 0 168 64 4 9 0 0 0 0 0 0 5 1 359 518 518 0 0 0 291 108 10 242 16 518 16 372 484 291 1 6 7 16 1 1 1 232 0 6 On Slip 0 0 209 0 6
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232 6 Off Slip Vehicles Total Vehicles HGV A1 Great North Road (S) HGV Proportion 0.3%
Stamford NTM - 2010 to 2026 1.190 Principle 1.180 Trunk 1.185 Avg AM PEAK PERIOD 2026 SCENARIO 4a - DO SOMETHING AVERAGE
234 16 1 A1 Great North Road (N) 0
253 185 49 597 19 0 1 7
SB Off Slip 163 B1081 Casterton Road 2 432 5 2 SB On Slip 0 Arran Road Ermine Way A6121 North Street Primrose Way Primrose 272 56 Newcomb Court 9 0 100 10 227 302 1 451 77 0 14 2 398 20 5 1 0 4 342 169 511 226 343 343 9 246 63 1 490 261 15 4 5 2 4 4 0 3 1 0 5 3 501 410 98 204 211 151 89 373 343 365 19 58 414 2 7 5 127 168 103 16 159 20 241 2 18 185 2 2 1 4 30 4 0 4 356 0 1 5 168 52 0 0 0 2 1 2 1 1 16 2 0 0 4 2 1 0 A606 Epingham Road B1081 Scotgate West Empingham Road B1081 Scotgate East 254 159 48 447 447 28 243 2 14 101 68 11 6 30 19 58 1 45 0 5 0 12 5 0 62 1 3 0 94 333 24 0 13 5 336 397 0 0 1 0 0 447 0 0 529 305 1 0 276 1 4 0 82 12 238 15 209 492 0 5 82 6 277 3 33 3 161 373 153 191 1 9 2 6 0 1 3 0 2 4 2 2 169 107 45 12 63 451 18 1 235 0 0 1 210 5 24 52 190 3 2 0 0 2
Employment Access Residential Access Residential Access Roman Bank A6121 West Street
NB On Slip 0 Queens Walk 0 0
Casterton Road Casterton NB Off Slip 0
63 104 105 0 0 0 18 0 196 69 0 2 167 1 0 0 0 0 322 196 4 2 322 4
Off Slip 328 15
Residential Access Roman Bank A6121 West Street
299 15 15 On Slip 328 158 0 220 195 15 3 2 350 40 18 507 492 322 5 0 0 5 5 4 444 423 115 213 596 97 61 60 0 160 652 195 0 6 94 8 383 0 15 23 578 1 1 0 1 0 2 8 330 2 0 1 8 23 0 4 A6121 Tinwell Road A6121 Tinwell Road Tinwell Road 354 259 2 57 0 149 73 7 15 0 0 0 0 1 0 5 4 422 566 471 0 0 0 202 68 7 307 22 469 21 340 397 202 2 0 7 21 4 5 2 222 0 9 On Slip 0 0 162 0 1
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222 9 Off Slip Vehicles Total Vehicles HGV A1 Great North Road (S) HGV Proportion 1.1%
Stamford NTM - 2010 to 2026 1.177 Principle 1.167 Trunk 1.172 Avg PM PEAK PERIOD 2026 SCENARIO 4a - DO SOMETHING AVERAGE
47 19 0 A1 Great North Road (N) 0
322 0 47 417 9 0 0 1
SB Off Slip 95 B1081 Casterton Road 0 317 1 5 SB On Slip 0 Arran Road Ermine Way A6121 North Street Primrose Way Primrose 268 34 Newcomb Court 4 0 223 0 249 369 1 118 34 0 8 1 402 9 0 0 0 1 240 182 489 247 518 518 19 219 118 2 436 174 1 1 2 1 2 2 0 1 0 0 2 1 357 321 101 268 44 11 63 559 518 315 6 28 324 1 4 3 159 214 29 1 117 7 139 2 7 19 0 0 0 2 41 2 0 1 296 0 0 1 105 116 0 0 0 13 0 1 0 0 6 0 0 0 1 0 0 0 A606 Epingham Road B1081 Scotgate West Empingham Road B1081 Scotgate East 306 121 81 303 303 79 293 7 26 104 81 6 2 131 80 249 0 59 0 1 0 14 1 0 169 0 1 0 184 357 23 0 1 6 460 480 0 0 1 0 0 303 0 0 359 462 1 0 309 1 1 0 154 10 359 9 233 361 0 1 56 1 383 1 16 1 334 615 273 316 4 7 1 1 0 0 1 0 1 2 1 1 185 460 59 14 169 564 7 1 47 0 0 1 274 2 17 88 183 0 1 0 0 4
Employment Access Residential Access Residential Access Roman Bank A6121 West Street
NB On Slip 1 Queens Walk 0 1
Casterton Road Casterton NB Off Slip 0
94 61 91 0 0 0 7 0 216 149 0 1 155 0 0 0 0 0 477 216 1 1 477 1
Off Slip 308 8
Residential Access Roman Bank A6121 West Street
339 9 91 On Slip 308 59 0 114 216 8 0 1 274 66 59 747 656 477 1 0 0 2 2 1 374 338 116 192 464 28 31 17 0 97 753 216 0 1 100 2 272 2 6 8 405 0 0 0 0 0 0 2 276 1 0 0 2 8 0 1 A6121 Tinwell Road A6121 Tinwell Road Tinwell Road 248 273 24 110 0 166 63 4 9 0 0 0 0 0 0 5 1 355 512 508 0 0 0 286 107 10 239 16 484 16 392 502 286 1 6 7 16 1 1 1 229 0 6 On Slip 0 0 207 0 6
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229 6 Off Slip Vehicles Total Vehicles HGV A1 Great North Road (S) HGV Proportion 0.3%
Stamford NTM - 2010 to 2026 1.177 Principle 1.167 Trunk 1.172 Avg