Buckingham Transport Model Traffic Forecasting and Assumptions August 2012 Document Control Sheet Client: Project: Document Title: Ref. No: ORIGINAL DATE 22/08/2012 BPP 04 F8 Version 14 July 2012 Project No: Transport for Buckinghamshire Buckingham Transport Model Traffic Forecasting and Assumptions B1279862/TM03 BTM/TFAR Originated by Checked by Reviewed by Approved by NAME NAME NAME NAME Hadley Dickinson-Lovett Christine Paine Richard Smith Richard Smith INITIALS HDL Document Status INITIALS Final ACP INITIALS RS INITIALS REVISION NAME NAME NAME NAME DATE INITIALS INITIALS INITIALS INITIALS RS Document Status Jacobs U.K. Limited This document has been prepared by a division, subsidiary or affiliate of Jacobs U.K. Limited (“Jacobs”) in its professional capacity as consultants in accordance with the terms and conditions of Jacobs’ contract with the commissioning party (the “Client”). 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Contents 1 1.1 1.2 1.3 Introduction Purpose of Report Buckingham Study Area Structure of Report 1 1 1 2 2 2.1 2.2 2.3 Land Use Assumptions Policy Background Do-Minimum Development Silverstone Masterplan 3 3 3 5 3 Transport Infrastructure Provision 6 4 4.1 4.2 4.3 4.4 4.5 Traffic Forecasting Introduction Overview of Modelling Methodology Through-Trip and Trend-Based Growth Factors Do-Minimum Development Trip Generation Final Forecast Matrices 7 7 7 8 9 9 5 Summary Table 2-A 10 Table 4-A Table 4-B Table 4-C Do-Minimum Land Use Development – Housing and Mixed Use Allocations Do-Minimum Land Use Development – Employment Allocations Transport Provision associated with Do-Minimum Developments Growth Factors for Background Growth and Through Trips Peak Period Trip Generation from Developments Total Trips for the Forecast Scenarios 6 8 9 9 Figure 1-A Figure 2-A Figure 4-A Buckingham Study Area Locations of Do-Minimum Land Use Development Overview of Forecasting Methodology 1 5 7 Appendix A Appendix B Glossary Do-Minimum Development Assumptions Table 2-B Table 3-A 4 4 1 Introduction 1.1 Purpose of Report Jacobs was commissioned by Transport for Buckinghamshire (TfB) and Aylesbury Vale District Council (AVDC) to develop a 2011 base year transport model which reflects current traffic conditions, providing a platform from which future traffic levels and patterns of movement can be assessed. Details of the base model development are provided in the ‘Local Model Validation Report’ for the Buckingham Transport Model dated June 2012. This report describes the assumptions for future year land use and the traffic forecasting methodology used to build a traffic model of Buckingham for 2031. The scenario considered is the Do-Minimum scenario, which provides a basis to assess the future performance of the Buckingham highway network and the impact of potential changes in land use or transportation infrastructure. 1.2 Buckingham Study Area Buckingham is located in the Aylesbury Vale District in Buckinghamshire, with a current population around 12,000, with a larger community area of nearly 25,000 including surrounding villages. The town is situated approximately 13 miles west of Milton Keynes and 17 miles north of Aylesbury. The strategic highway network consists of the A413, A422 and A421 which provide north-south and east-west connections to the rest of the County and major urban areas outside Buckinghamshire. The study area for this assessment comprises the urban area of Buckingham, and its approaches, as shown in Figure 1-A. Contains Ordnance Survey data © Crown copyright and database right 2011 Figure 1-A N Buckingham Study Area Buckingham Transport Model - Traffic Forecasting and Assumptions - Final.doc 1 1.3 Structure of Report The contents of the report are outlined below: • • • • • Section 1 – overview of the report purpose and background information Section 2 – description of assumptions regarding housing and employment land use Section 3 – description of assumed changes to transport provision Section 4 – description of traffic forecasting methodology including traffic growth factors Section 5 – summary of the report A glossary of terms is presented in Appendix A. Buckingham Transport Model - Traffic Forecasting and Assumptions - Final.doc 2 2 Land Use Assumptions 2.1 Policy Background The Aylesbury Vale District Local Plan (AVDLP) was adopted in January 2004. The Local Plan forms part of the Development Plan and presents AVDC’s policies and proposals for the use of land and buildings. The development strategy defined in the Local Plan provides for 200 houses at a site off Moreton Road to the north of Buckingham, an employment development within and adjacent to Buckingham Industrial Park and two sites for retail and mixed use development. The original timetable for completion of these developments covered a period up to 2011. The commitments identified are now nearing completion, or are under way. Further developments have been granted planning permission including the ‘Hallam Land’ site consisting of 700 houses and 8,600sqm of employment at a major greenfield site off London Road to the south of the A421. 2.2 Do-Minimum Development This section establishes the Do-Minimum land use development in Buckingham. The information on sites that will deliver housing is taken from AVDC’s position statement on District Housing Land Supply (September 2011) and consultation with AVDC. The current supply of housing land is made up of: • • Sites with planning permission Sites that do not yet have planning permission, but have been approved in principle, subject to the completion of a Section 106 or planning obligation agreement The full list of housing and mixed-use developments is presented in Table 2-A, with other land use types (e.g. employment and retail-led sites) shown in Table 2-B. A plan of these developments is shown in Figure 2-A, and the full list is included in Appendix B. All assumptions have been agreed in consultation with AVDC. The latest AVDC projection of completion rates forecasts these developments being fully built out by 2031. The Coalition Government Localism Agenda will inform the future location and quantum of growth beyond existing committed developments. Buckingham Transport Model - Traffic Forecasting and Assumptions - Final.doc 3 No. of Dwellings constructed to 2011 No. of Dwellings to be constructed to 2031 ID Reference (Local Plan/ Planning Location Application) 1 09/01035/AOP London Road site, south of A421 2 06/01809/AOP Moreton Road 3 07/01003/AOP Bridge Street 4 06/03332/AOP Tingewick Road 93 Market Hill 61 5 700 118 82 103 Total 1,039 Table 2-A Do-Minimum Land Use Development – Housing and Mixed Use Allocations Note: Table includes sites with dwellings completed in 2011, for completeness. In addition to the developments presented in Table 2-A, there are also a number of smaller development sites of less than 5 dwellings providing an additional 35 dwellings. In summary it is forecast that there are 1,074 (1,039 + 35) dwellings to be constructed by 2031. Table 2-B presents a list of assumed employment-led developments. The Tingewick Road housing development would involve the loss of existing employment floor space. ID Reference (Local Plan/ Planning Location Application) 1 09/01035/AOP London Road site, south of A421 3 07/01003/AOP Bridge Street 4 06/03332/AOP Tingewick Road 6 10/00360/APP Tesco Store Extension, London Road Total Table 2-B Business Land Use (GFA)* Retail and Other Land Use (GFA)* 8,600 1,400 216 2,046 (B1) -12,395 (B8) 2,490 -1,749 4,106 Do-Minimum Land Use Development – Employment Allocations Note: * GFA presented in units of sqm Buckingham Transport Model - Traffic Forecasting and Assumptions - Final.doc 4 Key London Road site, south of A421 Bridge Street Tingewick Road Tesco Extension, London Road Market Hill Figure 2-A 2.3 Locations of Do-Minimum Land Use Development Silverstone Masterplan Silverstone is approximately 6 miles to the north of Buckingham and will be a significant trip attractor in the area. Phase 1 of the Silverstone Masterplan, which comprises about 25% of the whole development vision, has been awarded planning approval subject to the completion of a Section 106 agreement. For the purposes of the development of the Do-Minimum models it is assumed that only Phase 1 will be completed by 2031. Phase 1 comprises: • • • Business Park Education Campus One Hotel Buckingham Transport Model - Traffic Forecasting and Assumptions - Final.doc 5 3 Transport Infrastructure Provision The majority of the Do-Minimum developments described in Section 2 will be delivered without the need for significant new highway infrastructure. However, the larger development off London Road to the south of the A421 will involve the construction of new access junctions. A list of new transport infrastructure assumed in the forecast modelling is presented in Table 3-A. Any provision associated with Do-Minimum development that is already constructed forms part of the ‘baseline’ infrastructure, and hence is excluded from this table. ID Development Assumed provision associated with Do-Minimum developments Additional arm on the London Road / Tesco access roundabout 1 London Road site, south of A421 Additional 3-arm roundabout 180m south of the Tesco roundabout Enlargement of London Road / A421 roundabout 2 Moreton Road Reduce speed limit from 40mph to 30mph - N/A Pedestrian crossing on London Road connecting Meadway and Hare Close pedestrian route Table 3-A Transport Provision associated with Do-Minimum Developments Buckingham Transport Model - Traffic Forecasting and Assumptions - Final.doc 6 4 Traffic Forecasting 4.1 Introduction This section describes the traffic forecasting methodology for the development of the 2031 Do-Minimum scenarios. The forecasting process utilises the land use and transport infrastructure assumptions described in Sections 2 and 3. 4.2 Overview of Modelling Methodology The Buckingham Transport Model provides an accurate baseline in terms of traffic volumes, journey times, and general congestion and is an appropriate base upon which to apply traffic growth forecasts. The Buckingham Transport Model is validated to a 2011 base year and reflects typical morning (08:00 – 09:00) and evening (17:00 – 18:00) peak traffic conditions. Further detail on the 2011 base year model may be viewed in the ‘Local Model Validation Report’ for the Buckingham Transport Model, dated June 2012. The approach to establishing forecast scenarios takes the 2011 scenario as the baseline and translates the trend, land use, and transport infrastructure assumptions into a set of traffic growth assumptions. Figure 4-A presents an overview of the forecasting methodology. Figure 4-A Overview of Forecasting Methodology First, a set of traffic growth factors are derived from the TEMPRO database. TEMPRO is a software package created by the Department for Transport (DfT), which provides forecast data on trips for transport planning purposes. The version of the software used in this assessment (version 6.2 with dataset version 6.2) provides multi-modal trip data for the years 1991 to 2041. Outputs are given in terms of growth factors between the selected base and forecast years or as raw trip-end data. TEMPRO provides two elements of the traffic growth forecast in this approach. Firstly, factors are derived for longer distance (external – external) through-trips Buckingham Transport Model - Traffic Forecasting and Assumptions - Final.doc 7 which are not directly associated with land use in Buckingham and will take into account growth in neighbouring areas such as Milton Keynes and Bicester. Secondly, the TEMPRO database provides a trend-based traffic growth factor related to socio-demographic changes in Buckingham. The second growth factor affects only those trips with an origin and/or a destination within Buckingham. Each of these growth factors is further adjusted by the application of a fuel price and income adjustment factor which is appropriate for transport models with fixed trip matrices. Next, traffic growth levels associated with the Do-Minimum land use assumptions are established. Whilst the TEMPRO software provides factors to reflect both sociodemographic trends and policy-based growth related to land use, the zones within TEMPRO are large, and as a result the analysis is coarse. As such, the application of broad growth factors is considered to be inappropriate to assess accurately the impact of land use changes i.e. for individual developments. It is important to ensure that trips associated with each development are localised on the network in the appropriate area, as opposed to being distributed over the entire study area. TEMPRO policy-based land use factors for the trips internal to Buckingham are therefore not applied. Instead, trip generation estimates for each Do-Minimum development were either obtained from the Transport Assessment for planning application or from the TRICS database. The methodology ensures there is no ‘double-counting’ of trips from new land use development. The Silverstone Masterplan development is not explicitly included in TEMPRO. To take into account trips generated by the development affecting Buckingham, trips arising from Phase 1 of the development that would use the A413 or A421 through Buckingham were added into the matrices. 4.3 Through-Trip and Trend-Based Growth Factors The growth factors for through trips and trend-based socio-demographic changes are presented in Table 4-A, and include adjustments to reflect changes in fuel price and income. Factor applied to 2011 trips Factor AM PM 1.294 1.306 1.043 1.022 External Through-Trips 2011 - 2031 Internal Trend-Based Growth 2011 - 2031 Table 4-A Growth Factors for Background Growth and Through Trips The factors for external through-trips were determined from TEMPRO (Dataset 6.2), based upon the growth rate for Buckinghamshire between the base year 2011 and the forecast year 2031, using the default housing and employment assumptions included in TEMPRO. The factors for internal trend-based growth were derived from the same dataset, based upon the growth rate for Buckingham Town. Buckingham Transport Model - Traffic Forecasting and Assumptions - Final.doc 8 4.4 Do-Minimum Development Trip Generation The assumptions defined in the future land use were translated into estimates of trip generation using trip rates agreed in the associated Transport Assessment or from the TRICS database. Table 4-B summarises the total peak period trip generation for the Do-Minimum developments. AM Peak Trips Development Destinations Origins Destinations 635 441 512 637 Do-Minimum Developments Table 4-B PM Peak Trips Origins Peak Period Trip Generation from Developments Where TRICS has been used to estimate the trip generation, the average trip rates (not 85th percentile) were used to generate the trips in order to take account of the implementation of appropriate travel planning measures associated with the particular development to manage and limit the growth of vehicular trip making. 4.5 Final Forecast Matrices Table 4-C presents the total vehicular trips generated by the modelling process for the 2031 Do-Minimum scenarios. Scenario AM (08:00 – 09:00) PM (17:00 – 18:00) Total Highway Trips % Growth Total Highway Trips % Growth 2011 Base 7096 - 6929 - 2031 Do-Minimum 8916 25.65 8650 24.84 Table 4-C Total Trips for the Forecast Scenarios Buckingham Transport Model - Traffic Forecasting and Assumptions - Final.doc 9 5 Summary Jacobs was commissioned by TfB and AVDC to develop the Buckingham Transport Model to provide a robust modelling platform from which to meet the future transport assessment needs of TfB and AVDC. This report describes the traffic forecasting work that was necessary to establish future year Do-Minimum land use scenarios. These scenarios provide a means to assess the performance of the Buckingham highway network in future and the impact of potential changes in land use and transportation infrastructure. The Aylesbury Vale District Local Plan (AVDLP) was adopted in January 2004. The Local Plan forms part of the Development Plan and presents AVDC’s policies and proposals for the use of land and buildings. This report establishes the Do-Minimum land use development in Aylesbury. The information contained within this report for housing developments is taken from AVDC’s position statement on District Housing Land Supply (September 2011). Assumptions on the location of employment and retail-led developments have been agreed with AVDC. This process has established a set of assumptions which in turn inform a number of traffic growth factors and trip generation estimates. This data is used to establish the 2031 Do-Minimum traffic scenarios which provide a suitable forecast for the assessment of potential changes in land use and transportation infrastructure. Buckingham Transport Model - Traffic Forecasting and Assumptions - Final.doc 10 Appendix A Glossary Term Description AVDC Aylesbury Vale District Council AVDLP Aylesbury Vale District Local Plan Capacity The ability of a highway link or junction to carry or accommodate traffic flow DfT Department for Transport GFA Gross Floor Area NTEM National Trip End Model – provides a set of predictions of growth in car ownership and car traffic, with associated planning data projections, at any geographical level down to local authority districts. It forms part of the same forecasting system as the 1997 National Road Traffic Forecasts (NRTF97) TEMPRO Trip End Model Presentation Program – is a modelling tool designed to allow users to look at the growth in trip ends, using actual and forecast data supplied by the Department for Transport TfB Transport for Buckinghamshire - The Alliance between Buckinghamshire County Council (BCC) and Ringway Jacobs established for the delivery of all transportation services across the County TRICS Trip Rate Information Computer System – An interactive computer program (and website) designed to calculate the likely rate or arrivals at and departures from a development Appendix B No. Do-Minimum Development Assumptions Development/Location Dwellings Constructed (to 2011) Dwellings (to be constructed) 1 London Road site, south of A421 2 Moreton Road 3 Bridge Street 103 4 Tingewick Road 93 5 Market Hill 61 6 Tesco Store Extension, London Road - Sites less than 5 dwellings Total 700 118 Business Type and GFA B1 (8,600sqm), Doctors Surgery (1,400sqm) 82 Café (129sqm), Retail (87sqm) B1 (2,046sqm), loss of B8 (12,395sqm) A1 (2,490sqm) 35 118 1074 Trip Rate Source AM Origins AM Destinations PM Origins PM Destinations TA 368 221 223 305 TA 118 40 48 106 TA 31 24 19 28 TRICS 25 34 40 29 TRICS 23 14 16 22 TRICS/TA 70 108 166 147 - - - - - 635 441 512 637
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