Land at Glenmore Farm, Westbury Transport Assessment
On behalf of
Project Ref: 27325/003 | Rev: v3 | Date: June 2015
Office Address: Lakeside House, Blackbrook Business Park, Blackbrook Park Avenue, Taunton TA1 2PX T: +44 (0)1823 445 150 F: +44 (0)1823 445 151 E: [email protected]
Land at Glenmore Farm, Westbury Transport Assessment
Contents
1 Introduction ...... 1 1.1 Project Brief ...... 1 1.2 Determination of Scope ...... 1 1.3 Report Structure ...... 1 2 Existing Conditions...... 2 2.1 Site Location ...... 2 2.2 Existing Pedestrian and Cycle Conditions ...... 2 2.3 Existing Public Transport Conditions ...... 3 2.4 Existing Highway Network ...... 4 2.5 Existing Highway Safety Conditions ...... 4 2.6 Existing Local Facilities ...... 6 2.7 Summary ...... 7 3 Proposed Development ...... 7 3.1 Introduction ...... 8 3.2 Proposed Land Uses ...... 8 3.3 Proposed Site Access ...... 8 3.4 Conclusion ...... 9 4 Policy Context ...... 10 4.1 Introduction ...... 10 4.2 National Policy ...... 10 4.3 Local Policy ...... 12 4.4 Conclusion ...... 13 5 Multi Modal Analysis ...... 14 5.1 Introduction ...... 14 5.2 Trip Generation ...... 14 5.3 Modal Split ...... 15 5.4 Trip Distribution ...... 16 5.5 Assessment of Development Impact ...... 22 6 Traffic Impact Assessment ...... 23 6.1 Introduction ...... 23 6.2 Study Area ...... 23 6.3 Existing Network Traffic ...... 23 6.4 Future Year Traffic ...... 23 6.5 Committed Development ...... 24 6.6 Development Traffic Assignment ...... 24 6.7 Junction Capacity Assessment ...... 25 6.8 Conclusion ...... 31 7 Summary and Conclusion ...... 32 7.1 Summary ...... 32 7.2 Conclusion ...... 33
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Tables
Table 2-1 Regional Rail destination information from Westbury station ...... 3 Table 2-2 COBA PIA Junction Analysis ...... 6 Table 2-3 COBA PIA Link Analysis ...... 6 Table 5-1 Person Trip Generation – Residential Development...... 14 Table 5-2 Residential Modal Split ...... 15 Table 5-3 Residential Person Trip Analysis Summary ...... 15 Table 5-4 ‘Travel to Work’ Zone Descriptions ...... 16 Table 5-5 ‘Travel to Work’ Percentage Distribution - Residents of North Westbury ...... 18 Table 5-6 Distributed Residential Development Trip Generation AM Peak ...... 20 Table 5-7 Distributed Residential Development Trip Generation PM Peak ...... 21 Table 6-3 Local Adjusted Traffic Growth for Honiton Area ...... 24 Table 6-4 The Ham/South Eastern Site Access Priority Junction Capacity Analysis – AM Peak .... 26 Table 6-5 The Ham/South Eastern Site Access Priority Junction Capacity Analysis – PM Peak .... 26 Table 6-8 Station Road/The Ham/Brook Lane Roundabout Junction Capacity Analysis – AM Peak ...... 27 Table 6-9 Station Road/The Ham/Brook Lane Roundabout Junction Capacity Analysis – PM Peak ...... 27 Table 6-10 Station Road/ West End/Haynes Road Roundabout Junction Capacity Analysis – AM Peak ...... 28 Table 6-11 Station Road/ West End/Haynes Road Roundabout Junction Capacity Analysis – PM Peak ...... 28 Table 6-12 White Horse Business Park/Westbury Road/Phillips Way Roundabout Capacity Analysis – AM Peak ...... 29 Table 6-13 White Horse Business Park/Westbury Road/Phillips Way Roundabout Capacity Analysis – PM Peak ...... 29 Table 6-14 Yarnbrook Road/Hawkeridge Road/Westbury Road Roundabout Capacity Analysis – AM Peak ...... 30 Table 6-15 Yarnbrook Road/Hawkeridge Road/Westbury Road Roundabout Capacity Analysis – PM Peak ...... 30
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Figures
Figure 2-1 Site Location Plan Figure 2-2 Pedestrian Isochrones Figure 2-3 Cycling Isochrones Figure 2-4 Local Facilities Plan Figure 6-1 2016 Base Traffic Flows – AM Peak Figure 6-2 2021 Base Traffic Flows – AM Peak Figure 6-3 2016 Base Traffic Flows – PM Peak Figure 6-4 2021 Base Traffic Flows – PM Peak Figure 6-5 The Mead Committed Development Traffic – AM Peak Figure 6-6 The Mead Committed Development Traffic – PM Peak Figure 6-7 Hawkeridge Business Park Committed Development Traffic – AM Peak Figure 6-8 Hawkeridge Business Park Committed Development Traffic – PM Peak Figure 6-9 Total Committed Development Traffic – AM Peak Figure 6-10 Total Committed Development Traffic – PM Peak Figure 6-11 2016 Base + Committed Development Traffic Flows – AM Peak Figure 6-12 2021 Base + Committed Development Traffic Flows – AM Peak Figure 6-13 2016 Base + Committed Development Traffic Flows – PM Peak Figure 6-14 2021 Base + Committed Development Traffic Flows – PM Peak Figure 6-15 Zone 1 (The Ham and North Station Road) Development Traffic Assignment - % Figure 6-16 Zone 1 (The Ham and North Station Road) Development Traffic Assignment - AM Peak Figure 6-17 Zone 1 (The Ham and North Station Road) Development Traffic Assignment - PM Peak Figure 6-18 Zone 6 (Meadow Lane and Surrounds) Development Traffic Assignment - % Figure 6-19 Zone 6 (Meadow Lane and Surrounds) Development Traffic Assignment AM) Figure 6-20 Zone 6 (Meadow Lane and Surrounds) Development Traffic Assignment PM) Figure 6-21 Zone 7 (Westbury Town Centre) Development Traffic Assignment - % Figure 6-22 Zone 7 (Westbury Town Centre) Development Traffic Assignment - AM Figure 6-23 Zone 7 (Westbury Town Centre) Development Traffic Assignment - PM Figure 6-24 Zone 10 (Westbury Leigh and Dilton Marsh) Development Traffic Assignment - % Figure 6-25 Zone 10 (Westbury Leigh and Dilton Marsh) Development Traffic Assignment - AM Figure 6-26 Zone 10 (Westbury Leigh and Dilton Marsh) Development Traffic Assignment - PM Figure 6-27 Zone 11 (Rural West Westbury) Development Traffic Assignment - % Figure 6-28 Zone 11 (Rural West Westbury) Development Traffic Assignment - AM Figure 6-29 Zone 11 (Rural West Westbury) Development Traffic Assignment - PM Figure 6-30 Zone 12 (Rural South Westbury) Development Traffic Assignment - % Figure 6-31 Zone 12 (Rural South Westbury) Development Traffic Assignment - AM Figure 6-32 Zone 12 (Rural South Westbury) Development Traffic Assignment - PM Figure 6-33 Zone 14 (Heywood and West Wilts Trading Estate) Development Traffic Assignment - % Figure 6-34 Zone 14 (Heywood and West Wilts Trading Estate) Development Traffic Assignment - AM Figure 6-35 Zone 14 (Heywood and West Wilts Trading Estate) Development Traffic Assignment - PM Figure 6-36 Zone 15 (Yarnbrook, North Bradley and White Horse Business Park) Development Traffic Assignment % Figure 6-37 Zone 15 (Yarnbrook, North Bradley and White Horse Business Park) Development Traffic Assignment AM Figure 6-38 Zone 15 (Yarnbrook, North Bradley and White Horse Business Park) Development Traffic Assignment PM Figure 6-39 Zone 16 (Warminster) Development Traffic Assignment % Figure 6-40 Zone 16 (Warminster) Development Traffic Assignment AM Figure 6-41 Zone 16 (Warminster) Development Traffic Assignment PM Figure 6-42 Zone 17 (Trowbridge and Bradford on Avon) Development Traffic Assignment % Figure 6-43 Zone 17 (Trowbridge and Bradford on Avon) Development Traffic Assignment AM
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Figure 6-44 Zone 17 (Trowbridge and Bradford on Avon) Development Traffic Assignment PM Figure 6-45 Zone 18 (West Ashton and Melksham) Development Traffic Assignment % Figure 6-46 Zone 18 (West Ashton and Melksham) Development Traffic Assignment AM Figure 6-47 Zone 18 (West Ashton and Melksham) Development Traffic Assignment PM Figure 6-48 Zone 20 (South Kennet) Development Traffic Assignment % Figure 6-49 Zone 20 (South Kennet) Development Traffic Assignment AM Figure 6-50 Zone 20 (South Kennet) Development Traffic Assignment PM Figure 6-51 Zone 21 (Bath and Bristol) Development Traffic Assignment % Figure 6-52 Zone 21 (Bath and Bristol) Development Traffic Assignment AM Figure 6-53 Zone 21 (Bath and Bristol) Development Traffic Assignment PM Figure 6-54 Zone 25 (Salisbury and the South Coast) Development Traffic Assignment % Figure 6-55 Zone 25 (Salisbury and the South Coast) Development Traffic Assignment AM Figure 6-56 Zone 25 (Salisbury and the South Coast) Development Traffic Assignment PM Figure 6-57 Zone 26 (Rest of the UK) Development Traffic Assignment % Figure 6-58 Zone 26 (Rest of the UK) Development Traffic Assignment AM Figure 6-59 Zone 26 (Rest of the UK) Development Traffic Assignment PM Figure 6-60 Total Development Traffic Assignment % Figure 6-61 Total Development Traffic Assignment AM Peak Figure 6-62 Total Development Traffic Assignment PM Peak Figure 6-63 2016 Base + Committed Development + Proposed Development Traffic Flows AM Peak Figure 6-64 2021 Base + Committed Development +Proposed Development Traffic Flows AM Peak Figure 6-65 2016 Base + Committed Development + Proposed Development Traffic Flows PM Peak Figure 6-66 2021 Base + Committed Development + Proposed Development Traffic Flows PM Peak
Drawings
27325/002/00 Potential Site Access Location
Appendices
Appendix A Scoping Correspondence Appendix B Indicative Masterplan Appendix C TRICS Data Appendix D Multi Modal Analysis
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1 Introduction
1.1 Project Brief
1.1.1 Peter Brett Associates LLP (PBA) has been commissioned by Taylor Wimpey Developments to prepare a Transport Assessment (TA) in support of a proposed residential development on land at Glenmore Farm in Westbury, Wiltshire. The TA will be produced in line with Planning Practice Guidance (PPG) on Transport Assessments (2014) and as a result, will examine the sustainable modes of walking, cycling and public transport and then consider the impact of the residual vehicular traffic.
1.1.2 The transport strategy outlined in this TA has been developed around a balanced and integrated package of measures. These seek to prioritise the use of alternative modes of travel to the private car and therefore improve the sustainable nature of the development. The assessment will seek to determine whether the surrounding transport network is suitable to accommodate the person trips associated with the proposed development in order to ensure that the site is accessible whilst also protecting its setting and the surrounding environment.
1.1.3 A Travel Plan (TP) has also been prepared in support of the proposed residential development and should be read in conjunction with this TA.
1.2 Determination of Scope
1.2.1 In determining the scope of this TA, PBA has consulted with Wiltshire Council (WC) in order to agree the principal of the development and the parameters of the assessment to be undertaken. The correspondence associated with this scoping exercise is shown in Appendix A.
1.3 Report Structure
1.3.1 This report is prepared to support the planning application for the development. In this respect the TA is structured as follows:
Chapter 2:- Reviews the existing conditions around the site including the local highway network and existing pedestrian, cycling and public transport facilities.
Chapter 3:- Outlines the scope and scale of the proposed development.
Chapter 4:- Sets the proposed development in relation to local and national policy context.
Chapter 5:- Assesses the predicted trip generation of the proposed development by all modes of transport.
Chapter 6:- Assesses the predicted impact of the development traffic on the local road network.
Chapter 7:- Provides conclusions to the report.
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2 Existing Conditions
2.1 Site Location
2.1.1 The proposed development site is located on the northern side of Westbury, adjacent to both the existing Hawkeridge Park residential development to the south west and the eastern periphery of West Wilts Trading Estate to the north west. The site is bounded by the B3097 to the south east and north east and undeveloped agricultural land to the west. Glenmore Farm is situated on the edge of the existing built up area of the town but is connected to existing residential development in and around The Ham. Residential development in this location would therefore be in keeping with the characteristics of the local area.
2.1.2 The location of the site is shown on Figure 2-1.
2.2 Existing Pedestrian and Cycle Conditions
2.2.1 The proposed development site is connected to the footway network which runs through the built-up area of Westbury via the footways on The Ham. The existing footway provision currently extends for around 20 metres across the frontage in the south western corner of the site, in order to provide access to an existing bus stop which is located here. To the south west of the site, good quality footways extend along the north western side of The Ham and through Hawkeridge Park. On the south western side of the carriageway the footway provision is more intermittent but from the vicinity of the junction with Paxmans Road, there is a continuous provision to the roundabout junction with Station Road and beyond to the town centre.
2.2.2 There is currently no footway provision to the south east and north east of the site, although on site observations have revealed that there is evidence of pedestrian traffic on the verge along the south eastern boundary of the site. However, no verge is present on Hawkeridge Road on the north eastern boundary of the site and therefore if pedestrians are using this route to access the eastern side of the West Wilts Trading Estate to the north, it is likely that they are walking on the carriageway.
2.2.3 Slag Lane, which forms a priority junction with The Ham adjacent to the southern boundary of the site, is a quiet country lane and is restricted to buses only southbound. Therefore, apart from public transport services which utilise this route, is lightly trafficked. Consequently this route would be suitable as an alternative route for pedestrian and cycle travel, forming an easy link in the direction of the railway station and the Town Centre.
2.2.4 Shallow Wagon Lane forms a junction with the B3097 in the eastern corner of the site and continues on a north easterly alignment across the railway line before providing a link to the village of Heywood which is situated on the A350 to the north east of the site. Shallow Wagon Lane is designated as bridleway and is a rough track for the majority of its length however it would be suitable for pedestrian and cycle use, particularly within a leisure context.
2.2.5 There are no dedicated cycle facilities within the immediate vicinity of the site, however the surrounding road network is considered suitable for on road cycle travel with a range of destinations accessible via this mode including West Wilts Trading Estate and the Town Centre. In addition, the proposed development site is within a 5 minute cycle ride of Westbury Railway Station which provides cycle parking for customers wishing to make an onward journey by train.
2.2.6 Figures 2-2 and 2-3 show pedestrian and cycle isochrones respectively which indicate how far residents will be able to travel from the site in 5, 10 and 15 minutes.
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2.3 Existing Public Transport Conditions
Bus
2.3.1 The key existing bus service which runs along Slag Lane and The Ham is the 265 which operates on a 30 minute frequency past the site, Monday to Saturday and provides access to Bath, Trowbridge and Warminster which are likely to be key employment and shopping destinations, with occasional journeys continuing to Salisbury. The 265 also provides a Sunday service which operates on a 2-hourly basis between Bath and Warminster.
2.3.2 This service currently utilises the bus stops on the frontage of the proposed development site which are known as the Hawkeridge Park stops. The northbound stop is marked by a bus flag and service information, however the southbound stop is not currently marked.
Rail
2.3.3 The proposed development site is situated around 700 metres from Westbury Railway Station, along a continuous pedestrian route. This provides an excellent opportunity for residents of the site to travel by train for commuting or leisure purposes. The station can be accessed via footways for the entirety of the route from the proposed development. Westbury Station is situated at a junction of three lines which include the Reading to Taunton Line (a branch of the Great Western main Line), the Wessex Line and the Heart of Wessex Line and is served by each of these routes meaning that easy access to a wide range of destinations is possible.
2.3.4 At a local level, destinations include Trowbridge, Warminster, Bath Spa, Bristol Temple Meads and Swindon; and at regional level include London Paddington, Exeter St David’s, Cardiff central and, Southampton central. Although journey times vary depending on service, there is generally one express service (1.5 hours) to London every 2 hours, with three or four regular services (2/2.5 hours) throughout the day. These services are set out in the following table:
Frequency Journey Time (services per hour) (in minutes) Destination Weekday Saturday Sunday Weekday Saturday Sunday
London 3/4 3/4 1/2 90-120 90-120 150
Taunton 2 2 1 40-90 40-90 40-90
Reading 2/3 2/3 1 50-120 50-120 50-120
Exeter 2 2 1 60-120 60-120 60-120
Southampton 1 1 1 60 60 60
Cardiff 1 1 1 90 90-120 120
Table 2-1 Regional Rail destination information from Westbury station
2.3.5 A good level of cycle parking is provided at Westbury Station with sheltered storage provided on every platform. The Station also offers a taxi rank and bus services to facilitate onward travel.
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2.4 Existing Highway Network
2.4.1 The B3097 bounds the site to the south west and north east where it is known as The Ham and Hawkeridge Road respectively. The Ham is a largely residential street, subject to a 30 mph speed limit, which provides direct access to a number of dwellings as well as forming priority T junctions with the residential developments at Hawkeridge Park and Paxmans Road. At its south western end, The Ham forms a roundabout junction with Storridge Road to the north west and Brook Lane to the south west, both of which provide access to the industrial area around the Station and West Wilts Trading Estate to the north and west.
2.4.2 Station Road, which is a continuation of the B3097 to the south east of the roundabout junction, provides access to Westbury Railway Station as well as a number of residential distributor roads including Oldfield Road, Rosefield Way and Edenvale Road. At its south eastern end, Station Road forms a roundabout junction with two arms of the A350. West End, the north eastern arm of the A350 leads out of the town to the north and provides a link with the Yarnbrook Roundabout and the wider highway network. The southern arm of the A350, Haynes Road, provides access to the High Street and main shopping area, before leading out of the town to the south in the direction of Warminster.
2.4.3 On the southern boundary of the site, the speed limit on the B3097 changes from 30 mph to 50 mph, demarking the change in character of the road from residential street to rural road as it leaves the town. Hawkeridge Road leads out of Westbury to the north and forms a priority T junction with Link Road which is the main route into West Wilts Trading Estate. To the north of the junction with Link Road, Hawkeridge Road is a predominantly rural road which serves to link the northern side of Westbury to Trowbridge and Yarnbrook.
2.4.4 Around 1.5 kilometres to the north of the site, the B3097 Hawkeridge Road forms a roundabout junction with Philips Way to the north west. Philips Way provides a link between Hawkeridge and the roundabout which provides access to the White Horse Business Park as well as the town of Trowbridge beyond. The north eastern arm of Hawkeridge Road provides a link with the Yarnbrook Roundabout which in turn, provide access to the more distant towns of Melksham, Chippenham and Devizes with the A350 West Ashton Road.
2.5 Existing Highway Safety Conditions
2.5.1 Personal Injury Accident (PIA) data was requested from Wiltshire County Council for a 5 year period between 1st December 2008 and 30th November 2013. The study area includes the B3097 from the west of the junction with Link Road, along Hawkeridge Road up to The Ham including the roundabout junction with Station Road. The study area also includes three junctions east along Station Road, including the roundabouts with Rosefield Way/Oldfield Road and Meadow Lane/Edenvale Road, as well as the junction with the A350 West End/Haynes Road.
2.5.2 In total, 21 accidents occurred during this five year period, six of which were deemed ‘serious’ in terms of severity. Two of these ‘serious’ collisions involved a motorcycle, and one involved a pedestrian being hit by a moving vehicle. Of the ‘serious’ PIAs involving motorcycles, one occurred as a car entered the Station Road/West End/Haynes Road roundabout and was unable to stop before colliding with the motorcyclist. The other incident occurred on the Hawkeridge Road Railway Bridge when the motorcyclist pulled away whilst looking over their shoulder before crashing into the bridge parapet.
2.5.3 Similarly, the serious PIA involving a pedestrian on Hawkeridge Road was the result of a car travelling around the left-hand bend from The Ham and colliding with a pedestrian walking in carriageway facing oncoming traffic. In reviewing the above, it is clear that the cause of all these incidents classified as causing serious injuries occurred largely as a result of driver error.
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2.5.4 Two incidents listed as ‘slight’ in terms of severity occurred on Hawkeridge Road, close to the site. One involved a car skidding to avoid hitting a vehicle in front before colliding with a lorry and leaving the carriageway. The other incident occurred when a car leaving the junction with Shallow Wagon Lane crossed onto the opposite carriageway and collided with an oncoming motorcycle.
2.5.5 To the west of the site, one accident occurred on The Ham when a vehicle failed to stop behind a stationary vehicle giving way at a traffic calming island. Two similar incidents occurred nearby on Station Road when a vehicle braked sharply at a zebra crossing and was rear-end shunted by the vehicle behind and one northwest of the Storridge Road roundabout when a vehicle that had slowed to pull over onto the side of the road was hit by an approaching vehicle from behind. A further incident occurred nearby at the Station Road/Storridge Road roundabout as two vehicles collided as they entered the junction due to failure to give way appropriately.
2.5.6 A total of four accidents occurred within the study area between the roundabout junction mentioned above and the Station Road roundabout junction with Rosefield Way. These were attributed to a variety of reasons, but primarily due to vehicles failing to give way appropriately or stop behind stationary or slowing vehicles. Each of these incidents can be attributed to driver error and were recorded and categorised as causing slight injuries.
2.5.7 Three incidents occurred on the roundabout junction of Station Road and Rosefield Way. One incident involved a cyclist being hit by a car that indicated incorrectly, and the other two incidents involved vehicles failing to give way to vehicles already on the roundabout causing a collision. A similar incident occurred on the roundabout linking Station Road and Meadow Lane when a van pulled onto the roundabout causing another car to overturn. All these incidents resulted in ‘slight’ PIAs and were the result of driver error.
2.5.8 In the vicinity of the southern end of Station Road and roundabout junction with West End and Haynes Road, a total of four ‘slight’ PIAs were recorded. One of these involved a cyclist colliding with a vehicle pulling out of the Police Station, one involved a car hitting a pedestrian by the central refuge on Haynes Road and the other two were ‘rear-end shunt’ incidents involving cars waiting at the roundabout.
2.5.9 Overall, no cluster sites were found to exist within the study area where the accidents occurred as a result of poor highway layout or junction design and therefore the existing conditions are unlikely to be exacerbated by the traffic associated with the proposed development. The majority of incidents were the result of driver or pedestrian error and therefore no mitigation is considered necessary.
2.5.10 In addition to this qualitative assessment, key links and junctions across the study area were analysed with the Design Manual for Roads and Bridges (DMRB) Volume 13, Economic Assessment of Road Schemes. This enabled an investigation into the number of accidents to be anticipated in a 5 year period. The analysis is based on formulas detailed in the DMRB (The COBA manual) and considers AADT flows, link length and junction type as variables. Details of the empirical formulas can be found in Section 1 of the COBA manual.
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2.5.11 Three links were analysed, The Ham on either side of the site access junction and Station Road between the roundabout with The Ham and the roundabout with West End/Haynes Road. The junctions associated with these links were also considered. A summary of the results is shown in the following tables:
Observed PIAs Anticipated PIAs Junction (in five years) (in five years)
Site Access/The Ham 0 0
Station Road/The Ham/Brook Lane 3 2
West End/Haynes Road/Station Road 4 4
Table 2-2 COBA PIA Junction Analysis
Observed PIAs Anticipated PIAs Link (in five years) (in five years)
The Ham (west of site access) 1 3
Hawkeridge Road (east of site access) 3 6
Station Road 16 16
Table 2-3 COBA PIA Link Analysis
2.5.12 In general, the number of accidents recorded within the study area is similar to the number forecast. Only the Station Road/The Ham/Brook Lane roundabout has indicated a higher number of accidents recorded than forecast. However, as all accidents at this junction can be attributed to driver error; one incident involved two vehicles entering the roundabout at the same time and the other two being rear-shunt type collisions, it is considered that the analysis reveals no accident cluster sites.
2.5.13 In summary, it is considered that there are no inherent highway safety concerns with a number of incidents attributed to driver error and not to the layout of the local highway.
2.6 Existing Local Facilities
2.6.1 In terms of the accessibility of local facilities, the closest local shop and post office is located around 500 metres from the boundary of the site at the junction of The Ham and Station Road and would be able to meet many of the residents,’ daily shopping needs. A large Morrison’s foodstore is located in the town centre and would be easily accessible by foot, cycle or public transport.
2.6.2 Numerous employment opportunities are also located within close proximity to the site at the West Wilts Trading Estate to the north and the proposed Hawkeridge Business Park to the north east. The proximity of these employment facilities means that there is the potential for a significant number of residents to be employed within easy walking or cycling distance of their home.
2.6.3 In terms of access to educational facilities, the nearest schools are located around 1.8 kilometres from the proposed development in the direction of the town centre and these are Westbury Infants and Westbury C of E Junior School. Bright Stars Nursery and Pre School is also located in the same area. The nearest secondary school to the proposed development is Matravers School, located on Springfield Road, which is approximately 2 kilometres from the proposed development site. All of these schools are situated within the statutory walking distance for children accessing education facilities.
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2.6.4 All primary healthcare needs of the site’s future residents can be met to the south of the proposed development either at the Westbury Group Practice on Mane Way, approximately 2.5 kilometres away or at Westbury Community Hospital, around 2 kilometres from the site. Dental Care Westbury is located in the Town Centre.
2.6.5 The location of these local facilities is shown in Figure 2-4.
2.7 Summary
2.7.1 It is considered that the site is in a good position for access by a range of sustainable modes of transport and there are no notable safety issues on the local highway network which could be exacerbated by the development traffic.
2.7.2 The site is within close proximity of Westbury railway station and the broad range of destinations served would provide extensive opportunities to use public transport for business and leisure purposes.
2.7.3 In addition, there are a number of local facilities within close proximity to the site which can be accessed by a number of sustainable modes, reducing the reliance on single occupancy car trips.
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3 Proposed Development
3.1 Introduction
3.1.1 This section will outline the scope of the proposed development and the access strategy to be implemented in order to manage and mitigate the impact of the development on the local highway network. The access strategy will also seek to improve the accessibility of the development by sustainable modes and minimise the usage of the private car for trips to and from the site.
3.2 Proposed Land Uses
3.2.1 The outline planning application comprises approximately 150 dwellings across the development site. For the purposes of the assessment, it will be assumed that all dwellings proposed on site will be open market in nature, although in reality it is likely that a reasonable proportion of affordable dwellings will be provided.
3.2.2 An indicative masterplan for the development is shown in Appendix B.
3.3 Proposed Site Access
3.3.1 Four potential access points will be provided to the site. The main highway access will be on the south eastern boundary of the site onto The Ham, north of the priority junction with the southern arm of Hawkeridge Road. The access will take the form of a simple priority junction and will be linked to an internal road network which will be directly fronted by a number of properties as well as providing access to a number of cul-de-sacs. This junction will be assessed for capacity as part of this assessment work and this will be reported in Section 6 of this TA.
3.3.2 The location of this site access junction is shown on drawing 27325/002/006. The drawing also shows the proposed extension of the existing 30 mph speed limit from its current position on The Ham, adjacent to the junction with Slag Lane, around the corner on to Hawkeridge Road. Due to the lack of active frontage along Hawkeridge Road caused by the requirement to retain as much of the existing hedgerow as possible, it is not proposed to extend the 30mph limit along the entire boundary of the site.
3.3.3 Therefore, it is proposed to provide a new 40 mph zone which will extend from the new 30 mph limit for around 600 metres, to the north of the existing Hawkeridge Road/Link Road/Mill Lane staggered crossroads junction. It is acknowledged that consent has recently been granted for the Hawkeridge Business Park which is proposed to be accessed via a new roundabout junction incorporating the existing crossroads. If this development progresses, it is considered that the proposed amendment to the existing speed limit on approaches to the new roundabout junction will be complementary to this new arrangement.
3.3.4 Pedestrian access to the site will be provided at all four potential access points in order to ensure the appropriate permeability of the development. The first point of access will be from the south western extremity of the site, providing pedestrian and cycle access from the existing footway network on The Ham directly into the proposed development. This would allow pedestrian access to Westbury railway station, as well as Westbury Town Centre.
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3.3.5 The existing footway network on The Ham will also be extended across the frontage of the site to the site access junction and on either side of the carriageway within the development. The footway provision will also extend to the north east of the site access junction to facilitate pedestrian access between The Ham and Shallow Wagon Lane and accommodate an existing desire line. A third footway link will be provided along Hawkeridge Road from the northern corner of the site to provide access to the existing footways around Link Road, the West Wilts Trading Estate and the employment opportunities located here.
3.3.6 Finally, an emergency access will be positioned on the north eastern boundary, to provide access to Hawkeridge Road. This access would consist of lockable bollards, which could offer a further cycle and pedestrian route into the site.
3.3.7 Due to the relatively low levels of vehicle movements forecast to be associated with the proposed development, it is expected that on-road cycle travel will be convenient and safe for cyclists wishing to travel to, from and through the site by this mode. In addition, the existing bus stop locations and frequencies associated with the existing bus services are considered to be capable of accommodating the additional public transport trips associated with the development.
3.3.8 It should also be noted that the provision of links through the site will significantly increase the sustainable access to the consented employment development at Hawkeridge Business Park meaning that the potential for future employees to access the site by non-car modes is greatly improved.
3.4 Conclusion
3.4.1 Based on the access strategy outlined within this section, it is concluded that the site will have significant potential to be reached by a range of sustainable modes of transport and will enable access to the most likely trip end destinations without the need to travel by private car.
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4 Policy Context
4.1 Introduction
4.1.1 PBA appreciates that the transportation elements of the planning application submission need to be undertaken in a consistent manner in order to take account of the other development proposals, policy background and the strategy for development within both Westbury and Wiltshire County. It is therefore important that the development accords with all appropriate national, regional and local transport policy. Relevant policy documents to this site in terms of transport are outlined and reviewed in this chapter.
4.2 National Policy
National Planning Policy Framework (2012)
4.2.1 The National Planning Policy Framework (NPPF, Department for Communities and Local Government, 2012) sets out the Government’s economic, environmental and social planning policies for England and replaces previous policy statements issued by government, including PPS1 Delivering Sustainable Development and PPG13 Transport. The NPPF articulates the Government’s vision of sustainable development, which should be interpreted and applied locally to meet local aspirations.
4.2.2 The NPPF sets out the Government’s commitment to ensuring that the planning system helps to achieve sustainable development. A positive planning system is essential because, without growth, a sustainable future cannot be achieved. Planning must operate to encourage growth and not act as an impediment. Therefore, the NPPF stipulates that “significant weight should be placed on the need to support economic growth through the planning system” (Para 19). Furthermore, local planning authorities should approach decision-taking in a positive way to foster the delivery of sustainable development. The relationship between decision-taking and plan-making should be seamless, translating plans into high quality development on the ground.
4.2.3 The NPPF sets out 12 Core Planning Principles at paragraph 17. With regards to the principles that Authorities should consider in determining planning applications (rather than those which specifically relate to plan making), the system should:
‘proactively drive and support sustainable economic development to deliver the homes, business and industrial units, infrastructure and thriving local places that the country needs. Every effort should be made objectively to identify and then meet the housing, business and other development needs of an area, and respond positively to wider opportunities for growth; and…actively manage patterns of growth to make the fullest possible use of public transport, walking and cycling, and focus significant development in locations which are or can be made sustainable’.
4.2.4 Paragraph 187 of the NPPF continues to detail the new approach to planning:
‘Local planning authorities should look for solutions rather than problems, and decision-takers at every level should seek to approve applications for sustainable development where possible. Local planning authorities should work proactively with applicants to secure developments that improve the economic, social and environmental conditions of the area.’
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4.2.5 The Transport section of the NPPF notes the importance transport policies have in facilitating development but also in contributing to wider sustainability and health objectives. Section 4 of the NPPF states that transport policies should;
‘Have an important role to play in facilitating sustainable development but also in contributing to wider sustainability and health objectives;
Support reductions in greenhouse gas emissions and congestion, and promote accessibility through planning for the location and mix of development’
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.’
4.2.6 The NPPF identifies that planning policies should protect and enhance public rights of way and access. Local authorities should seek opportunities to provide better facilities for users, for example by adding links to existing rights of way networks including National Trails.
4.2.7 The NPPF also states, in paragraph 32, that:
‘All developments that generate significant amounts of movement should be supported by a Transport Statement or Transport Assessment. Planning policies and decisions should consider 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.’
4.2.8 The NPPF identifies that a key tool to facilitate these objectives is a Travel Plan. All developments which generate significant amounts of movement should be required to provide a Travel Plan.
Planning Practice Guide
4.2.9 The Government launched its Planning Practice Guidance (PPG) on 6th March 2014. The associated website brings together many areas of English planning guidance into a new format, linked to the NPPF. The PPG includes a ‘Travel plans, transport assessments and statements in decision-taking’ section which is designed to assist in the screening and scoping of TA’s, as well as detail the potential to positively contribute to the encouragement of sustainable travel.
4.2.10 In connection with Paragraph 32 of the NPPF which sets out that all developments that generate significant amounts of transport movement should be supported by a transport statement or TA, Local Planning Authorities must make a judgement as to whether the development proposal would generate significant amounts of movement on a case by case basis. This significance may be a lower threshold where road capacity is already stretched or a higher threshold for a development in an area of high public transport accessibility.
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4.2.11 The PPG confirms that the scope and level of detail for TA’s will also vary from site to site. In general it confirms that, assessments should be based on normal traffic flow and usage conditions, but consideration should be given for local forecasts and committed developments and potential growth within the study area.
Guidance for Transport Assessments, DfT CLG, March 2007
4.2.12 The guidance is not a statement of Government policy but should be read in conjunction with, and in the context of, relevant Government policies. The guidance is a national document intended to be used for developments affecting the transport system, including public transport, the strategic road network and local highways and footpaths in England.
4.2.13 The overarching principle within the guidance brings up to date the changes in Government policy on the transport effects of developments. The policy, and guidance, moves away from the former “predict and provide” to emphasis on “managing travel demand”. More emphasis is given to the use of Travel Plans with a preference for an “outcomes” approach rather than a “measures” approach. Thus Travel Plans will need to span extended periods of perhaps five to ten years, with regular reviews and updates to ensure that the outcomes are achieved.
4.3 Local Policy
Wiltshire Core Strategy
4.3.1 The Wiltshire Core Strategy is the most important part of the Local Development Framework (LDF). In January 2015, the council formally adopted the Wiltshire Core Policy Development Plan Document (DPD) which is part of a suite of planning policy documents that have replaced the four local plans which previously covered the Wiltshire area. The Plan provides a positive and flexible overarching planning policy framework for Wiltshire for the period up to 2026.
4.3.2 Core Policy 1 identifies the settlements where sustainable development will take place to improve the lives of all those who live and work in Wiltshire. Westbury is included within the ‘Market Towns’ category of the Wiltshire Core Strategy. Market Towns are defined as settlements that have the ability to support sustainable patterns of living in Wiltshire through their current levels of facilities, services and employment opportunities. Market Towns have the potential for significant development that will increase the jobs and homes in each town in order to help sustain and where necessary enhance their services and facilities and promote better levels of self-containment and viable sustainable communities.
4.3.3 Core Policy 2 explains the Delivery Strategy and the importance to strengthen communities. By allowing appropriate growth to provide for the most sustainable pattern of development within Wiltshire, the need to travel will be reduced. This will also help redress the imbalance between jobs and homes. The Core Strategy in general puts focus on locally-led initiatives, giving communities a solid framework within which appropriate community-led planning policy documents, including neighbourhood plans are being brought forward with communities themselves deciding how best to plan locally.
4.3.4 In addition to managing the provision of new infrastructure as part of development proposals, Core Policy 3 identifies a set of infrastructure priorities. Relevant to this TA, the essential infrastructure includes ‘sustainable transport measures’.
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4.3.5 Westbury Area Strategy identifies specific issues to be addressed in planning for the Westbury Community Area. Relevant points to this TA include:
Proposals for development in Westbury away from the Station Road site should demonstrate how they will contribute to the enhancement of the central area of the town, in accordance with the community-led town planning process.
Westbury suffers from traffic issues, including congestion from the A350 which runs through the town centre, which is also designated as an AQMA. Further detailed work is needed to identify appropriate mitigation measures to alleviate existing traffic related issues which should be undertaken in partnership with the community.
4.3.6 To summarise, the document lists key changes that should have been brought about in the Westbury Community Area by 2026. Relevant points include:
Public transport will be more integrated
Town centre improvements will have been delivered with strengthened linkages and public realm
A wider green infrastructure network which will be used and managed sustainably.
4.4 Conclusion
4.4.1 On the basis of the adopted and emerging policy it can be seen that the site is compliant with national and local policy objectives.
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5 Multi Modal Analysis
5.1 Introduction
5.1.1 In order to accurately estimate the multi-modal trip generation of the development, the proposals have been assessed using the first principles of people trips. This means that the movements of individuals have been calculated in place of the movement of just vehicles. This approach allows a more detailed analysis of the total trip generation of the development and consideration of each potential mode of transport, rather than simply focusing on the vehicular impact of the proposals.
5.1.2 The use of first principle analysis to produce person trips for the development creates a base from which vehicle movements can be derived. By applying a modal split to the calculated person trip generation, it is possible to produce vehicle trips to determine the impact on the surrounding network and inform the capacity analysis at the key junctions within the study area. This methodology has been used by PBA on many sites within the UK and has been agreed with officers at a number of highway authorities.
5.2 Trip Generation
5.2.1 The trip generation for the residential development is calculated with reference to average household occupancy figures calculated from 2011 Census data. In order to derive the projected resident population of the development, the average occupancy of houses and flats within the Westbury North ward has been applied to a worst case of 154 houses on site. By then multiplying the number of residents by the forecast number of person trips per day, it is possible to determine the total trip making potential of the residential development by all modes. This is then calibrated against data from TRICS 2014(a) database as shown in Appendix C.
5.2.2 In order to derive this TRICS 2014(a) data, the TRICS database was interrogated for sites that would provide a suitable comparison for the proposed residential development. Trip rates were considered for private houses only in order to assume a worst case scenario, although in reality a reasonable proportion will be affordable. The total calculated person trips for the residential development are shown in the following table:
AM PM 12 Hour
In Out In Out In Out
154 Houses 31 122 100 55 657 657
Table 5-1 Person Trip Generation – Residential Development.
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5.3 Modal Split
5.3.1 Modal split data for all home based trips was obtained from TEMPro 6.2 based on the trip patterns associated with the existing residential development in the Westbury area. This modal split is shown in the following table:
Mode % Split
Pedestrian 22.4%
Cycle 2.3%
Public Transport 5.7%
Car/Van Passenger 20.9%
Car/Van Driver 48.7%
Table 5-2 Residential Modal Split 5.3.2 The full output for the person trip analysis based on these modal splits is shown on Calculation Sheet MM-1 in Appendix D. The calculated person trip generation of the proposed residential development is also summarised in the following table for the AM and PM peaks as well as the 12 hour period.
AM PM 12 Hour
In Out In Out In Out
Pedestrian 7 27 22 12 147 147
Cycle 1 3 2 1 15 15
Public Transport 2 7 6 3 38 38
Car Passenger 6 25 21 12 137 137
Car Driver 15 60 49 27 320 320
Total 31 122 100 55 657 657
Table 5-3 Residential Person Trip Analysis Summary
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5.4 Trip Distribution
5.4.1 The distribution of these trips has been based on Census (2001) ‘Method of Travel to Work’ data for those residing in the vicinity of the site in Westbury. It is acknowledged that this data, despite being the latest currently available, is now somewhat out of date. However, it is still considered to be most representative of the future travel patterns associated with the development. Twenty six zones have been developed to reflect their location in relation to the development site and these are listed in the following table:
Zone Number Zone Description
1 The Ham and North Station Road
2 Brook Lane and Westbury Station
3 Oldfield Road and Surrounds
4 Edenvale Road and Surrounds
5 Rosefield Way and Surrounds
6 Meadow Lane and Surrounds
7 Town Centre
8 South Westbury
9 East Westbury
10 Westbury Leigh and Dilton Marsh
11 Rural West Westbury
12 Rural South Westbury
13 Bratton and Surrounds
14 Heywood and West Wilts Trading Estate
15 Yarnbrook, North Bradley and White Horse Business Park
16 Warminster
17 Trowbridge and Bradford on Avon
18 West Ashton and Melksham
19 North Kennet
20 South Kennet
21 Bath and Bristol
22 North Somerset and Devon
23 South Somerset, Devon and Cornwall
24 Dorset
25 Salisbury and the South Coast
26 Rest of UK
Table 5-4 ‘Travel to Work’ Zone Descriptions
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5.4.2 To determine the distribution of the person trips associated with the residential development, detailed Census records relating to the place of employment for people currently residing on the northern side of Westbury were used to determine the distribution of the associated person trips to and from each of these zones. The Census data was also interrogated to determine the mode of transport existing residents use to access their places of employment on a zone by zone basis.
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5.4.3 The percentage distribution of each existing commuting trip made by a resident of Westbury is shown in the following table, classified by destination zone and mode of travel.
‘Travel to Work’ Residential Percentage Distribution
Public Vehicle Vehicle Destination Zone Pedestrian Cycle Total Transport Passenger Driver
1 25% 0% 0% 25% 11% 12%
2 11% 0% 0% 0% 0% 2%
3 0% 0% 0% 0% 0% 0%
4 11% 0% 0% 0% 0% 2%
5 0% 0% 0% 0% 0% 0%
6 0% 0% 0% 0% 2% 0%
7 0% 0% 0% 0% 6% 1%
8 11% 0% 0% 0% 0% 2%
9 0% 0% 0% 0% 0% 0%
10 0% 0% 0% 0% 1% 0%
11 0% 0% 0% 0% 3% 1%
12 0% 100% 0% 0% 1% 20%
13 0% 0% 0% 0% 0% 0%
14 21% 0% 0% 0% 13% 7%
15 0% 0% 10% 0% 5% 5%
16 0% 0% 0% 0% 6% 1%
17 11% 0% 70% 25% 21% 39%
18 11% 0% 0% 0% 3% 3%
19 0% 0% 0% 25% 0% 5%
20 0% 0% 0% 0% 1% 0%
21 0% 0% 10% 25% 7% 10%
22 0% 0% 0% 0% 0% 0%
23 0% 0% 0% 0% 0% 0%
24 0% 0% 0% 0% 0% 0%
25 0% 0% 10% 0% 4% 5%
26 0% 0% 0% 0% 13% 3%
Total 100% 100% 100% 100% 100% 100%
Table 5-5 ‘Travel to Work’ Percentage Distribution - Residents of North Westbury
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5.4.4 Applying the calculated existing percentage distribution to the person trips generated by residents of the proposed development allows the trips made by each mode to be distributed based on their likely destination zone. These percentage distributions applied to the trip generation of the residential development calculated for each mode as indicated in Table 5-3 is shown in the following tables for the AM and PM peak.
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AM Peak Distributed Residential Development Trip Generation
Public Vehicle Vehicle Destination Pedestrian Cycle / Transport Passenger Driver Origin Zone In Out In Out In Out In Out In Out
1 2 7 0 0 0 0 2 6 2 7
2 1 3 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0
4 1 3 0 0 0 0 0 0 0 0
5 0 0 0 0 0 0 0 0 0 0
6 0 0 0 0 0 0 0 0 0 1
7 0 0 0 0 0 0 0 0 1 4
8 1 3 0 0 0 0 0 0 0 0
9 0 0 0 0 0 0 0 0 0 0
10 0 0 0 0 0 0 0 0 0 1
11 0 0 0 0 0 0 0 0 0 2
12 0 0 1 3 0 0 0 0 0 1
13 0 0 0 0 0 0 0 0 0 0
14 1 6 0 0 0 0 0 0 2 8
15 0 0 0 0 0 1 0 0 1 3
16 0 0 0 0 0 0 0 0 1 4
17 1 3 0 0 1 5 2 6 3 13
18 1 3 0 0 0 0 0 0 0 2
19 0 0 0 0 0 0 2 6 0 0
20 0 0 0 0 0 0 0 0 0 1
21 0 0 0 0 0 1 2 6 1 4
22 0 0 0 0 0 0 0 0 0 0
23 0 0 0 0 0 0 0 0 0 0
24 0 0 0 0 0 0 0 0 0 0
25 0 0 0 0 0 1 0 0 1 2
26 0 0 0 0 0 0 0 0 2 8
Total 7 27 1 3 2 7 6 25 15 58
Table 5-6 Distributed Residential Development Trip Generation AM Peak
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PM Peak Distributed Residential Development Trip Generation
Public Vehicle Vehicle Destination Pedestrian Cycle / Transport Passenger Driver Origin Zone In Out In Out In Out In Out In Out
1 6 3 0 0 0 0 5 3 5 3
2 2 1 0 0 0 0 0 0 0 0
3 0 0 0 0 0 0 0 0 0 0
4 2 1 0 0 0 0 0 0 0 0
5 0 0 0 0 0 0 0 0 0 0
6 0 0 0 0 0 0 0 0 1 1
7 0 0 0 0 0 0 0 0 3 2
8 2 1 0 0 0 0 0 0 0 0
9 0 0 0 0 0 0 0 0 0 0
10 0 0 0 0 0 0 0 0 0 0
11 0 0 0 0 0 0 0 0 1 1
12 0 0 2 1 0 0 0 0 0 0
13 0 0 0 0 0 0 0 0 0 0
14 5 3 0 0 0 0 0 0 6 4
15 0 0 0 0 1 0 0 0 2 1
16 0 0 0 0 0 0 0 0 3 2
17 2 1 0 0 4 2 5 3 10 6
18 2 1 0 0 0 0 0 0 1 1
19 0 0 0 0 0 0 5 3 0 0
20 0 0 0 0 0 0 0 0 0 0
21 0 0 0 0 1 0 5 3 3 2
22 0 0 0 0 0 0 0 0 0 0
23 0 0 0 0 0 0 0 0 0 0
24 0 0 0 0 0 0 0 0 0 0
25 0 0 0 0 1 0 0 0 2 1
26 0 0 0 0 0 0 0 0 6 4
Total 22 12 2 1 6 3 21 12 48 26
Table 5-7 Distributed Residential Development Trip Generation PM Peak
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5.5 Assessment of Development Impact
Pedestrian/Cycle Impact
5.5.1 The person trip generation predicts that there will be 34 pedestrian movements in the AM peak period and 34 during the PM peak. As previously described, the existing footways around the site are of good quality and consequently there are good walking routes for residents of the proposed development to the surrounding local facilities.
5.5.2 The requirements of pedestrians have been fully considered within the design of the proposed development from the outset. As a result, it is considered that the existing and proposed infrastructure will be well suited to accommodate the forecast pedestrian movements under base conditions and with the promotion of commuting by foot as part of the Travel Plan site it is envisaged this could increase over time.
5.5.3 The table shows that it is forecast that there will be 4 cyclist movements in the AM peak and 3 in the PM peak. The suitability of the surrounding highway network for on-road cycle travel means that there will be good opportunities for travel by this mode. On this basis, it is considered that the current and proposed infrastructure will be able to accommodate the forecast level of cycle movements.
Public Transport Impact
5.5.4 It is forecast that the development will generate 9 public transport passenger movements during the AM and 9 in the PM peak period as a combination of bus and train use. It is envisaged that the existing bus and rail services within Westbury will have capacity to accommodate the public transport trips forecast to be associated with the development as well as encouraging a modal shift from the private car wherever possible.
Traffic Impact
5.5.5 The impact of the vehicle trips forecast to be generated by the proposed development on the surrounding highway network is subject to detailed analysis within the following chapter.
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6 Traffic Impact Assessment
6.1 Introduction
6.1.1 This chapter will look specifically at the traffic impact of the development on the local highway network and determine whether the existing network is suitable to accommodate the trips associated with the proposed development.
6.2 Study Area
6.2.1 The study area of the proposed development has been agreed with WC and comprises the following junctions:
Proposed Site Access/B3097 The Ham priority junction
B3097Station Road/ B3097The Ham/Brook Lane/Storridge Road roundabout junction
B3097Station Road/A350 West End/ A350 Haynes Road roundabout junction
A350 Yarnbrook Road/A350 Westbury Road/A363 Westbury Road/B3097 Hawkeridge Road roundabout junction
A363 Bradley Road/A363 Westbury Road/Westbury Road/Phillips Way roundabout junction.
6.2.2 Capacity analysis will be undertaken for all of these junctions under horizon year scenarios to determine how they will operate with and without development traffic. This will allow the impact of the traffic associated with the proposed development to be quantified.
6.3 Existing Network Traffic
6.3.1 The base traffic flows for the study area have been obtained from traffic surveys commissioned by PBA and undertaken on Tuesday 25th March 2014. The surveys identified the AM peak hour to be between 0800 and 0900 and the PM peak hour to occur between 1700 and 1800.
6.4 Future Year Traffic
6.4.1 Generally the impact of new development on the highway network needs to be considered beyond its opening year and surveyed traffic flows are adjusted to represent future conditions in forecast years. These flows are generally presumed to have increased in order to account for background growth in traffic flows caused by developments allocated within local policy and other demographic changes.
6.4.2 It is envisaged that the application for the proposed development will be submitted in 2014 with first occupation forecast for 2016. As well as consideration of the opening year, the impact on the local highway network will require assessment 5 years post opening. On this basis, the horizon years to be included within the traffic analysis are 2016 and 2021.
6.4.3 To calculate the projected traffic growth rate from the surveyed 2014 flows to the horizon years, the methodology is based on National Traffic Model (NTM) figures and National/Local Trip End figures obtained from TEMPro 6.2. These are used to provide overall AM peak growth rates which reflect local conditions within the Westbury area. The extracted growth factors are as follows:
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Growth Period AM Peak PM Peak
2014-2016 1.0193 1.0204
2014-2021 1.0858 1.0917
Table 6-3 Local Adjusted Traffic Growth for Honiton Area 6.4.4 Applying these growth factors to the surveyed traffic flows provides the base scenarios for the 2016 and 2021 horizon years. These are shown in Figures 6-1 and 6-2 for the AM peak and 6-3 and 6-4 for the PM peak respectively.
6.5 Committed Development
6.5.1 Against the forecast background increase in traffic set out in the previous section, it is acknowledged that there are two development sites which are likely to impact on the recorded traffic flows within the study area.
6.5.2 Firstly and as agreed with WC during the scoping process, given that the application for the construction of up to 220 dwellings on land at The Mead, accessed via Trowbridge Road, was granted in March 2014 this should be considered as committed development. The traffic associated with this site as taken from the TA prepared by AMEC Environment and Infrastructure Limited is shown in Figures 6-5 and 6-6 for the AM and PM peaks respectively.
6.5.3 In addition, it is acknowledged that an application for the Hawkeridge Business Park on Mill Lane, adjacent to the junction with West Wilts Trading Estate in the north eastern boundary of the site was approved in July 2014. Given that this site is allocated within the Draft Core Strategy for Wiltshire and located in such close proximity to the site, it is considered appropriate to also consider the impact of this development traffic on the local highway network alongside that associated with The Mead development. The traffic associated with this site as taken from the TA prepared by IMA Transport Planning is shown in Figures 6-7 and 6-8 for the AM and PM peaks respectively.
6.5.4 The total committed development traffic is shown in Figures 6-9 and 6-10 for the AM and PM peaks. When this development traffic is added to the base scenario traffic flows shown in Figure 6-1 to 6-4, this provides the base + committed development traffic flows scenarios as shown in Figures 6-11 and 6-12 for the AM peak and 6-13 and 6-14 for the PM peak in 2016 and 2021 respectively.
6.6 Development Traffic Assignment
6.6.1 As set out in the previous chapter, the distribution of the development trips on a local and regional basis has been undertaken using a system of zones based on data extracted from the 2001 Census. From this, the percentage of the vehicle trips generated by the proposed development likely to be travelling to and from each of the identified zones was calculated.
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6.6.2 In order to distribute these trips across the study area, routing percentages were applied across the network for each of the identified zones likely to attract or generate vehicle trips. The calculated residential and trips forecast to travel to and from each relevant zone were then applied to the routing percentages to provide the assigned development traffic flows to and from each zone forecast to attract or generate vehicle trips. These are listed below along with the relevant figures showing the routing percentages and the associated AM and PM traffic flows:
Zone 1 - The Ham and North Station Road (Figures 6-15 to 6-17)
Zone 6 - Meadow Lane and Surrounds (Figures 6-18 to 6-20)
Zone 7 - Town Centre (Figures 6-21 to 6-23)
Zone 10 - Westbury Leigh and Dilton Marsh (Figures 6-24 to 6-26)
Zone 11 - Rural West Westbury (Figures 6-27 to 6-29)
Zone 12 - Rural South Westbury(Figures 6-30 to 6-32)
Zone 14 - Heywood and West Wilts Trading Estate (Figures 6-33 to 6-35)
Zone 15 - Yarnbrook, North Bradley & White Horse Business Park (Figures 6-36 to 6-38)
Zone 16 – Warminster (Figures 6-39 to 6-41)
Zone 17 - Trowbridge and Bradford on Avon (Figures 6-42 to 6-44)
Zone 18 - West Ashton and Melksham (6-45 to 6-47)
Zone 20 - South Kennet (6-48 to 6-50)
Zone 21 - Bath and Bristol (6-51 to 6-53)
Zone 25 - Salisbury and the South Coast (6-54 to 6-56)
Zone 26 - Rest of UK (6-57 to 6-59).
6.6.3 The total calculated percentage distribution of vehicle movements related to the proposed residential development is shown in Figure 6-60 and the associated traffic flows are shown in Figure 6-61 and 6-62 for the AM and PM peak hours respectively.
6.6.4 When the total development traffic flows are added to the base + committed development traffic flows as shown in Figures 6-11 to 6-14, this provides the base + committed + proposed development analysis scenarios as shown in Figure 6-63 to 6-66 for the 2016 and 2021 AM and PM peak hours.
6.7 Junction Capacity Assessment
6.7.1 The operational capacities of the junctions within the study area have been assessed using the industry software programme Junctions 8 (Version 8 of ARCADY and PICADY). ARCADY is used for the analysis of roundabouts and PICADY is used for priority T junctions or crossroads. For reference it is generally considered that where the RFC is less than 85%, the junction is operating within capacity and operating at capacity between 90% and 100%. All values above 100% mean that a junction is operating above its theoretical capacity and vehicle queues will begin to accumulate
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The Ham/South Eastern Site Access Priority Junctions
6.7.2 The south eastern site access junction was modelled assuming all traffic generated by the proposed development will utilise this access. However, in reality, traffic will be split between the south eastern and north eastern site access junctions, so this represents a highly robust analysis. The results of the capacity assessment for The Ham/south eastern site access priority junction are shown in the following tables:
Southern Site Access The Ham AM Peak RFC Q (pcu) RFC Q (pcu)
2016 Base + Committed + 0.088 0 0.020 0 Development
2021 Base + Committed + 0.091 0 0.020 0 Development
Table 6-4 The Ham/South Eastern Site Access Priority Junction Capacity Analysis – AM Peak
Southern Site Access The Ham AM Peak RFC Q (pcu) RFC Q (pcu)
2016 Base + Committed + 0.036 0 0.063 0 Development
2021 Base + Committed + 0.037 0 0.065 0 Development
Table 6-5 The Ham/South Eastern Site Access Priority Junction Capacity Analysis – PM Peak
6.7.3 The capacity analysis indicates that the junction is expected to operate within capacity in all scenarios assessed, with no queuing forecast to occur.
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Station Road/The Ham/Brook Lane/Storridge Road Roundabout Junction
6.7.4 The results of the capacity assessment for the Station Road/The Ham/Brook Lane/Storridge Road roundabout junction are shown in the following tables:
Station Road Brook Lane Storridge Road The Ham AM Peak RFC Q (pcu) RFC Q (pcu) RFC Q (pcu) RFC Q (pcu)
2016 Base 0.840 5 0.115 0 0.155 0 0.461 1
2021 Base 0.900 8 0.132 0 0.170 0 0.495 1
2016 Base + 0.939 11 0.126 0 0.167 0 0.491 1 Committed
2021 Base + 1.000 23 0.142 0 0.182 0 0.525 1 Committed
2016 Base + Committed + 0.947 12 0.127 0 0.169 0 0.527 1 Development
2021 Base + Committed + 1.008 25 0.143 0 0.184 0 0.561 1 Development
Table 6-8 Station Road/The Ham/Brook Lane Roundabout Junction Capacity Analysis – AM Peak
Station Road Brook Lane Storridge Road The Ham PM Peak RFC Q (pcu) RFC Q (pcu) RFC Q (pcu) RFC Q (pcu)
2016 Base 0.301 0 0.435 1 0.493 1 0.550 1
2021 Base 0.321 0 0.473 1 0.538 1 0.605 1
2016 Base + 0.321 0 0.446 1 0.507 1 0.688 2 Committed
2021 Base + 0.341 1 0.484 1 0.553 1 0.747 3 Committed
2016 Base + Committed + 0.341 1 0.453 1 0.520 1 0.710 2 Development
2021 Base + Committed + 0.361 1 0.492 1 0.568 1 0.769 3 Development
Table 6-9 Station Road/The Ham/Brook Lane Roundabout Junction Capacity Analysis – PM Peak
6.7.5 The capacity analysis indicates that the junction is expected to operate within capacity in all scenarios assessed, with the proposed development having a negligible impact on the number of queuing vehicles.
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Land at Glenmore Farm, Westbury Transport Assessment
Station Road/West End/Haynes Road Roundabout Junction
Haynes Road Station Road West End AM Peak RFC Q (pcu) RFC Q (pcu) RFC Q (pcu)
2016 Base 0.956 14 0.638 2 0.867 6
2021 Base 1.021 30 0.694 2 0.932 10
2016 Base + Committed 1.006 25 0.665 2 0.916 9
2021 Base + Committed 1.071 51 0.713 2 0.982 17
2016 Base + Committed + 1.01 26 0.688 2 0.924 9 Development
2021 Base + Committed + 1.074 53 0.736 3 0.991 19 Development
Table 6-10 Station Road/ West End/Haynes Road Roundabout Junction Capacity Analysis – AM Peak
Haynes Road Station Road West End PM Peak RFC Q (pcu) RFC Q (pcu) RFC Q (pcu)
2016 Base 0.81 4 0.593 1 0.959 13
2021 Base 0.87 6 0.656 2 1.038 32
2016 Base + Committed 0.832 5 0.659 2 0.99 19
2021 Base + Committed 0.891 7 0.725 3 1.071 43
2016 Base + Committed + 0.846 5 0.671 2 0.994 19 Development
2021 Base + Committed + 0.904 8 0.736 3 1.075 44 Development
Table 6-11 Station Road/ West End/Haynes Road Roundabout Junction Capacity Analysis – PM Peak
6.7.6 The capacity analysis indicates that the roundabout is expected to be operating at or near capacity under 2016 base conditions on both the Haynes Road and West End arms of the junction. The traffic associated with the committed development would appear to have a slightly detrimental impact on the operation of this junction under 2016 and 2021 conditions, however the additional impact of the proposed development at Glenmore Farm is negligible.
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Land at Glenmore Farm, Westbury Transport Assessment
White Horse Business Park/Westbury Road/Phillips Way Roundabout
Westbury Rd E Phillips Way Westbury Rd W White Horse AM Peak RFC Q (pcu) RFC Q (pcu) RFC Q (pcu) RFC Q (pcu)
2016 Base 0.589 1 0.271 0 0.58 1 0.444 1
2021 Base 0.636 2 0.294 0 0.638 2 0.485 1
2016 Base + 0.659 2 0.325 0 0.651 2 0.537 1 Committed
2021 Base + 0.711 2 0.35 1 0.714 2 0.583 1 Committed
2016 Base + Committed + 0.661 2 0.341 1 0.66 2 0.542 1 Development
2021 Base + Committed + 0.713 2 0.366 1 0.724 2 0.588 1 Development
Table 6-12 White Horse Business Park/Westbury Road/Phillips Way Roundabout Capacity Analysis – AM Peak
Westbury Rd E Phillips Way Westbury Rd W White Horse PM Peak RFC Q (pcu) RFC Q (pcu) RFC Q (pcu) RFC Q (pcu)
2016 Base 0.638 2 0.22 0 0.3 0 0.703 2
2021 Base 0.701 2 0.502 1 0.327 0 0.768 3
2016 Base + 0.661 2 0.297 0 0.319 0 0.725 3 Committed
2021 Base + 0.726 3 0.581 1 0.348 1 0.792 4 Committed
2016 Base + Committed + 0.668 2 0.305 0 0.321 0 0.739 3 Development
2021 Base + Committed + 0.734 3 0.589 1 0.35 1 0.806 4 Development
Table 6-13 White Horse Business Park/Westbury Road/Phillips Way Roundabout Capacity Analysis – PM Peak
6.7.7 The capacity analysis indicates that the junction is expected to operate well within capacity in all scenarios considered, with minimal queuing forecast to occur.
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Land at Glenmore Farm, Westbury Transport Assessment
Yarnbrook Road/Hawkeridge Road/Westbury Road Roundabout
West Ashton Rd Westbury Rd S Hawkeridge Rd Westbury Rd N AM Peak RFC Q (pcu) RFC Q (pcu) RFC Q (pcu) RFC Q (pcu)
2016 Base 0.801 4 0.755 3 0.562 1 0.802 4
2021 Base 0.86 6 0.83 5 0.648 2 0.885 6
2016 Base + 0.881 7 0.857 5 0.639 2 0.885 6 Committed
2021 Base + 0.94 12 0.937 10 0.733 3 0.97 13 Committed
2016 Base + Committed + 0.882 7 0.858 6 0.66 2 0.892 7 Development
2021 Base + Committed + 0.941 12 0.938 10 0.755 3 0.978 14 Development
Table 6-14 Yarnbrook Road/Hawkeridge Road/Westbury Road Roundabout Capacity Analysis – AM Peak
West Ashton Rd Westbury Rd S Hawkeridge Rd Westbury Rd N PM Peak RFC Q (pcu) RFC Q (pcu) RFC Q (pcu) RFC Q (pcu)
2016 Base 0.848 5 0.854 5 0.682 2 0.862 5
2021 Base 0.914 9 0.713 2 0.783 3 0.959 12
2016 Base + 0.868 6 0.884 7 0.792 4 0.93 9 Committed
2021 Base + 0.932 11 0.741 3 0.905 7 1.032 23 Committed
2016 Base + Committed + 0.874 6 0.887 7 0.801 4 0.934 9 Development
2021 Base + Committed + 0.937 12 0.744 3 0.915 8 1.036 24 Development
Table 6-15 Yarnbrook Road/Hawkeridge Road/Westbury Road Roundabout Capacity Analysis – PM Peak
6.7.8 The capacity analysis indicates that the junction is forecast to be approaching capacity in 2016 conditions and just over theoretical capacity in the 2021 horizon year. However, the committed development traffic flows are indicated to have a more significant impact on the level of queueing forecast at the junction than the proposed development traffic which adds a maximum of one additional vehicle to the queue. On this basis, the impact of the proposed development traffic on the operation of this junction is considered to be immaterial.
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Land at Glenmore Farm, Westbury Transport Assessment
6.8 Conclusion
6.8.1 This chapter has determined the base conditions on the local highway network as well as the traffic flows associated with the committed development in the area surrounding the site. The vehicle trip generation of the proposed development has also been forecast and these vehicle trips have been assigned across the network based on the calculated distribution of existing trips made to and from the north Westbury area.
6.8.2 The key junctions within the study area have then been subject to capacity assessment with and without the proposed and committed development traffic. This analysis has demonstrated that the majority of junctions are forecast to operate within capacity under all scenarios considered. Those junctions which are forecast to be approaching capacity under horizon year conditions were not found to be subject to significant detriment as a result of the development traffic, particularly when compared to the impact associated with the committed development.
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Land at Glenmore Farm, Westbury Transport Assessment
7 Summary and Conclusion
7.1 Summary
7.1.1 The findings of the Transport Assessment are summarised below:
The proposed development at Glenmore Farm will comprise around 150 dwellings, as well as highway access, public open space and other associated infrastructure.
The development will provide a total of four connections to the existing transport network creating a fully connected and permeable street layout.
The proposed development will provide highway access via a new priority junction on the south eastern boundary of the site with The Ham.
Pedestrian access to the site will be gained via the extension of the existing footways on The Ham across the south western frontage of the sit and to the Link Road junction to the north of the site providing a connection to the West Wilts Trading Estate.
The existing public transport facilities are good, particularly in regard to rail links connecting Westbury with most major destinations in southern England, offering the possibility of longer distance journeys without the need of a private car.
The existing road network is of a good condition and well aligned in the vicinity of the site. Based on the existing conditions on the surrounding highway network and a review of the accident history within the area, it is not envisaged that the proposed development will result in any highway safety concerns.
The development allows an improved sustainable connection to be made to the consented Hawkeridge development.
The development is compliant with all transport related policies at a national and local level.
The multi modal trip generation of up to 154 private houses was determined with reference to the TRICS 2014(a) database and the 2011 Census data for the Westbury North Ward.
This proposed development is forecast to generate 153 and 155 external person trips in the AM and PM peak hours respectively.
Based on the multi modal analysis and the applied TEMPro modal splits, the proposed development is forecast to generate 75 and 76 vehicle trips in the AM and PM peaks respectively.
The distribution of the development traffic has been considered utilising appropriate Census ‘travel to work’ and population data and assigned to the road network based on the most likely route between the proposed development site and origin/destination zone.
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Land at Glenmore Farm, Westbury Transport Assessment
All of the junctions within the study area are forecast to operate within capacity under all scenarios, taking into account both the proposed and committed development except for the Station Road/Haynes Road/West End roundabout and the Yarnbrook roundabout junction at the eastern end of the study area which are approaching theoretical capacity in horizon year scenarios. However, these junctions are shown to exceed their theoretical capacity as a result of committed development traffic. The impact of the development traffic is considered to be negligible.
7.2 Conclusion
7.2.1 Taking into account the findings of the TA outlined above, with regards to the accessibility of the development by sustainable modes and the non-detrimental impact on the surrounding highway network, it is concluded that there are no reasons to refuse the application on transport grounds.
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Land at Glenmore Farm, Westbury Transport Assessment
Figures
J:\27325 Glenmore Farm, Westbury\003_TA_TTR\Reports\Glenmore Farm TA - v3.docx
Land at Glenmore Farm, Westbury Transport Assessment
J:\27325 Glenmore Farm, Westbury\003_TA_TTR\Reports\Glenmore Farm TA - v3.docx
Client Date 30/01/14 Scale A3 NTS TAYLOR WIMPEY Drawn by KWM GLENMORE FARM WESTBURY Checked by AS Revision - Reproduced from Ordance Survey Offices throughout the UK, Ireland, digital map data © Crown copyright SITE LOCATION continental Europe, Africa, Asia and Australia 2012. All rights reserved. Licence FIGURE 2 - 1 www.pba.co.uk number 0100031673.
© Peter Brett Associates LLP J:\27325\003\COREL N
KEY: 5 Minutes 10 Minutes 15 Minutes
Client Date 04/04/2014 Scale A3 NTS TAYLOR WIMPEY Drawn by GN GLENMORE FARM WESTBURY Checked by PH Revision - Attribution Line PEDESTRIAN TRAVEL ISOCHRONES Offices throughout the UK and Europe Aerial photo images reproduced 5, 10 AND 15 MINUTES from a licensed copy of FIGURE 2 - 2 www.peterbrett.com Google Earth Pro.
© Peter Brett Associates LLP J:\27325\003\COREL N
KEY: OBJECT 1 OBJECT 2 OBJECT 3 OBJECT 4 OBJECT 5 OBJECT 6 OBJECT 7 OBJECT 8 OBJECT 9 OBJECT 10 OBJECT 11 OBJECT 12
KEY: 5 Minutes 10 Minutes 15 Minutes
Client TAYLOR WIMPEY Glenmore Farm, Westbury
Mark Revision Drawn- Date Chkd Attribution Line Cycle Travel Isonchrones Date 04/04/2014 Offices throughout 5, 10, 15 Minutes Scale A3 NTS the UK and Europe Aerial photo images reproduced - from a licensed copy of Drawn by GN FIGURE 2-3 www.peterbrett.com Google Earth Pro. Checked by PH
© Peter Brett Associates LLP J:\27325\003\COREL N
t Office s & o P Local Shop
KEY: OBJECT 1 OBJECT 2 Doctors OBJECT 3 KEY: Surgery OBJECT 4 hurch C of ’s E n n OBJECT 5 e g l
l e
Primary a Westbury C of E
n
H
d t
S School OBJECT 6 Primary School OBJECT 7
C OBJECT 8 rd ol fo le e g d i e Matravers Secondary Secondary hurch o OBJECT 9 B C f ’s E School n n e g School l ma l r r OBJECT 10 e
Primary a pe ke n
H t
u d
t S
S School OBJECT 11 Morrisons OBJECT 12 Westbury Community H Hospital
C ord ol Doctors White Horse Health f le e g d i Secondary e Surgery B Centre School
Dentalcare Westbury
t Office s & H o P Local Post Office & Spar Shop Shop
rmar pe ke t u S Morrisons Morrisons Supermarket
Employment
Site Location
Westbury Town Centre
B3097 Westbury Railway Station A350
A3098 Railway Line
Client Taylor Wimpy Development Glenmore Farm, Westbury
Mark Revision Drawn- Date Chkd Attribution Line Strategic Local Facilities Plan Date 09/01/2014 Offices throughout Scale A3 NTS the UK and Europe Aerial photo images reproduced - from a licensed copy of Drawn by GN FIGURE 2 - 4 www.peterbrett.com Google Earth Pro. Checked by PH
© Peter Brett Associates LLP J:\File Location\27325\003\COREL.cdr White Horse Trading Estate
159
260 16 211 250
195 Westbury Road Westbury Road North Bradley
356
13 187 226 263 20
Philips Way 4 235 19 186 321
West Wilts Glenmore Farm 30
Hawkeridge Road West Ashton 6
13 6 91 8 0 0 0 369
24 Storridge Road 372 22 237 417 274
Brook Lane The Ham 339
42 0
166 275 351 82 356
232 347
228 165 Station RoadStation West End Trowbridge Road
313 646 94
651
Town Centre
Client: Title: 2016 Base Traffic Flows - AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-1 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
169
277 17 225 266
207 Westbury Road Westbury Road North Bradley
379
14 199 241 280 22
Philips Way 4 251 21 198 342
West Wilts Glenmore Farm 31
Hawkeridge Road West Ashton 7
14 7 97 9 0 0 0 393
26 Storridge Road 397 24 253 444 292
Brook Lane The Ham 362
45 0
177 293 374 87 380
248
243 176 Station RoadStation West End Trowbridge Road
333 688 100
694
Town Centre
Client: Title: 2021 Base Traffic Flows - AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-2 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
27
203 168 300 349
129 Westbury Road Westbury Road North Bradley
244
4 111 210 351 22
Philips Way 13 315 11 212 327
West Wilts Glenmore Farm 39
Hawkeridge Road West Ashton 6
55 4 301 23 0 0 0 353
161 Storridge Road 272 214 229 364 214
Brook Lane The Ham 459
4 0
16 93 194 10 334
320
287 83 Station RoadStation West End Trowbridge Road
167 624 145
650
Town Centre
Client: Title: 2016 Base Traffic Flows - PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-3 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
28
217 180 321 373
138 Westbury Road Westbury Road North Bradley
261
376 119 225 376 24
Philips Way 14 337 12 227 349
West Wilts Glenmore Farm 41
Hawkeridge Road West Ashton 7
59 4 322 25 0 0 0 378
172 Storridge Road 291 22 245 390 229
Brook Lane The Ham 491
4 0
17 99 207 11 358
343
307 88 Station RoadStation West End Trowbridge Road
179 668 155
695
Town Centre
Client: Title: 2021 Base Traffic Flows - PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-4 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
1
1
Westbury Road Westbury Road North Bradley
2 3
Philips Way 3
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
1
5 18 24 Storridge Road
Brook Lane The Ham 4
3 4 5 2
2
4 3 Station RoadStation West End Trowbridge Road
2 1
Town Centre
Client: Title: The Mead Committed Development Traffic - AM Peak
Job Title: Glenmore Farm, Westbury
Date: Apr-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-5 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
3
2 Westbury Road Westbury Road North Bradley
0 0 2
Philips Way 0 5
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
4
2 Storridge Road 2 0 5 10
Brook Lane The Ham 5
0 1 2 5
5
3 1 Station RoadStation West End Trowbridge Road
9 2
Town Centre
Client: Title: The Mead Committed Development Traffic - PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-6 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
71
44
Westbury Road Westbury Road North Bradley
19 27 35
Philips Way 28 14 16 19
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
21
101 7 63 Storridge Road
Brook Lane The Ham
82 21
21
9 2 Station RoadStation West End Trowbridge Road
30 7 19
16
Town Centre
Client: Title: Hawke Ridge Business Park Committed Development Traffic - AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-7 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
13
7 Westbury Road Westbury Road North Bradley
52 48 12
Philips Way 12 49 5 7 West Wilts Glenmore Farm
Hawkeridge Road West Ashton
7
Storridge Road 17 5 8
Brook Lane The Ham
17 77
77
27 9 Station RoadStation West End Trowbridge Road
6 5 3
5
Town Centre
Client: Title: Hawke Ridge Business Park Committed Development Traffic - PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-8 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
72
45
Westbury Road Westbury Road North Bradley
19 29 38
Philips Way 28 14 19 19
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
1 21
106 25 24 63 Storridge Road
Brook Lane The Ham 4
3 4 87 23
23
13 5 Station RoadStation West End Trowbridge Road
32 7 20
16
Town Centre
Client: Title: Total Committed Development Traffic - AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-9 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
16
9 Westbury Road Westbury Road North Bradley
52 48 14
Philips Way 12 49 10 7 West Wilts Glenmore Farm
Hawkeridge Road West Ashton
4 7
2 Storridge Road 19 10 10 8
Brook Lane The Ham 5
1 19 82
82
30 10 Station RoadStation West End Trowbridge Road
15 5 5
5
Town Centre
Client: Title: Total Committed Development Traffic - PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-10 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
159
260 16 283 250
240 Westbury Road Westbury Road North Bradley
356
32 216 264 263 20
Philips Way 32 249 19 205 340
West Wilts Glenmore Farm 30
Hawkeridge Road West Ashton 6
13 6 92 8 0 0 0 390
24 Storridge Road 478 22 262 441 337
Brook Lane The Ham 343
42 0
169 279 438 82 379
255
241 170 Station RoadStation West End Trowbridge Road
345 653 114
667
Town Centre
Client: Title: 2016 Base + Committed Development Traffic Flows - AM Peak
Job Title: Glenmore Farm, Westbury
Date: 031/07/2014 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-11 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
169
277 17 297 266
252 Westbury Road Westbury Road North Bradley
379
33 228 279 280 22
Philips Way 32 265 21 217 361
West Wilts Glenmore Farm 31
Hawkeridge Road West Ashton 7
14 7 98 9 0 0 0 414
26 Storridge Road 503 24 278 468 355
Brook Lane The Ham 366
45 0
180 297 461 87 403
271
256 181 Station RoadStation West End Trowbridge Road
365 695 120
710
Town Centre
Client: Title: 2021 Base + Committed Development Traffic Flows - AM Peak
Job Title: Glenmore Farm, Westbury
Date: 031/07/2014 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-12 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
27
203 168 316 349
138 Westbury Road Westbury Road North Bradley
244
56 159 224 351 22
Philips Way 25 364 11 222 334
West Wilts Glenmore Farm 39
Hawkeridge Road West Ashton 6
55 4 305 23 0 0 0 360
163 Storridge Road 291 214 239 374 222
Brook Lane The Ham 464
4 0
16 94 213 10 416
402
317 93 Station RoadStation West End Trowbridge Road
182 629 150
655
Town Centre
Client: Title: 2016 Base + Committed Development Traffic Flows - PM Peak
Job Title: Glenmore Farm, Westbury
Date: 031/07/2014 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-13 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
28
217 180 337 373
147 Westbury Road Westbury Road North Bradley
261
428 167 239 376 24
Philips Way 26 386 12 237 356
West Wilts Glenmore Farm 41
Hawkeridge Road West Ashton 7
59 4 326 25 0 0 0 385
174 Storridge Road 310 22 255 400 237
Brook Lane The Ham 496
4 0
17 100 226 11 440
425
337 98 Station RoadStation West End Trowbridge Road
194 673 160
700
Town Centre
Client: Title: 2021 Base + Committed Development Traffic Flows - PM Peak
Job Title: Glenmore Farm, Westbury
Date: 031/07/2014 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-14 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way West Wilts Glenmore Farm Trading Estate Hawkeridge Road West Ashton
50% 100% 100% Storridge Road
Brook Lane The Ham
50%
50%
50% Station RoadStation West End Trowbridge Road
Town Centre
Client: Title: Zone 1 (1000) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury Taylor Wimpey Developments Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-15 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
1 2 7 Storridge Road
Brook Lane The Ham
4
1
4 Station RoadStation West End Trowbridge Road
In 2
Out 7 Town Centre Total 9
Client: Title: Zone 1 (1000) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-16 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
3 5 3 Storridge Road
Brook Lane The Ham
2
3
2 Station RoadStation West End Trowbridge Road
In 5
Out 3 Town Centre Total 8
Client: Title: Zone 1 (1000) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-17 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way West Wilts Glenmore Farm Trading Estate Hawkeridge Road West Ashton
100% 100% 100% Storridge Road
Brook Lane The Ham
100%
100% Station RoadStation West End Trowbridge Road
Town Centre
Client: Title: Zone 6 (1005) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-18 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 0 0 1 Storridge Road
Brook Lane The Ham
0
0 0
1 Station RoadStation West End Trowbridge Road
In 0
Out 1 Town Centre Total 1
Client: Title: Zone 6 (1005) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-19 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 1 1 1 Storridge Road
Brook Lane The Ham
0
1 0
1 Station RoadStation West End Trowbridge Road
In 1
Out 1 Town Centre Total 2
Client: Title: Zone 6 (1005) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-20 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
100% 100% Storridge Road
Brook Lane The Ham
100%
100%
90% 10% Station RoadStation West End Trowbridge Road
90% 10%
Town Centre
Client: Title: Zone 7 (1006) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-21 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 0 1 4 Storridge Road
Brook Lane The Ham
0
1 0
4
4 0 Station RoadStation West End Trowbridge Road
1 0
In 1
Out 4 Town Centre Total 5
Client: Title: Zone 7 (1006) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-22 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 0 3 2 Storridge Road
Brook Lane The Ham
0
3 0
2
2 0 Station RoadStation West End Trowbridge Road
3 0
In 3
Out 2 Town Centre Total 5
Client: Title: Zone 7 (1006) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-23 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
100% 100% Storridge Road
Brook Lane The Ham
100%
100% Station RoadStation West End Trowbridge Road
Town Centre
Client: Title: Zone 10 (1009) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-24 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 0 0 1 Storridge Road
Brook Lane The Ham
0
0 0
1
0 0 Station RoadStation West End Trowbridge Road
0 0
In 0
Out 1 Town Centre Total 1
Client: Title: Zone 10 (1009) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-25 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 0 1 0 Storridge Road
Brook Lane The Ham
0
1 0
0
0 0 Station RoadStation West End Trowbridge Road
0 0
In 1
Out 0 Town Centre Total 1
Client: Title: Zone 10 (1009) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-26 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
25%
Westbury Road Westbury Road North Bradley
25% Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
75% 75% 25% Storridge Road
Brook Lane The Ham
25%
75%
75%
50% Station RoadStation West End Trowbridge Road
50%
Town Centre
Client: Title: Zone 11 (1010) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-27 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 0 0 2 Storridge Road
Brook Lane The Ham
0
0 0
2
1 0 Station RoadStation West End Trowbridge Road
0 0
In 0
Out 2 Town Centre Total 2
Client: Title: Zone 11 (1010) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-28 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 0 1 1 Storridge Road
Brook Lane The Ham
0
1 0
1
1 0 Station RoadStation West End Trowbridge Road
1 0
In 1
Out 1 Town Centre Total 2
Client: Title: Zone 11 (1010) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-29 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way Glenmore Farm West Wilts
Hawkeridge Road West Ashton
100% 100% Storridge Road
Brook Lane The Ham
100%
100%
75% Station RoadStation West End Trowbridge Road
75%
Town Centre
Client: Title: Zone 12 (1011) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-30 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 0 0 1 Storridge Road
Brook Lane The Ham
0
0 0
1
1 0 Station RoadStation West End Trowbridge Road
0 0
In 0
Out 1 Town Centre Total 1
Client: Title: Zone 12 (1011) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-31 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 0 1 0 Storridge Road
Brook Lane The Ham
0
1 0
0
0 0 Station RoadStation West End Trowbridge Road
1 0
In 1
Out 0 Town Centre Total 1
Client: Title: Zone 12 (1011) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-32 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
85%
10%
Westbury Road Westbury Road North Bradley
10% 85% Philips Way
West Wilts Glenmore Farm 5%
Hawkeridge Road West Ashton
100%
5% Storridge Road
Brook Lane The Ham
100% Station RoadStation West End Trowbridge Road
Town Centre
Client: Title: Zone 14 (1013) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-33 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
2
0
Westbury Road Westbury Road North Bradley
1 7 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 0 0 8
0 Storridge Road
Brook Lane The Ham
0 2
0 0
0
0 0 Station RoadStation West End Trowbridge Road
0 0
In 2
Out 8 Town Centre Total 10
Client: Title: Zone 14 (1013) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-34 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
5
1
Westbury Road Westbury Road North Bradley
0 3 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 0 0 3
0 Storridge Road
Brook Lane The Ham
0 6
0 0
0
0 0 Station RoadStation West End Trowbridge Road
0 0
In 6
Out 3 Town Centre Total 9
Client: Title: Zone 14 (1013) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-35 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
100% 100% Storridge Road
Brook Lane The Ham
100%
100%
50% Station RoadStation West End Trowbridge Road
50%
Town Centre
Client: Title: Zone 15 (1014) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-36 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 1 3 0
0 Storridge Road
Brook Lane The Ham
0 0
1 0
3
2 0 Station RoadStation West End Trowbridge Road
1 0
In 1
Out 3 Town Centre Total 4
Client: Title: Zone 15 (1014) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-37 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 3 1 0
0 Storridge Road
Brook Lane The Ham
0 0
3 0
1
1 0 Station RoadStation West End Trowbridge Road
2 0
In 3
Out 1 Town Centre Total
Client: Title: Zone 15 (1014) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-38 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
100% 100% Storridge Road
Brook Lane The Ham
100%
100%
100% Station RoadStation West End Trowbridge Road
100%
Town Centre
Client: Title: Zone 16 (2001) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-39 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 1 3 0
0 Storridge Road
Brook Lane The Ham
0 0
1 0
3
3 0 Station RoadStation West End Trowbridge Road
1 0
In 1
Out 3 Town Centre Total 4
Client: Title: Zone 16 (2001) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-40 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 3 2 0
0 Storridge Road
Brook Lane The Ham
0 0
3 0
2
2 0 Station RoadStation West End Trowbridge Road
3 0
In 3
Out 2 Town Centre Total 5
Client: Title: Zone 16 (2001) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-41 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
100%
Westbury Road Westbury Road North Bradley
100% Philips Way Glenmore Farm West Wilts
Hawkeridge Road West Ashton
100% Storridge Road
Brook Lane The Ham
100% Station RoadStation West End Trowbridge Road
Town Centre
Client: Title: Zone 17 (2002) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-42 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
3
0
Westbury Road Westbury Road North Bradley
0 13 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 0 0 13
0 Storridge Road
Brook Lane The Ham
0 3
0 0
0
0 0 Station RoadStation West End Trowbridge Road
0 0
In 3
Out 13 Town Centre Total 16
Client: Title: Zone 17 (2002) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-43 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
10
0
Westbury Road Westbury Road North Bradley
0 6 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 0 0 6
0 Storridge Road
Brook Lane The Ham
0 10
0 0
0
0 0 Station RoadStation West End Trowbridge Road
0 0
In 10
Out 6 Town Centre Total 16
Client: Title: Zone 17 (2002) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-44 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley
100% Philips Way Glenmore Farm West Wilts
Hawkeridge Road West Ashton
100%
100% Storridge Road
Brook Lane The Ham
100% Station RoadStation West End Trowbridge Road
Town Centre
Client: Title: Zone 18 (2003) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-45 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0
2 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 0 0 2
0 0 Storridge Road
Brook Lane The Ham
0 0
0 0
0
0 0 Station RoadStation West End Trowbridge Road
0 0
In 0
Out 2 Town Centre Total 2
Client: Title: Zone 18 (2003) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-46 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0
1 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 0 0 1
0 1 Storridge Road
Brook Lane The Ham
0 1
0 0
0
0 0 Station RoadStation West End Trowbridge Road
0 0
In 1
Out 1 Town Centre Total 2
Client: Title: Zone 18 (2003) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-47 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
100% 100% Storridge Road
Brook Lane The Ham
100%
100%
50% Station RoadStation West End Trowbridge Road
50%
Town Centre
Client: Title: Zone 20 (2005) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-48 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0
0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 0 1 0
0 0 Storridge Road
Brook Lane The Ham
0 0
0 0
1
1 0 Station RoadStation West End Trowbridge Road
0 0
In 0
Out 1 Town Centre Total
Client: Title: Zone 20 (2005) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-49 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0
0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 1 0 0
0 0 Storridge Road
Brook Lane The Ham
0 0
1 0
0
0 0 Station RoadStation West End Trowbridge Road
1 0
In 1
Out 0 Town Centre Total 1
Client: Title: Zone 20 (2005) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-50 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley
75% Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
25% 25% 75% Storridge Road
Brook Lane The Ham
75%
25%
25% Station RoadStation West End Trowbridge Road
Town Centre
Client: Title: Zone 21 (3001) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-51 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
3 0
0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 0 1 3
0 0 Storridge Road
Brook Lane The Ham
0 1
0 0
1
0 0 Station RoadStation West End Trowbridge Road
0 0
In 1
Out 4 Town Centre Total 5
Client: Title: Zone 21 (3001) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-52
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
2 0
0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 1 1 2
0 0 Storridge Road
Brook Lane The Ham
0 3
1 0
1
0 0 Station RoadStation West End Trowbridge Road
0 0
In 4
Out 2 Town Centre Total 6
Client: Title: Zone 21 (3001) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-53
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley Philips Way West Wilts Glenmore Farm Trading Estate Hawkeridge Road West Ashton
100% 100% Storridge Road
Brook Lane The Ham
100%
100%
100% Station RoadStation West End Trowbridge Road
100%
Town Centre
Client: Title: Zone 25 (3005) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-54 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0
0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 1 3 0
0 0 Storridge Road
Brook Lane The Ham
0 0
1 0
3
3 0 Station RoadStation West End Trowbridge Road
1 0
In 1
Out 3 Town Centre Total 4
Client: Title: Zone 25 (3005) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-55 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0
0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 2 1 0
0 0 Storridge Road
Brook Lane The Ham
0 0
2 0
1
1 0 Station RoadStation West End Trowbridge Road
2 0
In 2
Out 1 Town Centre Total
Client: Title: Zone 25 (3005) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-56 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
Westbury Road Westbury Road North Bradley
100% Philips Way West Wilts Glenmore Farm Trading Estate Hawkeridge Road West Ashton
100%
100% Storridge Road
Brook Lane The Ham
100% Station RoadStation West End Trowbridge Road
Town Centre
Client: Title: Zone 26 (3006) Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-57 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0
8 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 0 0 8
0 2 Storridge Road
Brook Lane The Ham
0 2
0 0
0
0 0 Station RoadStation West End Trowbridge Road
0 0
In 2
Out 8 Town Centre Total 10
Client: Title: Zone 26 (3006) Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-58 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
0
0
Westbury Road Westbury Road North Bradley
0 0
4 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 0 0 0 4
0 6 Storridge Road
Brook Lane The Ham
0 6
0 0
0
0 0 Station RoadStation West End Trowbridge Road
0 0
In 6
Out 4 Town Centre Total 10
Client: Title: Zone 26 (3006) Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-59 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
36%
0%
Westbury Road Westbury Road North Bradley
7% 33% 0% 0%
0% 16% 0% Philips Way West Wilts Glenmore Farm 0% Trading Estate Hawkeridge Road West Ashton
0% 43% 44% 56%
14% Storridge Road
Brook Lane The Ham
7% 57%
36% 0%
39% 6-6%
25% 0% Station RoadStation West End Trowbridge Road
29% 0%
Town Centre
Client: Title: Total Development Traffic Assignment - %
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-60 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
5
0
Westbury Road Westbury Road North Bradley
4 20 0
0 10 0 Philips Way
West Wilts Glenmore Farm
Hawkeridge Road West Ashton
0 1 6 27 34
0 2 Storridge Road
Brook Lane The Ham
4 8
5 0
24
15 0 Station RoadStation West End Trowbridge Road
4 0
In 14
Out 61 Town Centre Total 75
Client: Title: Total Development Traffic Assignment- AM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-61 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
15
1
Westbury Road Westbury Road North Bradley
2 9 0 0
0 5 0 Philips Way
West Wilts Glenmore Farm 0
Hawkeridge Road West Ashton
0 4 22 12 16
0 7 Storridge Road
Brook Lane The Ham
2 26
20 0
11
7 0 Station RoadStation West End Trowbridge Road
13 0
In 48
Out 28 Town Centre Total 76
Client: Title: Total Development Traffic Assignment- PM Peak
Job Title: Glenmore Farm, Westbury
Date: Jul-14 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-62 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
159
260 16 288 250
240 Westbury Road Westbury Road North Bradley
356
36 236 264 263 20
Philips Way 32 259 19 205 340
West Wilts Glenmore Farm 30
Hawkeridge Road West Ashton 6
13 6 92 9 6 27 34 390
24 Storridge Road 478 22 262 441 339
Brook Lane The Ham 343
46 8
169 279 443 82 379
279
256 170 Station RoadStation West End Trowbridge Road
349 653 114
667
Town Centre
Client: Title: 2016 Base + Committed Development + Proposed Development Traffic Flows - AM Peak
Job Title: Glenmore Farm, Westbury
Date: 031/07/2014 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-63 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
169
277 17 302 266
252 Westbury Road Westbury Road North Bradley
379
37 248 279 280 22
Philips Way 32 275 21 217 361
West Wilts Glenmore Farm 31
Hawkeridge Road West Ashton 7
14 7 98 10 6 27 34 414
26 Storridge Road 503 24 278 468 357
Brook Lane The Ham 366
49 8
180 297 466 87 403
295
271 181 Station RoadStation West End Trowbridge Road
369 695 120
710
Town Centre
Client: Title: 2021 Base + Committed Development + Proposed DevelopmentTraffic Flows - AM Peak
Job Title: Glenmore Farm, Westbury
Date: 031/07/2014 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-64 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
27
203 168 331 349
139 Westbury Road Westbury Road North Bradley
244
58 168 224 351 22
Philips Way 25 369 11 222 334
West Wilts Glenmore Farm 39
Hawkeridge Road West Ashton 6
55 4 305 27 22 12 16 360
163 Storridge Road 291 214 239 374 229
Brook Lane The Ham 464
6 26
16 94 233 10 416
413
324 93 Station RoadStation West End Trowbridge Road
195 629 150
655
Town Centre
Client: Title: 2016 Base + Committed Development + Proposed Development Traffic Flows - PM Peak
Job Title: Glenmore Farm, Westbury
Date: 031/07/2014 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-65 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan White Horse Trading Estate
28
217 180 352 373
148 Westbury Road Westbury Road North Bradley
261
430 176 239 376 24
Philips Way 26 391 12 237 356
West Wilts Glenmore Farm 41
Hawkeridge Road West Ashton 7
59 4 326 29 22 12 16 385
174 Storridge Road 310 22 255 400 244
Brook Lane The Ham 496
6 26
17 100 246 11 440
436
344 98 Station RoadStation West End Trowbridge Road
207 673 160
700
Town Centre
Client: Title: 2021 Base + Committed Development + Proposed DevelopmentTraffic Flows - PM Peak
Job Title: Glenmore Farm, Westbury
Date: 031/07/2014 Figure: Revision:
Scale: NTS
Lakeside House, Blackbrook Park Avenue, Taunton, Somerset, TA1 2PX Drawn: Polly Hallchurch 6-66 -
email: [email protected] Internet: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan Land at Glenmore Farm, Westbury Transport Assessment
Drawings
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Land at Glenmore Farm, Westbury Transport Assessment
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FOR CONTINUATION SEE RIGHT
Mill Lane
Emergency access with lockable bollards. Link Road
Proposed section of footway to tie in with the existing provision.
B3097 Hawkeridge Road
End of shared facility.
30/40mph speed limit change north of proposed southern site access.
B3097 Hawkeridge Road
Footway to provide link to Shallow Wagon Lane.
Proposed footway/cycleway running behind existing fence to connect to internal footway/cycleway route.
Development and planting set back to achieve 2.4 x 45m visibility splay.
Proposed 5.5m wide site access.
FOR CONTINUATION SEE LEFT 2.4 x 45m visibility splay.
Hawkeridge Road
A Emergency access amended. MF 22.08.14 AS
Mark Revision Drawn Date Chkd
SCALING NOTE: Do not scale from this drawing. If in doubt, ask. UTILITIES NOTE: The position of any existing public or private sewers, utility services, plant or apparatus shown on this drawing is believed to be correct, but no warranty to this is expressed or implied. Other such plant or apparatus may also be present but not shown. The Contractor is therefore advised to undertake his own investigation where the presence of any existing sewers, services, plant or apparatus may affect his operations. Drawing Issue Status For Information Proposed footway running behind existing fence. Glenmore Farm, Westbury Potential Site Access Location
B3097 The Ham Client Taylor Wimpey Strategic Land
Proposed pedestrian/cycle link Date of 1st Issue Drawn by 18.08.2014 MF through to existing footway. Offices throughout A1 Scale Checked by the UK and Europe 1:500 AS www.peterbrett.com Reproduced from/based upon Ordnance Survey material with the permission of Ordnance Survey ® Drawing Number Revision © Peter Brett Associates LLP on behalf of The Controller of Her Majesty's Stationery Office. © Crown Copyright. Unauthorised reproduction infringes Crown Copyright and may lead to prosecution or civil proceedings. TAUNTON Licence No. 100022432 Year of Publication 2014 Owner/Purchaser of Mapping Peter Brett Associates LLP 27325/002/006 A Tel: 01823 445150 user name: matthew fleming File Location: j:\27325 glenmore farm, westbury\002_transport tech overview_ttr\cad\dwgs\27325-002-006 rev a.dwg Land at Glenmore Farm, Westbury Transport Assessment
Appendix A Scoping Correspondence
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Land at Glenmore Farm, Westbury Transport Assessment
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Jack Harris
From: Polly Hallchurch Sent: 17 February 2014 10:45 To: Alan Swan Subject: FW: Glenmore Farm, Westbury - Scope of Transport Assessment
FYI
From: Wiltshire, Mark [mailto:[email protected]] Sent: 17 February 2014 10:42 To: Polly Hallchurch Subject: RE: Glenmore Farm, Westbury - Scope of Transport Assessment
Polly I have the following comments on your scoping report.
150 dwellings would not necessarily require a second point of access, but we would prefer one for this number of dwellings . A second access to Hawkeridge Road would improve permeability but would need to achieve the correct visibility splays for the 50 limit and would also need to ensure correct forward visibility of vehicles waiting to turning right in. Possibly the 30 speed limit could be extended to cover this if we go down the route of having a second access. It would depend on the design of the development ie how much the development would be visible from the Hawkeridge Road , whether there is a lot of intervening landscaping etc.
It will be important for there to be pedestrian and cycleway access to the employment area at Link Road, whether by achieving a direct link to Commerce Road or Cory Way or by a link from the NE corner along the short section of Hawkeridge Road.
I would expect a footway on the entire Ham frontage so that dog walkers etc who wish to walk to Shallow Wagon Lane are catered for .
The scoping report is satisfactory as regards, 2016 year of opening and future year 2021.
Use of Tempro data is agreed.
I have quickly reviewed your proposed Multi modal Impact information including The TRICS data and proposed distribution method and agree the principles that you have put forward.
As we have just discussed I would expect you to assess the following junctions for development impact:-
The Ham / Brook Lane / B3097
Station Road / A350 West End / A350 Haynes Road
Yarnbrook Roundabout ( A350 / A363) (north of the site)
A363 / Phillips Way B3097 / Westbury Road (north of the site)
Other intervening junctions mentioned in your e email you should be able to briefly mention that the development impact will not be significant due to generally low flows and not carry out a full assessment.
I am not aware of committed development other than 220 dwellings at The Mead planning reference C/13/03568 which is a current application. If it has received permission at the time you do the TA you should consider whether its traffic will have a significant effect on your considered junctions and should therefore be included.
The TA should put forward transport contributions to mitigate impacts, particularly from the point of view of accessibility through the town. The Mead is likely to provide a sustainable transport contribution of £300k.
Yours sincerely, Mark Wiltshire, Major Projects Officer, 1 Sustainable Transport, Highways and Transport, Wiltshire Council, County Hall, Trowbridge, Wiltshire, BA14 8JN. telephone 01225 713448 fax 01225 713207 e mail [email protected]
From: Polly Hallchurch [mailto:[email protected]] Sent: 12 February 2014 14:43 To: Wiltshire, Mark Subject: FW: Glenmore Farm, Westbury - Scope of Transport Assessment
Hi Mark
I wondered if you’d had the chance to review the proposed scope of our Transport Assessment for the Glenmore Farm site. Sorry to chase you on this, but we are keen to be able to commission our traffic surveys as soon as possible and therefore need confirmation of the acceptability of our study area.
Regards
Polly Hallchurch Transport Planner for and on behalf of Peter Brett Associates LLP Lakeside House, Blackbrook Park Avenue, Taunton, TA1 2PX Tel: +44 (0)1823 445150 Fax: +44 (0)1823 445151
E-mail: [email protected] Website: www.peterbrett.com
Hannah, Reed and Associates Limited is now part of the PBA Group
From: Polly Hallchurch Sent: 30 January 2014 10:04 To: Wiltshire, Mark Subject: RE: Glenmore Farm, Westbury - Scope of Transport Assessment
Mark
Thanks for your response. Please find attached a redline boundary as requested although it should be noted that the final development may or may not include Glenmore Farm itself, depending on how the masterplan development.
In terms of the position of the site access, due to land ownership issues this has still to be determined but we would hope this would be provided along the frontage of the site with The Ham to tie in with the existing residential development in this area.
I am trying to track down contact details to obtain the data we will need to complete our assessment. If you could assist me with providing email addresses for the people who deal with existing traffic flow data, personal injury accident data and highway boundary ownership information I would be very grateful as I have not had much luck going through WC’s main enquiries line.
Thanks 2
Polly Hallchurch Transport Planner for and on behalf of Peter Brett Associates LLP Lakeside House, Blackbrook Park Avenue, Taunton, TA1 2PX Tel: +44 (0)1823 445150 Fax: +44 (0)1823 445151
E-mail: [email protected] Website: www.peterbrett.com
Hannah, Reed and Associates Limited is now part of the PBA Group
From: Wiltshire, Mark [mailto:[email protected]] Sent: 29 January 2014 15:49 To: Polly Hallchurch Subject: FW: Glenmore Farm, Westbury - Scope of Transport Assessment
Dear Polly Please could you let me have a location plan with the site boundary edged red. An indicated possible access position would also be useful. Subject to above will need about a week before I come back to you.
Yours sincerely, Mark Wiltshire, Major Projects Officer, Sustainable Transport, Highways and Transport, Wiltshire Council, County Hall, Trowbridge, Wiltshire, BA14 8JN. telephone 01225 713448 fax 01225 713207 e mail [email protected]
From: Witt, Roger Sent: 23 January 2014 17:17 To: Wiltshire, Mark Cc: Tilley, Phil; Creedy, Allan Subject: FW: Glenmore Farm, Westbury - Scope of Transport Assessment
Mark
Can you deal with this one please.
Thanks
Roger Witt Highway Development Control Manager Sustainable Transport Wiltshire Council County Hall Trowbridge BA14 8JN 01225 713447
From: Creedy, Allan Sent: 23 January 2014 14:30 3 To: Witt, Roger; Tilley, Phil Subject: FW: Glenmore Farm, Westbury - Scope of Transport Assessment
Roger/Phil
This received via our generic ‘transportplanning’ emailbox – who will be dealing with this?
A
Allan Creedy Head of Service : Sustainable Transport Wiltshire Council Tel: 01225 713444 email: [email protected] web: www.wiltshire.gov.uk
Follow Wiltshire Council
From: Polly Hallchurch [mailto:[email protected]] Sent: 23 January 2014 12:58 To: Transportplanning Subject: Glenmore Farm, Westbury - Scope of Transport Assessment
Dear Sirs
Peter Brett Associates has been commissioned to prepare a Transport Assessment for a proposed residential development at Glenmore Farm in Westbury to accommodate up to 150 new dwellings. Access to the residential development is proposed to be gained via a new priority junction with The Ham (B3097), although the exact location of this is still to be determined.
As part of the Transport Assessment (TA) we propose to include the following sections:
• Existing Conditions - a review of the existing conditions around the site including details of the local highway network along with the existing pedestrian, cycling and public transport facilities available. This section would also include a review of the most recent 5 years of available personal injury accident data to determine the presence of any highway safety issues on the surrounding highway network.
• Proposed Development - a description of the scale of the proposed development including the layout, access strategy, parking provision and accessibility.
• Policy Review- setting out the proposed development in relation to the local and national policy context.
• Multi Modal Impact Assessment – We have undertaken an preliminary multi modal trip generation analysis which provides a forecast of the trip generation of the proposed residential development in terms total people movements, referencing both the TRICS database and the 2011 Census to determine the average household occupancy within the North Westbury area. A modal split taken from TEMPRO for home based trips in the Westbury area has also be applied to determine the number of trips by each mode. The results of this analysis, along with the associated TRICS report, are attached for your review. These trips will then be distributed based on a GIS zoning system which will be informed by the travel to work origin and destination patterns observed for each mode of transport recorded in the 2001 Census (latest currently available).
• Traffic Analysis – an assessment of the impact of the traffic generation of the proposed development in the AM and PM peak hours. We intend to obtain traffic data via either commissioning new traffic surveys or utilising existing counts held by Wiltshire Council for following junctions:
- Link Road (access to West Wilts Trading Estate)/Hawkeridge Road priority T junction
4 - The Ham/Storridge Road/Brook Lane/Station Road mini roundabout junction - Station Road/Rosefield Way/Oldfield Road roundabout junction - Station Road/ Eden Vale Road / Meadow Lane double mini roundabout junction - Station Road / Haynes Road / West End mini roundabout junction
The base flows recorded in these surveys will be adjusted using TEMPRO data to the horizon years of 2016 (year of opening) and 2021 (5 years post opening). We are not aware of any committed development which is likely to impact on the local highway network in the area, but please advise us if this is not the case. The development traffic will then be assigned across the network at the site access and within the study area as specified above and these junctions will be assessed for capacity under base and base + development test conditions to determine the impact of the development on the local highway network using the relevant modelling software (TRL’s Junctions 8).
We will also produce an outline Travel Plan for the proposed development which will set a series of measures by which the developer will seek to encourage residents of the development to travel by sustainable modes. The Travel Plan will also describe the responsibilities for implementing, monitoring and maintaining the plan and this will be submitted to you for approval.
If you have any comments or queries regarding the proposed scope of the TA and the analysis undertaken to date please let us know so we can make the necessary changes. Otherwise, please confirm that you are happy with the above so we can proceed with the report as outlined. We understand that you will want to give this your detailed consideration, but we would appreciate your earliest response on the proposed study area and period of analysis in particular, in order to allow us to obtain the traffic data required as soon as possible.
Regards
Polly Hallchurch Transport Planner for and on behalf of Peter Brett Associates LLP Lakeside House, Blackbrook Park Avenue, Taunton, TA1 2PX Tel: +44 (0)1823 445150 Fax: +44 (0)1823 445151
E-mail: [email protected] Website: www.peterbrett.com
Hannah, Reed and Associates Limited is now part of the PBA Group
Peter Brett Associates LLP is a limited liability partnership registered in England and Wales. Registered number: OC334398. Roger Tym & Partners, Baker Associates and Hannah, Reed and Associates are part of Peter Brett Associates LLP. A list of members is open to inspection at our registered office. Registered Office: Caversham Bridge House, Waterman Place, Reading, Berkshire, RG1 8DN. UK T: +44 (0)118 950 0761 F: +44 (0)118 959 7498. Brett Consulting Limited is wholly owned by Peter Brett Associates LLP. Registered number: 07765026. Registered address: as above. Email is used as a convenient medium for rapid data transfer. Any contractual correspondence sent or received by email will not be held to be such unless and until it is received in writing by fax or letter. Likewise, file attachments must be treated as uncontrolled documents until issued as hard copy. This email and any files transmitted with it are confidential and may be legally privileged, and are intended solely for the use of the individual or entity to which they are addressed. If an addressing or transmission error has misdirected this email please notify the author by replying to this email and delete the email. If you are not the intended recipient you must not use or disclose, print or rely on this email. You are advised that you open any attachment at your own risk. Any OS Data attached to this email is issued in accordance with Licence No. 100021575 under condition that it is used to plot once and not retained on the recipients computer system.
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This email originates from Wiltshire Council and any files transmitted with it may contain confidential information and may be subject to Copyright or Intellectual Property rights. It is intended solely for the use of the individual or entity to whom they are addressed. If you have received this email in error please notify the sender and delete the email from your inbox. Any disclosure, reproduction, dissemination, modification and distribution of the contents of the email is strictly prohibited. Email content may be monitored by Wiltshire Council to ensure compliance with its policies and procedures. No contract is intended by this email, and any personal opinions expressed in this message are those of the sender and should not be taken as representing views of Wiltshire Council. Please note Wiltshire Council utilises anti-virus scanning software but does not warrant that any e-mail or attachments are free from viruses or other defects and accepts no liability for any losses resulting from infected e-mail transmissions. Receipt of this e-mail does not imply consent to use or provide this e-mail address to any third party for any purpose. Wiltshire Council will not request the disclosure of personal financial information by means of e-mail any such request should be confirmed in writing by contacting Wiltshire Council.
6 Land at Glenmore Farm, Westbury Transport Assessment
Appendix B Indicative Masterplan
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Land at Glenmore Farm, Westbury Transport Assessment
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Land at Glenmore Farm, Westbury Transport Assessment
Appendix C TRICS Data
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Land at Glenmore Farm, Westbury Transport Assessment
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TRICS 7.1.1 070114 B16.23 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 23/01/14 Glenmore Farm, Westbury Page 1 Peter Brett Associates Lakeside House Taunton Licence No: 706703
TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED MULTI-MODAL TOTAL PEOPLE
Selected regions and areas: 03 SOUTH WEST WL WILTSHIRE 1 days 04 EAST ANGLIA SF SUFFOLK 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days NT NOTTINGHAMSHIRE 1 days 06 WEST MIDLANDS WM WEST MIDLANDS 1 days 09 NORTH CB CUMBRIA 1 days 10 WALES CF CARDIFF 1 days 11 SCOTLAND FI FIFE 1 days
This section displays the number of survey days per TRICS® sub-region in the selected set
Filtering Stage 2 selection:
This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.
Parameter: Number of dwellings Actual Range: 82 to 196 (units: ) Range Selected by User: 75 to 225 (units: )
Public Transport Provision: Selection by: Include all surveys
Date Range: 01/01/05 to 29/05/13
This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.
Selected survey days: Monday 4 days Tuesday 1 days Wednesday 1 days Friday 2 days
This data displays the number of selected surveys by day of the week.
Selected survey types: Manual count 8 days Directional ATC Count 0 days
This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.
Selected Locations: Edge of Town 8
This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.
Selected Location Sub Categories: Residential Zone 6 Out of Town 1 No Sub Category 1 TRICS 7.1.1 070114 B16.23 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 23/01/14 Glenmore Farm, Westbury Page 2 Peter Brett Associates Lakeside House Taunton Licence No: 706703
This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category.
Filtering Stage 3 selection:
Use Class: C 3 8 days
This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.
Population within 1 mile: 5,001 to 10,000 3 days 15,001 to 20,000 4 days 20,001 to 25,000 1 days
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles: 25,001 to 50,000 1 days 50,001 to 75,000 1 days 75,001 to 100,000 1 days 100,001 to 125,000 2 days 125,001 to 250,000 2 days 250,001 to 500,000 1 days
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles: 0.6 to 1.0 4 days 1.1 to 1.5 4 days
This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.
Travel Plan: No 8 days
This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans. TRICS 7.1.1 070114 B16.23 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 23/01/14 Glenmore Farm, Westbury Page 3 Peter Brett Associates Lakeside House Taunton Licence No: 706703
LIST OF SITES relevant to selection parameters
1 CB-03-A-04 SEMI DETACHED CUMBRIA MOORCLOSE ROAD SALTERBACK WORKINGTON Edge of Town No Sub Category Total Number of dwellings: 8 2 Survey date: FRIDAY 24/04/09 Survey Type: MANUAL 2 CF-03-A-02 MIXED HOUSES CARDIFF DROPE ROAD
CARDIFF Edge of Town Residential Zone Total Number of dwellings: 1 9 6 Survey date: FRIDAY 05/10/07 Survey Type: MANUAL 3 FI-03-A-03 MIXED HOUSES FIFE WOODMILL ROAD
DUNFERMLINE Edge of Town Residential Zone Total Number of dwellings: 1 5 5 Survey date: MONDAY 30/04/07 Survey Type: MANUAL 4 LN-03-A-01 MIXED HOUSES LINCOLNSHIRE BRANT ROAD BRACEBRIDGE LINCOLN Edge of Town Residential Zone Total Number of dwellings: 1 5 0 Survey date: TUESDAY 15/05/07 Survey Type: MANUAL 5 NT-03-A-03 SEMI DETACHED NOTTINGHAMSHIRE B6018 SUTTON ROAD
KIRKBY-IN-ASHFIELD Edge of Town Residential Zone Total Number of dwellings: 1 6 6 Survey date: WEDNESDAY 28/06/06 Survey Type: MANUAL 6 SF-03-A-03 MIXED HOUSES SUFFOLK BARTON HILL FORNHAM ST MARTIN BURY ST EDMUNDS Edge of Town Out of Town Total Number of dwellings: 1 0 1 Survey date: MONDAY 15/05/06 Survey Type: MANUAL 7 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 Survey date: MONDAY 02/10/06 Survey Type: MANUAL TRICS 7.1.1 070114 B16.23 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 23/01/14 Glenmore Farm, Westbury Page 4 Peter Brett Associates Lakeside House Taunton Licence No: 706703
LIST OF SITES relevant to selection parameters (Cont.)
8 WM-03-A-03 MIXED HOUSING WEST MIDLANDS BASELEY WAY ROWLEYS GREEN COVENTRY Edge of Town Residential Zone Total Number of dwellings: 8 4 Survey date: MONDAY 24/09/07 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count.
MANUALLY DESELECTED SITES
Site Ref Reason for Deselection HI-03-A-11 Bungalows only LC-03-A-22 Bungalows only TRICS 7.1.1 070114 B16.23 (C) 2013 JMP Consultants Ltd on behalf of the TRICS Consortium Thursday 23/01/14 Glenmore Farm, Westbury Page 5 Peter Brett Associates Lakeside House Taunton Licence No: 706703
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED MULTI-MODAL TOTAL PEOPLE Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 01:00 - 02:00 02:00 - 03:00 03:00 - 04:00 04:00 - 05:00 05:00 - 06:00 06:00 - 07:00 07:00 - 08:00 8 129 0.106 8 129 0.476 8 129 0.582 08:00 - 09:00 8 129 0.198 8 129 0.821 8 129 1.019 09:00 - 10:00 8 129 0.227 8 129 0.352 8 129 0.579 10:00 - 11:00 8 129 0.199 8 129 0.286 8 129 0.485 11:00 - 12:00 8 129 0.271 8 129 0.235 8 129 0.506 12:00 - 13:00 8 129 0.299 8 129 0.244 8 129 0.543 13:00 - 14:00 8 129 0.273 8 129 0.275 8 129 0.548 14:00 - 15:00 8 129 0.279 8 129 0.282 8 129 0.561 15:00 - 16:00 8 129 0.630 8 129 0.323 8 129 0.953 16:00 - 17:00 8 129 0.574 8 129 0.358 8 129 0.932 17:00 - 18:00 8 129 0.628 8 129 0.374 8 129 1.002 18:00 - 19:00 8 129 0.426 8 129 0.390 8 129 0.816 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 4.110 4.416 8.526
This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.
To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.
Parameter summary
Trip rate parameter range selected: 82 - 196 (units: ) Survey date date range: 01/01/05 - 29/05/13 Number of weekdays (Monday-Friday): 8 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 2
This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. Land at Glenmore Farm, Westbury Transport Assessment
Appendix D Multi Modal Analysis
J:\27325 Glenmore Farm, Westbury\003_TA_TTR\Reports\Glenmore Farm TA - v3.docx
Proposed Houses - Multi Modal Trip Generation
Dwellings 154 Average Occupancy 2.44 Resident Population 376 Trips per Day 3.49 Multi Modal Trips 1312
Mode Split* Trips Walk Walk 22.4% 294 Cycle Cycle 2.3% 30 Public Transport 5.7% 75 Public Transport Car Passenger 20.9% 274 Car Passenger Car Driver 48.7% 639 Total 100% 1312 Car Driver * Modal split indicative outside of peak hours
Daily Profile Walk Cycle Public Transport Car Passener Car Driver Total People Hour In Out In Out Total In Out Total In Out Total In Out Total In Out Total In Out Total
0700-0800 2.5% 10.8% 4 16 20 0 2 2 1 4 5 3 15 18 8 35 43 16 72 88 0800-0900 4.7% 18.6% 7 27 34 1 3 4 2 7 9 6 25 31 15 60 75 31 122 153 0900-1000 5.5% 8.0% 8 12 20 1 1 2 2 3 5 8 11 19 18 26 44 37 53 90 1000-1100 4.9% 6.5% 7 10 17 1 1 2 2 2 4 7 9 16 16 21 37 33 43 76 1100-1200 6.6% 5.3% 10 8 18 1 1 2 3 2 5 9 7 16 21 17 38 44 35 79 1200-1300 7.3% 5.6% 11 8 19 1 1 2 3 2 5 10 8 18 23 18 41 48 37 85 1300-1400 6.6% 6.2% 10 9 19 1 1 2 3 2 5 9 8 17 21 20 41 44 40 84 1400-1500 6.8% 6.3% 10 9 19 1 1 2 3 2 5 9 9 18 22 20 42 45 41 86 1500-1600 15.3% 7.4% 22 11 33 2 1 3 6 3 9 21 10 31 49 24 73 100 49 149 1600-1700 13.9% 8.1% 20 12 32 2 1 3 5 3 8 19 11 30 44 26 70 90 53 143 1700-1800 15.3% 8.5% 22 12 34 2 1 3 6 3 9 21 12 33 49 27 76 100 55 155 1800-1900 10.4% 8.8% 15 13 28 2 1 3 4 3 7 14 12 26 33 28 61 68 57 125
Total 100% 100% 147 147 293 15 15 30 38 38 76 137 137 273 320 320 641 657 657 1314
Client: Figure Title Residential Development - Multi Modal Analysis
Job Title: Land at Glenmore Farm, Westbury
Date: Jan-14 Calculation Sheet: Rev: Scale: N/A LAKESIDE HOUSE, BLACKBROOK PARK AVENUE, TAUNTON, TA1 2PX TEL: (01823)445150 Fax: (01823) 445151 Drawn: Polly Hallchurch MM-1 - email: [email protected] Web: www.peterbrett.com © Peter Brett Associates LLP Checked: Alan Swan