Factory No. 1 Bedminster, Bristol

Transport Assessment

Report for

February 2018 Hydrock Ref: R/151248/10/P2 City & Country Bedminster Ltd Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10 P2)

DOCUMENT CONTROL SHEET Issued by: Hydrock Consultants Limited Over Court Barns Over Lane Almondsbury Bristol BS32 4DF

Tel: 01454 619533 Fax: 01454 614125 www.hydrock.com

Client: City & Country Bedminster Ltd

Project: Factory No. 1, Bedminster, Bristol

Document Title: Transport Assessment

Date: February 2018

Issue No.: P2

Document Production Record

Issue Purpose/Status Prepared by Checked Approved Date P1 For Planning Submission Luke Hutcheson Rory McHugh Rory McHugh 12.01.2018 P2 For Planning Submission Luke Hutcheson Rory McHugh Rory McHugh 06.02.2018

Hydrock has prepared this report in accordance with the instructions of the above named client for their sole and specific use. Any other persons who may use the information contained herein do so at their own risk.

i City & Country Bedminster Ltd Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10 P2)

CONTENTS 1.0 INTRODUCTION AND BACKGROUND ...... 4 1.1 Background ...... 4 1.2 Summary ...... 4 2.0 SITE DESCRIPTION AND EXISTING CONDITIONS ...... 5 2.1 Site Location ...... 5 2.2 Existing Site Use ...... 5 2.3 Permitted Site Use ...... 5 2.4 Local Highway Network ...... 6 2.5 Existing Vehicular Access ...... 6 2.6 Existing Local Car Parking ...... 6 2.7 Highway Safety ...... 7 2.8 Committed Development ...... 8 3.0 ACCESSIBILITY TO THE SITE BY NON-CAR MODES OF TRAVEL...... 10 3.1 Existing Local Services and Facilities ...... 10 3.2 Pedestrian Accessibility ...... 10 3.3 Cycle Accessibility ...... 11 3.4 Public Transport ...... 12 3.5 Accessibility Summary ...... 14 4.0 DEVELOPMENT PROPOSALS ...... 15 4.1 The Planning Application ...... 15 4.2 Proposed Access Strategy ...... 15 4.3 Internal Layout ...... 15 4.4 Servicing ...... 16 4.5 Parking Strategy ...... 16 4.6 Construction Traffic ...... 18 5.0 PEAK HOUR TRAFFIC GENERATION ...... 19 5.1 Preface ...... 19 5.2 Trip Generation ...... 19 6.0 TRAFFIC IMPACT ANALYSIS ...... 21 7.0 TRANSPORT POLICY CONTEXT ...... 22 8.0 SUMMARY AND CONCLUSIONS ...... 23 8.1 Summary ...... 23 8.2 Conclusions ...... 23

APPENDICES Appendix A MetroBus, Bedminster Parade – BCC Drawing reference: NFH-PA-06-244 Appendix B Local Facilities and Services Plan – Drawing reference: 151248/T01 Appendix C Indicative Walking and Cycling Distances – Drawing reference: 151248/T02 Appendix D Public Transport Timetables Appendix E Proposed Site Layout –Drawing reference: Purcell - 236160/200 Appendix F Site Access General Arrangement – Drawing reference: HYD-00-DR-C-SO-7021 Appendix G Refuse Vehicle Swept Path Analysis – Drawing reference: 151248/AT08 Appendix H Delivery Vehicle Swept Path Analysis – Drawing reference: 151248/AT01 Appendix I TRICS 7.2.1 Office Output Reports Appendix J TRICS 7.2.1 Residential Output Reports

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LIST OF TABLES Table 2.1 PIA Records 8 Table 2.2 Location of PIA Records 8 Table 3.1: Local Services and Facilities in context with the Proposed Development Site 10 Table 3.2: Bus Service Information 13 Table 4.1: Housing Breakdown 15 Table 4.2 Car Parking Requirements 17 Table 4.3 Cycle Parking Policy 18 Table 5.1: Office Trip Rate 19 Table 5.2: Residential Trip Rate 20 Table 5.3: 'Creative Cluster' Trip Rates 20 Table 6.1: Trip Generation Comparison (proposed minus existing) 21

LIST OF FIGURES Figure 2.1: Indicative Site Location 5 Figure 2.2: Extent of Highway Collision Data Review 7

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1.0 INTRODUCTION AND BACKGROUND

1.1 Background Hydrock Consultants Ltd has prepared this Transport Assessment (TA) on behalf of City & Country Bedminster Ltd in support of a revised planning application for the development proposals known as Factory No. 1 in Bedminster, Bristol. Currently the site is a mix of office and retail, with a NIA of 7,574sqm and 983sqm respectively. The office is currently vacant however 7 out of 9 retail units are occupied. In 2016 permission was granted under references 15/04726/F and 15/04731/F for the redevelopment of the site to provide a total of 247 dwellings, to be referred to from here on as the 2016 scheme. This application seeks to amend the 2016 scheme to provide an additional 24 dwellings, with a revised total of 271 dwellings in a mix of 1, 2 and 3-bedroom apartments. This TA serves to demonstrate that the minor amendments continue to be acceptable in terms of transportation, highway safety and access, and that it is compliant with relevant national and local planning policies. The TA has been prepared in accordance with industry standard best practice. It sets out the transport matters relating to the development site (existing conditions) and provides details of the development proposals including a review of accessibility and connectivity, an assessment of the traffic predicted to be generated by the development and the corresponding traffic impact on the surrounding local highway network. A Full Travel Plan (FTP) has been prepared in support of the scheme, which identifies measures and initiatives to encourage travel to and from the site by sustainable modes of travel. The FTP is submitted as a standalone document, and is based upon the FTP submitted and approved under the 2016 scheme.

1.2 Summary The preparation of this TA has been conducted in accordance with government guidance and best practice, following the position of the TA approved as part of applications 15/04726/F and 15/04731/F – the 2016 scheme.

The transport impacts of the development have been considered and appropriate mitigation measures are proposed through a series of measures/initiatives outlined in the associated Travel Plan document.

Accordingly, this TA puts forward an informed argument as to why it is considered that there would be no material highways or transportation matters that would preclude the local planning authority from approving this planning application.

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2.0 SITE DESCRIPTION AND EXISTING CONDITIONS

2.1 Site Location The site is located on the southern edge of Bristol City Centre, within Bedminster Town Centre. The A38 runs in a south westerly direction from the City Centre, passing the site’s south-east frontage where it is locally known as East Street. The pedestrianised Lombard Street borders the south-west edge of the site, where Regent House fronts the highway. An existing vehicular access is located on St Johns Road to the north of the site. The indicative site location is shown in Figure 2.1 below.

Figure 2.1: Indicative Site Location

2.2 Existing Site Use The site can be broken down into three elements. Regent House is the largest, with a NIA of 5,178sqm, and is currently vacant office space, formerly occupied by Lloyds TSB Bank Plc. Consort House is also currently vacant office space, totalling 2,396sqm. Imperial Arcade is made up of nine retail units, totalling 983sqm. A car park is formed to the rear of the site with space for 197 cars. Part of the site is separated from the main site by Lombard Street. This part of the site was formerly used as vehicle parking.

2.3 Permitted Site Use Applications 15/04726/F and 15/04731/F were made during 2015 and approved in 2016. Together they formed redevelopment proposals for 247 dwellings. Given the large reduction in trips

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resulting from the change of use from office to residential, these applications were approved with no highways objections. This forms a material consideration in the current planning application.

2.4 Local Highway Network A38 – East Street/Bedminster Parade - The A38 runs in a south westerly direction from the City Centre, passing the sites south east frontage where it is locally known as East Street. To the south of the site the A38 follows a bend in the road and becomes Dalby Street. At this point East Street continues straight ahead and becomes pedestrianised. To the north west of the site it is known as Bedminster Parade. East Street - From the A38 to the B3120, East Street becomes a Pedestrian Zone between 7am and 7pm, except for buses and loading by lorry. This 350m section makes up a key retail area within Bedminster Town Centre. Lombard Street - This borders the south west edge of the site, where Regent House fronts the highway. The southern section of Lombard Street is pedestrianised with bollards and full height kerbs. There are currently a number of trees, benches and cycle stands. To the north of the pedestrianised section of Lombard Street the road becomes open to traffic and either turns west and is known as Catherine Mead Street or continues straight for a further 40m as Lombard Street before turning north and becoming St Johns Road.

Strategic Road Network The M32 motorway provides a link from the city to the north of Bristol and the M4 motorway. The M32 is located approximately 3km north of the application site. The M4 motorway can be accessed via the M32 via Junction 20, and is aligned east to west providing for journeys to London and Wales. J19 of the M4 is located approximately 9.5km north of the application site. The M5 motorway can be accessed at J19 (Gordano) approximately 9km west of the application site. The M5 is aligned north to south and provides for journeys to the North and the Southwest.

2.5 Existing Vehicular Access The existing vehicular access has a wide bell-mouth on the northern side of the site, leading to gates set back approximately 10m from the give way line. This provides access to the parking courtyard with 197 spaces and the rear of the retail units for servicing.

2.6 Existing Local Car Parking

On-street car parking Given the town centre nature, the local streets have limited on-street parking which is made up of bays restricted to 1 hour stays between 8am and 6pm, Monday to Saturday. Residents’ parking schemes (RPS) have been implemented in the vicinity of the site, with Southville becoming operational in November 2015 to the east of the site and Bedminster East surrounding the site becoming operational in October 2015. It is understood that residents of Factory No. 1 will not be eligible for permits. Given the level of car parking spaces on-site and the

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highly sustainable nature of the area, there is not expected to be a demand for permits and so this does not pose an issue. Furthermore, the introduction of the RPS is viewed as a positive factor with regards to the development, as it will remove local residents concern of potential for overspill car parking from the development impacting on local roads.

Car parks Due to the central location of the site, there are a number of public car parks located in close proximity to the site. An NCP surface level car park is located on the A38 Dalby Avenue to the south of the site. The car park has a capacity of 170 spaces and is open Monday to Saturday. To the south of the site and accessed from Hereford Street, surface car parking is available for 52 vehicles operated by BCC. The car park is open 24 hours a day, seven days a week. A third surface car park is located off Little Paradise to the south west of the site. The car park has space for 56 vehicles and is open 24 hours a day, seven days a week.

2.7 Highway Safety The latest available three-year personal injury accident (PIA) collision data has reviewed. The three-year period runs from 1 January 2014 to 31st December 2016. The extent covers the following areas: the junction of St Johns Road and Coronation Road to the junction of Catherine Mead Street and Dean Lane via Lombard Street; East Street between Warden Road and Bedminster Parade; and a section of Dalby Avenue opposite Lombard Street. The extent is shown in Figure 2.2 below.

Figure 2.2: Extent of Highway Collision Data Review In total there were six PIA records in the study area, all of which were classified as slight in nature.

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Table 2.1 below shows the number of Personal Injury Accidents that occurred within the analysis period. Table 2.1 PIA Records

Slight Serious Fatal Total 2014 4 0 0 4 2015 0 0 0 0 2016 2 0 0 2 Total 6 0 0 6

Table 2.2 below shows a summary of the PIA records in the study area over the analysis period. Table 2.2 Location of PIA Records

Road/Location Description St Johns Road An accident involving a car and a motor cycle Two accidents at this junction were recorded. The first involved a cycle and car, with the Dean collision taking placing during the turning movement from Catherine Mead Street. The Lane/Catherine second was a nose to tail collision between two cars on the northern Dean Lane arm of the Mead Street junction. East Street Two accidents took place on the high street section of East Street. The first involved a cycle (restricted and a car. The second involved two cars in a nose to tail collision. traffic) East Street An accident involving a car and a cycle, with unidentified priority.

No trends or accident clusters have been observed, and it is considered that there are no existing highway defects that would be exacerbated by the development proposals. This review follows the overlapping review period of May 2012-April 2015 undertaken as part of the 2016 scheme, which reached the same conclusions and was agreed by BCC.

2.8 Committed Development The following two committed development schemes are considered to be relevant to the application: MetroBus – Public transport provision on Bedminster Parade is due to be upgraded as part of the MetroBus scheme. The BCC drawing included as Appendix A shows the current plans for the upgrades in this location. This is likely to have a large positive effect on the sustainable transport options within the area, linking it to a high-quality bus rapid transit system. St Catherine’s Place – A hybrid application for a mixed-use development comprising two phases approximately 200m south of the site; Phase 1 (Full) 45 resident dwellings and 401sqm of flexible commercial space (uses A1-A5, B1 and D1) and Phase 2 (Out) 143 dwellings and 401sqm of flexible commercial space (uses A1-A5, B1 and D1). It was granted permission under BCC Reference 13/05616/P. The consented St Catherine’s Place development is just one phase of a much larger regeneration scheme. The wider scheme is expected to come forward however as yet it does not have any planning status and is not considered as a ‘committed development’. These developments will increase the local offering in the area, accommodating an increased number of residents and generating a higher visitor footfall arising from improved retail offerings.

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It is therefore deemed together these developments will prove beneficial in terms of creating a sustainable neighbourhood.

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3.0 ACCESSIBILITY TO THE SITE BY NON-CAR MODES OF TRAVEL

3.1 Existing Local Services and Facilities Manual for Streets (paragraph 4.4.1) states that ‘walkable neighbourhoods’ are typically characterised by having a range of facilities within 10 minutes (up to 800m) walking distance of residential areas which residents may access comfortably on foot. The now expired PPG13 – Transport (paragraph 74) stated that walking offers the greatest potential to replace short car trips, particularly for journeys under 2km. Whilst PPG13 has been superseded by the National Planning Policy Framework (NPPF), the NPPF contains no guidance on walking or cycling distances and therefore reference to PPG13 is still considered appropriate in this regard. The distances to a range of services and facilities (taken from the centre of the site and provided as actual walking distances), as outlined below, are within the recommended distance that Manual for Streets states is ‘walkable’, and well within the 2km distance that PPG13 indicated has the potential for walking to replace short car trips:

Table 3.1: Local Services and Facilities in context with the Proposed Development Site

Distance Approximate journey Approximate journey Facilities from site time on foot(1) time by bicycle(2) Bus Stops (Catherine Mead 50m <1 minute <1 minute Street) Bus Stops (Bedminster Public 50m <1 minute <1 minute Parade) Transport Train Station (Bedminster) 400m 5 minutes 1 minute Train Station (Bristol Temple 1400m 18 minutes 4 minutes Meads) Holy Cross RC Primary 400m 5 minutes 1 minute School St Mary Redcliffe Primary Schools 550m 7 minutes 2 minutes School St Mary Redcliffe & Temple 850m 11 minutes 3 minutes CE VA Secondary School Bedminster Town Centre 100m 1 minute <1 minute Bristol City Centre (the Retail 1600m 20 minutes 5 minutes Fountains) ASDA Superstore 300m 4 minutes 1 minute 1 Based on walking speed of 80m/minute, taken from ‘Providing for Journeys on Foot’, IHT 2 Based on cycling speed of 320m/minute (19.2kph), taken from Cycling England Design Guide A plan of the local services and facilities is included as Appendix B (drawing reference 151248/T01). Indicative walking and cycling distances are included on the plan in Appendix C (drawing reference 151248/T02).

3.2 Pedestrian Accessibility The site is in a central location, with a high level of pedestrian movements observed to travel past the site currently. As a result, there are currently high quality shared and segregated footway/cycleway routes with clear markings and signing throughout the local area, with tactile paving/dropped kerbing provided to assist visually and mobility impaired users where required.

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Further improvements are planned as part of the MetroBus scheme to improve the urban realm around the Bedminster Parade bus stops. The 2011 Travel to work modal split census data also provides an indication of the level of provision and accessibility for pedestrians. The Bristol 039E super output area (lower level) makes up the Southville ward, in which the site is located. This area reported that 47.4% of residents’ travel to work on foot, more than four times the national figure of 10.7% and more than double the Bristol City figure of 19.3%. This gives a clear indication that walking is a popular mode that is currently adequately accommodated. In addition to the above destination points, the site layout has been designed with the pedestrian in mind, allowing high permeability throughout the site for access to all areas. There are no public rights of way in the immediate vicinity of the site and it is not expected that those further away will be affected by the development proposals.

3.3 Cycle Accessibility PPG13 (paragraph 77) states that cycling has the potential for substituting short car trips, particularly those under 5km. Factory No.1 is located centrally so that the whole of the city Centre falls within a 2km distance, as shown in Appendix C. In 2008 Bristol was chosen as England’s first cycling city, with funding being awarded by the DfT to improve and introduce cycling facilities to encourage cycling in the city. Across the city, new on-road cycle lanes, traffic-free routes, parking stands and ‘soft measures’ have been introduced which has seen cycling levels double between the 2001 and 2011 Censuses. A high number of cycle routes and facilities exist in the immediate vicinity of the site. These include: Malago Greenway – a largely off-road route that links central Bristol with Imperial Trade Park in Hengrove, passing close to the site at the end of Catherine Mead Street. Sustrans National Cycle Route 33 (NCN33) can be accessed via the Malago Greenway on Spike Island. NCN33 is a long-distance route starting in Bristol and crossing Somerset and Devon to reach the English Channel in Seaton. In the context of the site, NCN33 provides cyclists with a facility to travel to the south east of Bristol. Sustrans National Cycle Route 3 (NCN3) can be accessed in Queens Square 800m north of the site via the Malago Greenway. NCN3 is a long-distance route connecting Bristol and Cornwall, and much of the route is traffic free. In the context of the site, NCN3 provides cyclists with a facility to travel to the south of Bristol. Sustrans National Cycle Route 4 (NCN4) can be accessed in Queens Square 800m north of the site via the Malago Greenway. NCN4 is a long-distance route between London and Fishguard and passes through Bristol and Bath. Much of the route is traffic free, and provides cyclists with a facility to travel to the east of Bristol or Bath, and to the north of Bristol. Sustrans National Cycle Route 41 (NCN41) can be accessed 2km west of the site via NCN33, located adjacent to Cumberland Road. NCN41 is a traffic free long-distance route that connects Bristol, Gloucester, Stratford-upon-Avon and Rugby. In the context of the site, the route provides for journeys to the west of Bristol and connects with Portishead.

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A number of other traffic free cycle routes are in close proximity to the site, including Wapping Wharf Railway Path Route, Canons Marsh (Floating Harbour), Portway Cycle path, Seaside Promenade, Queens Square, to name a few. Together these provide a high-quality network from the site across the city and beyond, and cycling is therefore considered a very attractive and realistic option for residents of and visitors to the development.

3.4 Public Transport

MetroBus BCC has been successful in developing a number of major transport schemes in the region. In the immediate vicinity of the site are the two MetroBus services; which run between the North Fringe and Hengrove (M1), Ashton Vale and Temple Meads (M2), and Emersons Green to city centre (M3). These routes are largely constructed and a due to open in 2018. The MetroBus services offer high capacity public transport that uses a combination of segregated busways and bus lanes to give priority to a fleet of modern buses. The service can therefore offer reduced journey times and increased reliability and is expected to transform public transport across the West of England. The delivery of MetroBus will represent a significant improvement to the sustainable travel options for the residents and visitors of the site. M3 runs along East Street, stopping at Bedminster Parade. The route is expected to be operational in 2018, which will allow residents to start using the services as soon as they take occupancy allowing sustainable transport habits to be formed from the start of occupation. The scheme will connect areas close to the development site in the City Centre, including Broadmead, Cabot Circus and Temple Meads, to Hengrove in the south, and to major employment and retail centres including Aztec West, UWE and Cribbs Causeway to the north. A plan showing the proposed works to the bus interchange on Bedminster Parade is attached as Appendix A.

Bus The bus stops nearest to the site are located approximately 50m west from the centre of the site on Catherine Mead Street, served by the 24. This provides a local service between Long Ashton and Southmead Hospital. A well served Bus Interchange is located on Bedminster Parade, approximately 200m from the centre of the site. As part of MetroBus these stops are to be upgraded. Currently the stops are served by the 75 and 76 which are high frequency services that run along the showcase bus route between Hengrove Park and Cribbs Causeway. The A1 service also uses the stop, offering frequent connections to Bristol Bus station and Bristol Airport. Further details of these services are provided in Table 3.2 below. The bus timetables are provided in Appendix D.

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Table 3.2: Bus Service Information Service Destination Times of Operation Peak Frequency Number Mon - Fri 06:34-23:51 10 mins Southmead Hospital - Ashton Vale Saturday 06:40-23:51 12 mins Sunday 08:26-23:51 20 mins 24 Mon - Fri 05:54-23:21 10 mins Ashton Vale - Southmead Hospital Saturday 06:13-23:21 12 mins Sunday 07:59-23:21 20 mins Mon - Fri 05:08-04:08 10 mins Hengrove – Cribbs Causeway Saturday 05:08-04:08 10 mins Sunday 05:08-04:08 30 mins 75 Mon - Fri 05:00 – 04:00 10 mins Cribbs Causeway – Hengrove Saturday 05:00 – 04:00 10 mins Sunday 05:00 – 04:00 30 mins Mon - Fri 04:38 – 03:38 10 mins Hengrove – Cribbs Causeway Saturday 04:38 – 03:38 10 mins Sunday 04:38 – 03:38 30 mins 76 Mon - Fri 05:28 – 04:30 10 mins Cribbs Causeway – Hengrove Saturday 06:22 – 04:30 10 mins Sunday 05:24 – 04:30 30 mins Mon - Fri 05:41 – 23:39 10 mins Hengrove Depot - Broadmead Saturday 06:00 – 23:39 12 mins Sunday 07:13 – 23:09 30 mins 90 Mon - Fri 06:07 – 00:11 10 mins Broadmead - Hengrove Depot Saturday 06:25 – 00:11 12 mins Sunday 07:39 – 23:41 30 mins Mon - Fri 05:01 – 04:31 10 mins A1 Bristol Airport – Bristol City Centre Saturday 05:01 – 04:31 10 mins Sunday 05:01 – 04:31 15 mins Additional services include: • 52 Old Market – Hengrove Park; • 121 Bristol Centre – Bristol Airport – Langford – Weston-super-Mare; • 511 Bedminster – Knowle – Hengrove; • 512 Bedminster – Totterdown – Bedminster – Bristol Centre – Bedminster; and • 672 Chew Valley – Bristol.

Rail Bedminster Railway Station is located 400m by foot to the south of the site. It provides access to an hourly local rail service between Bristol Parkway and Weston-super-Mare, including Bristol Temple Meads. Bristol Temple Meads is approximately 2km to the north east of the site (accessible by foot, cycle, and bus therefore, in addition to train), and is the major rail hub for the South West. Direct trains include Cross Country’s services to Birmingham and Exeter and First Great Western services to Cardiff and Paddington.

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3.5 Accessibility Summary Due to the site being centrally located, it is considered that residents will be able to benefit from the diverse range of both motorised and non-motorised sustainable travel options that are already available, and are already set to improve as the city continues to develop.

The site has a high level of pedestrian permeability within Bristol, and will offer great potential for commuting trips to be made on foot. Similarly, the generous provision of cycle routes and high- quality cycling infrastructure that has developed as part of Bristol’s recognition as England’s first cycling city, will provide opportunities for trips to be made by cycling, both commuting and leisure based.

There are a number of bus services and facilities located within walking/cycling distance of the development site. High frequency bus services will encourage an uptake of bus use by residents from the outset.

With the arrival of MetroBus future residents will have access to a high quality rapid public transport system, providing direct routes to key destinations quickly, comfortably and sustainably.

Consequently, it is considered that there are ample opportunities for residents of the proposed development to be able to travel by sustainable modes of transport.

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4.0 DEVELOPMENT PROPOSALS

4.1 The Planning Application This Transport Assessment has been prepared in support of a revised application for the redevelopment of the application site to provide 271 dwellings. This application follows the 2016 scheme (approval granted under 15/04726/F and 15/04731/F), which together approved the provision of a total of 247 dwellings. A breakdown by bedrooms is provided in Table 4.1 below: Table 4.1: Housing Breakdown No. of Bedrooms per dwelling 271 Dwelling Scheme 1 Bedroom 97 2 Bedrooms 165 3 Bedrooms 9 Total 271 The ground floor of Regent house will retain 525sqm GIA of office space and the ground floor of consort house will provide 27sqm GIA of retail in addition to retaining its existing provision. The development also includes four dwellings that are separated from the main site by Lombard Street. These are included in the dwelling totals above. These dwellings have their own shared pedestrian access point onto Lombard Street which also provides access to cycle parking and share the use of the main car park. On the ground floor, below these dwellings, will be two retail units comprising 320sqm floor space. The proposed site layout plans are included as Appendix E.

4.2 Proposed Access Strategy

Vehicular Access The site will have a single point of vehicular access from the highway leading to its car park. This access will be located in the existing position of the current access from St John’s Road, with minor amendments to the existing radii to ensure its safe operation. Following GA approved under the 2016 scheme, the detailed design of this junction is provided Appendix F. Swept path analysis, using the profile of a large refuse vehicle, has also been undertaken to demonstrate the appropriateness of the access arrangement. This can be seen on drawing reference 151248/AT08 included as Appendix G. It should be noted that 151248/AT08 is for tracking purposes only, and that minor amendments to the base outline have not been updated from the 2016 scheme. The tracking constraints used remain appropriate.

Pedestrian and Cycle Access Pedestrian access points will be located off St John’s Road, Lombard Street and East Street to ensure the site is well integrated into the local pedestrian network.

4.3 Internal Layout The internal car park design has been developed in accordance with the principles set out in the Manual for Streets. The alignment of the proposed internal road will ensure that vehicle speeds

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do not exceed 20mph, thus providing a safe environment for pedestrians, cyclists and other vehicles. The internal roads have been designed to accommodate the needs of delivery and servicing vehicles and vehicle swept path analysis has been undertaken which demonstrates the suitability for these vehicles to access and egress the site in a forward gear. This is shown on drawings 151248/AT08 and 151248/AT01, included as Appendix G and Appendix H. As above, it should be noted that 151248/AT08 is for tracking purposes only, and that minor amendments to the base outline have not been updated from the 2016 scheme. The tracking constraints used remain appropriate.

4.4 Servicing A Servicing Management Strategy will be in place to ensure safe servicing, including both retail deliveries and the collection of waste and recycling. Where required the strategy will dictate the central collection/distribution points if they would otherwise be beyond the turning areas. Delivery vehicles will enter the site and perform a turn as shown on 151248/AT01 (Appendix H). This will allow easy access to delivery vehicles for the retail units, with good transported a short distance from the turning area to the rear of the stores. As shown in Appendix E, refuse storage points are located in a number of discreet locations throughout the site in order to minimise the distance residents will be required to carry their waste. The refuse vehicle will be able to turn in the location shown on 151248/AT08 (Appendix G), where upon completing the turn its rear end will match up with the collection point with no more reversing required. The Servicing Management Strategy will dictate that a management company for the residential development will be responsible for moving the bins on collection day from each of the storage areas to the collection area.

4.5 Parking Strategy Bristol City Council’s parking standards are contained within Appendix 2 of the Site Allocations and Development Management Policies document, adopted July 2014.

Car Parking Provision The car parking standards for residential developments can be seen below in Table 4.2.

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Table 4.2 Car Parking Requirements Standards: Bristol City Council’s Site Allocation and Development Management Policies Note: Maximum Standards

One bed house/flat: one space per dwelling Two bed house/flat: 1.25 spaces per dwelling Three or more bed house/flat: an average of 1.5 spaces per dwelling

For schemes where ten or more car parking spaces are proposed, one electric vehicle charging point should be provided for every five spaces. For individual dwellings with a driveway or garage, passive provision of an electric vehicle charging point should be made so that a charging point can be added in the future. This could take the form of a 13 amp socket within a garage for example.

Disabled people: From a threshold of 10 dwellings (where parking is communal) – 5% of the parking standard to be provided in addition – minimum of one space

Parking spaces should have the minimum dimensions of 4.8m by 2.4m for perpendicular bays or 2.4m by 6.6m for parallel spaces. The maximum number of car parking spaces is therefore 333 spaces, including 5% provision for disabled people. As 130 car parking spaces (of which 5% are disabled spaces) have been provided this is deemed to be policy compliant. This is also a reduction on the current level of parking, which is 197. This reduction is in line with Bristol City Council’s sustainability aims as described in BCS10 and confirmed by the pre-application response to the 2016 applications, which stated that a car-free development would be acceptable. In line with the parking standards, 5% of the total parking spaces to be provided will be disabled bays, and 20% will have electric vehicle charging points. The car parking at the application site will therefore be provided in accordance with the standards contained within the documents identified above.

Cycle Parking Provision Safe & secure cycle parking facilities will be considered as an integral part of the scheme, located as close as possible to dwellings, and positioned so that they do not obstruct walls and access ways. The residential cycle parking at the application site will therefore be provided in accordance with the standards contained within the relevant policies identified above and can be seen below in Table 4.3.

17 City & Country Bedminster Ltd Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10 P2)

Table 4.3 Cycle Parking Policy Standards: Bristol City Council’s Site Allocation and Development Management Policies Proposals should demonstrate how sufficient and appropriate storage space will be provided to meet the following standard: Studio or 1 bedroom dwellings: 1 space per dwelling 2 or 3 bedroom dwellings: 2 spaces per dwelling 4 or more bedroom dwellings: 3 spaces per dwelling Visitors: From a threshold of 10 dwellings – one space per 10 units (minimum of two spaces) Based on these standards the scheme requires a minimum of 445 cycle parking spaces for residents and 27 for visitors – a total minimum of 472 spaces. A total of 481 cycle parking spaces will be provided, of which 27 will be for visitors. All stands will be located in secure and covered areas distributed at various points across the site, as shown on in Appendix E.

Motorcycle Parking Bristol City Council’s Site Allocation and Development Management Policies state that: Provision for Motorcycles Motorcycles are a distinctive mode of travel throughout the city. For all developments provision should be made for motorcycle parking spaces equal to 5% of the car parking standard. Space should conform with the standard dimension and security requirements. Developments making specific provision for motorcycles should have regard to the need for security and incorporate appropriate proprietary anti-theft or tampering measures. 1 motorcycle space = 2.5m by 1.5m

Motorcycle parking conforming to the standard space dimensions will be accommodated within the car park layout. This is made up of a dedicated area to accommodate seven motorcycles.

4.6 Construction Traffic The purpose of a CTMP is to identify appropriate measures to reduce any interruption and / or delay to existing vehicle traffic so as to ensure that the impacts of construction traffic in the vicinity of the site and on the surrounding highway network are kept to a minimum. A detailed Construction Traffic Management Plan (CTMP) has been submitted to and approved by the authorities as part of the discharge of condition 7 of the 2016 consent. The approved CTMP is still considered appropriate and will continue for the current proposals.

18 City & Country Bedminster Ltd Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10 P2)

5.0 PEAK HOUR TRAFFIC GENERATION

5.1 Preface This section identifies the likely vehicular impact of the development proposal upon the local highway network, offsetting the existing lawful office use against the proposed residential use. A comparison has also been drawn against the recently approved residential development proposal. The typical peak network hours of 08:00-09:00 and 17:00-18:00 for the AM and PM respectively have been assessed, assuming full occupation.

5.2 Trip Generation

Existing Office Use The office is currently vacant and so the potential trip rates have been formulated using The Trip Rate Information Computer System (TRICS) version 7.2.1. The TRICS database is an industry accepted tool for predicting the likely number of trips from a proposed development by comparing the site with existing developments of a similar size and characteristic within the UK. The TRICS category ‘02A – Employment, Office’ has been selected as appropriate for generating a robust trip rate. Furthermore, the database has been filtered in order to achieve the most representative sites. This includes the removal of sites in London and Ireland from the database, and the selection of ‘Town Centre’ and ‘Edge of Town Centre’ within the location type category. The search was also limited to sites between 5,000 and 10,000sqm. Table 5.1 below shows the trip rates obtained from TRICS for the existing office use of 7,574sqm. These trip rates were agreed with BCC as part of the applications granted permission in 2016.

Table 5.1: Office Trip Rate

Trip rate for 100sqm Trip Generation for 7,574sqm Time Arrivals Departures Total Arrivals Departures Total 08:00-09:00 1.539 0.249 1.788 117 19 135 17:00-18:00 0.193 1.319 1.512 15 100 115 Daily 5.211 4.956 10.167 395 375 770 The TRICS output reports for this selection can be found in Appendix I. It should be noted that the above analysis is considered robust because, on further inspection, the car parking provision for those sites included within the site selection provide far fewer car parking spaces than Regent House currently accommodates. Trip rates for those sites are therefore likely to be less than Regent House would have generated in practice.

Proposed Trip Generation

Proposed Residential A second TRICS assessment has been undertaken to determine the trips associated with the residential proposals. The TRICS category ‘03C – Residential, Flats Privately Owned’ has been selected as appropriate for generating a robust trip rate. Furthermore, the database has been filtered in order to achieve

19 City & Country Bedminster Ltd Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10 P2)

the most representative sites. This includes the removal of sites in London and Ireland from the database, and the selection of ‘Town Centre’ and ‘Edge of Town Centre’ within the location type category. The trip rates associated with the proposed number of units are provided in Table 5.2. These trip rates were agreed with BCC as part of the applications granted permission in 2016.

Table 5.2: Residential Trip Rate

Trip Generation for Core Scheme - 271 Trip rate per dwelling Time dwellings Arrivals Departures Total Arrivals Departures Total 08:00-09:00 0.059 0.169 0.228 16 46 62 17:00-18:00 0.143 0.08 0.223 39 22 60 Daily 0.932 0.997 1.929 253 270 523 The residential TRICS output reports are included as Appendix J.

Proposed Creative Cluster – retained office space As part of the Core Scheme, 525sqm GIA of office space will be retained at ground floor in Regen House for use as a ‘creative cluster’ of workspaces. Table 5.3 Below shows the potential trip generation of this element, based on the office trip rates use for the sites existing use.

Table 5.3: 'Creative Cluster' Trip Rates

Trip rate for 100sqm Trip Generation for 525sqm Time Arrivals Departures Total Arrivals Departures Total 08:00-09:00 1.539 0.249 1.788 8 1 9 17:00-18:00 0.193 1.319 1.512 1 7 8 Daily 5.211 4.956 10.167 27 26 53 This demonstrates that the retained office use will have a negligible impact on the development, but will be included within the total development trip generation for robustness.

20 City & Country Bedminster Ltd Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10 P2)

6.0 TRAFFIC IMPACT ANALYSIS

A comparison of the respective trip generation analysis (proposed minus existing trip generation) is provided in Table 6.1.

Table 6.1: Trip Generation Comparison (proposed minus existing)

Trip Generation Comparison (Proposed minus office) Time Arrivals Departures Total 08:00-09:00 -92 28 -64 17:00-18:00 25 -71 -46 Daily -115 -79 -194 This trip generation analysis shows that overall the change in use will result in a large reduction in the number of car trips on the local highway network. Within the overall decrease is a change in the main direction of flow, which results in a slight increase in AM departures and PM arrivals. However, this will be outweighed by the large reduction in daily trips, and total trips for each peak hour. It is therefore considered that the trip generation of the development will have a positive impact on the local highway network in trip generation and capacity terms, when compared with the existing site in its current use as an office. Having examined these trip generation figures and the likely route options the view has been formed that further detailed capacity analysis and route assignment will be unnecessary.

21 City & Country Bedminster Ltd Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10 P2)

7.0 TRANSPORT POLICY CONTEXT

New Developments should accord with national and local transport policies and government advice. Therefore, this section identifies the transport and highway policies and guidance that are relevant in this case, namely:

National Policy • National Planning Policy Framework (2012)

Local Policy • The Bristol Local Plan - Core Strategy (2011) • The Bristol Local Plan- Site Allocations and Development Management Policies (2014)

Additional Guidance • Manual for Streets (2007) • Manual for Streets 2 (2010)

22 City & Country Bedminster Ltd Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10 P2)

8.0 SUMMARY AND CONCLUSIONS

8.1 Summary Hydrock Consultants Ltd has prepared this Transport Assessment (TA) on behalf of City & Country Bedminster Ltd in support of a revised planning application for the development proposals known as Factory No. 1 in Bedminster, Bristol. Permission is sought for 271 dwellings, following the 2016 scheme for 247 dwellings being approved under reference 15/04726/F and 15/04731/F. This TA has been produced to provide the necessary information for the local authority to consider the merits of the development in terms of accessibility, highway safety and the impact of the development traffic on the local highway network. The TA is supported by an Interim Residential Travel Plan which is submitted as a separate document.

8.2 Conclusions In reviewing the details of the accident data, it is considered that there are no over-riding safety issues, particularly in the vicinity of the site, that would be exacerbated by the proposed development. The site is considered to be in a highly sustainable location, as confirmed by BCC’s previous pre- application advice. The reduced provision of car parking is considered to be in line with BCC Policy and the previous pre-application advice. This is expected to lead to a reduction in vehicular traffic on the local highway network, which is backed up by the trip rates taken from the TRICS database, which show a marked reduction in both daily and peak trips when compared with the extant use. In the context of both the site’s previous use as an office and its consented use for residential dwellings it is therefore considered that the development will not have a ‘severe’ impact upon local highway network. To summarise, in light of the assessment work and analysis within the TA, it is considered that the development would not have a material detrimental impact upon the operation and functioning of the local highway network, and in terms of accessibility, the application site is situated in a location that would give rise to residents and visitors being able to walk, cycle and use public transport to travel to and from the site. Consequently, it is considered that there are no significant highways and transportation matters that should preclude the Local Planning Authority from approving this planning application.

Hydrock Consultants Ltd

23 City & Country Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10)

APPENDIX A

MetroBus, Bedminster Parade

BCC DRAWING

APPENDIX A © Crown copyright and database rights Ordnance Survey 100023406. N This map has been provided for this drawing and must not be used for any other purpose. Only one paper copy may be made for your own use.

Notes: High quality paving material including use of natural 1. All dimensions are in metres unless noted otherwise. stone 600/450 size 2. This drawing should not be scaled and only written dimensions should be used. Any discrepancies 6 NO. Sheffield style cycle stands should be brought to the attention of this department 6 hoops set 1.9 back from kerb immediately. edge 9 NO. Sheffield style cycle stands 2 litter bins ASDA remove 1 NO. centreline 2 NO. Tree pit and tree to Approximate line of surface change GENERAL ARRANGEMENT KEY Legible city seat black 1.8m Safe Haven to be Install power point SD 04-019 C 1.2m from sign relocate laid in accordance with ASDA kerb edge Relay previously set aside Standard Detail Improved crossing point with 2 NO. Broxap standard black PCC block pavers as pedestrian refuge Standard Detail SD01-004-B 12-Bay Metro Bus shelter planters with gold detailing; CUT-LINE Bin remove as agreed with public 2 NO: David Ogilvie bench 600x600x63 Bar faced PCC 2 post box transport team standard black 1.8m; IB Bus Stop Slab relocate 4 no. Sheffield style cycle stands Bin remove 60 'Marshals' pennant grey Tegular paviors in random IB F-P pattern

200x100x65 Clay Block

LANE Paver (Blue) BUS

12 Bay Shelter 180 Guided 'Charcon' Bus Kerb Scoutmoor York Stone

LANE BUS Buff-coloured 200x133x65 PCC Tactile block paving as Standard Detail SD03-005 Buff-coloured 200x133x65 PCC Tactile block paving as Standard Detail SD03-005 Bedminster Parade Concrete RC40 with A252 diag. no (width) White Road Markings

CUT-LINE diag. no (width) Primrose Road Markings Relocate CCTV Buff-Coloured anti-skid Existing crossing 1 NO. Tree pit and tree to Grey coloured anti-skid to remain SD 04-019 C Grey-Coloured anti-skid Buff coloured anti-skid treatment on carriageway (to replace CCTV) Buff coloured anti-skid Philip Street treatment on carriageway treatment on carriageway Red-Coloured anti-skid

Bus Stop cage resurfaced with concrete slabs

0 5 10

Meters

OUTLINE OF TREE CANOPY

N

Existing on street parking retained

Rev By Chkd Apprvd Date Description Retain stone flags Client

CUT-LINE LANE BUS BRISTOL ENGINEERING PRACTICE Brunel House, St Georges Road, Bristol BS1 5UY Tel: 0117 9222000 Fax: 0117 9223765

E-mail: [email protected] 8 Bay Shelter Bay 8 Project BUS NORTH FRINGE TO LANE HENGROVE METRO BUS

F-P Bus Stop cage resurfaced with concrete slabs 3 NO. Tree pit and tree to Drawing Diag. 1048 SD 04-019 C on central island 8-Bay Metro Bus shelter as agreed Bedminster Parade with public transport team CUT-LINE Car parking provision retained General Arrangement

Safe Haven to be laid in accordance with standard detail Drawn by:AG Date:23/05/2016 3 NO. Sheffield style cycle stands Checked by:JG Date:27/05/2016 S:\TRAFFIC\EngCon\PROJECTS\DT_DETL\DH0249-2009 BRT Line 3 Centre\Construction\10 Bedminster Parade\XREFS\Planning application drawings\ DH0249-10-C01 General Arrangement PLANNING APPLICATION.dwg S:\TRAFFIC\EngCon\PROJECTS\DT_DETL\DH0249-2009 BRT Line 3 Centre\Construction\10 Bedminster Parade\XREFS\Planning application drawings\ brho3ag : 13 Jun 2016 - 2:29 pm Approved by:JG Date:27/05/2016 : : : Drawing No. Revision DH0249-10-C01 02 0 5 10

Meters Drawing Scale: 1:250 at A1 Xreference file path Drawing file path & name User and Plot Date City & Country Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10)

APPENDIX B

Local Facilities and Services Plan

DRAWINF REF: 151248/T01

APPENDIX B NOTE OS NORTH APPLICATION AREA BASED UPON DRAWING TITLED PROPOSED LEVEL 00, MASTERPLAN, SUPPLEMENTARY SCHEME DRAWING NUMBER 236160 DRAWING DATE 26/05/2015 PRODUCED BY PURCELL KEY APPLICATION SITE BRISTOL TEMPLE MEADS RETAIL / TOURIST ATTRACTIONS AREA RAILWAY STATION INDUSTRIAL AREA RECREATIONAL AREA

EDUCATION LOCATIONS HEALTHCARE LOCATIONS

BUS STOP LOCATIONS

FOOTBRIDGE LOCATION

INDICATIVE 400m WALKING DISTANCE INDICATIVE 800m WALKING DISTANCE INDICATIVE 1200m WALKING DISTANCE INDICATIVE 1600m WALKING DISTANCE

A 31/07/15 APPLICATION BOUNDARY AMENDED AJT RMc

Rev Date Description By Ckd

Over Court Barns, Over Lane, Almondsbury, Bristol, BS32 4DF. TEL: 01454 619 533 FAX: 01454 614 125 or visit www.hydrock.com This drawing is the copyright of Hydrock Ltd. No liability will be accepted for any amendments to this drawing either printed or digital by parties other than Hydrock. BEDMINSTER Client: RAILWAY STATION

Project: FACTORY NO. 1 BEDMINSTER, BRISTOL Project Number: C151248 Drawing Title: LOCAL SERVICES AND FACILITIES PLAN

Drawn: Checked: Scale @ A3: Drawn Date: First Issue: AJT LH NTS 13/05/2015 07/07/2015

PARSON STREET Drawing Status. INFORMATION RAILWAY STATION Drawing No. 151248/T01 Revision A City & Country Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10)

APPENDIX C

Indicative Walking and Cycling Distances

DRAWING REF: 151248/T02

APPENDIX C NOTE OS NORTH APPLICATION AREA BASED UPON DRAWING TITLED PROPOSED LEVEL 00, MASTERPLAN, SUPPLEMENTARY SCHEME DRAWING NUMBER 236160 DRAWING DATE 26/05/2015 PRODUCED BY PURCELL

KEY APPLICATION SITE INDICATIVE 400m WALKING DISTANCE INDICATIVE 800m WALKING DISTANCE INDICATIVE 1200m WALKING DISTANCE INDICATIVE 1600m WALKING DISTANCE INDICATIVE 1600m WALKING DISTANCE

A 31/07/15 APPLICATION BOUNDARY AMENDED AJT RMc

Rev Date Description By Ckd

Over Court Barns, Over Lane, Almondsbury, Bristol, BS32 4DF. TEL: 01454 619 533 FAX: 01454 614 125 or visit www.hydrock.com This drawing is the copyright of Hydrock Ltd. No liability will be accepted for any amendments to this drawing either printed or digital by parties other than Hydrock. Client:

Project: FACTORY NO. 1 BEDMINSTER, BRISTOL Project Number: C151248 Drawing Title: INDICATIVE WALKING AND CYCLING DISTANCES

Drawn: Checked: Scale @ A3: Drawn Date: First Issue: AJT LH NTS 13/05/2015 07/07/2015 Drawing Status. INFORMATION Drawing No. 151248/T02 Revision A City & Country Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10)

APPENDIX D

Public Transport Timetables

APPENDIX D Bus departures from this stop Bedminster Bedminster Parade (NE-bound)

3A Bristol Centre - Aztec West Wessex Star

Bristol City Centre, Horfield Common, Aztec West, The Centre Muller Road Top Park Avenue here 9 19 34 51 63 Montpelier, Filton, Colstons School Gipsy Patch Lane

52 Hengrove Park - Broadmead Abus

Bristol City Centre, Queen Square here 5 9 Cabot Circus, The Horsefair

75 Hengrove - Hartcliffe - Bedminster - City Centre - Filton - Cribbs Causeway First in Bristol Bath & the West

Bristol City Centre, Horfield Common, Cribbs Causeway, Queen Square Muller Road Top Bus Station here 7 17 25 34 45 Montpelier, Filton, Colstons School Gipsy Patch Lane

The numbers circled indicate approximate timings in minutes from Bedminster, Bedminster Parade

Mondays to Fridays Bus times as at 10th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0508 75 0757 52 0943 75 1150 75 1402 75 1614 75 1823 75 2224 75 0559 75 0800 75 0951 75 1202 75 1414 75 1620 52 1834 75 2254 75 0619 75 0810 75 1002 75 1214 75 1420 52 1621 75 1849 75 2324 75 0634 75 0820 75 1014 75 1220 52 1426 75 1634 75 1904 75 0008 75 0644 75 0835 75 1026 75 1226 75 1438 75 1644 75 1919 75 0108 75 0654 75 0850 75 1038 75 1238 75 1450 75 1654 75 1939 75 0208 75 0703 75 0900 75 1050 75 1250 75 1502 75 1705 75 1950 75 0308 75 0718 75 0910 75 1102 75 1302 75 1514 75 1716 75 2004 75 0408 75 0720 3A 0920 52 1114 75 1314 75 1526 75 1730 75 2029 75 0728 75 0920 75 1120 52 1326 75 1538 75 1747 75 2054 75 0740 75 0928 75 1126 75 1338 75 1550 75 1801 75 2124 75 0750 75 0935 75 1138 75 1350 75 1602 75 1812 75 2154 75

Saturdays Bus times as at 13th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0508 75 0923 75 1123 75 1323 75 1523 75 1723 75 1953 75 0108 75 0609 75 0935 75 1135 75 1335 75 1535 75 1735 75 2014 75 0208 75 0649 75 0947 75 1147 75 1347 75 1547 75 1747 75 2034 75 0308 75 0714 75 0959 75 1159 75 1359 75 1559 75 1759 75 2054 75 0408 75 0739 75 1011 75 1211 75 1411 75 1611 75 1811 75 2124 75 0804 75 1023 75 1223 75 1423 75 1623 75 1823 75 2154 75 0824 75 1035 75 1235 75 1435 75 1635 75 1835 75 2224 75 0844 75 1047 75 1247 75 1447 75 1647 75 1853 75 2254 75 0859 75 1059 75 1259 75 1459 75 1659 75 1913 75 2324 75 0911 75 1111 75 1311 75 1511 75 1711 75 1933 75 0008 75

Sundays Bus times as at 14th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0508 75 0934 75 1204 75 1424 75 1648 75 1909 75 2154 75 0308 75 0614 75 0959 75 1224 75 1444 75 1708 75 1924 75 2224 75 0408 75 0704 75 1019 75 1244 75 1504 75 1728 75 1944 75 2254 75 0744 75 1039 75 1304 75 1524 75 1744 75 2004 75 2324 75 0814 75 1059 75 1324 75 1544 75 1804 75 2024 75 0010 75 0844 75 1119 75 1344 75 1604 75 1824 75 2054 75 0108 75 0909 75 1140 75 1404 75 1628 75 1844 75 2124 75 0208 75

Times shown in italics are approximate times

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76 Hengrove - Hartcliffe - Bedminster - City Centre - Southmead - Cribbs Causeway First in Bristol Bath & the West

Bristol City Centre, Horfield Common, Henbury, Queen Square Muller Road Top Crow Lane Lay-by here 6 16 24 34 42 Montpelier, Southmead, 52 Colstons School Arnside Road Cribbs Causeway, Bus Station

90 Hengrove - Inn’s Court - Filwood Park - Bedminster - Bristol Centre First in Bristol Bath & the West

Cabot Circus, The Horsefair here 11

The numbers circled indicate approximate timings in minutes from Bedminster, Bedminster Parade

Mondays to Fridays Bus times as at 10th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0438 76 1 0755 76 0941 90 1144 76 1349 90 1556 76 1805 76 2109 76 0541 90 0756 90 0949 76 1149 90 1356 76 1604 90 1806 90 2109 90 0544 76 0804 76 0951 90 1156 76 1404 90 1608 76 1816 76 2139 76 0604 76 0809 90 0956 76 1204 90 1408 76 1617 90 1826 90 2139 90 0611 90 0815 76 1004 90 1208 76 1419 90 1627 76 1828 76 2209 76 0614 76 0823 90 1008 76 1219 90 1420 76 1629 90 1838 76 2209 90 0629 76 0830 76 1019 90 1220 76 1432 76 1640 76 1846 90 2239 76 0639 76 0837 90 1020 76 1232 76 1434 90 1644 90 1859 76 2239 90 0641 90 0845 76 1032 76 1234 90 1444 76 1649 76 1906 90 2309 76 0649 76 0851 90 1034 90 1244 76 1449 90 1659 90 1914 76 2309 90 0656 90 0855 76 1044 76 1249 90 1456 76 1700 76 1922 90 2339 76 1 0659 76 0903 90 1049 90 1256 76 1504 90 1710 76 1930 76 2339 90 0708 76 0905 76 1056 76 1304 90 1507 76 1712 90 1942 90 0038 76 1 0713 90 0915 76 1104 90 1308 76 1519 90 1722 76 1943 76 0138 76 1 0723 76 0916 90 1108 76 1319 90 1520 76 1726 90 1956 76 0238 76 1 0729 90 0923 76 1119 90 1320 76 1532 76 1737 76 2011 90 0338 76 1 0735 76 0928 90 1120 76 1332 76 1534 90 1741 90 2014 76 0741 90 0931 76 1132 76 1334 90 1544 76 1751 90 2039 76 0745 76 0941 76 1134 90 1344 76 1549 90 1754 76 2039 90

Saturdays Bus times as at 13th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0438 76 1 0854 76 1041 76 1241 76 1429 76 1623 90 1817 76 2109 90 0539 76 0903 90 1053 76 1243 90 1441 76 1629 76 1818 90 2139 76 0600 90 0905 76 1053 90 1253 76 1441 90 1638 90 1829 76 2139 90 0630 90 0917 76 1105 76 1258 90 1453 76 1641 76 1833 90 2209 76 0639 76 0918 90 1108 90 1305 76 1455 90 1652 90 1843 76 2209 90 0655 90 0929 76 1117 76 1313 90 1505 76 1653 76 1853 90 2239 76 0704 76 0933 90 1125 90 1317 76 1508 90 1705 76 1903 76 2239 90 0725 90 0941 76 1129 76 1328 90 1517 76 1705 90 1913 90 2309 76 0728 76 0943 90 1141 76 1329 76 1523 90 1717 76 1918 76 2309 90 0745 90 0953 76 1143 90 1341 76 1529 76 1720 90 1943 76 2339 76 1 0749 76 0953 90 1153 76 1343 90 1538 90 1729 76 1943 90 2339 90 0800 90 1005 76 1158 90 1353 76 1541 76 1735 90 2004 76 0038 76 1 0814 76 1008 90 1205 76 1358 90 1553 76 1741 76 2011 90 0138 76 1 0815 90 1017 76 1213 90 1405 76 1553 90 1750 90 2024 76 0238 76 1 0830 90 1023 90 1217 76 1413 90 1605 76 1753 76 2039 90 0338 76 1 0834 76 1029 76 1228 90 1417 76 1608 90 1805 76 2044 76 0847 90 1038 90 1229 76 1428 90 1617 76 1805 90 2109 76

Sundays Bus times as at 14th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0438 76 1 0911 90 1129 76 1341 90 1554 76 1807 90 2014 76 2309 76 0544 76 1 0924 76 1141 90 1354 76 1607 90 1814 76 2039 76 2309 90 0644 76 0941 90 1154 76 1411 90 1613 76 1834 76 2039 90 2339 76 1 0713 90 0949 76 1211 90 1414 76 1633 76 1837 90 2109 76 0038 76 1 0724 76 1009 76 1214 76 1434 76 1637 90 1854 76 2109 90 0138 76 1 0743 90 1011 90 1234 76 1441 90 1653 76 1907 90 2139 76 0238 76 1 0759 76 1029 76 1242 90 1454 76 1707 90 1914 76 2139 90 0338 76 1 0813 90 1041 90 1254 76 1507 90 1713 76 1934 76 2209 76 0829 76 1049 76 1311 90 1514 76 1734 76 1939 90 2209 90 0838 90 1109 76 1314 76 1534 76 1737 90 1954 76 2239 76 0854 76 1111 90 1334 76 1537 90 1753 76 2009 90 2239 90

Notes: 1-terminates at Cribbs Causeway, Bus Station

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511 Bedminster - Knowle - Hengrove CT Plus

Bedminster, Bedminster, Knowle, Stockwood, The Malago Torpoint Road Broad Walk Shops David’s Road here 4 5 8 11 18 21 27 Bedminster, Knowle, Knowle, Martock Road Raymend Road Airport Road

512 Bedminster - Totterdown - Bedminster - Bristol Centre - Bedminster CT Plus

Redcliffe, Redcliffe, Redcliffe, Corinthian Court Victoria Street (R9) Somerset Square here 2 3 5 5 13 15 Bedminster, Bedminster Parade (SW-bound) Redcliffe, Temple Meads, Victoria Street (R8) Temple Meads

The numbers circled indicate approximate timings in minutes from Bedminster, Bedminster Parade

Mondays to Fridays Bus times as at 10th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0920 512 1 1025 512 1125 512 1 1235 512 1353 511 1455 512 0953 511 1053 511 1153 511 1253 511 1453 511 1555 512

Saturdays Bus times as at 13th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0920 512 1 1025 512 1125 512 1 1235 512 1353 511 1455 512 0953 511 1053 511 1153 511 1253 511 1453 511 1555 512

Sundays No Service

Notes: 1-serves also from Redcliffe, Victoria Street (R8) to Temple Meads, Temple Meads

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672 Blagdon - Chew Magna - Bristol Abus

Temple Meads, Temple Meads here 7 19 Broadmead, Union Street

A1 Bristol International Airport - Bristol First in Bristol Bath & the West

Temple Meads, Temple Meads here 4 10 Bristol, Bus Station

The numbers circled indicate approximate timings in minutes from Bedminster, Bedminster Parade

Mondays to Fridays Bus times as at 10th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0506 A1 0824 A1 1031 A1 1251 A1 1501 A1 1713 A1 1927 A1 2347 A1 0547 A1 0834 A1 1041 A1 1301 A1 1511 A1 1723 A1 1937 A1 0006 A1 0557 A1 0844 A1 1051 A1 1311 A1 1521 A1 1733 A1 1947 A1 0025 A1 0617 A1 0854 A1 1101 A1 1320 672 1531 A1 1743 A1 2007 A1 0045 A1 0637 A1 0904 A1 1111 A1 1321 A1 1542 A1 1753 A1 2027 A1 0105 A1 0657 A1 0914 A1 1121 A1 1331 A1 1553 A1 1803 A1 2047 A1 0135 A1 0707 A1 0924 A1 1131 A1 1341 A1 1603 A1 1812 A1 2107 A1 0205 A1 0717 A1 0934 A1 1141 A1 1351 A1 1612 672 1821 A1 2127 A1 0305 A1 0727 A1 0943 A1 1151 A1 1401 A1 1613 A1 1831 A1 2147 A1 0405 A1 0740 A1 0951 A1 1201 A1 1411 A1 1623 A1 1841 A1 2207 A1 0754 A1 1001 A1 1211 A1 1421 A1 1633 A1 1851 A1 2227 A1 0802 672 1011 A1 1221 A1 1431 A1 1643 A1 1901 A1 2247 A1 0804 A1 1021 A1 1231 A1 1441 A1 1653 A1 1909 A1 2307 A1 0814 A1 1030 672 1241 A1 1451 A1 1703 A1 1917 A1 2327 A1

Saturdays Bus times as at 13th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0506 A1 0802 672 1000 A1 1150 A1 1340 A1 1612 672 1905 A1 2247 A1 0547 A1 0808 A1 1010 A1 1200 A1 1350 A1 1620 A1 1917 A1 2307 A1 0557 A1 0818 A1 1020 A1 1210 A1 1400 A1 1635 A1 1932 A1 2327 A1 0617 A1 0828 A1 1030 A1 1220 A1 1410 A1 1650 A1 1947 A1 2347 A1 0637 A1 0838 A1 1030 672 1230 A1 1420 A1 1705 A1 2007 A1 0006 A1 0657 A1 0848 A1 1040 A1 1240 A1 1435 A1 1720 A1 2027 A1 0025 A1 0707 A1 0858 A1 1050 A1 1250 A1 1450 A1 1735 A1 2047 A1 0045 A1 0717 A1 0908 A1 1100 A1 1300 A1 1505 A1 1750 A1 2107 A1 0105 A1 0727 A1 0918 A1 1110 A1 1310 A1 1520 A1 1805 A1 2127 A1 0135 A1 0738 A1 0928 A1 1120 A1 1320 A1 1535 A1 1820 A1 2147 A1 0205 A1 0748 A1 0939 A1 1130 A1 1320 672 1550 A1 1835 A1 2207 A1 0305 A1 0758 A1 0950 A1 1140 A1 1330 A1 1605 A1 1850 A1 2227 A1 0405 A1

Sundays Bus times as at 14th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0506 A1 0803 A1 1035 A1 1305 A1 1535 A1 1805 A1 2047 A1 0006 A1 0547 A1 0818 A1 1050 A1 1320 A1 1550 A1 1820 A1 2107 A1 0025 A1 0602 A1 0833 A1 1105 A1 1335 A1 1605 A1 1835 A1 2127 A1 0045 A1 0617 A1 0848 A1 1120 A1 1350 A1 1620 A1 1850 A1 2147 A1 0105 A1 0632 A1 0903 A1 1135 A1 1405 A1 1635 A1 1905 A1 2207 A1 0135 A1 0647 A1 0918 A1 1150 A1 1420 A1 1650 A1 1917 A1 2227 A1 0205 A1 0702 A1 0933 A1 1205 A1 1435 A1 1705 A1 1932 A1 2247 A1 0305 A1 0717 A1 0950 A1 1220 A1 1450 A1 1720 A1 1947 A1 2307 A1 0405 A1 0732 A1 1005 A1 1235 A1 1505 A1 1735 A1 2007 A1 2327 A1 0748 A1 1020 A1 1250 A1 1520 A1 1750 A1 2027 A1 2347 A1

Times shown in italics are approximate times

bstgdja

server ds10046; date 10.01.2018 16:45:53; stop Bedminster, Bedminster Parade (NE-bound); layout small; NAPTANID: 0100BRA10068 Bus departures from this stop Bedminster Bedminster Parade (SW-bound)

3A Aztec West - Bristol Centre Wessex Star

Ashton Vale, Smyth Road here 10

52 Old Market - Hengrove Park Abus

Bedminster Down, Hartcliffe, Hengrove Park, Marguerite Road Symes Avenue Hengrove Park here 10 14 21 26 28 Highridge, Hartcliffe, Lakemead Grove Imperial Park

75 Cribbs Causeway - Filton - City Centre - Bedminster - Hartcliffe - Hengrove First in Bristol Bath & the West

Bishopsworth, Hengrove Park, Vicarage Road Hengrove Park here 11 21 26 32 Hartcliffe, Hengrove, Bishport Avenue Lay-by Hengrove Depot

The numbers circled indicate approximate timings in minutes from Bedminster, Bedminster Parade

Mondays to Fridays Bus times as at 10th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0500 75 0849 75 1 1049 75 1301 75 1514 75 1728 75 1 1913 75 2230 75 0554 75 0901 75 1 1101 75 1313 75 1524 52 1736 75 1924 75 2300 75 0624 75 0912 75 1 1113 75 1324 52 1529 75 1 1748 75 1934 75 2330 75 0654 75 1 0924 75 1 1124 52 1325 75 1542 75 1 1759 75 1943 75 0000 75 0716 75 0935 75 1125 75 1337 75 1558 75 1 1804 3A 1950 75 0030 75 0734 75 1 0943 75 1 1137 75 1349 75 1612 75 1 1808 75 1959 75 0100 75 0755 75 1 0953 75 1149 75 1401 75 1626 75 1 1816 75 2006 75 0200 75 0810 75 1 1002 75 1201 75 1413 75 1638 75 1 1827 75 1 2019 75 0300 75 0818 75 1 1012 75 1213 75 1425 75 1652 75 1 1838 75 1 2035 75 0400 75 0824 52 1024 52 1225 75 1437 75 1706 75 1 1848 75 2100 75 0830 75 1 1026 75 1237 75 1449 75 1718 75 1 1855 75 2130 75 0839 75 1 1037 75 1249 75 1501 75 1724 52 1903 75 2200 75

Saturdays Bus times as at 13th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0500 75 0936 75 1144 75 1332 75 1520 75 1707 75 1905 75 2230 75 0549 75 0958 75 1156 75 1344 75 1532 75 1719 75 1925 75 2300 75 0619 75 1013 75 1208 75 1356 75 1544 75 1731 75 1945 75 2330 75 0658 75 1028 75 1220 75 1408 75 1556 75 1743 75 2005 75 0000 75 0735 75 1044 75 1232 75 1420 75 1608 75 1755 75 2025 75 0030 75 0802 75 1056 75 1244 75 1432 75 1620 75 1807 75 2045 75 0100 75 0829 75 1108 75 1256 75 1444 75 1631 75 1819 75 2105 75 0200 75 0854 75 1120 75 1308 75 1456 75 1643 75 1831 75 2130 75 0300 75 0917 75 1132 75 1320 75 1508 75 1655 75 1848 75 2200 75 0400 75

Sundays Bus times as at 14th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0500 75 1005 75 1224 75 1444 75 1704 75 1929 75 2230 75 0300 75 0554 75 1025 75 1244 75 1504 75 1724 75 1949 75 2300 75 0400 75 0639 75 1045 75 1304 75 1524 75 1746 75 2013 75 2330 75 0719 75 1105 75 1324 75 1544 75 1809 75 2033 75 0000 75 0759 75 1125 75 1344 75 1604 75 1829 75 2100 75 0030 75 0839 75 1145 75 1404 75 1624 75 1849 75 2130 75 0100 75 0925 75 1202 75 1424 75 1644 75 1909 75 2200 75 0200 75

Notes: 1-terminates at Hengrove Park, Hengrove Park Times shown in italics are approximate times

bstgjam

server ds10046; date 10.01.2018 16:47:05; stop Bedminster, Bedminster Parade (SW-bound); layout small; NAPTANID: 0100BRA10065 Bus departures from this stop Bedminster Bedminster Parade (SW-bound)

76 Cribbs Causeway - Southmead - City Centre - Bedminster - Hartcliffe - Hengrove First in Bristol Bath & the West

Bishopsworth, Hengrove Park, Vicarage Road Hengrove Park here 12 17 21 28 Hartcliffe, Hengrove, Symes Avenue Hengrove Depot

90 Bristol Centre - Bedminster - Filwood Park - Inn’s Court - Hengrove First in Bristol Bath & the West

Filwood Park, Hengrove, Melvin Square Hengrove Depot here 9 16 21 Inn’s Court, Inns Court

The numbers circled indicate approximate timings in minutes from Bedminster, Bedminster Parade

Mondays to Fridays Bus times as at 10th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0528 76 0856 76 1 1043 76 1255 76 1457 90 1714 90 1902 90 2145 76 0607 90 0901 90 1055 76 1257 90 1508 76 1723 76 1 1908 76 2211 90 0614 76 0907 76 1 1056 90 1307 76 1512 90 1726 90 1918 76 2215 76 0637 90 0916 90 1107 76 1312 90 1523 76 1735 76 1 1922 90 2241 90 0639 76 0918 76 1 1111 90 1319 76 1529 90 1738 90 1928 76 2245 76 0703 76 0930 90 1119 76 1327 90 1536 76 1743 76 1937 76 2311 90 0707 90 0931 76 1 1126 90 1331 76 1544 90 1750 90 1941 90 2315 76 0726 76 1 0940 76 1 1131 76 1342 90 1548 76 1754 76 1946 76 2341 90 0730 90 0942 90 1141 90 1343 76 1559 90 1802 76 1954 90 2345 76 0746 76 1 0946 76 1143 76 1355 76 1604 76 1 1804 90 1955 76 0011 90 0748 90 0955 76 1155 76 1357 90 1614 90 1811 76 2003 76 0015 76 0804 90 0955 90 1157 90 1407 76 1618 76 1 1816 90 2011 76 0045 76 0805 76 1 1007 76 1207 76 1412 90 1629 90 1818 76 2011 90 0130 76 0819 90 1007 90 1212 90 1419 76 1630 76 1 1824 90 2025 76 0230 76 0826 76 1 1018 90 1219 76 1427 90 1642 76 1 1837 76 1 2041 90 0330 76 0834 90 1019 76 1227 90 1431 76 1644 90 1844 76 1 2045 76 0430 76 0836 76 1 1028 90 1231 76 1442 90 1659 76 1 1847 90 2111 90 0846 76 1 1031 76 1242 90 1443 76 1659 90 1849 76 2115 76 0847 90 1041 90 1243 76 1455 76 1711 76 1 1858 76 2141 90

Saturdays Bus times as at 13th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0522 76 0923 76 1133 90 1326 76 1521 90 1713 76 1915 76 2241 90 0604 76 0930 90 1138 76 1335 90 1526 76 1719 90 1919 90 2245 76 0625 90 0945 90 1148 90 1338 76 1536 90 1725 76 1934 90 2311 90 0634 76 0949 76 1150 76 1350 76 1538 76 1734 90 1935 76 2315 76 0655 90 1000 90 1202 76 1351 90 1550 76 1737 76 1954 90 2341 90 0720 76 1004 76 1203 90 1402 76 1551 90 1749 76 1955 76 2345 76 0720 90 1018 90 1214 76 1406 90 1602 76 1749 90 2011 90 0011 90 0750 90 1019 76 1218 90 1414 76 1606 90 1801 76 2015 76 0015 76 0751 76 1033 90 1226 76 1421 90 1614 76 1804 90 2035 76 0045 76 0812 76 1035 76 1235 90 1426 76 1621 90 1813 76 2041 90 0130 76 0815 90 1048 90 1238 76 1436 90 1626 76 1819 90 2055 76 0230 76 0830 90 1050 76 1250 76 1438 76 1636 90 1825 76 2111 90 0330 76 0839 76 1102 76 1250 90 1450 76 1637 76 1834 90 2115 76 0430 76 0845 90 1103 90 1302 76 1451 90 1649 76 1837 76 2141 90 0859 76 1114 76 1305 90 1502 76 1651 90 1848 90 2145 76 0900 90 1118 90 1314 76 1506 90 1701 76 1855 76 2211 90 0915 90 1126 76 1320 90 1514 76 1706 90 1904 90 2215 76

Sundays Bus times as at 14th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0524 76 0945 76 1211 90 1414 76 1634 76 1839 90 2111 90 2345 76 0624 76 1011 90 1214 76 1434 76 1639 90 1859 76 2115 76 0015 76 0659 76 1015 76 1234 76 1441 90 1654 76 1909 90 2141 90 0045 76 0739 76 1035 76 1241 90 1454 76 1709 90 1919 76 2145 76 0130 76 0739 90 1041 90 1254 76 1511 90 1714 76 1939 76 2211 90 0230 76 0809 90 1055 76 1311 90 1514 76 1734 76 1939 90 2215 76 0330 76 0819 76 1111 90 1314 76 1534 76 1739 90 1959 76 2241 90 0430 76 0839 90 1115 76 1334 76 1541 90 1759 76 2011 90 2245 76 0859 76 1135 76 1341 90 1554 76 1809 90 2023 76 2311 90 0909 90 1141 90 1354 76 1611 90 1819 76 2041 90 2315 76 0941 90 1154 76 1411 90 1614 76 1839 76 2045 76 2341 90

Notes: 1-terminates at Hengrove Park, Hengrove Park

bstgjam

server ds10046; date 10.01.2018 16:47:05; stop Bedminster, Bedminster Parade (SW-bound); layout small; NAPTANID: 0100BRA10065 Bus departures from this stop Bedminster Bedminster Parade (SW-bound)

512 Bedminster - Totterdown - Bedminster - Bristol Centre - Bedminster CT Plus

Windmill Hill, Totterdown, Lower Knowle, Bedminster, Redcliffe, Quantock Road (NE-bound) Oxford Street Knowle Health Centre East Street Corinthian Court here 8 15 22 30 31 37 43 45 47 50 Windmill Hill, Windmill Hill, Windmill Hill, Bedminster, Bedminster, Holmesdale Road (NE-bound) Holmesdale Road (SW-bound) Quantock Road (SW-bound) Bedminster Parade (NE-bound) Bedminster Parade (SW-bound)

672 Bristol - Chew Magna - Blagdon Buglers Coaches

Highridge, Chew Stoke, Stanton Drew, East Harptree, Compton Martin, Blagdon, Kings Head Lane Chew Medical Practice Druids Arms The Clock Compton Martin Po Seymour Arms here 10 17 26 30 35 43 51 54 56 59 64 Dundry, Chew Magna, Bishop Sutton, West Harptree, Ubley, Church Chew Magna Post Office Post Office The Crown Ubley Sawmills

The numbers circled indicate approximate timings in minutes from Bedminster, Bedminster Parade

Mondays to Fridays Bus times as at 10th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0940 512 1040 512 1150 512 1410 512 1510 512 1610 512 1 1826 672

Saturdays Bus times as at 13th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0940 512 1040 512 1150 512 1410 512 1510 512 1826 672

Sundays No Service

Notes: 1-terminates at Totterdown, Oxford Street

bstgjam

server ds10046; date 10.01.2018 16:47:05; stop Bedminster, Bedminster Parade (SW-bound); layout small; NAPTANID: 0100BRA10065 Bus departures from this stop Bedminster Bedminster Parade (SW-bound)

672 Bristol - Chew Magna - Blagdon Abus

Highridge, Chew Stoke, Stanton Drew, East Harptree, Blagdon, Kings Head Lane Chew Medical Practice Druids Arms The Clock Seymour Arms (NW-bound) here 7 29 16 25 29 35 40 50 53 62 Blagdon, Seymour Arms (E-bound) Dundry, Chew Magna, Bishop Sutton, West Harptree, Church Chew Magna Post Office Post Office The Crown

A1 Bristol - Bristol International Airport First in Bristol Bath & the West

Bedminster, Parson Street Station here 4 15 Bristol International Airport, Airport Terminal

The numbers circled indicate approximate timings in minutes from Bedminster, Bedminster Parade

Mondays to Fridays Bus times as at 10th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0501 A1 0810 A1 1018 A1 1228 A1 1438 A1 1656 672 1 1913 A1 2353 A1 0534 A1 0820 A1 1028 A1 1238 A1 1448 A1 1701 A1 1933 A1 0011 A1 0554 A1 0830 A1 1038 A1 1248 A1 1458 A1 1711 A1 1953 A1 0031 A1 0614 A1 0840 A1 1048 A1 1258 A1 1508 A1 1721 A1 2013 A1 0101 A1 0624 A1 0850 A1 1058 A1 1308 A1 1518 A1 1731 A1 2033 A1 0131 A1 0634 A1 0851 672 1108 A1 1318 A1 1528 A1 1741 A1 2053 A1 0231 A1 0644 A1 0900 A1 1118 A1 1328 A1 1539 A1 1751 A1 2113 A1 0331 A1 0654 A1 0910 A1 1128 A1 1338 A1 1551 A1 1801 A1 2133 A1 0431 A1 0704 A1 0920 A1 1138 A1 1348 A1 1601 A1 1810 A1 2153 A1 0714 A1 0930 A1 1146 672 1358 A1 1611 A1 1818 A1 2213 A1 0724 A1 0939 A1 1148 A1 1408 A1 1621 A1 1828 A1 2233 A1 0736 A1 0948 A1 1158 A1 1418 A1 1631 A1 1838 A1 2253 A1 0750 A1 0958 A1 1208 A1 1428 A1 1641 A1 1848 A1 2313 A1 0800 A1 1008 A1 1218 A1 1436 672 1 1651 A1 1858 A1 2333 A1

Saturdays Bus times as at 13th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0501 A1 0754 A1 0958 A1 1158 A1 1408 A1 1648 A1 1953 A1 0011 A1 0534 A1 0804 A1 1008 A1 1208 A1 1418 A1 1656 672 1 2013 A1 0031 A1 0554 A1 0814 A1 1018 A1 1218 A1 1428 A1 1703 A1 2033 A1 0101 A1 0614 A1 0824 A1 1028 A1 1228 A1 1436 672 1 1718 A1 2053 A1 0131 A1 0624 A1 0834 A1 1038 A1 1238 A1 1438 A1 1733 A1 2113 A1 0231 A1 0634 A1 0844 A1 1048 A1 1248 A1 1448 A1 1748 A1 2133 A1 0331 A1 0644 A1 0851 672 1058 A1 1258 A1 1503 A1 1803 A1 2153 A1 0431 A1 0654 A1 0854 A1 1108 A1 1308 A1 1518 A1 1818 A1 2213 A1 0704 A1 0904 A1 1118 A1 1318 A1 1533 A1 1833 A1 2233 A1 0714 A1 0914 A1 1128 A1 1328 A1 1548 A1 1848 A1 2253 A1 0724 A1 0924 A1 1138 A1 1338 A1 1603 A1 1902 A1 2313 A1 0734 A1 0935 A1 1146 672 1348 A1 1618 A1 1913 A1 2333 A1 0744 A1 0948 A1 1148 A1 1358 A1 1633 A1 1933 A1 2353 A1

Sundays Bus times as at 14th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0501 A1 0744 A1 1017 A1 1247 A1 1517 A1 1747 A1 2033 A1 2353 A1 0529 A1 0759 A1 1032 A1 1302 A1 1532 A1 1802 A1 2053 A1 0011 A1 0544 A1 0814 A1 1047 A1 1317 A1 1547 A1 1817 A1 2113 A1 0031 A1 0559 A1 0829 A1 1102 A1 1332 A1 1602 A1 1832 A1 2133 A1 0101 A1 0614 A1 0844 A1 1117 A1 1347 A1 1617 A1 1847 A1 2153 A1 0131 A1 0629 A1 0859 A1 1132 A1 1402 A1 1632 A1 1902 A1 2213 A1 0231 A1 0644 A1 0914 A1 1147 A1 1417 A1 1647 A1 1913 A1 2233 A1 0331 A1 0659 A1 0929 A1 1202 A1 1432 A1 1702 A1 1933 A1 2253 A1 0431 A1 0714 A1 0947 A1 1217 A1 1447 A1 1717 A1 1953 A1 2313 A1 0729 A1 1002 A1 1232 A1 1502 A1 1732 A1 2013 A1 2333 A1

Notes: 1-terminates at Blagdon, Seymour Arms (NW-bound) Times shown in italics are approximate times

bstgjam

server ds10046; date 10.01.2018 16:47:05; stop Bedminster, Bedminster Parade (SW-bound); layout small; NAPTANID: 0100BRA10065 Bus departures from this stop Bedminster Catherine Mead Street (E-bound)

24 Ashton Vale - Bedminster - Centre - Easton - Eastville - Lockleaze - Southmead Hospital First in Bristol Bath & the West

Broadmead, Lockleaze, Nelson Street Gainsborough Square here 9 21 31 40 Eastville, Southmead, Robertson Road Southmead Hospital

The numbers circled indicate approximate timings in minutes from Bedminster, Catherine Mead Street

Mondays to Fridays Bus times as at 10th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0554 24 0744 24 0947 24 1147 24 1347 24 1547 24 1747 24 2004 24 0606 24 0759 24 0959 24 1159 24 1359 24 1559 24 1759 24 2021 24 0618 24 0811 24 1011 24 1211 24 1411 24 1611 24 1811 24 2051 24 0630 24 0823 24 1023 24 1223 24 1423 24 1623 24 1824 24 2121 24 0640 24 0835 24 1035 24 1235 24 1435 24 1635 24 1838 24 2151 24 0650 24 0847 24 1047 24 1247 24 1447 24 1647 24 1854 24 2221 24 0700 24 0901 24 1059 24 1259 24 1459 24 1659 24 1905 24 2251 24 0711 24 0913 24 1111 24 1311 24 1511 24 1711 24 1919 24 2321 24 0722 24 0923 24 1123 24 1323 24 1523 24 1723 24 1934 24 0732 24 0935 24 1135 24 1335 24 1535 24 1735 24 1949 24

Saturdays Bus times as at 13th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0613 24 0855 24 1049 24 1237 24 1424 24 1612 24 1802 24 2021 24 0643 24 0907 24 1101 24 1248 24 1436 24 1624 24 1817 24 2051 24 0713 24 0919 24 1113 24 1300 24 1448 24 1636 24 1832 24 2121 24 0728 24 0931 24 1125 24 1312 24 1500 24 1648 24 1847 24 2151 24 0743 24 0944 24 1137 24 1324 24 1512 24 1700 24 1902 24 2221 24 0758 24 0957 24 1149 24 1336 24 1524 24 1712 24 1914 24 2251 24 0815 24 1009 24 1201 24 1348 24 1536 24 1723 24 1929 24 2321 24 0830 24 1023 24 1213 24 1400 24 1548 24 1735 24 1944 24 0843 24 1035 24 1225 24 1412 24 1600 24 1747 24 2004 24

Sundays Bus times as at 14th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0759 24 1024 24 1206 24 1345 24 1525 24 1702 24 1851 24 2121 24 0829 24 1045 24 1226 24 1405 24 1544 24 1722 24 1921 24 2151 24 0859 24 1106 24 1246 24 1425 24 1602 24 1742 24 1951 24 2221 24 0929 24 1126 24 1305 24 1445 24 1622 24 1802 24 2021 24 2251 24 1001 24 1146 24 1325 24 1505 24 1642 24 1822 24 2051 24 2321 24

Times shown in italics are approximate times

bstdwtj

server ds10046; date 10.01.2018 16:48:30; stop Bedminster, Catherine Mead Street (E-bound); layout small; NAPTANID: 0100BRA10035 Bus departures from this stop Bedminster Catherine Mead Street (W-bound)

24 Southmead Hospital - Lockleaze - Eastville - Easton - Centre - Bedminster - Ashton Vale First in Bristol Bath & the West

Bedminster, Sion Road here 1 11 Ashton Vale, Langley Crescent

The numbers circled indicate approximate timings in minutes from Bedminster, Catherine Mead Street

Mondays to Fridays Bus times as at 10th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0634 24 0848 24 1040 24 1240 24 1440 24 1647 24 1845 24 2101 24 0652 24 0900 24 1052 24 1252 24 1452 24 1701 24 1859 24 2121 24 0704 24 0912 24 1104 24 1304 24 1504 24 1715 24 1910 24 2151 24 0716 24 0925 24 1116 24 1316 24 1518 24 1727 24 1925 24 2221 24 0729 24 0934 24 1128 24 1328 24 1530 24 1739 24 1937 24 2251 24 0745 24 0944 24 1140 24 1340 24 1543 24 1751 24 1950 24 2321 24 0757 24 0954 24 1152 24 1352 24 1558 24 1803 24 2005 24 2351 24 0813 24 1004 24 1204 24 1404 24 1611 24 1815 24 2020 24 0826 24 1016 24 1216 24 1416 24 1623 24 1825 24 2032 24 0838 24 1028 24 1228 24 1428 24 1635 24 1835 24 2046 24

Saturdays Bus times as at 13th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0640 24 0925 24 1125 24 1318 24 1506 24 1654 24 1836 24 2033 24 0710 24 0937 24 1137 24 1330 24 1518 24 1706 24 1848 24 2046 24 0740 24 0949 24 1149 24 1342 24 1530 24 1717 24 1900 24 2101 24 0755 24 1004 24 1201 24 1354 24 1542 24 1729 24 1911 24 2121 24 0811 24 1018 24 1213 24 1406 24 1554 24 1739 24 1926 24 2151 24 0827 24 1030 24 1225 24 1418 24 1606 24 1749 24 1939 24 2221 24 0843 24 1044 24 1237 24 1430 24 1618 24 1800 24 1954 24 2251 24 0858 24 1059 24 1250 24 1442 24 1630 24 1812 24 2009 24 2321 24 0913 24 1112 24 1305 24 1454 24 1642 24 1824 24 2023 24 2351 24

Sundays Bus times as at 14th January 2018 Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote Time ServiceNote 0826 24 1100 24 1242 24 1424 24 1600 24 1737 24 1921 24 2151 24 0856 24 1121 24 1304 24 1444 24 1617 24 1757 24 1951 24 2221 24 0926 24 1141 24 1324 24 1504 24 1637 24 1817 24 2021 24 2251 24 1005 24 1201 24 1344 24 1524 24 1657 24 1836 24 2051 24 2321 24 1038 24 1221 24 1404 24 1542 24 1717 24 1855 24 2121 24 2351 24

Times shown in italics are approximate times

bstgaja

server ds10046; date 10.01.2018 16:48:07; stop Bedminster, Catherine Mead Street (W-bound); layout small; NAPTANID: 0100BRA10036 City & Country Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10)

APPENDIX E

Proposed Site Layout

PURCELL DRAWING REF: 236160/200

APPENDIX E Notes:

Drawings are based on survey data and may not accurately represent what is physically present.

Do not scale from this drawing. All dimensions are to be verified on site before proceeding with the work.

All dimensions are in millimeters unless noted otherwise.

Purcell shall be notified in writing of any discrepancies.

Key Plan not to scale

33 MtBk FH

DN

32 Key

31

MtBk Bicycle storage unit, MtBk FH contains 12 cycle spaces

2200

30 MtBk

R MtBk Motorbike space

29

Car park space (not Q 28 wheelchair accessible)

26 P Cark park space (wheelchair accesible) MtBk

25 MtBk

MtBk Totals 24 Bicycle Spaces 481 Motorbike spaces 7 23 Car park spaces: -not wheelchair accessible 124

22 -wheelchair accessible 6

21

FH

20

19 Purcell - Red line boundary revised 21/12/16 Red line boundary updated to ASDA kerb location as DN shown on Anthony Brookes Surveys LTD survey 18 March 2015.

DN F 02/01/2018 C&C C&C PLANNING AMENDMENTS

R E 27/08/2017 DH AH PLANNING AMENDMENTS

17 D 03/01.2017 JM GL Red line boundary revised

First Issue 19/05/15 KH AH Q ISSUE DATE DRAWN CHECKED DESCRIPTION

CLIENT City & Country Group P

PROJECT Regent House, Bedminster

DRAWING TITLE Proposed level 00, Masterplan

UP SIZE & SCALE 1:500 @ A3L FH

N DRAWING STATUS ISSUED FOR PLANNING

JOB NUMBER 236160

DRAWING NO. 200

0 5 10 15 20 25m REVISION F

1 Quayside, Bridge Street, Cambridge, CB5 8AB , T:+44[0]1223 357057, E:[email protected] © PURCELL 2012. PURCELL ® IS THE TRADING NAME OF PURCELL MILLER TRITTON LLP

Ordnance Survey (c) Crown Copyright 2014. All rights reserved. Licence number 100022432 City & Country Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10)

APPENDIX F

St Johns Road Entrance (Existing & Proposed)

APPENDIX F KEY:

MH 6804 EXISTING WALL TO BE DEMOLISHED

GATE TO ASDA EXISTING ROAD SERVICE YARD EXISTING FOOTPATH

ASDA SERVICE EXISTING GRASS VERGE YARD PROPOSED BUILDING AND KERB OUTLINE ASDA WALL ABUTS OUR BOUNDARY WALL SITE BOUNDARY

MH 6602 EXISTING ROAD MARKINGS TO BE REPLACED EXISTING WALL (TO BE DEMOLISHED)

EXISTING YELLOW LINING TO BE EXISTING HB2 KERB HYDROBLASTED AND REPLACED TO SUIT PROPOSED LAYOUT.

MH 6602

EXISTING KERB (TO BE GRUBBED UP)

22.0m

EXISTING KERB (TO BE GRUBBED UP)

EXISTING WALL (TO BE DEMOLISHED)

EXISTING DROP KERB

EXISTING BN KERB

EXISTING WHITE LINING TO BE HYDROBLASTED AND REPLACED TO SUIT PROPOSED LAYOUT. EXISTING GATE TO BE TEMPORARILY TAKEN DOWN AND RE-ERECTED AT APPROXIMATELY THE SAME LOCATION FOR THE PROPOSED DEVELOPMENT. MH 6706 P1 24.10.17 ISSUED FOR BCC APPROVAL WS RJ

Rev Date Description By Ckd

EXISTING YELLOW LINING TO BE HYDROBLASTED AND REPLACED TO SUIT PROPOSED LAYOUT. EXISTING DROP KERB Hydrock

EXISTING HB2 KERB 3rd Floor, Merchants' House North Wapping Road MH 6741 Bristol BS1 4RW Tel: +44(0)117 945 9225 Fax: +44(0)117 930 0692 E-Mail: [email protected] MH 6705 or visit www.hydrock.com

Client City & Country

Project FACTORY NO.1 BEDMINSTER

MH 6704 BRISTOL Title ST JOHNS ROAD ENTRANCE PLAN (EXISTING) (EXISTING) SCALE 1:250

Drawing Status APPROVAL

Job No.

Notes: C151248 All dimensions are to be checked on site before the Drawn Checked Scale at A1 Date Issue Date commencement of works. Any discrepancies are to be PLAN (EXISTING) reported to the Architect & Engineer for verification. Figured WS RJ VAR 22.09.16 24.10.17 dimensions only are to be taken from this drawing. SCALE 1:50 This drawing is to be read in conjunction with all relevant Drawing No. Revision Engineers' and Service Engineers' drawings and specifications. This drawing is copyright. HYD-00-DR-C-SO-7020 P1 KEY:

PROPOSED NEW ROAD (FINISH TO ARCHITECTS DETAILS) PROPOSED NEW FOOTPATH (FINISH TO ARCHITECTS DETAILS) EXISTING FOOTPATH TO BE TAKEN MH 6804 UP AND RELAID MONOLITHICALLY WITH NEW FOOTPATH HB2 KERB MH 6602 EXISTING FOOTPATH +7.835 EXISTING TARMAC DROP KERB +7.866 FLUSH KERB

EXISTING KERB AND BUILDING LINE

+ 8.23 PROPOSED LEVELS

1:40 EXISTING LEVELS SITE BOUNDARY SOP (RADIUS) INDICATES A FALL AWAY NEW FOOTPATH FROM THE BUILDING @1:40

2.0m TACTILE PAVING

0.8m EXISTING ROAD GULLY

DN Radius 5.0m FFL = 8.23 PROPOSED YARD GULLY

EXISTING NEW ROAD MARKINGS GULLY TO REMAIN WHITE LINING DIAGRAM TABLE NEW 'ACO' CHANNEL DRAIN TO CONNECT TO ONSITE SURFACE DIAG MARK GAP WIDTH QUANTITY WATER DRAINAGE NETWORK. BLOCK 5 No. (mm) (mm) (mm) 1003 600 300 200 AS SHOWN 1004 4000 2000 100 AS SHOWN MH 6602 1005 600 300 100 AS SHOWN

DIAG. 1005

ALL ROAD MARKINGS TO CONFORM TO THE ST JOHN'S ROAD LOCATION OF REPLACED GATE "TRAFFIC SIGNS REGULATIONS AND GENERAL DIRECTIONS 2002"

15.6m STREET LIGHTING REQUIREMENTS TO BE CONFIRMED BY SPECIALIST DESIGNER. +7.77 SIGNAGE REQUIREMENTS TO BE CONFIRMED RETRACTABLE FLOOD BY SPECIALIST DESIGNER. 1:23 DEFENSE BARRIER

DIAG. 1004

1:40

+ 8.00 EXISTING GATE TO BE REFURBISHED AND ST JOHN'S ROAD 5.50 RE-ERECTED.

+8.10

DIAG. 1003

P1 24.10.17 ISSUED FOR BCC APPROVAL WJ RJ

Rev Date Description By Ckd

MH 6706 BLOCK 4 Hydrock

3rd Floor, Merchants' House North 0.8m Wapping Road Bristol BS1 4RW Tel: +44(0)117 945 9225 Fax: +44(0)117 930 0692 E-Mail: [email protected] 2.0m or visit www.hydrock.com MH 6741 FFL = + 8.23 Client +7.885 +7.925 Radius 5.0m MH 6705 City & Country

RWP 1:40 (TBC) SOP (RADIUS)

Project FACTORY NO.1 BEDMINSTER BRISTOL PLAN (PROPOSED) Title SCALE 1:50 ST JOHNS ROAD ENTRANCE MH 6704 (PROPOSED)

Drawing Status APPROVAL

Job No.

Notes: C151248 All dimensions are to be checked on site before the Drawn Checked Scale at A1 Date Issue Date commencement of works. Any discrepancies are to be PLAN (PROPOSED) reported to the Architect & Engineer for verification. Figured WS RJ VAR 22.11.16 24.10.17 dimensions only are to be taken from this drawing. SCALE 1:250 This drawing is to be read in conjunction with all relevant Drawing No. Revision Engineers' and Service Engineers' drawings and specifications. This drawing is copyright. HYD-00-DR-C-SO-7021 P1 City & Country Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10)

APPENDIX G

Refuse Vehicle Swept Path Analysis

DRAWING REF: 151248/AT08

APPENDIX G OS NORTH OS NORTH REFUSE VEHICLE 11.347

1.82 1.75 3.352 1.396 LARGE REFUSE VEHICLE (4 AXLE) OVERALL LENGTH 11.347m OVERALL WIDTH 2.500m OVERALL BODY HEIGHT 3.751m MIN BODY GROUND CLEARANCE 0.304m TRACK WIDTH 2.500m LOCK TO LOCK TIME 6.00s WALL TO WALL TURNING RADIUS 11.330m

NOTE

APPLICATION AREA BASED UPON DRAWING TITLED PROPOSED LEVEL 00, MASTERPLAN, SUPPLEMENTARY SCHEME DRAWING NUMBER 236160 DRAWING DATE 26/05/2015 PRODUCED BY PURCELL

0m 5m 10m 0m 5m 10m

SCALE BAR (1:250) SCALE BAR (1:250)

OS NORTH OS NORTH A 31/07/15 NEW LAYOUT ADDED AJT RMc

Rev Date Description By Ckd

Over Court Barns, Over Lane, Almondsbury, Bristol, BS32 4DF. TEL: 01454 619 533 FAX: 01454 614 125 or visit www.hydrock.com This drawing is the copyright of Hydrock Ltd. No liability will be accepted for any amendments to this drawing either printed or digital by parties other than Hydrock. Client:

Project: FACTORY NO. 1 BEDMINSTER, BRISTOL Project Number: C151248 Drawing Title: SWEPT PATH ANALYSIS OF SITE ACCESS AND TURNING USING PROPOSED CAR PARK

Drawn: Checked: Scale @ A3: Drawn Date: First Issue: AJT RMC 1:250 23/07/15 23/07/15 0m 5m 10m 0m 5m 10m Drawing Status. INFORMATION SCALE BAR (1:250) SCALE BAR (1:250) Drawing No. 151248/AT08 Revision A City & Country Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10)

APPENDIX H

Delivery Vehicle Swept Path Analysis

DRAWING REF: 151248/AT01

APPENDIX H OS NORTH NOTE VEHICLE DETAIL 8.01 APPLICATION AREA BASED UPON DRAWING TITLED PROPOSED LEVEL 00, MASTERPLAN, SUPPLEMENTARY SCHEME DRAWING NUMBER 236160 DRAWING DATE 26/05/2015 PRODUCED BY PURCELL 1.21 4.25

7.5T BOX VAN OVERALL LENGTH 8.010m OVERALL WIDTH 2.100m OVERALL BODY HEIGHT 3.556m MIN BODY GROUND CLEARANCE 0.351m TRACK WIDTH 2.064m LOCK TO LOCK TIME 4.00s KERB TO KERB TURNING RADIUS 7.400m

A 24/07/15 NEW LAYOUT ADDED AJT RMc

Rev Date Description By Ckd

Over Court Barns, Over Lane, Almondsbury, Bristol, BS32 4DF. TEL: 01454 619 533 FAX: 01454 614 125 or visit www.hydrock.com This drawing is the copyright of Hydrock Ltd. No liability will be accepted for any amendments to this drawing either printed or digital by parties other than Hydrock. Client:

Project: FACTORY NO. 1 BEDMINSTER, BRISTOL Project Number: C151248 Drawing Title: SWEPT PATH ANALYSIS OF TURNING HEAD WITH DELIVERY VEHICLE

Drawn: Checked: Scale @ A4: Drawn Date: First Issue: 0m 5m 10m SCJ RMc 1:250 07/05/15 07/05/15 Drawing Status. INFORMATION SCALE BAR (1:250) Drawing No. 151248/AT01 Revision A City & Country Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10)

APPENDIX I

TRICS 7.2.1 Office Output Reports

APPENDIX I TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 1 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

Calculation Reference: AUDIT-540501-150416-0401 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 02 - EMPLOYMENT Category : A - OFFICE VEHICLES

Selected regions and areas: 02 SOUTH EAST SO SLOUGH 1 days 03 SOUTH WEST BR BRISTOL CITY 1 days 04 EAST ANGLIA CA CAMBRIDGESHIRE 1 days NF NORFOLK 1 days SF SUFFOLK 1 days 06 WEST MIDLANDS WM WEST MIDLANDS 1 days 08 NORTH WEST MS MERSEYSIDE 1 days 10 WALES MT MERTHYR TYDFIL 1 days SW SWANSEA 1 days 11 SCOTLAND GC GLASGOW CITY 2 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: Gross floor area Actual Range: 5050 to 10000 (units: sqm) Range Selected by User: 5000 to 10000 (units: sqm)

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/07 to 27/02/14

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 1 days Tuesday 1 days Thursday 6 days Friday 3 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 11 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: Town Centre 5 Edge of Town Centre 6

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: Commercial Zone 5 Development Zone 1 Built-Up Zone 5 TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 2 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

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: A 1 1 days A 2 1 days B 1 9 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 1 days 10,001 to 15,000 2 days 15,001 to 20,000 3 days 20,001 to 25,000 2 days 25,001 to 50,000 3 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 2 days 75,001 to 100,000 1 days 125,001 to 250,000 4 days 500,001 or More 4 days

This data displays the number of selected surveys within stated 5-mile radii of population.

Car ownership within 5 miles: 0.5 or Less 1 days 0.6 to 1.0 5 days 1.1 to 1.5 4 days 1.6 to 2.0 1 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: Yes 5 days No 6 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 3 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

LIST OF SITES relevant to selection parameters

1 BR-02-A-02 PLANNING & ENGINEERING BRISTOL CITY ST THOMAS STREET

BRISTOL Town Centre Built-Up Zone Total Gross floor area: 5 7 3 6 sqm Survey date: FRIDAY 29/11/13 Survey Type: MANUAL 2 CA-02-A-03 OFFICE CAMBRIDGESHIRE NEW ROAD

PETERBOROUGH Edge of Town Centre Built-Up Zone Total Gross floor area: 5 7 5 0 sqm Survey date: THURSDAY 08/05/08 Survey Type: MANUAL 3 GC-02-A-01 CALL CENTRE GLASGOW CITY ROBERTSON STREET

GLASGOW Town Centre Commercial Zone Total Gross floor area: 1 0 0 0 0 sqm Survey date: MONDAY 16/06/08 Survey Type: MANUAL 4 GC-02-A-02 CALL CENTRE GLASGOW CITY ROBERTSON STREET

GLASGOW Town Centre Commercial Zone Total Gross floor area: 9 0 0 0 sqm Survey date: THURSDAY 19/06/08 Survey Type: MANUAL 5 MS-02-A-01 OFFICES MERSEYSIDE CASTLE STREET

LIVERPOOL Town Centre Commercial Zone Total Gross floor area: 9 0 0 0 sqm Survey date: TUESDAY 19/06/07 Survey Type: MANUAL 6 MT-02-A-02 COUNCIL OFFICES MERTHYR TYDFIL CASTLE STREET

MERTHYR TYDFIL Edge of Town Centre Built-Up Zone Total Gross floor area: 5 2 5 0 sqm Survey date: THURSDAY 17/10/13 Survey Type: MANUAL 7 NF-02-A-01 COUNCIL OFFICE NORFOLK CHAPEL STREET

KING'S LYNN Edge of Town Centre Built-Up Zone Total Gross floor area: 5 5 0 0 sqm Survey date: THURSDAY 30/09/10 Survey Type: MANUAL TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 4 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

LIST OF SITES relevant to selection parameters (Cont.)

8 SF-02-A-02 OFFICES SUFFOLK BATH STREET

IPSWICH Edge of Town Centre Commercial Zone Total Gross floor area: 6 5 0 5 sqm Survey date: FRIDAY 19/07/13 Survey Type: MANUAL 9 SO-02-A-02 COUNCIL OFFICES SLOUGH BATH ROAD

SLOUGH Edge of Town Centre Built-Up Zone Total Gross floor area: 5 0 5 0 sqm Survey date: THURSDAY 27/02/14 Survey Type: MANUAL 10 SW-02-A-01 OFFICES SWANSEA LANGDON ROAD

SWANSEA Edge of Town Centre Development Zone Total Gross floor area: 6 6 3 0 sqm Survey date: FRIDAY 25/10/13 Survey Type: MANUAL 11 WM-02-A-03 BANK ADMIN WEST MIDLANDS BRUNSWICK STREET BRINDLEY PLACE BIRMINGHAM Town Centre Commercial Zone Total Gross floor area: 8 2 0 0 sqm Survey date: THURSDAY 27/11/08 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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 5 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 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 11 6966 0.767 11 6966 0.132 11 6966 0.899 08:00 - 09:00 11 6966 1.539 11 6966 0.249 11 6966 1.788 09:00 - 10:00 11 6966 0.910 11 6966 0.271 11 6966 1.181 10:00 - 11:00 11 6966 0.317 11 6966 0.205 11 6966 0.522 11:00 - 12:00 11 6966 0.299 11 6966 0.243 11 6966 0.542 12:00 - 13:00 11 6966 0.218 11 6966 0.277 11 6966 0.495 13:00 - 14:00 11 6966 0.244 11 6966 0.264 11 6966 0.508 14:00 - 15:00 11 6966 0.227 11 6966 0.248 11 6966 0.475 15:00 - 16:00 11 6966 0.243 11 6966 0.313 11 6966 0.556 16:00 - 17:00 11 6966 0.204 11 6966 0.949 11 6966 1.153 17:00 - 18:00 11 6966 0.193 11 6966 1.319 11 6966 1.512 18:00 - 19:00 11 6966 0.050 11 6966 0.486 11 6966 0.536 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 5.211 4.956 1 0.167

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: 5050 - 10000 (units: sqm) Survey date date range: 01/01/07 - 27/02/14 Number of weekdays (Monday-Friday): 11 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 6 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE TAXIS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 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 11 6966 0.022 11 6966 0.010 11 6966 0.032 08:00 - 09:00 11 6966 0.023 11 6966 0.023 11 6966 0.046 09:00 - 10:00 11 6966 0.018 11 6966 0.010 11 6966 0.028 10:00 - 11:00 11 6966 0.010 11 6966 0.007 11 6966 0.017 11:00 - 12:00 11 6966 0.018 11 6966 0.014 11 6966 0.032 12:00 - 13:00 11 6966 0.005 11 6966 0.004 11 6966 0.009 13:00 - 14:00 11 6966 0.005 11 6966 0.004 11 6966 0.009 14:00 - 15:00 11 6966 0.007 11 6966 0.007 11 6966 0.014 15:00 - 16:00 11 6966 0.007 11 6966 0.007 11 6966 0.014 16:00 - 17:00 11 6966 0.007 11 6966 0.004 11 6966 0.011 17:00 - 18:00 11 6966 0.018 11 6966 0.018 11 6966 0.036 18:00 - 19:00 11 6966 0.005 11 6966 0.012 11 6966 0.017 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.145 0.120 0.265

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: 5050 - 10000 (units: sqm) Survey date date range: 01/01/07 - 27/02/14 Number of weekdays (Monday-Friday): 11 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 7 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE OGVS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 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 11 6966 0.007 11 6966 0.003 11 6966 0.010 08:00 - 09:00 11 6966 0.005 11 6966 0.007 11 6966 0.012 09:00 - 10:00 11 6966 0.003 11 6966 0.005 11 6966 0.008 10:00 - 11:00 11 6966 0.004 11 6966 0.005 11 6966 0.009 11:00 - 12:00 11 6966 0.004 11 6966 0.004 11 6966 0.008 12:00 - 13:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 13:00 - 14:00 11 6966 0.001 11 6966 0.000 11 6966 0.001 14:00 - 15:00 11 6966 0.003 11 6966 0.001 11 6966 0.004 15:00 - 16:00 11 6966 0.008 11 6966 0.007 11 6966 0.015 16:00 - 17:00 11 6966 0.003 11 6966 0.003 11 6966 0.006 17:00 - 18:00 11 6966 0.001 11 6966 0.004 11 6966 0.005 18:00 - 19:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.039 0.039 0.078

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: 5050 - 10000 (units: sqm) Survey date date range: 01/01/07 - 27/02/14 Number of weekdays (Monday-Friday): 11 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 8 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE PSVS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 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 11 6966 0.000 11 6966 0.000 11 6966 0.000 08:00 - 09:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 09:00 - 10:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 10:00 - 11:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 11:00 - 12:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 12:00 - 13:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 13:00 - 14:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 14:00 - 15:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 15:00 - 16:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 16:00 - 17:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 17:00 - 18:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 18:00 - 19:00 11 6966 0.000 11 6966 0.000 11 6966 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.000 0.000 0.000

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: 5050 - 10000 (units: sqm) Survey date date range: 01/01/07 - 27/02/14 Number of weekdays (Monday-Friday): 11 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 9 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/A - OFFICE CYCLISTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 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 11 6966 0.014 11 6966 0.000 11 6966 0.014 08:00 - 09:00 11 6966 0.061 11 6966 0.003 11 6966 0.064 09:00 - 10:00 11 6966 0.027 11 6966 0.003 11 6966 0.030 10:00 - 11:00 11 6966 0.009 11 6966 0.005 11 6966 0.014 11:00 - 12:00 11 6966 0.008 11 6966 0.009 11 6966 0.017 12:00 - 13:00 11 6966 0.007 11 6966 0.012 11 6966 0.019 13:00 - 14:00 11 6966 0.004 11 6966 0.007 11 6966 0.011 14:00 - 15:00 11 6966 0.000 11 6966 0.004 11 6966 0.004 15:00 - 16:00 11 6966 0.009 11 6966 0.008 11 6966 0.017 16:00 - 17:00 11 6966 0.001 11 6966 0.020 11 6966 0.021 17:00 - 18:00 11 6966 0.004 11 6966 0.061 11 6966 0.065 18:00 - 19:00 11 6966 0.001 11 6966 0.016 11 6966 0.017 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.145 0.148 0.293

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: 5050 - 10000 (units: sqm) Survey date date range: 01/01/07 - 27/02/14 Number of weekdays (Monday-Friday): 11 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

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. City & Country Factory No. 1, Bedminster, Bristol Transport Assessment (reference: R/151248/10)

APPENDIX J

TRICS 7.2.1 Residential Output Reports

APPENDIX J TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 1 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

Calculation Reference: AUDIT-540501-150416-0434 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : C - FLATS PRIVATELY OWNED VEHICLES

Selected regions and areas: 02 SOUTH EAST EX ESSEX 1 days SC SURREY 1 days 03 SOUTH WEST DC DORSET 1 days 06 WEST MIDLANDS WM WEST MIDLANDS 1 days 08 NORTH WEST CH CHESHIRE 1 days GM GREATER MANCHESTER 2 days 10 WALES FS FLINTSHIRE 1 days 11 SCOTLAND HI HIGHLAND 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: 20 to 154 (units: ) Range Selected by User: 10 to 215 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/07 to 13/05/14

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 2 days Tuesday 2 days Wednesday 1 days Thursday 1 days Friday 3 days

This data displays the number of selected surveys by day of the week.

Selected survey types: Manual count 9 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: Town Centre 3 Edge of Town Centre 6

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 5 Built-Up Zone 3 No Sub Category 1 TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 2 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

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 9 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: 10,001 to 15,000 3 days 15,001 to 20,000 1 days 20,001 to 25,000 1 days 25,001 to 50,000 4 days

This data displays the number of selected surveys within stated 1-mile radii of population.

Population within 5 miles: 50,001 to 75,000 2 days 75,001 to 100,000 1 days 125,001 to 250,000 2 days 250,001 to 500,000 2 days 500,001 or More 2 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 2 days 1.1 to 1.5 7 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 9 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 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 3 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

LIST OF SITES relevant to selection parameters

1 CH-03-C-01 BLOCKS OF FLATS CHESHIRE NEW CRANE STREET

CHESTER Edge of Town Centre Residential Zone Total Number of dwellings: 6 0 Survey date: FRIDAY 17/10/08 Survey Type: MANUAL 2 DC-03-C-01 BLOCKS OF FLATS DORSET ABBOTSBURY ROAD

WEYMOUTH Edge of Town Centre Residential Zone Total Number of dwellings: 2 7 Survey date: TUESDAY 08/07/08 Survey Type: MANUAL 3 EX-03-C-02 BLOCK OF FLATS ESSEX WESTCLIFF PARADE W E S T C L I F F SOUTHEND-ON-SEA Edge of Town Centre Residential Zone Total Number of dwellings: 9 4 Survey date: TUESDAY 22/10/13 Survey Type: MANUAL 4 FS-03-C-01 BLOCK OF FLATS FLINTSHIRE WREXHAM STREET

MOLD Edge of Town Centre Built-Up Zone Total Number of dwellings: 3 0 Survey date: MONDAY 06/07/09 Survey Type: MANUAL 5 GM-03-C-02 BLOCK OF FLATS GREATER MANCHESTER WHITWORTH STREET W.

M A N C H E S T E R Town Centre Built-Up Zone Total Number of dwellings: 1 5 4 Survey date: THURSDAY 13/10/11 Survey Type: MANUAL 6 GM-03-C-03 BLOCK OF FLATS GREATER MANCHESTER FAIRFIELD STREET

M A N C H E S T E R Town Centre Built-Up Zone Total Number of dwellings: 2 0 Survey date: FRIDAY 14/10/11 Survey Type: MANUAL 7 HI-03-C-01 FLATS HIGHLAND SHORE STREET

INVERNESS Town Centre Residential Zone Total Number of dwellings: 3 8 Survey date: WEDNESDAY 20/05/09 Survey Type: MANUAL TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 4 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

LIST OF SITES relevant to selection parameters (Cont.)

8 SC-03-C-01 FLATS SURREY HEATHCOTE ROAD

CAMBERLEY Edge of Town Centre Residential Zone Total Number of dwellings: 1 4 0 Survey date: MONDAY 21/07/08 Survey Type: MANUAL 9 WM-03-C-03 FLATS WEST MIDLANDS LODE LANE

SOLIHULL Edge of Town Centre No Sub Category Total Number of dwellings: 6 0 Survey date: FRIDAY 21/09/07 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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 5 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 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 9 69 0.024 9 69 0.104 9 69 0.128 08:00 - 09:00 9 69 0.059 9 69 0.169 9 69 0.228 09:00 - 10:00 9 69 0.059 9 69 0.075 9 69 0.134 10:00 - 11:00 9 69 0.080 9 69 0.075 9 69 0.155 11:00 - 12:00 9 69 0.056 9 69 0.056 9 69 0.112 12:00 - 13:00 9 69 0.072 9 69 0.079 9 69 0.151 13:00 - 14:00 9 69 0.080 9 69 0.098 9 69 0.178 14:00 - 15:00 9 69 0.075 9 69 0.077 9 69 0.152 15:00 - 16:00 9 69 0.083 9 69 0.067 9 69 0.150 16:00 - 17:00 9 69 0.095 9 69 0.077 9 69 0.172 17:00 - 18:00 9 69 0.143 9 69 0.080 9 69 0.223 18:00 - 19:00 9 69 0.106 9 69 0.040 9 69 0.146 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.932 0.997 1.929

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: 20 - 154 (units: ) Survey date date range: 01/01/07 - 13/05/14 Number of weekdays (Monday-Friday): 9 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 6 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED TAXIS 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 9 69 0.003 9 69 0.003 9 69 0.006 08:00 - 09:00 9 69 0.000 9 69 0.000 9 69 0.000 09:00 - 10:00 9 69 0.000 9 69 0.000 9 69 0.000 10:00 - 11:00 9 69 0.003 9 69 0.003 9 69 0.006 11:00 - 12:00 9 69 0.003 9 69 0.003 9 69 0.006 12:00 - 13:00 9 69 0.002 9 69 0.002 9 69 0.004 13:00 - 14:00 9 69 0.003 9 69 0.003 9 69 0.006 14:00 - 15:00 9 69 0.003 9 69 0.002 9 69 0.005 15:00 - 16:00 9 69 0.003 9 69 0.003 9 69 0.006 16:00 - 17:00 9 69 0.002 9 69 0.003 9 69 0.005 17:00 - 18:00 9 69 0.002 9 69 0.002 9 69 0.004 18:00 - 19:00 9 69 0.002 9 69 0.002 9 69 0.004 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.026 0.026 0.052

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: 20 - 154 (units: ) Survey date date range: 01/01/07 - 13/05/14 Number of weekdays (Monday-Friday): 9 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 7 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED OGVS 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 9 69 0.000 9 69 0.000 9 69 0.000 08:00 - 09:00 9 69 0.000 9 69 0.000 9 69 0.000 09:00 - 10:00 9 69 0.000 9 69 0.000 9 69 0.000 10:00 - 11:00 9 69 0.002 9 69 0.002 9 69 0.004 11:00 - 12:00 9 69 0.002 9 69 0.000 9 69 0.002 12:00 - 13:00 9 69 0.000 9 69 0.002 9 69 0.002 13:00 - 14:00 9 69 0.000 9 69 0.000 9 69 0.000 14:00 - 15:00 9 69 0.000 9 69 0.000 9 69 0.000 15:00 - 16:00 9 69 0.000 9 69 0.000 9 69 0.000 16:00 - 17:00 9 69 0.002 9 69 0.002 9 69 0.004 17:00 - 18:00 9 69 0.000 9 69 0.000 9 69 0.000 18:00 - 19:00 9 69 0.000 9 69 0.000 9 69 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.006 0.006 0.012

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: 20 - 154 (units: ) Survey date date range: 01/01/07 - 13/05/14 Number of weekdays (Monday-Friday): 9 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 8 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED PSVS 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 9 69 0.000 9 69 0.000 9 69 0.000 08:00 - 09:00 9 69 0.000 9 69 0.000 9 69 0.000 09:00 - 10:00 9 69 0.000 9 69 0.000 9 69 0.000 10:00 - 11:00 9 69 0.000 9 69 0.000 9 69 0.000 11:00 - 12:00 9 69 0.000 9 69 0.000 9 69 0.000 12:00 - 13:00 9 69 0.000 9 69 0.000 9 69 0.000 13:00 - 14:00 9 69 0.000 9 69 0.000 9 69 0.000 14:00 - 15:00 9 69 0.000 9 69 0.000 9 69 0.000 15:00 - 16:00 9 69 0.000 9 69 0.000 9 69 0.000 16:00 - 17:00 9 69 0.000 9 69 0.000 9 69 0.000 17:00 - 18:00 9 69 0.000 9 69 0.000 9 69 0.000 18:00 - 19:00 9 69 0.000 9 69 0.000 9 69 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.000 0.000 0.000

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: 20 - 154 (units: ) Survey date date range: 01/01/07 - 13/05/14 Number of weekdays (Monday-Friday): 9 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

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. TRICS 7.2.1 240315 B17.12 (C) 2015 TRICS Consortium Ltd Thursday 16/04/15 Factory #1 C151248 Page 9 Hydrock Consultants Ltd Tolvaddon Energy Park Camborne Licence No: 540501

TRIP RATE for Land Use 03 - RESIDENTIAL/C - FLATS PRIVATELY OWNED CYCLISTS 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 9 69 0.002 9 69 0.008 9 69 0.010 08:00 - 09:00 9 69 0.000 9 69 0.005 9 69 0.005 09:00 - 10:00 9 69 0.003 9 69 0.006 9 69 0.009 10:00 - 11:00 9 69 0.003 9 69 0.005 9 69 0.008 11:00 - 12:00 9 69 0.005 9 69 0.002 9 69 0.007 12:00 - 13:00 9 69 0.002 9 69 0.008 9 69 0.010 13:00 - 14:00 9 69 0.002 9 69 0.005 9 69 0.007 14:00 - 15:00 9 69 0.003 9 69 0.002 9 69 0.005 15:00 - 16:00 9 69 0.003 9 69 0.003 9 69 0.006 16:00 - 17:00 9 69 0.000 9 69 0.000 9 69 0.000 17:00 - 18:00 9 69 0.018 9 69 0.003 9 69 0.021 18:00 - 19:00 9 69 0.008 9 69 0.002 9 69 0.010 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.049 0.049 0.098

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: 20 - 154 (units: ) Survey date date range: 01/01/07 - 13/05/14 Number of weekdays (Monday-Friday): 9 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

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.

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