LILLYBANK FARM, BATTLE TRANSPORT STATEMENT
FEBRUARY 2016
LILLYBANK FARM, BATTLE TRANSPORT STATEMENT Millwood Designer Homes Ltd
Project no: 70011043 Date: February 2016
WSP | Parsons Brinckerhoff WSP UK Limited Mountbatten House Basing View Basingstoke RG21 4HJ
Tel: +44 (0)12 5631 8658 Fax: +44 (0)12 5631 8700 www.wspgroup.com www.pbworld.com
QUALITY MANAGEMENT
ISSUE/REVISION FIRST ISSUE REVISION 1 REVISION 2 REVISION 3
Remarks Draft Issue
Date February 2016 February 2016
Prepared by Luke Bacon Graham Sutton
Signature
Checked by Graham Sutton Colin McKay
Signature
Authorised by Colin McKay Colin McKay
Signature
Project number 70011043 70011043
Report number
File reference
ii
TABLE OF CONTENTS
1 INTRODUCTION ...... 1
2 POLICY CONTEXT ...... 2
3 EXISTING CONDITIONS ...... 4
4 DEVELOPMENT PROPOSALS ...... 11
5 TRANSPORT USE AND IMPACTS OF DEVELOPMENT PROPOSALS...... 14
6 SUMMARY AND CONCLUSIONS ...... 17
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TABLES
TABLE 3-1: BUS SERVICES FROM LONDON ROAD...... 8 TABLE 3-2: KEY DESTINATIONS FROM BATTLE RAILWAY STATION ...... 9 TABLE 3-3: ACCESSIBILITY TO LOCAL FACILITIES ...... 10 TABLE 4-1: PROPOSED ACCOMMODATION SCHEDULE ...... 11 TABLE 4-2: PROPOSED CAR PARKING PROVISION ...... 12 TABLE 4-3: ESCC CYCLE PARKING STANDARDS ...... 13 TABLE 5-1: VEHICULAR TRIP RATES (PER DWELLING) ...... 14 TABLE 5-2: VEHICULAR TRIP GENERATION (50 DWELLINGS) ...... 14 TABLE 5-3: PREDICTED PEAK HOUR TRIPS BY ALL MODES BASED ON EXISTING MODE SHARE ...... 15 TABLE 5-4: PREDICTED PEAK HOUR TRIPS BY ALL MODES BASED ON EXISTING MODE SHARE ...... 15
FIGURES
FIGURE 1 SITE LOCATION AND LOCAL HIGHWAY NETWORK FIGURE 2 PUBLIC RIGHTS OF WAY FIGURE 3 LOCAL BUS NETWORK FIGURE 4 LOCAL FACILITIES
DRAWINGS
DRAWING NO: 11043-SK-001 REV C DRAWING NO: 11043-ATR-001 REV A
APPENDICES
APPENDIX A PRE-APPLICATION CORRESPONDENCE APPENDIX B TRAFFIC SURVEY DATA APPENDIX C PERSONAL INJURY ACCIDENT DATA APPENDIX D ILLUSTRATIVE MASTERPLAN APPENDIX E TRICS OUTPUTS
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1 INTRODUCTION 1.1 BACKGROUND
1.1.1 WSP | Parsons Brinckerhoff has been commissioned by Millwood Designer Homes Ltd to prepare a Transport Statement (TS) in support of the planning application for 50 dwellings at Lillybank Farm, Battle. The site is currently used for agricultural and equestrian purposes. The site location and local highway network are shown on Figure 1.
1.1.2 Pre-application advice was sought from East Sussex County Council (ESCC), the local Highway Authority, in July / August 2015. ESCC recommended that a TS be produced for a development of this size. The structure of this TS follows the ESCC document “Transport Assessments, Transport Statement and Transport Reports: Guidance for Development Proposals in East Sussex” that was referred to as part of this advice. The pre-application correspondence is included as Appendix A.
1.2 REPORT STRUCTURE
1.2.1 This TS is presented under the following sections:
Æ Section 2 reviews the current transport and planning policy framework relevant to the TS; Æ Section 3 reviews the accessibility of the site and the surrounding highway network; Æ Section 4 details the development proposals, including refuse and servicing arrangements; Æ Section 5 outlines the anticipated trip generation of the site and the likely transport impacts of the development proposals; and Æ Section 6 provides a summary and conclusion to the TS.
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2 POLICY CONTEXT Introduction
2.1.1 The following section reviews pertinent national and local planning policy in line with ESCC Guidance for Transport Reports.
National Planning Policy Framework, March 2012
2.1.2 Paragraph 14 of the policy states that: “At the heart of the National Planning Policy Framework (NPPF) is a presumption in favour of sustainable development, which should be seen as a golden thread running through both plan-making and decision-taking.”
2.1.3 This policy directs that locations which are sustainable or which can be made sustainable should be made the focus for significant development. Paragraph 32 states that there should be demonstration of:
Æ “The opportunities for sustainable transport modes to be used, reducing the need for major transport infrastructure; Æ Provision of safe and suitable access to the site for all people; and Æ Improvements which can be undertaken within the transport network to limit the significant impacts of the development.”
2.1.4 Development should only be prevented or refused on transport grounds where the residual cumulative impacts of development are severe.
2.1.5 A review of the local transport infrastructure described in Section 3 of this TS has shown that there is a range of sustainable transport options available for residents of the proposed dwellings. The access points into the proposed development will be designed to the relevant standards to ensure safe and suitable access for all users. Later in this TS, the traffic impact of the development is considered in more detail and found unlikely to result in any significant impacts, and certainly none that are severe.
Rother Local Plan Core Strategy, September 2014
2.1.6 The term Local Development Framework has now been replaced with Local Plan. The Rother Local Plan Core Strategy was adopted on the 29th September 2014. The objective of the plan is to “contribute towards the achievement of sustainable development”
2.1.7 In relation to Battle there are several key strategies within Policy BA1: Policy Framework for Battle that are relevant to the proposed development these include:
Æ “Provide for 475-500 net additional dwellings in Battle over the Plan period 2011-2028, by developing new housing via opportunities both within the development boundary, and modest peripheral expansion opportunities that respects the setting of Battle within the High Weald AONB and supports community facilities. Æ Ensure that new development does not put pressure on local infrastructure, and that it makes appropriate contribution to community and other infrastructure.
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2.1.8 When taking current allocations into account there “remain a need to find land for 145-170 dwellings up to 2028” and is “likely to require extension to the current development boundary.”
2.1.9 Whilst the proposed development is on the edge of the proposed boundary, it is a “peripheral expansion opportunity” and will support community facilities due to the convenient location and accessibility to sustainable transport modes.
ESCC Local Transport Plan (LTP3) 2011-2026
2.1.10 The Local Area Transport Strategy is now known as ESCC Local Transport Plan 3. This policy document sets out the council’s vision for a fifteen year period up to 2026 to “make East Sussex a prosperous county where an effective, well managed transport infrastructure and improved travel choices help businesses to thrive and deliver better access to jobs and services, safer, healthier, sustainable and inclusive communities and a high quality environment.”
2.1.11 ESCC have developed key priorities in its approach to support Battle and these are summarised below:
Æ working with Rother District Council (RDC) to identify improvements to transport infrastructure improvements Æ focus on improvements to safe, coherent walking and cycling routes on key/routes corridors; Æ focus on improvements to public transport; Æ focus on reducing congestion in town centres; and Æ working with partners to improve access to key services.
Guidance for Parking at New Residential Development
2.1.12 The car and cycle parking at the proposed development will be compliant with the ESCC Guidance for Parking at New Residential Development Supplementary Planning Guidance. The East Sussex Residential Car Parking Demand Calculator will be used in order to determine appropriate car parking provision.
2.2 OTHER DEVELOPMENT COMMITMENTS
2.2.1 Following a review of planning decisions, there are no other nearby consented developments that are likely to have any impact on the highways in the vicinity of the proposed development.
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3 EXISTING CONDITIONS 3.1 SITE DESCRIPTION
3.1.1 The proposed development is bounded by the A2100 London Road to the east, Netherfield Hill to the south and west and agricultural land to the north. The site is currently used for agricultural and equestrian purposes. The location of the site and the local highway network are illustrated on Figure 1.
3.1.2 The existing access to Lillybank Farm is taken from Wattle’s Wish, north of Netherfield Road. The access is shown on Image 3-1. An informal parking arrangement is in place at the farm without demarcated parking bays or the provision of any cycle parking.
Image 3-1: Existing Site Access
3.2 LOCAL HIGHWAY NETWORK
A2100 London Road
3.2.1 A2100 London Road is a single carriageway A-road, linking Battle town centre and the A21 at Hastings to the south, to the A21 at Johns Cross to the north. The A21 is a trunk road, connecting Hastings on the south coast to the M25.
3.2.2 South of Virgin’s Lane, the A2100 London Road becomes subject to a 40mph speed limit for approximately 500m, before changing to a 30mph limit north of the town centre. The road is lit and there is a 1m wide footway along the western side of the carriageway. North of Virgin’s Lane, this changes to the national speed limit of 60mph.
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Virgin’s Lane
3.2.3 Virgin’s Lane is primarily a residential road with a speed limit of 30mph, and street lighting is present. A number of other residential streets are served from Virgin’s Lane. Image 3-2 below illustrates the A2100/Virgins Lane junction. Visibility splays from the junction measure in excess of 2.4 x 120m and are therefore appropriate for vehicle speeds of at least 70kph (43mph).
Image 3-2: Virgins Lane / A2100 London Road Junction
Netherfield Road
3.2.4 Netherfield Road is located to the south of the proposed development and is a lightly trafficked minor residential road, with some street lighting but no footway provision. Netherfield Road effectively operates as a shared space. Manual for Streets states that shared spaces work well where the volume of traffic is below 100 vehicles per hour. Traffic flows on Netherfield Road appear to be below 100 vehicles per hour, and no personal injury accidents have been recorded on Netherfield Road in the previous five years for which records are available.
3.3 ACCESSIBILITY
3.3.1 This section reviews the proposed development’s proximity and accessibility to local facilities and employment areas through the use of sustainable modes of transport.
3.3.2 Planning guidance emphasises the integration of land use, transport and planning decisions. To ensure developments are sustainable, they should be accessible to local facilities, employment opportunities and public transport services. Walking is an important means of travel at a local level and offers potential to substitute for short car trips, particularly those less than 2km. The DfT believes1 that distances of up to 2miles (3.2km) can easily be walked by the majority of people. Research has shown that approximately 25% of all journeys and 80% of journeys less than one mile (1.6km) are made on foot.
1Design Manual for Roads and Bridges: Volume 5 TA 91/05 Provision For Non-Motorised Users
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3.3.3 Cycling also provides the opportunity to substitute for short car trips, less than 5km, and to also form part of a longer journey by public transport.
3.3.4 Cycle trips vary significantly depending on age/gender. The National Travel Survey highlights that the average cycle trip is currently 3.2 miles (5.1km, NTS 2012). Local Transport Note 1/04 highlights the average distance travelled by NMUs (at that time) and suggests that “…journeys up to three times [the average distance] are not uncommon for regular commuters” accepting that ‘”fitness and physical ability, journey purpose…and conditions” are relevant factors. Whilst it is possible that cycle trips could form part of a longer journey on public transport trip, similar to the CIHT guidelines for journeys on foot, it is reasonable to conclude that cycle trips:
Æ up to 9 miles would be considered; Æ 3-6 miles can be considered acceptable; and Æ <3 miles can be considered desirable
3.3.5 The local Public Rights of Way (PROW) are shown on Figure 2, which demonstrates that there are a number of public footpaths in the area. In addition there are footway links between the formal PROWs and the highway network on the east side of the A2100 London Road. These follow a route along Bowmans Drive and Mount Joy, and provide a lit and overlooked route to the London Road/ High Street roundabout.
3.3.6 London Road is a key route for both pedestrians and cyclists to access Battle for employment opportunities and local facilities. There is a footway on the western side of the carriageway which currently ranges from approximately 0.8m-1.2m in width from Virgin’s Lane to Netherfield Road and increases in width to approximately 2m south of the A2100 London Road / Netherfield Road junction. This continues to the A2100 London Road / High Street roundabout.
3.3.7 Pedestrians are therefore provided with access to key destinations within Battle via alternative routes.
Image 3-3: A2100 London Road Looking North
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3.3.8 Battle High Street has footways on both sides of the carriageway providing convenient access for pedestrians; this road is also considered to be suitable for cycling. High Street is a key destination for local workers and residents to access a range of local facilities and Battle railway station, as shown on Image 3-4 below.
Image 3-4: High Street
Traffic Data
3.3.9 The following traffic surveys were carried out to determine existing traffic patterns;
Æ Automatic traffic count (ATC) adjacent to proposed site access on London Road – May 2015 Æ Manual classified count (MCC) at junction of London Road and Virgin’s Lane and at junction of London Road / High Street / Market Road / North Trade Road – July 2015 Æ Manual classified count (MCC) at junction of London Road and Virgin’s Lane– August 2015
3.3.10 The full survey results can be found at Appendix B.
3.3.11 The ATC survey confirmed the 85th percentile traffic speeds along the A2100 at the location of the site access to be 43.4mph (70kph) northbound (leaving Battle ) and 38.6mph (62kph) southbound (entering Battle).
3.3.12 The Manual Counts illustrate the volumes of turning traffic and also the differences between school term time and the summer holiday periods. Battle is an important tourist destination and the August survey was carried out to establish if summer holiday flows on the A2100 at the site access were significantly different to “normal” school term flows. The data shows the flows in the AM peak hour to be very similar but during August the PM peak hour the flows were 85% of the July flows. This illustrates that the summer holiday flows at the site access are unlikely to be greater than during the term-time.
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Personal Injury Accident Data
3.3.13 A review of Personal Injury Accident (PIA) records on London Road has been undertaken, and shown that two accidents occurred within the five-year study period. The full accident data is included at Appendix C.
3.3.14 Both incidents occurred in the vicinity of the junction with Netherfield Road; one occurred when a driver pulled into the path of an oncoming vehicle, resulting in a slight injury. The other occurred when a motorcyclist overtook a vehicle waiting to turn right, causing a collision.
3.3.15 It appears that both incidents occurred as a result of driver/rider error, and there are no highway safety issues that will be exacerbated by the proposed development.
Accessibility to Bus Services
3.3.16 Approximately 200m to the south of the proposed access to the development there is a bus stop on London Road opposite Virgin’s Lane. Table 3-1 below summarises the services that can be accessed from this stop. Figure 3 shows the local bus routes.
Table 3-1: Bus Services from London Road
SERVICE NUMBER& PROVIDER ROUTE DESCRIPTION SERVICE FREQUENCY 304/305 (Stagecoach in Hawkhurst – Robertsbridge – Hourly on Weekdays and Hastings) Battle – Hastings Saturdays Claverham College – 355 (Rambler Coaches) School Service Netherfield – Battle - Canadia Baldslow – Bohemia – 384 (Renown Coaches) School Service Robertsbridge College B71 (Battle Area Community Community Service Tuesdays Mountfield - Battle Transport) only B73 (Battle Area Community Battle – Robertsbridge – Community Service Tuesday Transport) Mountfield - Battle only B74 (Battle Area Community Community Service Fridays Mountfield – Netherfield – Battle Transport) only Mountfield – Netherfield – Battle B75 (Battle Area Community Community Service – Sedlescombe – Westfield – Transport) Wednesdays only Sainsbury’s Source: Traveline Southeast
3.3.17 The most frequent service is the 304/305 to access Hawkhurst and Hastings. There are also additional services available from the centre of Battle, including Service Number 95 which runs to Bexhill and the Conquest Hospital in Hastings.
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Image 3-5: Bus Service Number 95
Accessibility to Rail Services
3.3.18 Battle railway station is located approximately 2km from the proposed site access, equivalent to a 25 minute walk or six minute cycle ride. There are 20 cycle parking spaces at the station. The station is a key transport interchange for numerous destinations in the area and a summary of services is shown in Table 3-2 below.
Table 3-2: Key Destinations from Battle Railway Station
APPROXIMATE AM PEAK PM PEAK OFF-PEAK DESTINATION JOURNEY TIME FREQUENCY (08:00 – FREQUENCY FREQUENCY (MINS) 09:00) (17:00-18:00) (HOURLY)
Hastings 17 1 3 2
Sevenoaks 52 3 2 2
Tunbridge Wells 24 3 2 2
London Charing 76 2 2 2 Cross
Source: National Rail Enquiries
3.3.19 There is a range of destinations that are accessible by train and the station is at a walking distance that is considered acceptable for commuters. It is likely that residents of the site would consider using this sustainable mode of transport.
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Accessibility to Local Facilities and Employment Opportunities
3.3.20 In addition to the sustainable transport opportunities available there are numerous facilities that are also within walking distance, these are shown on Figure 4. The facilities that are available also offer employment opportunities. The approximate walking distances to key local facilities are shown below in Table 3-3.
Table 3-3: Accessibility to Local Facilities
APPROXIMATE APPROXIMATE WALKING/CYCLING FACILITY JOURNEY TIME ON JOURNEY TIME BY DISTANCE 1 2 FOOT BICYCLE Battle Library 800m 10 minutes 3 minutes Corner House Dental 950m 12 minutes 3 minutes Practice Martin Oaks Surgery (High 950m 12 minutes 3 minutes Street) Nationwide Building 1000m 13 minutes 3 minutes Society (High Street) Battle and Langton CofE 1000m 13 minutes 3 minutes Primary School The Co-operative Food 1100m 14 minutes 3 minutes (High Street) Boots Pharmacy (High 1100m 14 minutes 3 minutes Street) Claverham Community 1900m 24 minutes 6 minutes College Battle Railway Station 2000m 25 minutes 6 minutes
1Based on a walking speed of 80 metres per minute 2Based on a cycling speed of 320 metres per minute
3.3.21 In addition to this, within the town centre there are also:
Æ Numerous restaurants and public houses; Æ Estate Agents; Æ Battle Abbey; Æ St Michael’s Hospice; and Æ Hair and Beauty Salons.
Summary
3.3.22 There is an existing pedestrian and cycle network that is accessible for residents of the proposed development. Local facilities and the public transport network are also within walking distance, therefore the location of the proposed development is considered to be sustainable.
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4 DEVELOPMENT PROPOSALS Land Use
4.1.1 Lillybank Farm covers an area of approximately 3.39 hectares. The illustrative masterplan is provided in Appendix D and shows the proposals for 50 residential dwellings. The development is proposed to comprise a mix of houses and flats and will include 34% affordable housing. The proposed accommodation schedule is shown in Table 4-1 below.
Table 4-1: Proposed Accommodation Schedule
DWELLING TYPE NUMBER OF DWELLINGS PRIVATE 2-Bedroom House 4 3-Bedroom House 15 4-Bedroom House 10 5-Bedroom House 4 TOTAL 33 AFFORDABLE 1-Bedroom Flat 2 1-Bedroom House 3 2-Bedroom House 7 3-Bedroom House 5 TOTAL 17
Vehicular Access
4.1.2 It is proposed that vehicular access is taken from the east of the proposed development from A2100 London Road via a simple priority junction, this is shown in Drawing No: 11043-SK-001 Rev C.
4.1.3 The design provides visibility splays of at least 2.4 x 120m to the north and south, which is in accordance with the visibility requirements as outlined in Manual for Streets (MfS) and the Design Manual for Roads and Bridges (DMRB) for a design speed of 70kph. The measured 85th percentile speeds at the location of the proposed access were 70kph for northbound traffic, and 62kph for southbound traffic. The traffic survey data is included as Appendix B.
4.1.4 ESCC have stated in pre-application correspondence that they agree to the principle of the site access location, stating that the location is:
“considered to be a suitable distance away from nearby Virgins Lane junction but is well located relatively close to the end point of the existing 40mph speed limit where the character of the road remains slightly urbanised. The location of the access is therefore considered to be acceptable in principle. Appropriate visibility splays are also likely to be achievable.
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Pedestrian and Cycle Access
4.1.5 The proposed vehicular access onto London Road incorporates 2m wide footways on both sides of the carriageway within the development site. The footways tie in to the existing footway provision along the eastern site boundary, which connects to existing bus stops and to Battle town centre to the south.
4.1.6 The proposed development will benefit from a permeable internal layout, which will include connections to the external pedestrian and cycle networks described in Section 3 of this TS. The conveniently located external connections will assist in promoting pedestrian and cycle trips from the proposed development.
4.1.7 A pedestrian and cycle connection will also be available via the existing site access on Wattle Wish. This will not be a vehicular traffic route and will provide additional options for those travelling on foot or cycle.
Parking Provision
4.1.8 As required by ESCC’s Guidance for Parking at New Residential Development, ESCC’s calculation tool has been used to determine the level of car parking at the proposed development. The output of the tool is shown below in Table 4-2.
Table 4-2: Proposed Car Parking Provision
ALLOCATED CAR PROPOSED CAR TYPE OF DWELLING NUMBER OF UNITS PARKING PROVISION PARKING PROVISION (PER UNIT) 1-Bedroom Flat 2 1 2 (affordable) 1-Bedroom House 3 1 3 (affordable) 2-Bedroom House 7 1 7 (affordable) 3-Bedroom House 5 1 5 (affordable) 2-Bedroom House 4 1 4 (private) 3-Bedroom House 15 2 30 (private) 4-Bedroom House 10 2 20 (private) 5-Bedroom House 4 3 12 (private) TOTAL 50 83
4.1.9 In accordance with the calculation tool, a further 11 unallocated spaces for residents will be provided, and 10 unallocated spaces for visitors will also be provided. Therefore, there will be a total of 104 parking spaces across the site.
4.1.10 Within ESCC’s Guidance for Parking at New Residential Development, there are also recommended levels of cycle parking provision. Table 4-3 below shows the recommended provision per dwelling and the overall proposed provision for the development.
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Table 4-3: ESCC Cycle Parking Standards TYPE OF DWELLING SIZE (NUMBER OF BEDROOMS) CYCLE PROVISION (PER UNIT) 1 and 2 bedrooms 0.5 spaces if communal storage Flat 1 space if no communal storage Flat 3 bedrooms or more 1 space House 1 and 2 bedrooms 1 space House 3 bedrooms or more 2 spaces
4.1.11 Cycle parking on the proposed development will be provided within each property in line with the minimum standards set out in Table 4-3.
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5 TRANSPORT USE AND IMPACTS OF DEVELOPMENT PROPOSALS 5.1 EXISTING TRIP GENERATION
5.1.1 The site is currently used for agricultural purposes and a number of stables are present on the site that generate some traffic movements. However for the purposes of robustness, it is assumed that the existing trip generation associated with the site is negligible.
5.2 PREDICTED TRANSPORT USE
Vehicular Trip Rates
5.2.1 In order to accurately determine the likely trip generation characteristic of the proposed residential development, a vehicular trip rate has been derived using the TRICS database. As it is anticipated that a proportion of the dwellings will be affordable, the TRICS category ‘Mixed Private/ Non-Private Housing’ has been used.
5.2.2 The following criteria has been applied to determine the trip rates:
Æ Sites within England; Æ surveys between 01/01/07 to 11/12/14; Æ edge of town locations; Æ car ownership at greater than 1.1; and Æ development sites between 50 to 200 units.
5.2.3 Based on these criteria, seven sites were highlighted by TRICS. Trip rates have been derived from the TRICS database based on the seven sites identified. These trip rates are inclusive of all trips generated by the development, covering visitors and residents. The vehicular trip rates derived for the AM peak (08:00-09:00) and PM peak (17:00-18:00) hours are shown in Table 5-1 below. The full TRICS outputs are contained in Appendix E.
Table 5-1: Vehicular Trip Rates (Per Dwelling)
AM PEAK (08:00-09:00) PM PEAK (17:00-18:00)
Arrivals Departures Two-way Arrivals Departures Two-way
0.159 0.386 0.545 0.346 0.194 0.540
5.2.4 Table 5-2 below outlines vehicular trip generation based on 50 dwellings, using the trip rates from Table 5-1.
Table 5-2: Vehicular Trip Generation (50 dwellings)
AM PEAK (08:00-09:00) PM PEAK (17:00-18:00) Arrivals Departures Two-way Arrivals Departures Two-way 8 20 28 17 10 27
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Modal Split
5.2.5 The site lies across the boundary of the Battle Town and Darwell wards within Rother District. Method of Travel to Work data has been extracted from the 2011 Census data for the Battle Town ward to predict the mode share of the proposed development, as this ward is considered to be more representative of the transport characteristics expected from the proposed development, as it is similarly located for use of the sustainable transport network.
5.2.6 Trip generation from the development has also been calculated for other travel modes (besides car). Using the number of car driver trips (Table 5-2) and the percentage of people who travel by car (Section 3), it is possible to calculate the number of trips made by all travel modes (Table 5- 3).
Table 5-3: Predicted Peak Hour Trips by All Modes Based on Existing Mode Share
AM PEAK PM PEAK MODE SHARE METHOD OF TRAVEL TO WORK PERCENTAGE Depart Two- Depart Two- Arrivals Arrivals ures way ures way Underground, metro, light rail, tram 0% 0 0 0 0 0 0 Train 11% 1 3 4 3 2 4 Bus, minibus or coach 1% 0 0 0 0 0 0 Taxi 0% 0 0 0 0 0 0 Motorcycle, scooter or moped 1% 0 0 0 0 0 0 Driving a car or van 67% 8 19 28 17 10 27 Passenger in a car or van 5% 1 1 2 1 1 2 Bicycle 1% 0 0 0 0 0 0 On foot 14% 2 4 6 4 2 6 Other method of travel to work 0% 0 0 0 0 0 0 Source: 2011 Method of travel to work (QS701EW) for Rother (Battle Town) Ward / Consultant Calculated
5.3 DEVELOPMENT TRIP IMPACT
5.3.1 The traffic impact of the 50 dwellings on the surrounding highway network is expected to be minimal, with the traffic quickly dispersing across the network and generating a minimal increase in movements at key links and junctions.
5.3.2 Table 5-4 illustrates a summary of the results of the traffic count undertaken in July 2015 at the junction of London Road and Virgin’s Lane, showing the traffic flows on London Road north of the junction past the proposed site access.
Table 5-4: Predicted Peak Hour Trips by All Modes Based on Existing Mode Share
NORTHBOUND SOUTHBOUND PERIOD TWO-WAY FLOW FLOW FLOW
AM Peak (0800-0900) 382 330 712 PM Peak (1700-1800) 366 507 873
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5.3.3 As set out in Table 5-2, the development is expected to generate a total up to 28 two-way movements in the AM peak hour and 27 two-way movements in the PM peak hour at the Site Access/London Road junction. An estimate can be made of the proportions of left and right turning traffic from the Manual Count taken at Virgins Lane. Assuming the same proportions turning left and right at the access, the maximum traffic generation would be to the south of the site access and would be 24 movements in either peak hour.
5.3.4 As a result it is estimated that the traffic generation would result in an increase of 3.3% in the AM peak hour and of 2.7% in the PM peak hour respectively, which is not considered to be significant. The ATC data in Appendix B shows that the directional variation of peak hour traffic flows can be up to 46 vehicles per hour. In this context the additional 24 vehicles per hour on the A2100 are considered to be well within the daily variation in traffic flows at the site access.
5.3.5 The NPPF advocates only refusing planning applications where the impact is likely to be severe as set out in Paragraph 32. In this case, it is considered that the proposed development will not give rise to severe highway impacts.
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6 SUMMARY AND CONCLUSIONS 6.1 SUMMARY
6.1.1 A residential development of up to 50 dwellings is proposed on land off A2100 London Road, Battle.
6.1.2 The proposed development is in line with current policies at both a national and local level. This includes the National Planning Policy Framework, Rother Local Plan Core Strategy, ESCC Local Transport Plan 3, Guidance for Parking at New Residential Development and a review of committed local developments.
6.1.3 The site access from the A2100 can be constructed in line with the appropriate design standards in terms of scale of junction and visibility between vehicles.
6.1.4 A review of the existing transport and highway safety conditions around the proposed development has been conducted. There is a network of local PROW and footways around the proposed development and this enables access by sustainable transport modes to the local bus and rail networks as well as the range of local facilities available in Battle itself. The site is considered to be sustainable in transport terms.
6.1.5 Trip rates and travel mode shares have been developed using the TRICS database and 2011 Census Journey to Work data. A trip generation and distribution assessment was then completed and has demonstrated that the proposed development will have a negligible impact on the local highway network, with the traffic generated leading to an increase in traffic of approximately 3% on London Road during the peak hours, which is within the daily variation in traffic flows on the A2100 close to the site.
6.2 CONCLUSION
6.2.1 This TS concludes that the proposed development of up to 50 dwellings enables opportunities for sustainable travel to taken up, provides safe and suitable access for all people and the impact of the traffic generated by the proposed development can be accommodated on the surrounding highway network without any significant adverse impacts.
6.2.2 It is therefore considered that there are no transport grounds for refusing planning permission for this proposed development.
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FIGURES AND DRAWINGS
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Site Boundary
A Road
A2100 London Road L E R O C \ t n e m p o l A271 North Trade Road e v e D \ s g n i w a r D d
n A2100 High Street a
s Reproduced From The l e
d Ordnance Survey Map With o The Permission Of The M
E Controller Of Her Majesty's \ e l 0 500m 1Km t Stationery Office. Licence t a No. 100048755. Crown B
, Copyright Reserved. m r a F
k TITLE: FIGURE No: n a b y l l i L
- Lillybank Farm, Battle
3
4 1 0
1 Site Location and Local Roads 1 0 0 7 \ : S Key
Site Boundary
Footpath
Bridleway L E R O C \ t n e m p o l e v e D \ s g n i w a r D d n a
s Reproduced From The l e
d Ordnance Survey Map With o The Permission Of The M
E Controller Of Her Majesty's \ e l 0 500m 1Km t Stationery Office. Licence t a No. 100048755. Crown B
, Copyright Reserved. m r a F
k TITLE: FIGURE No: n a b y l l i L
- Lillybank Farm, Battle
3
4 2 0
1 Public Rights of Way 1 0 0 7 \ : S Key
Site Boundary
Bus Stop
Route 95
Route 304/305
Railway Station
Railway Line L E R O C \ t n To Bexhill e m p o l e v e D \ s g
n Battle Railway i w a r Station D d n a s l
e Reproduced From The d o Ordnance Survey Map With M The Permission Of The E \ To Hastings
e Controller Of Her Majesty's l t t Stationery Office. Licence a 0 250m 500m B
No. 100048755. Crown , m
r Copyright Reserved. a F
k TITLE: FIGURE No: n a b y l l i L
- Lillybank Farm, Battle
3
4 3 0
1 Public Transport 1 0 0 7 \ : S Key
Site Boundary
Railway Station
Railway Line
Leisure Facility
Library
Dentist
GP Surgery
Pharmacy
Primary School
Secondary School
Other Educational Facility
POST OFFICE Post Office
B Budgens
C The Co-operative
Convenience
C B L E R O C \ t
n POST e OFFICE m p o l e v e D \ s g n i w a r D d n a s l
e Reproduced From The d o Ordnance Survey Map With M The Permission Of The E \
e Controller Of Her Majesty's l t t Stationery Office. Licence a 0 250m 500m B
No. 100048755. Crown , m
r Copyright Reserved. a F
k TITLE: FIGURE No: n a b y l l i L
- Lillybank Farm, Battle
3
4 4 0
1 Local Facilities 1 0 0 7 \ : S LONDON ROAD
ARDFEARN
ELMHURST
THE BOTHY
STABLE COTTAGE
THE COTTAGELITTLE
VIRGINS LANE
ROWBARNS
WATTLES WISH
LONDON ROAD
)5 %/ )5 %/ )5 %/ )5 %/ )5 %/
c WSP Group Ltd
THE BOTHY BOTHY THE THE )5 )5 %/ %/ c WSP Group Ltd
Appendix A
PRE-APPLICATION CORRESPONDENCE
Sutton, Graham
From: Ben Lenton
Filed: -1 Filed Location: S:\70011043 - Lillybank Farm, Battle\B Correspondence\EAST SUSSEX CC\150804 143326 - Ben Lenton - FW Request for Pre-Application Advice - Lilybank ....msg
Dear Graham
With regards to the proposed development at Lilybank Farm and the information submitted I would like to make the following comments and observations:
The proposed location of the site access as indicated on the site plan (Drawing No. 11043-SK-001 C) is considered to be a suitable distance away from nearby Virgins Lane junction but is well located relatively close to the end point of the existing 40mph speed limit where the character of the road remains slightly urbanised. The location of the access is therefore considered to be acceptable in principle. Appropriate visibility splays are also likely to be achievable in this location (as indicated on the plan).
The proposed layout of the access is considered to be appropriate and I am satisfied that larger vehicles are able to pass comfortably once within the site; however, tracking drawings should also be provided to show that refuse/emergency vehicles can turn in and out of the site in a safe and convenient manner.
The proposed access would need to be assess from a capacity perspective as part of any formal planning application. The impact of the development on any sensitive junctions in the area would also need to be investigated.
If there are in excess of 500 daily trips generated by the development, a right turn lane on London Road may also need to provided.
As part of the proposal we are likely to require the 40mph speed limit to be extended further north to a point beyond the proposed access point. Traffic calming measures may also be required to reduce vehicle speeds accordingly. This would need to be investigated further with our Road Safety Team.
Pedestrian facilities in the vicinity of the site are also likely to require upgraded as part of the proposal and it is noted that the footway along most of the length of the A2100 south of the proposed site is particularly narrow.
The proposed access and any off-site works would need to be subject to the standard Road Safety Audit Procedure.
It should be noted that a transport statement is required for a development of this type and size and this should be submitted as part of any formal planning application (guidance attached).
With regards to the level of on-site parking required, please make use of the ESCC Parking Demand Calculator which is available on our website.
Whilst these comments should be used for guidance only I hope that they are helpful.
Please contact me should you have any further queries.
1 Regards
Ben Lenton Development Control Transport East Sussex County Council t: 01273 336114 or 07701 394528| e: [email protected] County Hall | St Anne's Crescent | Lewes | BN7 1UE
From: Ben Lenton Sent: 24 July 2015 14:35 To: '[email protected]' Subject: FW: Request for Pre-Application Advice - Lilybank Farm, Battle
Dear Graham
Thank you for your email and apologies for the delay in getting back to you.
As the highway officer that generally deals with developments in this area your query has been forwarded to me. I can confirm that the initial pre-application will be free of charge and I will provide this ASAP. Should there be a need for any further responses or meetings then this will be subject to a charge as indicated on the ESCC website.
Regards
Ben Lenton Development Control Transport East Sussex County Council t: 01273 336114 or 07701 394528| e: [email protected] County Hall | St Anne's Crescent | Lewes | BN7 1UE
From: Sutton, Graham [mailto:[email protected]] Sent: 16 July 2015 11:02 To: Development Control (Transport) Cc: McKay, Colin Subject: Request for Pre-Application Advice - Lilybank Farm, Battle
Hello,
Please find a request for pre-application advice form attached, along with a site plan, the proposed site access junction, and survey data.
In accordance with your charging schedule, I understand that there is no charge for a statutory written response for small to medium developments where proposals are straightforward. I would be grateful if you could confirm that this scheme fits these criteria, and that no charge will be applied.
Kind regards
Graham Sutton Senior Engineer
Mountbatten House, Basing View, Basingstoke. RG21 4HJ Tel: +44(0)1256 318701 www.wspgroup.co.uk www.pbworld.com
2
Appendix B
TRAFFIC SURVEY DATA
Battle ATC, London Road
Produced by PCC Traffic Information Consultancy Ltd.
Channel 1 - Northbound Average Speed Week 1
15/05/2015 16/05/2015 17/05/2015 18/05/2015 19/05/2015 20/05/2015 21/05/2015 Hr Ending Friday Saturday Sunday Monday Tuesday Wednesday Thursday 1 35.5 36.8 38.1 39.9 38.0 38.7 36.8 - 2 40.5 38.0 33.8 40.5 43.0 40.5 43.0 - 3 38.0 38.0 38.0 38.6 38.8 39.7 43.0 - 4 35.9 38.6 38.0 36.9 36.8 36.5 39.4 - 5 40.0 38.3 36.3 39.8 39.8 39.5 39.5 - 6 39.8 40.4 39.7 39.5 39.5 39.3 38.7 - 7 39.8 41.2 38.4 39.5 40.4 39.8 39.8 - 8 37.1 36.7 39.6 37.3 36.9 37.0 36.9 - 9 36.2 31.8 27.8 36.4 36.3 35.7 35.9 - 10 33.8 36.4 36.7 33.6 33.5 33.9 34.1 - 11 35.5 35.3 36.5 35.4 35.8 35.3 35.6 - 12 35.2 35.6 35.9 35.3 35.1 35.5 34.7 - 13 34.9 36.0 35.2 34.5 34.8 35.1 33.2 - 14 34.5 35.6 35.8 34.2 34.5 34.5 32.2 - 15 35.3 35.7 34.0 34.5 34.4 34.9 32.5 - 16 34.9 36.1 34.8 34.4 35.1 35.3 33.9 - 17 36.6 35.1 35.1 36.4 36.7 36.4 34.8 - 18 37.3 35.9 37.2 37.8 37.9 37.8 36.5 - 19 39.0 37.5 37.0 39.1 39.3 39.0 37.4 - 20 38.0 37.8 38.9 37.5 38.2 37.9 37.9 - 21 38.6 37.6 39.1 39.0 38.4 38.7 38.0 - 22 38.1 35.1 38.3 38.0 38.3 38.8 36.8 - 23 38.6 37.8 40.2 38.5 38.8 39.4 38.9 - 24 36.1 37.4 38.8 35.0 37.3 36.9 34.8 -
10-12 35.4 35.4 36.2 35.3 35.4 35.4 35.2 - 14-16 35.1 35.9 34.4 34.5 34.8 35.1 33.2 - 0-24 36.4 36.1 35.9 36.3 36.5 36.4 35.6 -
7 Day Ave 36.2
Channel 1 - Northbound 85th Percentile
15/05/2015 16/05/2015 17/05/2015 18/05/2015 19/05/2015 20/05/2015 21/05/2015 Hr Ending Friday Saturday Sunday Monday Tuesday Wednesday Thursday 1 43.7 43.6 44.0 48.7 48.9 53.7 43.2 - 2 43.5 43.3 38.4 43.9 43.7 43.9 43.5 - 3 43.6 43.3 43.3 43.8 43.5 43.5 43.3 - 4 43.3 53.8 48.2 43.0 43.4 43.1 43.3 - 5 48.3 43.8 38.2 48.5 43.1 48.8 43.0 - 6 43.8 43.6 43.6 43.9 43.8 43.4 43.5 - 7 43.0 49.0 43.4 43.4 43.5 43.5 43.2 - 8 43.8 43.9 48.4 43.7 43.8 43.5 43.9 - 9 43.8 43.2 38.7 43.5 43.6 38.2 43.6 - 10 38.7 43.7 43.3 38.5 38.8 38.3 38.8 - 11 43.0 44.0 43.6 38.5 43.0 38.1 43.9 - 12 43.4 43.2 43.2 43.4 43.2 43.6 43.3 - 13 38.9 43.5 43.2 38.4 38.1 38.2 38.5 - 14 38.8 38.1 43.6 38.3 43.1 38.9 38.1 - 15 43.4 44.0 38.1 43.1 43.3 43.1 38.6 - 16 44.0 43.7 38.5 43.2 43.1 43.4 38.4 - 17 43.9 43.0 43.9 44.0 43.0 43.3 39.0 - 18 43.1 43.6 43.3 43.1 43.5 43.9 43.1 - 19 43.9 43.1 43.8 43.4 43.7 43.8 43.9 - 20 43.4 43.1 43.4 43.4 43.5 43.3 43.6 - 21 43.5 43.8 43.3 48.5 43.8 43.7 43.3 - 22 43.8 43.3 43.9 43.2 43.1 48.3 43.1 - 23 43.1 43.0 48.6 43.5 48.2 43.1 43.5 - 24 43.6 43.3 43.6 38.3 43.7 43.0 43.2 -
10-12 43.5 43.4 43.4 43.6 43.5 38.3 44.0 - 14-16 43.3 43.3 38.1 43.5 43.4 43.8 38.1 - 0-24 43.6 43.9 43.6 43.2 43.1 43.3 43.0 -
7 Day Ave 43.4 Battle ATC, London Road
Produced by PCC Traffic Information Consultancy Ltd.
Channel 2 - Southbound Average Speed Week 1
15/05/2015 16/05/2015 17/05/2015 18/05/2015 19/05/2015 20/05/2015 21/05/2015 Hr Ending Friday Saturday Sunday Monday Tuesday Wednesday Thursday 1 36.2 33.6 35.3 37.9 36.1 35.2 38.0 - 2 34.2 33.0 33.0 24.2 21.3 29.7 34.1 - 3 - 18.0 32.6 - - - 18.8 - 4 33.0 30.9 28.0 25.5 33.0 33.0 - - 5 36.8 33.0 30.5 30.5 37.7 31.8 39.0 - 6 32.7 37.0 30.4 33.2 32.4 33.3 37.5 - 7 34.0 33.9 34.7 34.5 34.4 33.5 32.6 - 8 32.2 32.3 36.0 32.5 32.7 32.3 32.7 - 9 31.9 32.3 33.3 32.7 32.0 32.4 31.9 - 10 30.8 31.5 31.4 31.5 31.2 30.8 31.3 - 11 30.7 32.0 30.4 30.2 30.5 30.7 30.6 - 12 31.9 31.0 30.1 31.0 31.4 31.8 31.2 - 13 30.5 30.5 30.2 30.7 30.0 30.6 30.5 - 14 30.1 31.4 30.9 29.7 30.2 29.8 28.9 - 15 31.4 30.0 31.8 31.5 31.4 31.4 29.1 - 16 32.2 31.0 31.6 32.2 32.3 32.0 30.1 - 17 31.2 31.5 31.3 31.5 31.1 31.0 30.4 - 18 33.5 31.7 31.6 33.2 33.5 33.6 31.2 - 19 33.3 33.6 33.8 33.5 33.1 33.3 33.2 - 20 32.7 33.4 34.6 33.4 33.4 33.6 33.4 - 21 34.2 34.0 34.6 33.7 34.0 33.6 33.7 - 22 32.9 32.7 36.2 32.8 32.8 32.5 33.1 - 23 31.8 35.0 32.7 32.7 30.9 31.8 33.4 - 24 35.0 34.9 34.8 34.2 34.4 34.6 32.1 -
10-12 31.3 31.5 30.2 30.6 30.9 31.3 30.8 - 14-16 31.8 30.5 31.7 31.9 31.9 31.7 29.7 - 0-24 32.1 32.0 32.1 32.2 32.1 32.1 31.5 -
7 Day Ave 32.0
Channel 2 - Southbound 85th Percentile
15/05/2015 16/05/2015 17/05/2015 18/05/2015 19/05/2015 20/05/2015 21/05/2015 Hr Ending Friday Saturday Sunday Monday Tuesday Wednesday Thursday 1 38.3 43.4 48.0 43.1 43.7 38.4 48.2 - 2 43.5 43.3 38.7 33.6 33.5 38.1 38.3 - 3 - 25.8 33.5 - - - 25.5 - 4 - 38.2 33.6 - - - - - 5 43.5 43.5 33.2 48.1 43.2 43.6 48.7 - 6 38.4 43.2 38.5 43.2 38.3 38.8 43.8 - 7 43.8 38.6 43.7 43.1 43.8 38.5 38.3 - 8 38.8 38.4 43.8 38.4 38.1 38.2 38.7 - 9 38.7 38.9 43.4 39.0 38.5 38.9 38.4 - 10 38.7 38.5 38.9 38.5 38.8 38.4 38.8 - 11 39.0 38.2 38.7 38.5 38.8 38.3 38.7 - 12 38.3 38.7 33.1 39.0 38.3 38.8 38.4 - 13 38.5 38.7 38.6 38.2 39.0 38.2 38.1 - 14 38.4 38.6 38.7 38.4 38.8 38.4 33.4 - 15 38.7 38.8 38.0 38.4 38.7 38.2 38.3 - 16 38.2 38.2 38.4 38.3 38.9 38.9 38.7 - 17 38.4 38.8 38.4 38.5 38.9 38.6 38.3 - 18 38.5 38.2 38.3 38.1 38.4 38.4 38.8 - 19 38.8 39.0 44.0 38.5 38.1 38.4 38.2 - 20 38.5 43.1 43.8 44.0 39.0 38.9 38.6 - 21 43.4 38.1 43.7 38.6 43.8 43.6 44.0 - 22 38.5 38.8 38.4 38.9 38.7 38.9 38.2 - 23 38.2 38.4 38.7 38.7 38.4 38.5 38.9 - 24 43.6 43.5 43.3 38.4 38.0 38.3 38.1 -
10-12 38.5 38.1 38.4 38.7 38.2 38.9 39.0 - 14-16 38.7 38.1 38.4 38.1 38.2 38.3 38.6 - 0-24 38.9 38.2 38.9 38.8 38.5 38.3 38.6 -
7 Day Ave 38.6 Battle - Manual Traffic Survey, Thursday 9th July 2015
Junction: (1) London Road / Virgin's Lane
Approach: London Road (North)
Left to Virgin's Lane Ahead to London Road (South) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0700 - 0715 0 0 0 0 0 0 0 0 0 0 29 12 3 4 0 48 0715 - 0730 0 0 1 2 0 0 0 3 0 2 48 11 1 3 0 65 0730 - 0745 0 0 0 0 0 0 0 0 0 1 33 15 4 2 0 55 0745 - 0800 0 0 1 0 0 0 0 1 0 0 49 22 2 2 1 76 Hourly Total 0 0 2 2 0 0 0 4 0 3 159 60 10 11 1 244 0800 - 0815 0 0 4 0 0 0 0 4 0 1 60 22 2 7 1 93 0815 - 0830 0 0 2 0 0 0 0 2 0 0 48 11 2 2 1 64 0830 - 0845 0 0 2 0 0 0 0 2 0 0 54 19 4 5 1 83 0845 - 0900 0 0 4 0 0 0 0 4 0 0 56 13 2 5 2 78 Hourly Total 0 0 12 0 0 0 0 12 0 1 218 65 10 19 5 318 0900 - 0915 0 0 6 1 0 0 0 7 0 0 50 9 3 6 1 69 0915 - 0930 0 0 4 0 0 0 0 4 0 0 61 15 6 5 0 87 0930 - 0945 0 0 5 1 0 0 0 6 0 2 56 14 0 2 0 74 0945 - 1000 0 0 4 0 0 0 0 4 1 0 62 14 2 3 1 83 Hourly Total 0 0 19 2 0 0 0 21 1 2 229 52 11 16 2 313
Session Total 0 0 33 4 0 0 0 37 1 6 606 177 31 46 8 875
1600 - 1615 0 0 6 2 0 0 0 8 0 0 77 13 0 3 1 94 1615 - 1630 0 0 4 0 0 0 0 4 0 4 84 21 1 0 0 110 1630 - 1645 0 0 0 1 0 0 0 1 1 0 77 34 0 0 0 112 1645 - 1700 0 0 2 3 0 0 0 5 0 0 102 19 0 1 0 122 Hourly Total 0 0 12 6 0 0 0 18 1 4 340 87 1 4 1 438 1700 - 1715 0 0 4 0 0 0 0 4 1 0 104 16 2 1 1 125 1715 - 1730 0 0 7 0 0 0 0 7 0 3 118 12 1 1 0 135 1730 - 1745 0 0 1 0 0 0 0 1 1 1 87 17 0 2 0 108 1745 - 1800 0 0 3 1 0 0 0 4 0 0 103 18 1 1 0 123 Hourly Total 0 0 15 1 0 0 0 16 2 4 412 63 4 5 1 491 1800 - 1815 0 0 5 0 0 0 0 5 1 3 70 12 1 1 0 88 1815 - 1830 0 0 3 0 0 0 0 3 0 0 81 19 0 2 1 103 1830 - 1845 0 0 2 1 0 0 0 3 0 1 77 11 0 0 0 89 1845 - 1900 0 0 2 1 0 0 0 3 0 1 74 7 0 0 0 82 Hourly Total 0 0 12 2 0 0 0 14 1 5 302 49 1 3 1 362
Session Total 0 0 39 9 0 0 0 48 4 13 1054 199 6 12 3 1291 Battle - Manual Traffic Survey, Thursday 9th July 2015
Junction: (1) London Road / Virgin's Lane
Approach: Virgin's Lane
Left to London Road (South) Right to London Road (North) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0700 - 0715 0 0 8 3 0 0 0 11 0 0 1 1 0 0 0 2 0715 - 0730 0 0 5 3 0 0 0 8 0 0 3 1 0 0 0 4 0730 - 0745 0 0 11 3 0 0 0 14 0 0 0 1 0 0 0 1 0745 - 0800 0 0 14 1 0 0 0 15 0 0 2 0 0 0 0 2 Hourly Total 0 0 38 10 0 0 0 48 0 0 6 3 0 0 0 9 0800 - 0815 0 0 28 1 0 0 0 29 0 0 0 0 0 0 0 0 0815 - 0830 0 0 29 1 0 1 1 32 0 0 2 0 0 0 0 2 0830 - 0845 0 1 34 1 0 0 0 36 0 0 5 0 0 0 0 5 0845 - 0900 0 0 26 1 0 0 1 28 0 0 5 0 0 0 0 5 Hourly Total 0 1 117 4 0 1 2 125 0 0 12 0 0 0 0 12 0900 - 0915 0 0 11 1 0 0 0 12 0 1 8 1 0 0 0 10 0915 - 0930 0 0 6 0 0 0 0 6 0 0 2 0 0 0 0 2 0930 - 0945 0 0 13 3 0 0 0 16 0 0 1 0 0 0 0 1 0945 - 1000 0 0 13 2 0 0 0 15 0 0 1 0 0 0 0 1 Hourly Total 0 0 43 6 0 0 0 49 0 1 12 1 0 0 0 14
Session Total 0 1 198 20 0 1 2 222 0 1 30 4 0 0 0 35
1600 - 1615 0 0 15 2 0 0 0 17 0 0 2 0 0 0 0 2 1615 - 1630 0 0 13 2 0 0 0 15 0 0 3 2 0 0 0 5 1630 - 1645 0 0 11 3 0 0 0 14 0 0 2 0 0 0 0 2 1645 - 1700 0 0 19 4 0 0 0 23 0 0 3 0 1 0 0 4 Hourly Total 0 0 58 11 0 0 0 69 0 0 10 2 1 0 0 13 1700 - 1715 0 0 14 5 1 0 0 20 0 0 4 0 0 0 0 4 1715 - 1730 0 0 14 2 0 0 0 16 0 0 3 1 0 0 0 4 1730 - 1745 0 0 15 2 0 0 0 17 0 0 2 0 0 0 0 2 1745 - 1800 0 0 21 3 1 0 0 25 0 0 4 1 0 0 0 5 Hourly Total 0 0 64 12 2 0 0 78 0 0 13 2 0 0 0 15 1800 - 1815 0 2 8 1 0 0 0 11 0 0 4 0 0 0 0 4 1815 - 1830 0 0 6 0 0 0 0 6 0 0 3 0 0 0 0 3 1830 - 1845 0 0 5 1 0 0 0 6 0 0 1 0 0 0 0 1 1845 - 1900 0 0 4 1 0 0 0 5 0 0 1 1 0 0 0 2 Hourly Total 0 2 23 3 0 0 0 28 0 0 9 1 0 0 0 10
Session Total 0 2 145 26 2 0 0 175 0 0 32 5 1 0 0 38 Battle - Manual Traffic Survey, Thursday 9th July 2015
Junction: (1) London Road / Virgin's Lane
Approach: London Road (South)
Ahead to London Road (North) Right to Virgin's Lane TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0700 - 0715 1 2 57 28 2 1 1 92 0 0 0 0 0 0 0 0 0715 - 0730 0 0 66 37 1 2 1 107 0 0 3 1 0 1 0 5 0730 - 0745 0 0 81 28 1 6 1 117 0 0 4 0 0 0 0 4 0745 - 0800 0 2 78 21 4 1 0 106 0 0 5 0 0 0 0 5 Hourly Total 1 4 282 114 8 10 3 422 0 0 12 1 0 1 0 14 0800 - 0815 0 0 80 15 2 2 1 100 0 0 8 1 0 0 0 9 0815 - 0830 0 1 72 16 1 6 3 99 0 0 12 1 1 0 0 14 0830 - 0845 0 1 48 19 1 1 1 71 0 0 6 3 1 0 0 10 0845 - 0900 0 0 80 15 3 1 1 100 0 0 17 2 0 0 0 19 Hourly Total 0 2 280 65 7 10 6 370 0 0 43 7 2 0 0 52 0900 - 0915 0 0 68 12 4 2 1 87 0 0 17 0 0 0 0 17 0915 - 0930 0 0 87 18 4 4 2 115 0 0 9 1 0 0 0 10 0930 - 0945 1 0 63 12 1 1 1 79 0 0 2 3 0 0 0 5 0945 - 1000 0 1 84 13 5 6 2 111 0 0 6 2 0 0 0 8 Hourly Total 1 1 302 55 14 13 6 392 0 0 34 6 0 0 0 40
Session Total 2 7 864 234 29 33 15 1184 0 0 89 14 2 1 0 106
1600 - 1615 0 0 63 26 3 5 0 97 0 0 7 2 0 0 0 9 1615 - 1630 0 0 54 14 1 3 0 72 0 0 9 3 1 0 0 13 1630 - 1645 0 0 63 19 0 2 1 85 0 1 12 0 0 0 0 13 1645 - 1700 0 1 59 16 1 2 0 79 0 0 11 2 0 0 0 13 Hourly Total 0 1 239 75 5 12 1 333 0 1 39 7 1 0 0 48 1700 - 1715 0 2 86 17 0 1 0 106 0 0 13 2 0 0 0 15 1715 - 1730 0 3 72 10 0 1 2 88 0 0 22 2 0 0 0 24 1730 - 1745 0 2 68 11 1 0 0 82 0 0 17 4 0 0 0 21 1745 - 1800 0 3 61 10 0 0 1 75 0 0 17 0 0 0 0 17 Hourly Total 0 10 287 48 1 2 3 351 0 0 69 8 0 0 0 77 1800 - 1815 0 4 72 8 0 1 1 86 0 0 7 1 0 0 0 8 1815 - 1830 0 4 78 7 1 0 0 90 0 0 6 0 0 0 0 6 1830 - 1845 0 4 56 8 0 0 0 68 0 0 9 0 0 0 0 9 1845 - 1900 0 3 52 6 1 0 0 62 0 0 8 1 0 0 0 9 Hourly Total 0 15 258 29 2 1 1 306 0 0 30 2 0 0 0 32
Session Total 0 26 784 152 8 15 5 990 0 1 138 17 1 0 0 157 Battle - Manual Traffic Survey, Thursday 9th July 2015
Junction: (2) London Road / High Street / Market Road / North Trade Road
Approach: London Road
Left to High Street Ahead to Market Road Right to North Trade Road U-Turn TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0700 - 0715 0 0 17 4 1 1 0 23 0 0 0 0 0 0 0 0 0 0 19 9 0 2 0 30 0 0 0 0 0 0 0 0 0715 - 0730 0 2 32 6 0 1 0 41 0 0 1 0 0 0 0 1 0 0 24 10 4 2 0 40 0 0 0 0 0 0 0 0 0730 - 0745 0 1 21 5 2 2 0 31 0 0 2 0 0 0 0 2 0 1 17 17 3 1 0 39 0 0 0 0 0 0 0 0 0745 - 0800 1 0 33 12 0 1 1 48 0 0 8 0 0 0 0 8 0 0 31 10 2 1 0 44 0 0 0 0 0 0 0 0 Hourly Total 1 3 103 27 3 5 1 143 0 0 11 0 0 0 0 11 0 1 91 46 9 6 0 153 0 0 0 0 0 0 0 0 0800 - 0815 0 1 34 13 1 1 1 51 0 0 7 1 0 0 0 8 0 0 57 10 1 7 0 75 0 0 0 0 0 0 0 0 0815 - 0830 0 2 30 5 2 0 1 40 0 0 13 1 0 1 0 15 0 0 38 6 0 2 1 47 0 0 0 0 0 0 0 0 0830 - 0845 0 1 28 9 2 0 0 40 0 0 18 2 0 1 0 21 0 1 40 11 1 6 1 60 0 0 0 0 0 0 0 0 0845 - 0900 0 0 40 8 1 0 1 50 0 0 16 0 0 0 0 16 0 0 30 11 3 3 3 50 0 0 0 0 0 0 0 0 Hourly Total 0 4 132 35 6 1 3 181 0 0 54 4 0 2 0 60 0 1 165 38 5 18 5 232 0 0 0 0 0 0 0 0 0900 - 0915 0 0 35 5 0 1 0 41 0 0 3 1 0 0 0 4 0 0 29 5 3 5 1 43 0 0 0 0 0 0 0 0 0915 - 0930 0 1 25 4 3 0 0 33 0 0 9 0 0 0 0 9 1 0 34 10 2 5 0 52 0 0 0 0 0 0 0 0 0930 - 0945 0 0 27 5 1 0 0 33 0 0 10 2 0 0 0 12 0 1 30 11 0 2 0 44 0 0 0 0 0 0 0 0 0945 - 1000 0 1 43 6 4 0 0 54 0 0 6 0 0 0 0 6 0 1 44 12 1 3 0 61 0 0 0 0 0 0 0 0 Hourly Total 0 2 130 20 8 1 0 161 0 0 28 3 0 0 0 31 1 2 137 38 6 15 1 200 0 0 0 0 0 0 0 0
Session Total 1 9 365 82 17 7 4 485 0 0 93 7 0 2 0 102 1 4 393 122 20 39 6 585 0 0 0 0 0 0 0 0
1600 - 1615 0 0 39 8 0 0 0 47 0 0 8 1 0 0 0 9 0 0 46 7 0 2 1 56 0 0 1 0 0 0 0 1 1615 - 1630 0 2 38 12 0 0 0 52 0 0 3 0 0 0 0 3 0 1 54 16 1 1 1 74 0 0 1 0 0 0 0 1 1630 - 1645 0 0 43 9 0 0 0 52 0 0 2 0 0 0 0 2 0 0 47 20 1 0 0 68 0 0 0 0 0 0 0 0 1645 - 1700 1 2 50 12 0 0 0 65 0 0 4 1 0 0 0 5 0 1 71 17 0 1 0 90 0 0 0 0 0 0 0 0 Hourly Total 1 4 170 41 0 0 0 216 0 0 17 2 0 0 0 19 0 2 218 60 2 4 2 288 0 0 2 0 0 0 0 2 1700 - 1715 0 1 55 11 1 0 0 68 0 0 5 1 0 0 0 6 0 0 61 14 2 1 1 79 0 0 1 0 0 0 0 1 1715 - 1730 0 2 60 4 0 0 0 66 0 0 6 0 0 0 0 6 0 1 66 7 1 1 1 77 0 0 0 0 0 0 0 0 1730 - 1745 1 3 54 10 0 0 0 68 0 0 2 0 0 0 0 2 0 0 55 12 0 2 0 69 0 0 1 0 0 0 0 1 1745 - 1800 0 0 43 9 0 0 0 52 0 0 2 0 0 0 0 2 0 0 79 13 0 1 0 93 0 0 0 1 0 0 0 1 Hourly Total 1 6 212 34 1 0 0 254 0 0 15 1 0 0 0 16 0 1 261 46 3 5 2 318 0 0 2 1 0 0 0 3 1800 - 1815 0 0 47 4 0 0 0 51 0 0 0 2 0 0 0 2 2 3 39 7 0 1 0 52 0 0 0 0 0 0 0 0 1815 - 1830 3 1 57 8 0 0 1 70 0 0 3 2 0 0 0 5 0 0 32 11 0 1 0 44 0 0 0 0 0 0 0 0 1830 - 1845 0 1 50 4 0 0 0 55 0 0 2 0 0 0 0 2 0 1 30 8 0 0 0 39 0 0 0 0 0 0 0 0 1845 - 1900 0 0 48 4 0 0 0 52 0 0 9 0 0 0 0 9 0 0 25 4 0 0 0 29 0 0 0 0 0 0 0 0 Hourly Total 3 2 202 20 0 0 1 228 0 0 14 4 0 0 0 18 2 4 126 30 0 2 0 164 0 0 0 0 0 0 0 0
Session Total 5 12 584 95 1 0 1 698 0 0 46 7 0 0 0 53 2 7 605 136 5 11 4 770 0 0 4 1 0 0 0 5 Battle - Manual Traffic Survey, Thursday 9th July 2015
Junction: (2) London Road / High Street / Market Road / North Trade Road
Approach: High Street
Left to Market Road Ahead to North Trade Road Right to London Road TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0700 - 0715 0 0 3 2 0 0 0 5 1 0 56 16 0 0 3 76 0 1 23 14 1 0 0 39 0715 - 0730 0 0 6 1 0 0 0 7 0 1 60 21 1 0 0 83 1 0 37 18 2 0 1 59 0730 - 0745 0 0 6 4 0 0 1 11 0 1 48 15 1 0 0 65 0 0 34 9 0 1 0 44 0745 - 0800 0 0 12 0 0 0 0 12 0 1 60 10 2 0 1 74 0 2 35 11 2 0 0 50 Hourly Total 0 0 27 7 0 0 1 35 1 3 224 62 4 0 4 298 1 3 129 52 5 1 1 192 0800 - 0815 0 0 8 1 0 0 0 9 0 1 79 16 1 1 1 99 0 0 24 3 0 0 1 28 0815 - 0830 0 0 27 1 0 0 0 28 0 1 88 9 1 0 2 101 0 1 36 5 0 0 2 44 0830 - 0845 0 0 48 1 1 0 0 50 0 0 46 7 0 0 5 58 0 0 26 8 0 0 0 34 0845 - 0900 0 0 40 0 0 0 1 41 0 0 68 11 2 1 0 82 0 0 30 9 0 1 0 40 Hourly Total 0 0 123 3 1 0 1 128 0 2 281 43 4 2 8 340 0 1 116 25 0 1 3 146 0900 - 0915 0 0 7 1 0 0 0 8 0 0 45 15 0 0 0 60 0 0 26 5 1 0 0 32 0915 - 0930 0 0 10 0 0 0 0 10 0 0 32 7 0 0 0 39 1 0 35 6 2 0 0 44 0930 - 0945 0 0 7 1 0 0 1 9 0 0 27 7 0 0 1 35 0 0 21 9 0 1 0 31 0945 - 1000 0 0 10 4 0 0 1 15 0 0 40 10 0 0 0 50 0 1 33 8 0 0 0 42 Hourly Total 0 0 34 6 0 0 2 42 0 0 144 39 0 0 1 184 1 1 115 28 3 1 0 149
Session Total 0 0 184 16 1 0 4 205 1 5 649 144 8 2 13 822 2 5 360 105 8 3 4 487
1600 - 1615 0 0 6 1 0 0 0 7 0 0 60 7 1 0 1 69 0 0 34 9 0 1 0 44 1615 - 1630 0 0 4 3 0 0 2 9 0 0 70 10 1 1 0 82 0 0 30 8 0 1 0 39 1630 - 1645 0 0 6 0 0 0 0 6 0 2 76 8 0 0 2 88 0 0 32 5 0 0 1 38 1645 - 1700 0 0 4 0 0 0 0 4 0 1 65 11 0 0 0 77 0 1 39 10 0 0 0 50 Hourly Total 0 0 20 4 0 0 2 26 0 3 271 36 2 1 3 316 0 1 135 32 0 2 1 171 1700 - 1715 0 0 5 0 0 0 0 5 0 4 68 11 0 0 0 83 0 1 57 7 0 0 0 65 1715 - 1730 0 0 5 3 0 0 0 8 0 2 69 6 0 0 0 77 1 0 36 5 0 0 1 43 1730 - 1745 0 0 2 0 0 0 0 2 1 0 81 8 0 0 0 90 0 1 47 3 1 0 0 52 1745 - 1800 0 0 7 1 0 0 0 8 0 0 54 5 0 0 1 60 0 3 43 6 0 0 0 52 Hourly Total 0 0 19 4 0 0 0 23 1 6 272 30 0 0 1 310 1 5 183 21 1 0 1 212 1800 - 1815 0 0 6 0 0 0 0 6 0 0 46 4 3 0 1 54 0 2 27 6 0 0 0 35 1815 - 1830 1 1 5 0 0 0 0 7 0 2 50 6 0 0 0 58 0 3 39 2 0 0 0 44 1830 - 1845 0 0 3 1 0 0 0 4 0 0 41 5 1 0 0 47 0 5 33 5 0 0 0 43 1845 - 1900 0 0 2 0 0 0 0 2 0 9 50 4 1 1 0 65 0 1 26 3 0 0 0 30 Hourly Total 1 1 16 1 0 0 0 19 0 11 187 19 5 1 1 224 0 11 125 16 0 0 0 152
Session Total 1 1 55 9 0 0 2 68 1 20 730 85 7 2 5 850 1 17 443 69 1 2 2 535 Battle - Manual Traffic Survey, Thursday 9th July 2015
Junction: (2) London Road / High Street / Market Road / North Trade Road
Approach: Market Road
Left to North Trade Road Ahead to London Road Right to High Street TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0700 - 0715 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 2 0 1 0 0 3 0715 - 0730 0 0 1 0 0 0 0 1 0 0 0 1 0 0 0 1 0 0 2 1 0 0 0 3 0730 - 0745 0 0 5 1 0 0 0 6 0 0 3 0 0 0 0 3 0 0 5 0 0 0 0 5 0745 - 0800 0 0 5 0 1 0 1 7 0 0 2 0 0 0 0 2 0 0 6 2 0 0 0 8 Hourly Total 0 0 11 1 1 0 1 14 0 0 6 1 0 0 0 7 0 0 15 3 1 0 0 19 0800 - 0815 0 0 6 0 0 0 0 6 0 0 3 0 0 0 0 3 0 0 10 0 0 0 0 10 0815 - 0830 0 0 6 0 0 0 0 6 0 0 7 2 0 0 0 9 0 0 6 0 0 0 0 6 0830 - 0845 0 0 7 0 0 0 0 7 0 0 1 1 0 0 0 2 0 0 11 2 0 0 0 13 0845 - 0900 0 0 16 0 0 0 0 16 0 0 21 0 1 0 0 22 0 1 63 2 1 0 0 67 Hourly Total 0 0 35 0 0 0 0 35 0 0 32 3 1 0 0 36 0 1 90 4 1 0 0 96 0900 - 0915 0 0 9 1 0 0 0 10 0 0 9 0 0 0 1 10 0 0 27 1 0 0 0 28 0915 - 0930 0 0 1 2 0 0 0 3 0 0 5 1 0 0 0 6 0 0 15 2 0 0 0 17 0930 - 0945 0 0 2 0 0 0 0 2 0 0 4 1 0 0 0 5 0 0 8 1 0 0 0 9 0945 - 1000 0 0 6 0 0 0 0 6 0 0 5 0 0 0 0 5 0 0 5 1 0 0 0 6 Hourly Total 0 0 18 3 0 0 0 21 0 0 23 2 0 0 1 26 0 0 55 5 0 0 0 60
Session Total 0 0 64 4 1 0 1 70 0 0 61 6 1 0 1 69 0 1 160 12 2 0 0 175
1600 - 1615 0 0 16 2 0 0 0 18 0 0 5 2 0 0 0 7 0 0 5 2 0 0 0 7 1615 - 1630 0 0 11 5 0 0 0 16 0 0 6 0 0 0 0 6 0 0 8 0 0 0 0 8 1630 - 1645 0 0 7 1 0 0 0 8 0 0 4 0 0 0 0 4 0 0 8 2 0 0 0 10 1645 - 1700 0 0 8 3 0 0 0 11 0 0 5 0 0 0 0 5 0 0 4 1 0 0 1 6 Hourly Total 0 0 42 11 0 0 0 53 0 0 20 2 0 0 0 22 0 0 25 5 0 0 1 31 1700 - 1715 0 0 13 0 0 0 0 13 0 0 7 1 0 0 0 8 0 0 9 0 0 0 0 9 1715 - 1730 0 0 9 2 0 0 0 11 0 0 3 2 0 0 0 5 0 0 5 3 0 0 0 8 1730 - 1745 0 0 6 0 0 0 0 6 0 0 4 0 0 0 0 4 0 0 9 2 0 0 0 11 1745 - 1800 0 0 4 1 0 0 0 5 0 0 4 0 0 0 0 4 0 0 6 0 0 0 0 6 Hourly Total 0 0 32 3 0 0 0 35 0 0 18 3 0 0 0 21 0 0 29 5 0 0 0 34 1800 - 1815 0 0 7 1 0 0 0 8 0 0 3 1 0 0 0 4 0 0 6 0 0 0 0 6 1815 - 1830 0 0 4 1 0 0 0 5 0 0 4 0 0 0 0 4 0 0 10 2 0 0 0 12 1830 - 1845 0 0 3 1 0 0 0 4 0 0 2 0 0 0 0 2 0 0 3 0 0 0 0 3 1845 - 1900 0 0 2 1 0 0 0 3 0 0 4 2 0 0 0 6 0 0 4 0 0 0 0 4 Hourly Total 0 0 16 4 0 0 0 20 0 0 13 3 0 0 0 16 0 0 23 2 0 0 0 25
Session Total 0 0 90 18 0 0 0 108 0 0 51 8 0 0 0 59 0 0 77 12 0 0 1 90 Battle - Manual Traffic Survey, Thursday 9th July 2015
Junction: (2) London Road / High Street / Market Road / North Trade Road
Approach: North Trade Road
Left to London Road Ahead to High Street Right to Market Road U-Turn TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0700 - 0715 1 1 26 12 1 1 0 42 2 1 29 4 2 0 1 39 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0715 - 0730 0 0 41 19 0 4 0 64 0 1 43 5 1 0 1 51 0 0 1 1 0 0 0 2 0 0 0 0 0 0 0 0 0730 - 0745 0 0 60 16 1 4 1 82 1 2 53 13 0 0 1 70 0 0 7 1 0 0 0 8 0 0 1 0 0 0 0 1 0745 - 0800 0 0 49 10 3 2 0 64 0 1 48 10 1 0 0 60 0 0 9 1 0 0 0 10 0 0 0 0 0 0 0 0 Hourly Total 1 1 176 57 5 11 1 252 3 5 173 32 4 0 3 220 0 0 17 4 1 0 0 22 0 0 1 0 0 0 0 1 0800 - 0815 0 0 50 10 2 1 0 63 0 0 56 17 0 0 0 73 0 0 8 0 0 0 0 8 0 0 0 0 0 0 0 0 0815 - 0830 0 0 52 8 2 6 1 69 0 0 83 9 1 0 3 96 0 0 8 3 0 0 0 11 0 0 0 0 0 0 0 0 0830 - 0845 0 1 37 15 2 1 1 57 0 1 61 8 1 1 3 75 0 0 21 1 0 0 0 22 0 0 0 0 0 0 0 0 0845 - 0900 0 0 52 11 3 0 1 67 0 1 64 6 0 0 3 74 0 0 19 2 0 0 0 21 0 0 0 0 0 0 0 0 Hourly Total 0 1 191 44 9 8 3 256 0 2 264 40 2 1 9 318 0 0 56 6 0 0 0 62 0 0 0 0 0 0 0 0 0900 - 0915 0 0 40 8 2 2 0 52 0 0 59 5 1 1 0 66 0 0 7 2 0 0 0 9 0 0 0 0 0 0 0 0 0915 - 0930 0 0 66 11 1 4 3 85 0 1 49 11 3 1 0 65 0 0 12 0 1 0 0 13 0 0 1 0 0 0 0 1 0930 - 0945 0 0 38 9 1 1 1 50 0 2 44 12 1 1 1 61 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 0945 - 1000 0 0 55 6 3 6 3 73 0 1 54 9 0 0 0 64 0 0 5 0 0 0 0 5 0 0 1 0 0 0 0 1 Hourly Total 0 0 199 34 7 13 7 260 0 4 206 37 5 3 1 256 0 0 30 2 1 0 0 33 0 0 2 0 0 0 0 2
Session Total 1 2 566 135 21 32 11 768 3 11 643 109 11 4 13 794 0 0 103 12 2 0 0 117 0 0 3 0 0 0 0 3
1600 - 1615 0 0 34 14 2 4 0 54 1 1 56 12 0 0 2 72 0 0 6 0 0 0 0 6 0 0 0 0 0 0 0 0 1615 - 1630 0 0 30 12 1 2 0 45 1 1 55 12 1 0 1 71 0 0 4 1 0 0 0 5 0 0 0 0 0 0 0 0 1630 - 1645 0 1 37 14 0 2 0 54 1 1 84 13 0 0 1 100 0 0 9 0 0 0 0 9 0 0 0 0 0 0 0 0 1645 - 1700 0 1 39 9 1 2 0 52 0 1 64 16 0 0 0 81 0 0 7 0 0 0 0 7 0 0 0 0 0 0 0 0 Hourly Total 0 2 140 49 4 10 0 205 3 4 259 53 1 0 4 324 0 0 26 1 0 0 0 27 0 0 0 0 0 0 0 0 1700 - 1715 0 1 36 11 0 1 0 49 1 5 65 14 1 0 0 86 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 0 1715 - 1730 0 3 53 5 0 1 1 63 0 1 81 11 0 0 1 94 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 0 1730 - 1745 0 1 44 11 0 0 0 56 0 2 65 10 1 0 2 80 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 1745 - 1800 0 0 35 5 0 0 1 41 0 2 69 12 1 0 1 85 0 0 4 0 0 0 0 4 0 0 0 0 0 0 0 0 Hourly Total 0 5 168 32 0 2 2 209 1 10 280 47 3 0 4 345 0 0 15 0 0 0 0 15 0 0 0 0 0 0 0 0 1800 - 1815 0 0 49 3 0 1 0 53 2 1 70 5 0 0 0 78 0 0 2 1 0 0 0 3 0 0 0 0 0 0 0 0 1815 - 1830 0 1 42 5 1 0 0 49 3 2 68 4 0 0 0 77 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 1830 - 1845 0 1 34 4 0 0 0 39 1 2 71 8 0 0 1 83 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 1845 - 1900 0 2 30 2 1 1 0 36 0 1 67 5 0 0 0 73 0 0 2 0 0 0 0 2 0 0 0 0 0 0 0 0 Hourly Total 0 4 155 14 2 2 0 177 6 6 276 22 0 0 1 311 0 0 9 1 0 0 0 10 0 0 0 0 0 0 0 0
Session Total 0 11 463 95 6 14 2 591 10 20 815 122 4 0 9 980 0 0 50 2 0 0 0 52 0 0 0 0 0 0 0 0
Appendix C
PERSONAL INJURY ACCIDENT DATA
London Road – Battle – WSP
Collision report 01/08/2010 – 31/07/2015
Date produced 09 September 2015
The information included in this report is provided for analysis and is based on the data provided by Sussex Police. Some of the data included in this report is subjective and as such is not considered suitable for general release. In view of this it should not be transmitted to any other person in its original form, including in any report which may be available to the public. If you have any doubt regarding how this data may be used other than for analysis please contact SSRP for advice.
Produced by Sussex Safer Roads Partnership on behalf of Sussex Police
Data regarding personal injury collisions is recorded by Sussex Police in accordance with the DfT Stats 19 requirements. The data is subsequently used by Sussex Safer Roads Partnership for monitoring and planning. While every effort is made to ensure that this data is accurate, it is subject to change should further information become available.
This data may not be fully validated and while every effort is made to ensure its accuracy any statistics provided may not match those published elsewhere.
Sussex Safer Roads Partnership does not hold collision data either where there are no recorded casualties or the incident has not been reported to Sussex Police.
For further information:
web: www.sussexsaferroads.gov.uk email: [email protected]
D
A
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N
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Colour coding by SEVERITY 40.6m Fatal (0) Serious (0) Slight (2) Rosewood )
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Lily Bank Woodlands Cottage Orchard Bank
Tree Pinecroft BM 62.01m
Oak View
Black Firs Farm Springbank© Crown Cottage copyright. All rights reserved. 100019601.2015
e n Two Yews de er h et N
Well
B E Lindos E C H C L O Pine Cotta S E
50.9m N E T H E R F IE L D H
I 6 L L O rc ha rd C o tt ag Apple Acre e Rivermead Pond
Two oa ks Th e 43.7m Ho llo ws Rathvinden Cattle Grid Fle 43.6m The Hurst Pond tch ers Le Rette Stream House Cottage G ayw ood
T S R U H K A O Sunny mead Horseshoes Farm Fa
irlight
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2
1 0 0 Cactus Rustle Cottage BM 38.88m Cozy Nook
Horseshoes Farm Cozy Nook Acorns Nethe 57.8m
A Clovelly
38.9m 2 Doverha
1
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0 Cottag Birch Cottage OAKHUR Greenview ST ROAD TCB Hedgerows Oaklands
Rosecourt n
0 D 3 a i ra r b d in Holly Bank l a l e i i f e s h h w g w i S e o i l H l i V
k Greenlea W
a BM 60.69m e O h Ardfearn T
The Cottage Allotment
5 2 y h t o Gardens Malfo B
y e d h 0 B 1 rd T a 15 W 17 T Lillybank Farm 11 1 ra 44.7m ck 2
The Stable 7 23 Hillcrest L S 1 i 5 ttl t e Th a Co e b tta le ge 62.9m T C a F
o t O t 3 D 1 41 R e t S
C 9 4
7 1 5 1 S b ' u N I S G
R 1
5
l I 1 V C E art 1 59
1 8
3 1
6 VIRGIN'S 1
LANE 1
2 4 1
H
S I 2
W
R
S ' 3 O E W
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B T
T A
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N W
53.9m S 3
3 1
Thurstons
0 1
1 TCB
0 2 Melrose
T 0 4
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0 E 3
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L 0 1 O
I S 88.2m
T Moree
E
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S
67.4m k 9 c Royston
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19 7
17 7 Barrack
N Farm E
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H LB
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O D A A D O
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2 1 N O T Treetops G IN 1 L 6 T A H
W Briar Hous
4
1 Stonestack Cottage 1 7 61.3m 1 Coverpoint
Gaynes Cottage
1 4 Stream Farm Stream Farm
E
V House I
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D 1 9 97.2m
6 Bouclans 1 1 ve ro S 7 g 3 N d e
A s n 2 M i u
W o L W
O L H
I B 1
72.2m H
4
Cobwebs 1
Ashcroft 0 2
1 S E K P U D a t h
( u m Caldbec ) BM 3 Cottage 102.02m
1 Watch Oak CALDBEC HILL Cottages
1 Watts 2 The Old Mill 71.6m O 6
2 2 l 3 d 103.3m W Caldbec House H El o el The Dodo Ho Bl L u lin enheiO m Croft s g Sub Brindle N e t
D o Cottage O n Sta
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A D l il e M g
2 a
5 tt o The Ochrey House C High Croft Hammonds
Pillar L IL H C C a E B BM 107.77m ts D l L C id A e C ot Clarendon Farm t Mount View F r 4 H ia 3 Under a rs GP lt Mill P ro C vid 78.4m Fairings ot en 101.7m
ta ce
Stanhope 2 g 7 e ) Cottage m u ( th a West Court P Sundayle St Wystons Bankside BM 80.74m Bankside Cottage
Markfield
3 5 The Cottage
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3 i
7 f r i a F
82.8m 99.4m Whitehayes e h l t Windy Ridge Allotment Gardens t r t i a 2 L 8 G 29 Fair Bank
3 0 Abbey View Kelklands 3 Issues 1 The Mill Saxonbury
32 House
3
8 3 4 House The White 6 2 7 2 Cottage
) 5 m 2 12 (u th 3 Pa BM 96.46m k 14 1 5 Pa ac 8 th (um Tr Ashwood House Shelter ) 4 Caldbec 8 6 2 1 5 Court 20
2 Watch Oak Mirkwood Mount Haven LB 3
Business Park 4
6 2 The Watch
3 1 Oak
5 87.5m 1 Senlac Court )
Watchoak Ivanhoe 4 m 9 Waverley 92.4m
31 u 6 1 (
House 2
7 h
t 1 3
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ta P S b 3 u 8 Heathers 3 S 9 E l 4 St Michaels N 0 A E L IN A H C Highbank 1 Pipers Meadow 9 Stone Croft Willowside
8 1 1 Wendover 1 Foxton 37 25
M O U O N T 4 ld J 9 O 5 O Y 0
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c 3 Ketbury h 1
h 4 e a 2 p r p Old Court d a 88.6m rd Cottage P 49 5 l 1 4 a 3 c e
C 6 r H 4 e o Wellington Gardens Flambard g l D g ly OO - The Old W N c 6 a o 3 88.4m - m B b Court House
a e 3 5
3 5
1
7 19 1
7 The Deanery
4 5 0
BM 2
9 LB 5 90.81m B S M o 1 El Sub Sta 2 u NORTH TRADE ROAD 8 t 1 h 9 7 - . D 2 e 8 5 n 8 5m m Lewinscroft e 88.6 BM P Police Her Majesty's Office (c) Crown Copyright SCALE 1 : 5056 Collision data DATE 09/09/2015 London Road - Battle - WSP DRAWING No. 01/08/2010 - 31/07/2015 DRAWN BY TRAFFMAP INTERMEDIATE ACCIDENT REPORT Run on: 09/ 09/2015 AccsMap - Accident Analysis System
Details of Personal Injury Accidents for Period - 01/08/2010 to 31/07/2015 (60) months Selection: Notes: Selected using Manual Selection
Vehicles Casualties Police Ref. Day Location Description Veh No / Type / Age / Manv / Dir / Class Sex / Age / Sev Date Road No. 2nd Road No. Time Grid Ref. D/L R.S.C Weather Speed
Account of Accident Causation Factor:
1107380 Tuesday A2100 LONDON ROAD BATTLE At 22/11/2011 Junction of C0 NETHERFIELD ROAD Veh 218Car18 Stopping N to S Dri F Slight R1: A 2100 1930 hrs Veh 1 Car Turning right NWSto R2: C Darkness: street lights present E 574,506 Wet/Damp N 116,541 Fine without high winds 40 mph Causation Factor: Participant: Confidence: 1st: Inexperienced or learner driver/rider Vehicle 002 Possible 2nd: Careless/Reckless/In a hurry Vehicle 001 Very Likely 3rd: Failed to judge other persons path or speed Vehicle 001 Possible 4th: Failed to look properly Vehicle 001 Possible AT APPROXIMATELY 19.30HRS V1 WAS DRIVING ON THE A2100 TOWARDS BATTLE. AS V1 APPROACHED THE JUNCTION WITH NETHERFIELD ROAD SLOWED DOWN AS THERE WAS A VEHICLE PULLING OUT. AS SHE SLOWED DOWN THE VEHICLE ACCELERATED AND PULLED OUT IN FRONT OF HER CLIPPI NG THE OFF SIDE FRONT END OF HER CAR. BOTH VEHICLES STOPPED ON THE A2100 AND THE DRIVERS EXCHANGED NAMES, ADDRESSES AND INSURANCE DETAILS. DV1 THEN CALLED THE POLICE AND HER FATHER. AS SHE WAS DOING THIS THE FEMALE DRIVER V2, TOLD HER IT WAS HER DV1 FAULT AND THE INSURANCE COMPANY WOULD DEAL WITH IT. AT THIS POINT SHE DROVE OFF LEAVING DV1 AT THE ROADSIDE. DV1 SUSTAINED SLIGHT INJURY DURING THE COLLISION CLAIMING HER ARM WAS INJURED. A PARAMEDIC WAS CALLED AND SHE WAS TREATED AT THE SCENE.
1404794 Wednesday A2100 BATTLE AT JUNCTION OF U 20/08/2014 NETHERFIELD ROAD Veh 118M/C < 125 cc18 Go/head Eto W Dri M Slight R1: A 2100 0855 hrs Veh 2 Car61 Wait to turn right E to N R2: U Daylight:street lights present E 574,506 Dry N 116,538 Fine without high winds 60 mph Causation Factor: Participant: Confidence: 1st: Failed to look properly Vehicle 1 Very Likely 2nd: Loss of control Vehicle 1 Very Likely 3rd: Poor turn or manoevre Vehicle 1 VEHICLE ONE A MOTORCYCLE PASSED VEHICLE TWO WHO WAS TUNRING RIGHT TOWARDS BRITISH GYPSUM ALONG THE NEARSIDE. VEHICLE ONE HAS CLIPPED VEHICLE TWO WING MIRROR, CAUSING THE RIDER OF VEHICLE ONE TO FALL OF HIS MOTORCYCLE.
Registered to: West Sussex County Council 1
Appendix D
ILLUSTRATIVE MASTERPLAN
Powerlines placed underground
Powerlines placed underground
Open Existing space embankment
45.0m 44.0m
46.0m 47.0m
47.0m
48.0m 26 27 28 49.0m 29 49.0m 50.0m 30 50.0m 51.0m Retained field boundary to 51.0m form green corridor 52.0m 32 31 34 33 36 35 53.0m 15 37 45.0m 39 41 38 25 54.0m 40 24 55.0m 45.0m 16 44 Open 23 Retained field boundary to 43 space 56.0m 42 form green corridor Landscape buffer 46.0m 22 17 49 57.0m 48 47.0m 21 47 18 46 50 48.0m 45 Landscape buffer Proposed 20 57.5m 58.5m 53.5m 49.0m 54.5m 55.5m 56.5m access point
11 50.0m 19 12 10 1 51.0m Powerlines placed underground 13 2 9 53.0m 3 52.0m 14 57.5m 4
5 8 6 7
Proposed footpath cycle link
56.5m Indicative spot levels Sewer easements (8m)
Proposed Sketch Site Layout Lilybank Farm, East Sussex 15049 / SK19 Scale 1:500 @ A1 January 2016
© Copyright exists on the designs and information shown on this drawing. This drawing may be scaled to the scale bar for planning application purposes only. Do not scale for any other purpose, use figured dimensions only. Subject to site survey and all necessary OSP Architecture, Broadmede House, Farnham Business Park, Weydon Lane, Farnham, Surrey, GU9 8QT, Tel: 01252 267878, www.osparchitecture.com consents. All dimensions to be checked by user and any discrepancies, errors or omissions to be reported to the Architect before work commences. This drawing is to be read in conjunction with all other relevant materials. OS Licence no. 100007327
Appendix E
TRICS OUTPUTS
TRICS 7.2.1 040515 B17.13 (C) 2015 TRICS Consortium Ltd Friday 29/05/15 Page 1 WSP Development and Transportation Ltd Basing View Basingstoke Licence No: 100301
Calculation Reference: AUDIT-100301-150529-0505 TRIP RATE CALCULATION SELECTION PARAMETERS:
Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED VEHICLES
Selected regions and areas: 02 SOUTH EAST SC SURREY 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days 06 WEST MIDLANDS SH SHROPSHIRE 2 days WM WEST MIDLANDS 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 1 days 08 NORTH WEST CH CHESHIRE 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: 54 to 174 (units: ) Range Selected by User: 50 to 200 (units: )
Public Transport Provision: Selection by: Include all surveys
Date Range: 01/01/07 to 11/12/14
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 3 days Thursday 2 days Sunday 1 days
This data displays the number of selected surveys by day of the week.
Selected survey types: Manual count 7 days Directional ATC Count 0 days
This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.
Selected Locations: Edge of Town 7
This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.
Selected Location Sub Categories: Residential Zone 6 No Sub Category 1
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. TRICS 7.2.1 040515 B17.13 (C) 2015 TRICS Consortium Ltd Friday 29/05/15 Page 2 WSP Development and Transportation Ltd Basing View Basingstoke Licence No: 100301
Filtering Stage 3 selection:
Use Class: C 3 7 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 4 days 10,001 to 15,000 1 days 15,001 to 20,000 1 days 20,001 to 25,000 1 days
This data displays the number of selected surveys within stated 1-mile radii of population.
Population within 5 miles: 25,001 to 50,000 1 days 75,001 to 100,000 1 days 100,001 to 125,000 4 days 250,001 to 500,000 1 days
This data displays the number of selected surveys within stated 5-mile radii of population.
Car ownership within 5 miles: 1.1 to 1.5 6 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: No 7 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 040515 B17.13 (C) 2015 TRICS Consortium Ltd Friday 29/05/15 Page 3 WSP Development and Transportation Ltd Basing View Basingstoke Licence No: 100301
LIST OF SITES relevant to selection parameters
1 CH-03-A-02 HOUSES/FLATS CHESHIRE SYDNEY ROAD
CREWE Edge of Town Residential Zone Total Number of dwellings: 1 7 4 Survey date: TUESDAY 14/10/08 Survey Type: MANUAL 2 LN-03-A-01 MIXED HOUSES LINCOLNSHIRE BRANT ROAD BRACEBRIDGE LINCOLN Edge of Town Residential Zone Total Number of dwellings: 1 5 0 Survey date: TUESDAY 15/05/07 Survey Type: MANUAL 3 NY-03-A-10 HOUSES AND FLATS NORTH YORKSHIRE BOROUGHBRIDGE ROAD
RIPON Edge of Town No Sub Category Total Number of dwellings: 7 1 Survey date: TUESDAY 17/09/13 Survey Type: MANUAL 4 SC-03-A-04 DETACHED & TERRACED SURREY HIGH ROAD
BYFLEET Edge of Town Residential Zone Total Number of dwellings: 7 1 Survey date: THURSDAY 23/01/14 Survey Type: MANUAL 5 SH-03-A-02 DETATCHED SHROPSHIRE GATCOMBE WAY PRIORSLEE TELFORD Edge of Town Residential Zone Total Number of dwellings: 5 7 Survey date: SUNDAY 21/06/09 Survey Type: MANUAL 6 SH-03-A-05 SEMI-DETACHED/TERRACED SHROPSHIRE SANDCROFT SUTTON HILL TELFORD Edge of Town Residential Zone Total Number of dwellings: 5 4 Survey date: THURSDAY 24/10/13 Survey Type: MANUAL 7 WM-03-A-03 MIXED HOUSING WEST MIDLANDS BASELEY WAY ROWLEYS GREEN COVENTRY Edge of Town Residential Zone Total Number of dwellings: 8 4 Survey date: MONDAY 24/09/07 Survey Type: MANUAL
This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 7.2.1 040515 B17.13 (C) 2015 TRICS Consortium Ltd Friday 29/05/15 Page 4 WSP Development and Transportation Ltd Basing View Basingstoke Licence No: 100301
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Calculation factor: 1 DWELLS BOLD print indicates peak (busiest) period
ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days DWELLS Rate Days DWELLS Rate Days DWELLS Rate 00:00 - 01:00 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 7 94 0.074 7 94 0.289 7 94 0.363 08:00 - 09:00 7 94 0.159 7 94 0.386 7 94 0.545 09:00 - 10:00 7 94 0.147 7 94 0.200 7 94 0.347 10:00 - 11:00 7 94 0.142 7 94 0.209 7 94 0.351 11:00 - 12:00 7 94 0.218 7 94 0.188 7 94 0.406 12:00 - 13:00 7 94 0.213 7 94 0.188 7 94 0.401 13:00 - 14:00 7 94 0.195 7 94 0.180 7 94 0.375 14:00 - 15:00 7 94 0.203 7 94 0.207 7 94 0.410 15:00 - 16:00 7 94 0.278 7 94 0.186 7 94 0.464 16:00 - 17:00 7 94 0.275 7 94 0.171 7 94 0.446 17:00 - 18:00 7 94 0.346 7 94 0.194 7 94 0.540 18:00 - 19:00 7 94 0.263 7 94 0.168 7 94 0.431 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.513 2.566 5.079
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: 54 - 174 (units: ) Survey date date range: 01/01/07 - 11/12/14 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 1 Surveys manually removed from selection: 1
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 040515 B17.13 (C) 2015 TRICS Consortium Ltd Friday 29/05/15 Page 5 WSP Development and Transportation Ltd Basing View Basingstoke Licence No: 100301
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES 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 7 94 0.006 7 94 0.006 7 94 0.012 08:00 - 09:00 7 94 0.000 7 94 0.000 7 94 0.000 09:00 - 10:00 7 94 0.003 7 94 0.003 7 94 0.006 10:00 - 11:00 7 94 0.002 7 94 0.002 7 94 0.004 11:00 - 12:00 7 94 0.003 7 94 0.003 7 94 0.006 12:00 - 13:00 7 94 0.006 7 94 0.005 7 94 0.011 13:00 - 14:00 7 94 0.002 7 94 0.003 7 94 0.005 14:00 - 15:00 7 94 0.009 7 94 0.009 7 94 0.018 15:00 - 16:00 7 94 0.005 7 94 0.005 7 94 0.010 16:00 - 17:00 7 94 0.000 7 94 0.000 7 94 0.000 17:00 - 18:00 7 94 0.002 7 94 0.002 7 94 0.004 18:00 - 19:00 7 94 0.005 7 94 0.005 7 94 0.010 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.043 0.043 0.086
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: 54 - 174 (units: ) Survey date date range: 01/01/07 - 11/12/14 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 1 Surveys manually removed from selection: 1
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 040515 B17.13 (C) 2015 TRICS Consortium Ltd Friday 29/05/15 Page 6 WSP Development and Transportation Ltd Basing View Basingstoke Licence No: 100301
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES 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 7 94 0.003 7 94 0.000 7 94 0.003 08:00 - 09:00 7 94 0.002 7 94 0.003 7 94 0.005 09:00 - 10:00 7 94 0.002 7 94 0.000 7 94 0.002 10:00 - 11:00 7 94 0.005 7 94 0.006 7 94 0.011 11:00 - 12:00 7 94 0.003 7 94 0.000 7 94 0.003 12:00 - 13:00 7 94 0.000 7 94 0.003 7 94 0.003 13:00 - 14:00 7 94 0.003 7 94 0.002 7 94 0.005 14:00 - 15:00 7 94 0.002 7 94 0.005 7 94 0.007 15:00 - 16:00 7 94 0.003 7 94 0.000 7 94 0.003 16:00 - 17:00 7 94 0.000 7 94 0.002 7 94 0.002 17:00 - 18:00 7 94 0.000 7 94 0.002 7 94 0.002 18:00 - 19:00 7 94 0.000 7 94 0.000 7 94 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.023 0.023 0.046
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: 54 - 174 (units: ) Survey date date range: 01/01/07 - 11/12/14 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 1 Surveys manually removed from selection: 1
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 040515 B17.13 (C) 2015 TRICS Consortium Ltd Friday 29/05/15 Page 7 WSP Development and Transportation Ltd Basing View Basingstoke Licence No: 100301
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES 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 7 94 0.000 7 94 0.000 7 94 0.000 08:00 - 09:00 7 94 0.000 7 94 0.000 7 94 0.000 09:00 - 10:00 7 94 0.000 7 94 0.000 7 94 0.000 10:00 - 11:00 7 94 0.000 7 94 0.000 7 94 0.000 11:00 - 12:00 7 94 0.003 7 94 0.003 7 94 0.006 12:00 - 13:00 7 94 0.000 7 94 0.000 7 94 0.000 13:00 - 14:00 7 94 0.002 7 94 0.002 7 94 0.004 14:00 - 15:00 7 94 0.000 7 94 0.000 7 94 0.000 15:00 - 16:00 7 94 0.002 7 94 0.002 7 94 0.004 16:00 - 17:00 7 94 0.000 7 94 0.000 7 94 0.000 17:00 - 18:00 7 94 0.000 7 94 0.000 7 94 0.000 18:00 - 19:00 7 94 0.000 7 94 0.000 7 94 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.007 0.007 0.014
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: 54 - 174 (units: ) Survey date date range: 01/01/07 - 11/12/14 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 1 Surveys manually removed from selection: 1
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 040515 B17.13 (C) 2015 TRICS Consortium Ltd Friday 29/05/15 Page 8 WSP Development and Transportation Ltd Basing View Basingstoke Licence No: 100301
TRIP RATE for Land Use 03 - RESIDENTIAL/A - HOUSES 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 7 94 0.006 7 94 0.014 7 94 0.020 08:00 - 09:00 7 94 0.003 7 94 0.015 7 94 0.018 09:00 - 10:00 7 94 0.005 7 94 0.006 7 94 0.011 10:00 - 11:00 7 94 0.003 7 94 0.009 7 94 0.012 11:00 - 12:00 7 94 0.011 7 94 0.006 7 94 0.017 12:00 - 13:00 7 94 0.003 7 94 0.003 7 94 0.006 13:00 - 14:00 7 94 0.008 7 94 0.005 7 94 0.013 14:00 - 15:00 7 94 0.005 7 94 0.006 7 94 0.011 15:00 - 16:00 7 94 0.012 7 94 0.006 7 94 0.018 16:00 - 17:00 7 94 0.015 7 94 0.005 7 94 0.020 17:00 - 18:00 7 94 0.009 7 94 0.006 7 94 0.015 18:00 - 19:00 7 94 0.005 7 94 0.002 7 94 0.007 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.085 0.083 0.168
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: 54 - 174 (units: ) Survey date date range: 01/01/07 - 11/12/14 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 1 Surveys manually removed from selection: 1
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.