ACM Interior Design Ltd

Land at Theddingworth Road, Husbands Bosworth

Transport Statement

October 2016

Bancroft Consulting Ltd, Jarodale House, 7 Gregory Boulevard Nottingham, NG7 6LB Tel: 0115 9602919 Email: [email protected]

AUTHOR: AD CHECKED: MC APPROVED: CJB STATUS: FINAL

REPORT REF: F14135 Theddingworth Rd Husbands Bosworth - TS

DOCUMENT ISSUE RECORD

REVISION DATE DESCRIPTION

DRAFT OCT 2016 Draft issue to Project Team

FINAL MAY 2017 Final issue to Project Team

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

CONTENTS Page Number

1.0 INTRODUCTION 1

2.0 POLICY REVIEW - NEW HIGHWAY ACCESSES 3

3.0 EXISTING CONDITIONS 7

4.0 DEVELOPMENT PROPOSALS 14

5.0 TRANSPORT CONSIDERATIONS 15

6.0 SUMMARY AND CONCLUSIONS 25

TABLES

Table 1 Details of local bus services Table 2 Proposed residential development traffic generation profile Table 3 Summary results of the Theddingworth Road / Site Access T-junction with ghost island PICADY assessment

FIGURES

Figure 1 General site location plan Figure 2 Detailed site location plan Figure 3 Pedestrian isochrone (800 metres and 2 kilometres) Figure 4 Public Rights of Way Figure 5 Cyclist catchment areas (5 kilometres) Figure 6 Local bus routes Figure 7 Extract from www.crashmap.co.uk (2011-2015)

DRAWINGS

F16146/01 Rev B Proposed site access layout F14135/02 Rev A Visibility splays shown from proposed site access

APPENDICES

Appendix A Illustrative Site Masterplan Appendix B Pre-application correspondence with LCC Appendix C Inspectors Decision Notice for APP/T2405/A/11/2154502 Appendix D ATC Results Appendix E Speed survey results Appendix F LCC PIA data Appendix G TRICS output data Appendix H PICADY outputs Appendix I National statistics data

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

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1.0 INTRODUCTION

1.1 Bancroft Consulting were appointed by ACM Interior Design Ltd to provide highways and transportation advice in respect of proposals to develop up to 40 dwellings on land to the north of the A4304 Theddingworth Road in Husbands Bosworth, Leicestershire. The proposals would include provision of a new site access, and the extension of the existing 30mph speed limit within the village. Figure 1 shows the general site location in context with the surrounding area, whilst Figure 2 shows the detailed site location including local road names. Appendix A shows the current, illustrative site masterplan.

1.2 This Transport Statement has been produced following extensive pre-application discussions with the local highway authority, Leicestershire County Council (LCC). These commenced by email in November 2013, at which time Mr. Matt Lennon responded on behalf of LCC. Following a period during 2014 when the project was placed on hold, discussions recommenced in late 2014, culminating in the issue of a letter (dated 10 April 2015) to Mr. Lennon. Following the issue of this letter, further discussions were held with Mr. Kingsley Cook (also of LCC). However, it is understood both Officers have now left the authority. Appendix B contains records of all correspondence to date between Bancroft Consulting and LCC.

1.3 During pre-application discussions, it was apparent that LCC had reservations about the proposed development. These were primarily raised on the basis of Policies IN4 and IN5, as detailed in Part 1 of their adopted 6Cs Design Guide (LCC et al, updated June 2016).

1.4 Policy IN4 requires that developments be situated on appropriate roads, in safe and accessible areas, and that they do not harm the environment (including by increase of congestion). Following discussions with LCC, it is understood that the principle concern they have under IN4 is whether right-turning manoeuvres across Theddingworth Road can be safely accommodated. As a minimum LCC consider that a ghost-island junction with right-turn lane would be required, and in his email of 19 October 2015 Mr. Cook indicated that LCC would be prepared to consider matters further as part of a planning application.

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1.5 Policy IN5 states that LCC:

"...will normally apply restrictions on new accesses for vehicles and the increased use of existing accesses on:  roads with a speed limit above 40 mph… …or where measured vehicle speeds exceed 40mph;  roads with a speed limit of 40mph or less which are essentially rural in nature…”

In this particular instance, it is understood that LCC are concerned that the proposed site access is currently beyond the extent of the 30mph speed limit within the village, in an area where approach speeds exceed 40mph. Whilst they recognise that the proposed development would extend this limit, they are concerned that this will not sufficiently reduce vehicle speeds.

1.6 The objective of this report is to support a planning application for the proposed development, and to address the concerns of LCC. It seeks to demonstrate that the proposed development could be safely served by a new ghost-island access junction at Theddingworth Road (which would lie within an extension of the 30mph village speed limit). It further demonstrates that the proposals would not have any other significant adverse impacts on the surrounding highway network with regard to its safety or capacity.

1.7 In considering the proposed development and the concerns of LCC, this Transport Statement also takes into account current Government policy contained within the National Planning Policy Framework [NPPF] (DCLG, March 2012). In respect of highways and transportation issues, Paragraph 32 of the NPPF sets out the following requirements:

“All developments that generate significant amounts of movement should be supported by a Transport Statement or Transport Assessment. Plans and decisions should take account of whether: ● the opportunities for sustainable transport modes have been taken up depending on the nature and location of the site, to reduce the need for major transport infrastructure; ● safe and suitable access to the site can be achieved for all people; and

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● improvements can be undertaken within the transport network that cost effectively limit the significant impacts of the development. Development should only be prevented or refused on transport grounds where the residual cumulative impacts of development are severe.”

1.8 As well as the 6Cs Design Guide and the NPPF, this Transport Statement also takes into account current best practice and highway design guidance contained in the document ‘Manual for Streets’ [MfS] (DfT, 2007) and its companion document ‘Manual for Streets 2 – Wider Application of the Principles’ [MfS2] (CIHT, September 2010). Where appropriate, reference is also made to sections of the Design Manual for Roads and Bridges (DMRB).

1.9 Several detailed site visits have been undertaken in relation to the proposed development, the most recent of which took place on 15 September 2016, between 0930 and 1230 hours. During the site visit there were no road works within Husbands Bosworth, and the weather conditions were overcast but dry. During the site visit an additional vehicle speed survey was undertaken of vehicles approaching the proposed site access on Theddingworth Road and spot measurements of the highway in the surrounding area were taken.

2.0 POLICY REVIEW – NEW ACCESSES TO EXISTING CARRIAGEWAYS

Manual for Streets (national level)

2.1 National best practice guidance currently exists in the form of ‘Manual for Streets’ and ‘Manual for Streets 2 – Wider Application of the Principles’, as detailed above. These documents include advice on the general principles for highway design, and Paragraph 1.3.2 of Manual for Streets 2 states that “as a starting point for any scheme affecting non-trunk roads, designers should start with MfS”. Consequently, MfS should represent the overarching source of highway design guidance to assess the proposals against.

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2.2 Table 1.1 of the document highlights that MfS principles can be adopted on all 20mph and 30mph roads, as well as on 40mph and 50+ mph roads, subject to local context. Paragraph 1.3.9 notes that “the key MfS principles can be applied widely to improve the quality of highways and their application is not limited to low speed or lightly trafficked routes”.

2.3 Section 7.9 of MfS provides guidance on how to address proposals for direct frontage access, such as that being proposed. At the end of the chapter it provides the following summary (at page 96):

“Traffic flow and road safety for streets with direct frontage access”

“The relationship between traffic flow and safety for streets with direct frontage access was researched for MfS. Data on recorded accidents and traffic flow for a total of 20 sites were obtained. All of the sites were similar in terms of land use (continuous houses with driveways), speed limit (30 mph) and geometry (single carriageway roads with limited side road junctions). Traffic flows at the sites varied from some 600 vehicles per day to some 23,000 vehicles per day, with an average traffic flow of some 4,000 vehicles per day.

It was found that very few accidents occurred involving vehicles turning into and out of driveways, even on heavily-trafficked roads.

Links with direct frontage access can be designed for significantly higher traffic flows than have been used in the past, and there is good evidence to raise this figure to 10,000 vehicles per day. It could be increased further, and it is suggested that local authorities review their standards with reference to their own traffic flows and personal injury accident records…”

2.4 Notwithstanding that the proposed development would have a formal site access road rather than direct frontage access it is considered that, where direct access can function acceptably, a site access designed in accordance with all relevant standards should also be safe and suitable.

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6Cs Design Guide (local level)

2.5 Details of the local highway authority’s adopted highway layout design guidance are provided within the 6Cs Design Guide. This document also states that it takes into account current best practice advice contained in the other strategic national guidance documents such as ‘Manual for Streets’ and its companion document ‘Manual for Streets 2’.

2.6 Section IN5 of the 6Cs Design Guide sets out the adopted policy of the local highway authority regarding access to the road network. Extracts from this are summarised below in respect of their overriding principles and specifically also access to A and B class roads (noting that Theddingworth Road is the A4304).

Principles

1.27 To maintain safety and the free flow of traffic, policy in the past has discouraged new accesses onto A- and B-class roads and avoided increasing the use of existing accesses. For the future, and in line with an integrated transport policy, we will adopt a flexible policy on new connections to the road network. We will severely restrict access to the most important high-standard routes. Elsewhere, particularly in urban locations, in principle we will apply a more flexible approach. Please see paragraph 1.29 onwards for full details.

1.28 Where access is acceptable to us in principle, we will normally expect its layout to comply with the design guidance set out in Part 3. We will recommend refusal of any planning application that raises concerns about road safety. Approval for the access (and any associated development) will also depend on the planning authority where planning permission is required.

Access to A- and B-class roads

1.29 We will normally apply restrictions on new accesses for vehicles and the increased use of existing accesses on:

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. roads with a speed limit above 40 mph (that is 50mph, 60mph or 70mph) or where measured vehicle speeds are in excess of 40mph; . roads with a speed limit of 40mph or less which are essentially rural in nature; . routes where the access would affect bus-corridor or bus-priority measures being put in place; . roads that are at or near capacity (cannot carry more traffic); and . roads where there is an existing problem with road safety.

1.30 Elsewhere, we will not normally restrict new accesses for vehicles, as long as they meet the conditions of paragraph 1.28. Also, where a number of developments are proposed along a section of road, the risk of accidents occurring will be reduced if they are accessed from a service road with a single point of access on the main road.

2.7 In considering the above, it is clear that at a national level Manual for Streets guidance follows the expectations of the NPPF by advocating an evidence led approach to determining the most appropriate design solution for access. Whilst it is recognised that the research was primarily focused on 30 mph roads, the principles of Manual for Streets should be applicable to non-trunk roads with a speed limit (or vehicle speeds) of up to 50 mph.

2.8 At the local level the guidance is somewhat less clear, with Paragraph 1.27 committing to a more flexible policy on access in developed areas and on A or B class roads, such as at Husbands Bosworth. Furthermore, Paragraph 1.29 sets out how the local highway authority will “normally” apply restrictions on new accesses on “roads with a speed limit above 40 mph (that is 50mph, 60mph or 70mph) or where measured vehicle speeds are in excess of 40mph”. Clearly this does not rule out the potential for access to be considered, nor for reduced vehicle speeds to allow for creation of new accesses in areas that were previously unacceptable.

2.9 In considering the Highway Authority’s position on this matter the Inspectors Decision Notice for Appeal Reference: APP/T2405/A/11/2154502 is noted, which

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relates to the planning application for a residential development of 45 dwellings with access via St Johns, in Enderby. A copy is included at Appendix C.

2.10 The Appeal took place in September 2011 and included consideration of the effect of the proposal on highway safety. A copy of the Appeal Decision Notice is enclosed for your ease of reference, where paragraphs 27 to 36 present the Inspectors findings on the highway safety matter. In reading these comments you will note that the Highway Authority previously objected to the application on the grounds of Policy IN5, citing that St Johns (B4114) is a heavily trafficked route with access being proposed within the 50 mph speed limit [i.e. identical to the current objections].

2.11 Paragraph 32 of the Appeal Decision Notice discusses how drivers approaching the proposed access would have a good view of it and vehicles slowing to turn in or waiting to turn out, concluding this situation would not be “unduly hazardous”.

2.12 Whilst the National Planning Policy Framework and NPG documents represent current planning guidance, in light of the evidence presented within this report (alongside other Appeal Decisions on similar Policy IN5 issues) it is apparent that Policy IN5 does not give reasonable grounds to resist proposals for safe and suitable accesses designed with appropriate visibility splays and in accordance with approved geometric standards.

3.0 EXISTING CONDITIONS

3.1 Site Context

3.1.1 The site currently comprises an open grass field with a total area of approximately 2.2 hectares. The site is bound by various agricultural developments to the north and east, the A4304 Theddingworth Road to the south and existing dwellings fronting Honeypot Lane to the west, as shown in Figure 2.

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3.2 Highway layout

3.2.1 The site is currently served by a gated access at the southeastern corner of the site and to the northern edge of Theddingworth Road, a classified ‘A’ Road which extends past the site along an approximately northeast / southwest alignment. At the site frontage the carriageway currently has a width of approximately 7.3 metres. It is bound to the north by a partially overgrown verge up to 9 metres in width, which includes a footway approximately 1 metre in width. To the south it is bound by a similar, overgrown verge up to 5 metres in width. Wider footways (up to 2.5 metres in width are provided within the village (to the west), on the northern side of Theddingworth Road.

3.2.2 The A4304 Theddingworth Road at the site frontage (and to the northeast) is subject to the national speed limit at the existing access, however the speed limit reduces to 30mph at the southwestern corner of the site. At the change in speed limit, the carriageway features a 30mph roundel, 1 metre wide band of central hatching and double-height kerbs. ‘Dragon’s Teeth’ markings are also provided on southwestbound approach to the change of limit. Prominent speed limit / village gateway signage is also provided, and street lighting is provided within the 30mph limit by lamp columns located at the southern side of the carriageway.

3.2.3 Approximately 50 metres west of the site, Theddingworth Road forms a priority controlled T-junction with Honeypot Lane. Honeypot Lane is a single lane carriageway with an approximate width of 4.1 metres. The carriageway of the lane features a narrow footway (1 metre or less in width) on both sides, with a crossing point set back approximately 12 metres from the Theddingworth Road carriageway (owing to the presence of a bus lay-by immediately west of the junction).

3.3 Survey results

3.3.1 A speed survey was originally carried out at the site in March 2013. However, the data from this survey is now considered too old to be relevant to the proposed development. Notwithstanding this, the key finding of the survey was that the wet weather 85th percentile approach speed of southwestbound traffic (entering the village) was 49.0mph.

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3.3.2 In support of discussion with LCC, an Automatic Traffic Count (ATC) was conducted at a point approximately 10 metres northeast of the proposed site access location. The ATC equipment was attached to the ‘Speed Cameras’ sign at the eastern end of the existing Dragon’s Teeth markings). This ATC operated between 19th and 25th March 2015, and provided data for both vehicle flows and speeds, as included at Appendix D. A summary of the 7-day average vehicle speed data is provided below:

Mean 85th %ile Wet 85th %ile*  northeastbound: 27.4mph 33.0mph 30.5mph  southwestbound: 30.2mph 35.0mph 32.5mph *Based on predominately dry weather conditions during the week of the survey, 85%ile wet weather speeds have been calculated as per TA22/81

In addition to vehicle speed data, the ATC also recorded vehicle flows. This data identifies that approximately 7% of all traffic utilising Theddingworth Road comprises heavy vehicles (including buses, good vehicles, etc). The 5-day (weekday) average peak hour traffic flow past the proposed site access was found to be as follows:

weekday AM peak weekday PM peak hour flow (0800 to 0900) hour flow (1700 to 1800)  northeastbound 295 vehicles 314 vehicles  southwestbound 311 vehicles 252 vehicles  two-way total 606 vehicles 566 vehicles In addition to the above peak hour flows, the average two-way daily weekday flow was found to be 6,144 vehicles (a relatively flow by the standards of rural A-roads).

3.3.3 In order to further validate the survey work already completed in 2015, an additional, manual peak hour traffic count and vehicle speed survey and was conducted on 15 September 2016. The speed survey was conducted between 0930 and 1140 hours, sampling 200 vehicles travelling in each direction (400 vehicles total) under free-flow conditions. It should be noted that vehicles travelling southwestbound (entering the village) were observed at a point approximately 150 metres east of the proposed access, and therefore around 190 metres northeast

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of the existing 30mph speed limit. The results of this survey are included at Appendix E and a summary is provided below:

Mean 85th %ile Wet 85th %ile*  northeastbound: 35.4mph 40.7mph 38.2mph  southwestbound: 45.0mph 50.6mph 48.1mph *Based on predominately dry weather conditions during the week of the survey, 85%ile wet weather speeds have been calculated as per TA22/81

The peak hour counts examined the periods from 0745 to 0915 hours and 1645 to 1815 hours respectively. The results of these surveys are included at Table 1, and are summarised below:

weekday AM peak weekday PM peak hour flow (0745 to 0845) hour flow (1645 to 1745)  northeastbound 359 vehicles 359 vehicles  southwestbound 421 vehicles 325 vehicles  two-way total 780 vehicles 684 vehicles

3.3.4 With regard to vehicle speeds, it is noted that the 2015 ATC recorded lower speeds than the 2016 manual speed survey. However, this is not unexpected, as the ATC recorded speeds in the immediate vicinity of the access location, rather than on approach to it. Significantly, the wet weather 85th percentile speed for southwestbound traffic was found to be 48.1mph, which correlates closely with the value of 49.0mph recorded in 2013.

3.3.5 In relation to traffic counts, it is noted that the results of the 2015 ATC recorded flows somewhat lower than the 2016 manual count. As such, the higher values shall be used for assessment purposes within this report.

3.4 Pedestrian travel

3.4.1 Table 3.2 within The Institution of Highways and Transportation [IHT] publication ‘Guidelines for Providing for Journeys on Foot’ (IHT, 2000) describes ‘acceptable’ walking distance for pedestrians without impaired mobility. It suggests that for a commuting or school trip, up to 1000 metres is an acceptable distance, and 2000

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metres is the preferred maximum. For trips to local facilities the preferred maximum is 1200 metres.

3.4.2 Figure 3 identifies opportunities for pedestrian travel to and from the site, based on developments that are contained within an 800 metres and 2 kilometres isochrone. It shows that the whole of Husbands Bosworth is located within 800 metres (10 minutes) walk of the site. Husbands Bosworth contains various local amenities including several churches, the Husbands Bosworth Church of England Primary School, Brook House Care Home, a post office and a Public House.

3.4.3 Footways are present throughout the village and are generally of adequate width and well lit. There are no formal pedestrian crossings within the village, however based on observations made during the site visit, the highway network in the village is generally lightly trafficked (with the exception of Theddingworth Road itself). Inspection of the Rowmaps website (www.rowmaps.com) confirms that there is an off-road bridleway known as and running alongside the Grand Union Canal, which can be accessed approximately 750 metres north of the site at Broad Lane. There is another bridleway located approximately 600 metres to the southwest at Butt Lane, as shown in Figure 4.

3.5 Cycle travel

3.5.1 Local Transport Note 2/08 – Cycle Infrastructure Design (DfT, October 2008) states that ‘…many utility cycle journeys are under three miles [5 kilometres], although, for commuter journeys, a trip distance of five miles [8 kilometres] or more is not uncommon.’ [Paragraph 1.5.1, page 14].

3.5.2 Figure 5 shows a 5 kilometres radius catchment area centred on the site, which demonstrates that Theddingworth, Laughton, North Kilworth, Marston Trussell, Sibbertoft and Welford are within a comfortable cycling distance.

3.5.3 Inspection of the Sustrans National Cycle Route map shows that there are no routes on the National Cycle Network within 5 kilometres of the site. However, the LCC ‘Harborough – Rural’ Cycle Map identifies that local cycle route ‘Harb 3 – Grand Union Canal’ passes through the village. This cycle route is predominately

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off-road, and provides a route between the site and Market Harborough (approximately 9 kilometres to the east), which may be attractive to more able cyclists. This ‘Harborough – Rural’ Cycle Map is available online at https://www.leicester.gov.uk/media/169953/market-harborough-rural.pdf

3.6 Bus travel

3.6.1 Paragraph 3.81 of the 6Cs Design Guide states that to access bus stops in rural areas “…the walking distance should not be more than 800m.” The closest public bus stops are located approximately 90 and 200 metres west of the site (for northeastbound and southwestbound services, respectively). The northeastbound bus stop features a flag and pole arrangement at a bus lay-by, while and southwestbound bus stop features a bus shelter. The carriageway at both bus stops features segregated bus lay-by.

3.6.2 The above stops are served by Bus Route Number 58. Route Number 58 connects the site to Lutterworth, Lebenham and Market Harborough, at a combined weekday daytime frequency of approximately 1 service every hours in each direction. Figure 6 shows the location of the nearest bus stops to the site and Route Number 58.

3.7 Highway safety

3.7.1 An assessment of recent Personal Injury Accident records for the local area was carried out to determine whether there are any existing highway safety issues at Theddingworth that could potentially be exacerbated by any increase in movements associated with the proposed development.

3.7.2 To establish the extent of accidents that have occurred within Husbands Bosworth or on rural sections of the A4304 Theddingworth Road beyond the village, the most-recently available 5-year dataset was ordered from LCC. The supplied dataset is included at Appendix F, covers approximately 5 kilometres of the A4304 carriageway and includes a total of 9 accidents, the locations of which are summarised at Figure 7. Concise details of each accident are provided below (accidents involving pedestrians are marked in grey):

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Accident Road Surface / Day/ Number Time Weather Description Date Severity (Fig. 7) / Lighting Dry / Fine / Veh 1 (car) travelling from northwest to south along #1 29/02/12 20:13 Darkness with Slight Bell Lane did a hit and run colliding with a 52-year- street old female causing a slight injury. Veh 1 (car) travelling east along Kilworth Road turned Dry / Fine / right onto Station Road and collided with Veh 2 (car) #2 26/07/12 18:45 Serious Daylight who was travelling west along Kilworth Road and caused a serious injury. Veh 1 (car) travelling west along Kilworth Road Dry / Fine / losses control and leaves carriageway onto verge, #3 21/02/13 15:25 Slight Daylight bouncing off that and colliding with Veh 2 (car) going in the opposite direction causing a slight injury. Veh 1 (car) travelling east along Kilworth Road turned Wet / Damp / right onto Station Road and collided with Veh 2 (M/C) #4 28/02/13 19:26 Darkness with Slight who was travelling west along Kilworth Road. Veh 3 no street lights (car) also travelling west collided into Veh 2. Veh 1 (car) travelling south west along Bosworth Fine / Dry / Road fails to negotiate left bend, leaves carriageway #5 01/06/13 03:49 Darkness with Serious and collides with garden wall of house Number 1. street lights This resulted in a serious injury. Veh 1 (car) travelling north east along Theddingworth Raining / Road negotiates slight left bend, swerves right off the #6 21/10/13 13:00 Damp / Slight carriageway to avoid Veh 2 (not known) who was Daylight ahead because Veh 3 (not known) turned right onto drive. A slight injury occurred. Veh 1 (car) travelling north east along Kilworth Road Raining / crosses carriageway for unknown reason and #7 02/03/14 15:30 Damp / Serious collides with the front of Veh 2 (car) travelling in the Daylight opposite direction which resulted in a serious injury. Veh 1 (bus) travelling north east along Theddingworth Road collided into the rear of Veh 2 Fine / Dry / #8 18/08/14 08:31 Slight (car) who was waiting to turn right into private Daylight driveway. Veh 2 crosses carriageway and collided into Veh 3 (car) travelling in the opposite direction. Raining / Veh 1 (M/C) travelling unknown direction brakes for Damp / #9 25/11/15 16:00 Serious unknown reason on A4304 Station Road and falls Darkness with from machine causing a serious injury. street lights

3.7.3 In considering the above accident records, it is noted that the locations do not form any ‘clusters’ of 3 or more accidents which might suggest areas of particular concern. There were only two locations at which more than one accident occurred, which are as follows:

 A4304 / Station Road junction: 2 serious accidents (#2 and #4). At this location it is noted there is a notably substandard junction arrangement, with the minor arm intersecting the main road at a significant angle. This is likely to increase the chances of drivers pulling out failing to see other motorists, while the high-speed of the road and lack of warning for the oncoming driver may account for the resultant severity of the accidents.

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 A4304 / private access: 2 slight accidents (#6 and #8). This location is a private bellmouth access which may not meet all applicable highway design standards. It is located at a slight kink in the alignment of the A4304, and is not especially visually prominent, which may increase the risk of accidents.

3.7.4 All other accidents were isolated incidents, and were apparently caused by a wide variety factors which are unlikely to relate to the presence of nearby site accesses. These include a ‘hit and run’ collision with a pedestrian (#1) and loss of control / poor control by one or more involved vehicles (#3, #5, #6, #7 and #9). It is also noted that all but Accident #1 occurred on high-speed, rural sections of the A4304 rather than within or in close proximity to Husbands Bosworth itself. Only a single accident (#8) involved a large vehicle (a bus).

3.7.5 Whilst any accidents are regrettable, the largely-isolated incidents detailed above do not suggest any specific problems on the A4304 in the vicinity of Husbands Bosworth. In the vast majority of cases it is apparent that driver error and/or sub-standard highway layout may have contributed to the accidents. However, there is no evidence of significant safety issues within Husbands Bosworth. Notwithstanding this, further consideration will be given to the road safety implications of the proposed development and site access in Section 5 of this report.

4.0 DEVELOPMENT PROPOSALS

4.1 The proposals comprise the erection of up to 40 residential dwellings on land to the north of Theddingworth Road, at the eastern edge of Husbands Bosworth. The development would be served via a single vehicular access located towards the southwestern corner of the site, and would make provision for extension the existing 30mph limit by approximately 120 metres.

4.2 It is understood that the site would also include an area of public open space, woodland planting and sustainable drainage features. Access would also be provided to a local community garden / allotment and a small storage barn adjacent to these. This area would be provided with a gated access from within the development site and 4 parking spaces.

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5.0 TRANSPORT CONSIDERATIONS

5.1 Change in traffic conditions

5.1.1 The TRICS database was examined to identify suitable trip rates to calculate the potential peak hour and daily traffic movements that could be generated by the proposed residential development. The category ‘Residential – Houses Privately Owned’ was searched. Developments between 20 and 80 dwellings in the C3 land use category and surveyed on a weekday were included in the search criteria. Data was also limited to sites from the ‘Edge of Town’ and ‘Suburban’ category, this being considered the most comparable to Husbands Bosworth.

5.1.2 The above search produced a total of 24 surveys from 24 different sites. Following an inspection of the sites, a development of 71 dwellings in Ripon, North Yorkshire (TRICS ref: NY-03-A-10) was selected as being suitable for comparison with the proposed development. On balance, this site was deemed most comparable, as it is relatively close to a major ‘A’ road, with similar opportunities for sustainable travel and within walking distance of several local amenities. Full details of the TRICS search are contained at Appendix G.

5.1.3 The following trip rates (per dwelling) were therefore considered applicable to the proposed development:

 morning peak (0800 to 0900 hours) 0.183 arrive 0.521 depart  evening peak (1700 to 1800 hours) 0.479 arrive 0.099 depart  daily (0700 to 1900 hours) 2.368 arrive 2.409 depart

5.1.4 Based on the above trip rates, the proposed development of up 40 dwellings would generate the following vehicle movements:

 morning peak 7 arrive 21 depart 28 total  evening peak 19 arrive 4 depart 23 total  daily 95 arrive 96 depart 191 total

Table 2 shows the daily traffic generation profile for the proposed development.

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5.1.5 While it is anticipated that the proposed community gardens at the site would generate a small number of vehicular movements, it is considered that these would occur during off-peak periods and primarily at weekends. The flow associated with this leisure use is considered negligible in the context of the residential development, which has been modelled at a robust 40 dwelling threshold.

5.1.6 The former GTA document advised that developments may have a significant highway impact where increases of 30 or more two-way vehicle movements occur. The proposed traffic generation confirms that up to 28 vehicular movements could occur within one hour (based on the morning peak hour). Therefore, it is considered that the proposed traffic generation would be negligible and does not require and further detailed analysis. This is also backed up with by recent guidance contained in Paragraph 32 of the NPPF which states that ‘Development should only be prevented or refused on transport grounds where the residual cumulative impacts of development are severe’.

5.1.7 Notwithstanding the above, given the concerns raised by LCC this report includes capacity modelling of the proposed site access junction. In order to complete this it has been necessary to make an assumption about the distribution of vehicle movements associated with the site. Noting the low volume of site traffic and that the traffic flows in each direction of travel recorded by the manual traffic count were broadly comparable, a simple 50/50 split between movements to the east and west has been assumed.

5.2 Site Access – Geometry

5.2.1 The proposed site access road has been designed in accordance with Table DG1 of the 6Cs Design Guide, which provides details on the general geometry of for ‘Residential Access Roads’ serving developments of up to 50 and up to 150 dwellings from a single point of access. Given the scale of the proposed development the lower standards have been utilised. Drawing Number F14135/01 Rev A therefore shows a suitable access comprising 6 metres kerb radii and a 4.8 metres wide carriageway. A 2 metres wide footway would be provided to both sides of the carriageway, which would be extended to the west to tie into existing facilities (of equal or greater width) in this area.

F14135 Theddingworth Rd Husbands Bosworth - TS 16

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

5.2.2 Based on comments received from LCC, the site access connects Theddingworth Road via ghost-island junction has been designed with due regard to TD42/95 of the DMRB. Noting that this will be located within a 30mph limit but immediately prior to change of limit, a design speed of 40mph has been assumed. All geometries are in accord with TD42/95 with the exception of the turning lane width, which has been limited to 3 metres (the same as the ‘running’ lanes) with the aim of ensuring lower vehicle speeds (noting that Paragraph 9.4.8 of MfS2 cautions that large right-turning lanes can actually increase vehicle speeds). Splitter islands suitable for the siting of appropriate signage and lighting have also been provided, with the aim of psychologically ‘narrowing’ the carriageway, increasing the prominence of the access and encouraging lower vehicle speeds.

5.2.3 It is proposed to extend the existing 30mph speed limit approximately 120 metres to the northeast, such that this is positioned at least 90 metres beyond the new site access. LCC have indicated they may not support this, as they consider a longer speed limit may discourage compliance. However, it is noted that 30mph speed limits commonly extend throughout the entire built form of typical villages and function acceptably. Additionally, for a vehicle travelling at 30mph, a distance of 120 metres is covered in less than 10 seconds, which is not considered likely to cause significant frustration or non-compliance in drivers on Theddingworth Road.

5.2.4 With regard to site access visibility splays , MfS2 recommends within Paragraph 1.2.3 that:

“…as a starting point for any scheme affecting non-trunk roads, designers should start with MfS”.

5.2.5 Chapter 10 of MfS2 provides detailed formulae for calculating visibility splays, taking into account vehicle speeds, the percentage of HGVs and the carriageway gradient. The results of the speed survey (included at Appendix E) show that the 85th percentile speeds for vehicles travelling in both directions currently exceed 60kph. Notwithstanding that an extended speed limit and the junction design detailed above should reduce speeds, visibility splays have been calculated in accordance with the existing speeds. The gradient at the site frontage has been deemed negligible and hence a zero value has been used for gradient in both calculations.

F14135 Theddingworth Rd Husbands Bosworth - TS 17

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

5.2.6 The data contained in Appendix E show that by adopting the above approach, visibility splays of 96 metres to the southwest (toward northeastbound traffic) and 140 metres to the west (eastbound traffic) would be appropriate. Drawing Number F14135/02 Rev A confirms that these visibility splays could be achieved from the proposed access junction, from a 2.4 metres setback distance to a point one metre from the inside edge of the carriageway, within land that is either under control of the applicant or within the public highway.

5.2.7 Overall, it is considered that the proposed access can be deemed safe and suitable, being designed with referent to the standards used for junction design on the Strategic Road Network (despite Theddingworth Road not being part of SRN), providing visibility splays that allow for current traffic speeds and ensuring that right-turning traffic does not obstruct or present a hazard to southwestbound vehicles. The access is therefore considered to be in accordance with the policies outlined in Paragraph 32 of the NPPF.

5.3 Site Access – Capacity

5.3.1 Notwithstanding that the proposed development generate relatively low levels of traffic, the proposed site access junction has been tested using PICADY modelling software to establish that it would provide sufficient capacity (as detailed at Appendix H). The traffic flows used were taken from the 2016 manual survey (the highest peak hour flows observed), with a 50/50 distribution of site traffic to the east and west.

5.3.2 Table 3 provides summary results of the PICADY model. This shows very low Ratio-of-Flow to Capacity values (less than 0.1), negligible levels of queuing and minimal delay. It is therefore apparent that the proposed junction would provide ample capacity, and thus avoid any risk of stationary vehicles obstructing traffic on Theddingworth Road.

5.4 Parking

5.4.1 In accordance with Paragraph 3.174 of the 6Cs Design Guide residential developments of over 5 dwellings should use the document ‘Residential Car

F14135 Theddingworth Rd Husbands Bosworth - TS 18

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

Parking Research’ (DCLG, May 2007) to calculate the potential level of parking and the necessary parking provision to accommodate this demand. The DCLG calculation methodology is based on the specific number of rooms within each dwelling and the allocated number of spaces, which has not yet been determined at this site.

5.4.2 Without any specific details regarding the size of the proposed dwellings, the car parking requirements have been calculated for owner-occupied houses comprising between 3 and 5 bedrooms in a rural area. The document suggests the following levels of parking demand per dwelling, based on the number of allocated off-street spaces for each dwelling:

Five room house (3 bedrooms)  No allocated bays per dwelling = demand of 1.6 vehicles per house  1 allocated bay per dwelling = demand of 1.9 vehicles per house  2 allocated bays per dwelling = demand of 2.3 vehicles per house

Six room house (4 bedrooms)  No allocated bays per dwelling = demand of 1.8 vehicles per house  1 allocated bay per dwelling = demand of 2.0 vehicles per house  2 allocated bays per dwelling = demand of 2.4 vehicles per house

Eight room house (5 bedrooms)  No allocated bays per dwelling = demand of 2.5 vehicles per house  1 allocated bay per dwelling = demand of 2.5 vehicles per house  2 allocated bays per dwelling = demand of 2.6 vehicles per house

5.4.3 Based on the above, and assuming that the average dwelling comprises 6 rooms (4 bedrooms) with 2 allocated spaces, a total of 96 residential car parking spaces would be required across the site (16 of these being unallocated). In addition to the residential parking, it is noted that 4 spaces would be provided sat the small community gardens proposed within the site.

F14135 Theddingworth Rd Husbands Bosworth - TS 19

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

5.4.4 If garages are to be provided and contribute towards the provision of allocated car parking spaces, these should be constructed with minimal internal garage dimensions (in accordance with Paragraph 3.225 of the 6Cs Design Guide), as outlined below:  Standard single = 6m x 3m, with minimum door width of 2.3m  Use by disabled = 6m x 3.3m with minimum door width of 2.8m  Double = 6m x 6m, with minimum door width of 4.2m.

5.5 Servicing

5.5.1 In terms of refuse collection and servicing requirements, Paragraph 6.8.9 within MfS states that:

“Key points within the Approved Document to Part H are:  residents should not be required to carry waste more than 30 m (excluding any vertical distance) to the storage point;  waste collection vehicles should be able to get within 25 m of the storage point…”

5.5.2 As the furthest dwelling would be in excess of 55 metres from Theddingworth Road a refuse collection vehicle would need to enter the site. In line with the recommendations contained in MfS, the site should be suitable to accommodate a refuse collection vehicle parking at the kerbside adjacent to all dwellings

5.5.3 The site access has been designed in accordance with details contained within Table DG1 of the 6Cs Design Guide to serve refuse collection vehicles. As such, subject to provision of appropriate turning heads within the internal road layout, the site should satisfactorily accommodate refuse collection vehicles. This assumes that the layout satisfies the above maximum walking distances for refuse collection workers and residents.

5.5.4 Further work will be required to conclude that the site is suitable to accommodate refuse collection vehicles. Noting this, refuse vehicle tracking will be demonstrated once a final layout has been produced, using the local refuse collection vehicle. This will determine whether the internal road network and turning heads will allow

F14135 Theddingworth Rd Husbands Bosworth - TS 20

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

a refuse collection vehicle to fully enter and depart the site in forward gear, in accordance with Paragraph 7.10.3 of MfS.

5.6 Modal Split and Forecast Sustainable Trips

5.6.1 The key emphasis of the NPPF document is on the need for all new developments to be sustainable. Part of this requirement for sustainability means providing reasonable opportunities for travel to and from sites by non-car modes, confirmed within Paragraph 29 which states: “The transport system needs to be balanced in favour of sustainable transport modes, giving people a real choice about how they travel”.

5.6.2 In light of the above requirements, consideration has been given to the potential level of trips by all modes that could be generated by the proposed development. Inspection of the National Statistics website shows the following average journey to work modal split for the ‘Bosworth (Ward)’ middle super output area:

 work mainly at or from home 12.52%  by underground, metro, light rail or tram 0.07%  by train 1.99%  by bus 1.10%  by motorcycle/scooter/moped 0.44%  by car/van (as driver) 71.80%  by car/van (as passenger) 3.53%  by taxi or minicab 0.07%  on bicycle 1.18%  on foot 6.92%  other 0.37%

A copy of the output data from the website is contained at Appendix I.

5.6.3 The ‘people who work mainly at or from home’ category was removed, the modal categories consolidated where appropriate and the remaining percentages adjusted accordingly, resulting in the following modal split:

F14135 Theddingworth Rd Husbands Bosworth - TS 21

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

 by train 2.35%  by bus 1.26%  by motorcycle/scooter/moped 0.51%  by car/van (as driver) 82.07%  by car/van (as passenger) 4.04%  on bicycle 1.35%  on foot 7.91%  other 0.50%

5.6.4 To calculate the hourly amount of person trips by each mode, the following approach was adopted:  82.07% of car/van drivers is equal to 28 total car movements during the morning peak hour  28 / 82.07 equals the number of person trips per percent, or 0.341  the evening peak hour person trips can therefore be calculated by multiplying the modal percentage for each category by 0.341

5.6.5 Inspection of the traffic generation calculations for the proposed development shows that approximately 14.7% of all daily vehicle movements would occur during the busier (morning) peak hour. This results in a conversion factor of 6.80 from peak hour to daily movements [1 / 0.147].

5.6.6 Using the above process, it was possible to calculate that the proposed development would generate the following total person trips:

peak hour daily  by public transport 1 7  by motor cycle/scooter/moped 0 0  by car/van (as driver) 28 190  by car/van (as passenger) 1 7  by bicycle 0 0  on foot 3 20  other 0 0

F14135 Theddingworth Rd Husbands Bosworth - TS 22

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

5.7 Context as to access by non-car modes

5.7.1 Paragraph 32 requires that plans and decisions consider whether “…the opportunities for sustainable transport modes have been taken up depending on the nature and location of the site…”

5.7.2 The above calculations show that the proposed development would result in only minimal daily increases in demand for non-car travel. However, it is considered that the site provides extensive opportunities to increase the level of sustainable travel uptake, which will be addressed below.

5.8 Pedestrian travel

5.8.1 Based on the above calculations, the proposed development could generate up to 3 peak hour and 20 daily pedestrian movements. Drawing Number F14135/01 Rev B shows a proposed footway extending from the site access onto the A4304 Theddingworth Road. This footway would then tie into the existing facilities at the northern edge of the A4304 Theddingworth Road. The footway will then continue westbound into Husbands Bosworth and eastbound along the A4304 Theddingworth Road.

5.8.2 It is noted that LCC have raised potential concerns regarding the ability of pedestrians to cross Honeypot Lane, west of the site (where existing footways are very narrow). However, examination of this junction shows that the width of the public highway is extremely limited, with a 4.1 metres wide carriageway (just wide enough to accommodate two-way movement by light vehicles in line with Figure 6.8 of MfS). Any increased footway width would result in unacceptably narrow this carriageway width, and it is considered that a shuttle working would be inappropriate in close proximity to the junction with Theddingworth Road. It is also considered that extensive works in this vicinity could have an excessively ‘urbanising’ effect on the historic conservation area within the village.

5.8.3 Site observations indicate that, in practice, pedestrians tend to cross the lightly- trafficked Honeypot Lane by walking across the bus lay-by opposite, where they are clearly visible to oncoming motorists and low kerb upstands are provided.

F14135 Theddingworth Rd Husbands Bosworth - TS 23

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

Should LCC continue to have concerns, it is considered that the proposed development could fund the implementation of new dropped kerbs and signage to assist pedestrians at this location.

5.8.4 The relatively lightly trafficked nature of the local highway network along with the level of pedestrian facilities in Husbands Bosworth suggests that the proposed development otherwise suggest that pedestrians should be satisfactorily accommodated by the new footway and existing infrastructure.

5.9 Cycle travel

5.9.1 Whilst the results of the multi-modal trips do not suggest any cyclist movements, the relatively lightly trafficked nature of Husbands Bosworth suggest that the minimal potential cyclists could be accommodated by the local carriageways. The nearby ‘Harb 3’ route would also be of benefit to cyclists.

5.10 Public transport

5.10.1 The above details show that the proposed development could generate up to 1 hourly and 7 daily movements by public transport. There is one public bus service within 400 metres walking distance of the site (Route Number 58). This service operates at a frequency of approximately 1 service every 3 hours.

5.10.2 The 6Cs Design Guide recommends that rural areas should provide bus services with a combined daily frequency of 1 service per hour. Whilst the bus services in Husbands Bosworth have a lower frequency Paragraph 29 of the NPPF states that opportunities for sustainable travel should be taken up depending on the “nature and location” of the site. It can be considered that there is a lack of demand for bus travel from Husbands Bosworth and therefore an increase of 7 daily passengers on the existing services should easily be accommodated and may actually help increase revenue, allowing higher frequencies in the future.

F14135 Theddingworth Rd Husbands Bosworth - TS 24

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

6.0 SUMMARY AND CONCLUSIONS

6.1 Bancroft Consulting were appointed by ACM Interior Design Ltd to provide highways and transportation advice in respect of proposals to develop up to 40 dwellings on land to the north of the A4304 Theddingworth Road in Husbands Bosworth, Leicestershire. The proposals would include provision of a new site access, and the extension of the existing 30mph speed limit within the village.

6.2 The main findings of this statement can be summarised as follows:

 The proposed development would generate up to 28 two-way vehicular movements (based on the evening peak hour) which would equate to approximately 1 trip every 2 minutes. This does not represent a significant change in traffic conditions, and should not warrant any further detailed assessment of the impact of the proposed development on the surrounding highway network.

 Drawing Number F14135/01 Rev B shows the general layout of the proposed site access, which meets the requirements within Table DG1 of the 6Cs Design Guide and includes provision of a prominent ghost-island junction with right-turn lane. The access itself is includes a 4.8 metres wide carriageway, with 6 metres kerb radii and 2 metres wide footways to the northeastern edge of the carriageway. Furthermore, an improved footway to the northern edge of Theddingworth Road would be constructed to provide pedestrian access into the village.

 In considering the Highway Authority’s position on Policy IN5 this matter the Inspectors Decision Notice for Appeal Reference: APP/T2405/A/11/2154502 is noted, relating to a planning application for a residential development of 45 dwellings in Enderby. Paragraph 32 of the Appeal Decision Notice discusses how drivers approaching the proposed access would have a good view of it and vehicles slowing to turn in or waiting to turn out, concluding this situation would not be “unduly hazardous”. It is considered that Policy IN5 does not give reasonable grounds to resist proposals for safe and suitable accesses designed with appropriate visibility splays and in accordance with approved geometric standards.

F14135 Theddingworth Rd Husbands Bosworth - TS 25

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

 Based on the results of the speed survey visibility splays of 2.4 x 96 metres to the southwest and 2.4 x 140 metres to the west are also shown at Drawing Number F14135/02. It is demonstrated that these splays can be achieved within land that is either under the control of the applicant or that appears to be public highway. Such splays are based on the current approach speeds, and can thus be considered a ‘worst-case’, as the new site access and extend speed limit would have the effect of reducing local traffic speeds.

 The capacity of the proposed site access has been tested and found to be ample for recorded traffic flows.

 Any future site masterplan should reflect the parking requirements set out in the Residential Car Parking Research as recommended in the 6Cs design guidance for residential developments of up to 40 dwellings. The proposed development could likely generate an overall demand for approximately 96 car parking spaces, assuming an average dwelling size of 6 rooms with 2 allocated spaces.

 The proposed development should generate only a minimal increase in demand for travel by non-car modes such as walking, cycling, and public transport, which could be satisfactorily accommodated via existing infrastructure. It is recognised that pedestrian crossing movements at Honeypot Lane are non-standard, but also that the confined public highway at this point limits the ability to improve footways on Honeypot Lane.

 Inspection of Personal Injury Accident data obtained from Leicestershire County Council for the surrounding area indicates that there are no existing highway safety concerns in the vicinity of the site and it can be concluded that the additional traffic movements associated with the proposed development should not lead to any increased risk of collisions.

6.3 This Transport Statement has identified a safe and suitable access arrangement for the proposed development that would meet current design requirements set out in Table DG1 of the 6Cs Design Guide. It also confirms that the site is in a reasonably sustainable location. Furthermore, the potential traffic increases associated with the proposed development would not be significant and so the development would have no severe off-site impact, thus meeting the requirements

F14135 Theddingworth Rd Husbands Bosworth - TS 26

LAND AT THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRANSPORT STATEMENT

OCTOBER 2016

of Paragraph 32 of the NPPF. As a result, subject to delivery of a site access in accordance with Drawing Number F14135/01 Rev B it is considered that the site represents good opportunity for residential development that should therefore receive the support of the local highway authority.

F14135 Theddingworth Rd Husbands Bosworth - TS 27

A4304 THEDDINGWORTH ROAD (AM) TOTAL Time Period SOUTHWESTBOUND NORTHEASTBOUND

Lights HGV Total Lights HGV Total H/T 0730-0745 0745-0800 88 9 97 85 7 92 0800-0815 97 9 106 99 8 107 0815-0830 102 7 109 78 6 84 0830-0845 101 8 109 71 5 76 780 0845-0900 58 4 62 72 7 79 732 0900-0915 61 8 69 66 5 71 659 0915-0930

Hourly Total 388 33 421 333 26 359

A4304 THEDDINGWORTH ROAD (PM) TOTAL Time Period SOUTHWESTBOUND NORTHEASTBOUND

Lights HGV Total Lights HGV Total H/T 1630-1645 1645-1700 78 7 85 76 5 81 1700-1715 63 3 66 77 5 82 1715-1730 83 4 87 87 3 90 1730-1745 84 3 87 102 4 106 684 1745-1800 68 3 71 83 5 88 677 1800-1815 52 5 57 75 3 78 664 1815-1830

Hourly Total 308 17 325 342 17 359

TABLE 1: SUMMARY OF THEDDINGWORTH ROAD, HUSBANDS BOSWORTH TRAFFIC COUNT - 15/09/2016 Trip Rates (per dwelling) Traffic Generation (40 dwellings) Time Period Arrive Depart Arrive Depart Total 07:00-08:00 0.056 0.296 2 12 14 08:00-09:00 0.183 0.521 7 21 28 09:00-10:00 0.141 0.169 6 7 13 10:00-11:00 0.127 0.127 5 5 10 11:00-12:00 0.127 0.141 5 6 11 12:00-13:00 0.155 0.127 6 5 11 13:00-14:00 0.127 0.197 5 8 13 14:00-15:00 0.141 0.197 6 8 14 15:00-16:00 0.268 0.183 11 7 18 16:00-17:00 0.310 0.169 12 7 19 17:00-18:00 0.479 0.099 19 4 23 18:00-19:00 0.254 0.183 10 7 17 Daily 2.368 2.409 95 96 191

TABLE 2: PROPOSED RESIDENTIAL DAILY TRAFFIC GENERATION PROFILE (WEEKDAY) Lutterworth Road Site Access (Northeast)

Traffic scenario Left/Right Right

2016 'with development' traffic flows - AM peak RFC value 0.06 0.005 max queue (vehs) 0.1 0.0 av. delay (mins/veh) 0.15 0.09

2016 'with development' traffic flows - PM peak RFC value 0.011 0.015 max queue (vehs) 0.0 0.0 av. delay (mins/veh) 0.14 0.09

TABLE 3: SUMMARY RESULTS OF THE LUTTERWORTH ROAD/SITE ACCESS T-JUNCTION WITH GHOST ISLAND PICADY ASSESSMENT ©Crown copyright. All rights reserved. OS Licence number 100044404

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SITE

CLIENT: JOB TITLE: SCALE: Do Not Scale ACM INTERIOR DESIGN LTD THEDDINGWORTH ROAD, HUSBANDS BOSWORTH DATE: 12.09.16 TITLE: JOB NUMBER: FIGURE: DRAWN: KH GENERAL SITE LOCATION PLAN F14135 1 ©Crown copyright. All rights reserved. OS Licence number 100044404

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SITE

SITE

CLIENT: JOB TITLE: SCALE: Do Not Scale ACM INTERIOR DESIGN LTD THEDDINGWORTH ROAD, HUSBANDS BOSWORTH DATE: 12.09.16 TITLE: JOB NUMBER: FIGURE: DRAWN: KH DETAILED SITE LOCATION PLAN F14135 2 ©Crown copyright. All rights reserved. OS Licence number 100044404

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SITE

CLIENT: JOB TITLE: SCALE: Do Not Scale ACM INTERIOR DESIGN LTD THEDDINGWORTH ROAD, HUSBANDS BOSWORTH DATE: 12.09.16 TITLE: JOB NUMBER: FIGURE: DRAWN: KH PEDESTRIAN ISOCHRONE (800 METRES AND 2 KILOMETRES) F14135 3 ©Crown copyright. All rights reserved. OS Licence number 100044404

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SITE

KEY

PUBLIC FOOTPATHS

BRIDLEWAY

GRAND UNION CANAL (OFF-ROAD BRIDLEWAY)

CLIENT: JOB TITLE: SCALE: Do Not Scale ACM INTERIOR DESIGN LTD THEDDINGWORTH ROAD, HUSBANDS BOSWORTH DATE: 12.09.16 TITLE: JOB NUMBER: FIGURE: DRAWN: KH PUBLIC RIGHTS OF WAY F14135 4 ©Crown copyright. All rights reserved. OS Licence number 100044404

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SITE

CLIENT: JOB TITLE: SCALE: Do Not Scale ACM INTERIOR DESIGN LTD THEDDINGWORTH ROAD, HUSBANDS BOSWORTH DATE: 12.09.16 TITLE: JOB NUMBER: FIGURE: DRAWN: KH CYCLIST CATCHMENT AREA (5 KILOMETRES) F14135 5 ©Crown copyright. All rights reserved. OS Licence number 100044404

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SITE

KEY Routes 58 Bus stop

CLIENT: JOB TITLE: SCALE: Do Not Scale ACM INTERIOR DESIGN LTD THEDDINGWORTH ROAD, HUSBANDS BOSWORTH DATE: 12.09.16 TITLE: JOB NUMBER: FIGURE: DRAWN: KH LOCAL BUS ROUTES F14135 6 5 N

8 SITE 6

1

7 3 2 4 9 KEY

x = Vehicle = Cyclist = Pedestrian

x = Slight

x = Serious

x = Fatal

CLIENT: JOB TITLE: SCALE: Do Not Scale ACM INTERIOR DESIGN LTD THEDDINGWORTH ROAD, HUSBANDS BOSWORTH DATE: 12.09.16 TITLE: JOB NUMBER: FIGURE: DRAWN: KH PERSONAL INJURY ACCIDENT DATA 2011 TO 2016 (OBTAINED FROM LCC) F14135 7

Post & Wire Fence ht 1.1m 141.0

007* Group, mixed species

C2 141.5

RPA for 007 141.5

Grass 142.0

142.0

141.0

142.0

142.5

142.5 PInv 141.5 Trees & Bushes TCL:

Grass 171.38 142.5 G3.2

011 141.46

Poplar

143.0 Trees & B2

143.0 Bushes 142.0 Sp 008* Post & Wire Fence ht 1.1m

Group, mixed species

141.59 143.0 C2

Tarmac

143.5

142.5 Post & Rail Fence ht 1m Sp 143.5 141.74

141.92 143.5 ELC

Post & Wire Fence ht 1.1m No Cover

144.0 143.0

Trees & 141.93 Bushes 142.09

Grass 144.0 TCL: 010* 154.33 Poplar

142.22

MG 142.09

144.0 C1 143.5 Gy 141.95 TCL: 009

001159.18 Sycamore 142.21 Sign 144.5 SycamoreG2.4 C1 G3 B1 012* 142.469 142.39 Cherry, wild

B1 142.40

144.0 144.5 Vegetation MH Tarmac 142.37 142.57 Sp

142.67

Grass Grass 144.5 142.74

Grass Post & Wire FenceOpen ht Panel1m Fence ht 1.4m

145.0 145.0 TCL: 142.96 TCL: 167.22 015 CTV Open Panel Fence ht 1.9m 164.43 Ash, Common Tarmac C1 MG Stay MG CVR 002MG 014 142.96 TWL G0.7 TCL: 143.32 148.31 MG Sycamore 161.35 Sycamore

003 B1&2 016* C1 RPA for 019 Stay

Sycamore 145.0 Tp 143.30 Gy 145.5 Sycamore Wall

B1&2 TCL: Grass Wall ht 1.3m 145.5 163.06 C1 ht 2.1m 143.19 Tp (A4304) Theddingworth Road Wall R/Wall ht 2.1m MG 004 Sycamore 143.71 B1&2 TCL: 151.85 143.43

MG

146.0 146.0 143.99 CVR Small Trees

R/Wall & Bushes

143.64 143.64 146.0

Grass MG 146.5 MG 144.31 MG G2 TWL 148.28 144.555 143.96 MG Post & Wire Fence ht 1m Grass CTV TCL: Open Panel Fence ht 1.4m 144.68 161.27

MG 013* 144.29 146.5 Group, mixed species Sign TCL: C2 019

165.94 Sycamore 146.5 G0.5 Tp 005 C2 Pine, Scots 145.06 Tp Stay U 144.56

Post & Rail Fence ht 1.2m MG

006* MG Gy Sycamore 145.42 144.73 B1 MG Tarmac 144.88 G0.5 MG MG 017 Sp consulting G1.4 Sycamore 145.75 bancroft C1 145.16 transport consultancy services

MH Grass 145.69 Bancroft Consulting Ltd 146.07 Grass 145.46 Small Trees Jarodale House & Bushes 146.25 7 Gregory Boulevard

Sign 145.67 Wall ht 2.1m Nottingham 146.62 NG7 6LB Stmp

146.83 146.03 t 0115 9602919 Tp Stmp Sign f 0115 9648201 Stmp e [email protected] Stmp 146.56 Trough 146.92 Stay Stmp

146.51 018TCL: St Grass 164.60Ash, Common C1 Tarmac 146.75 Gy Lp

146.93 CTV Post & Rail Fence ht 1m

147.61 Tarmac G1 147.661 MH 147.21 (A4304) Theddingworth Road

Wall ht 1.5m 140.5

007* Group, mixed species RPA for 007 C2

Post & Rail FenceElectric ht 1m Fence

140.5 Post & Wire Fence ht 1.1m

141.5

140.0

141.0 142.0

Grass

Post & Rail Fence ht 1.1m 007*

Group, mixed species 142.5 141.5 C2

140.0 Post & Rail 140.5 Fence ht 1.1m

RPA for 007

Barrier ht 1.6m Grass

143.0 141.0

Grass

142.0

143.5

140.5

140.5 144.0 Wall ht 1.9m Trees & 140.58 Bushes Gy 140.23

140.37

Tarmac

141.0

141.5 142.5 140.73 140.48

Post & Wire Fence ht 1.1m 141.0 Grass 007* 140.82 Gy Group, mixed species 140.64

C2 140.68 141.5 G1.2 140.90 (A4304) Theddingworth Road

143.0 020 021

RPA for 007 G2.0 141.5 Ash, Common Sycamore C1 B1 140.92 Panel Fence ht 2.1m

Grass 142.0

Trees & 141.07

142.0 Bushes 141.0

143.5 022G1.5 Vegetation

141.13 Sycamore

C1 144.5

142.0 144.0 141.23 Electric Fence

G4 140.927

R: Tarmac 141.36 G1.4

142.5 023

152.26 E: 142.5 PInv 150.65 141.5 Trees & Gy Sycamore Bushes 141.17 C1 TCL: Grass 171.38

141.56 142.5 G3.2

011 141.46

Poplar

143.0 Trees & B2

143.0 Bushes R: 142.0 Sp G1.2 153.89 024 E: 008* Grass Sycamore 152.83 Post & Wire Fence ht 1.1m

Post & Rail Fence ht 1.3m Group, mixed species C1

141.59 143.0 C2 141.83

Grass Tarmac

143.5

142.5 Post & Rail Fence ht 1m Sp Vegetation

145.0 143.5 141.74

141.92 143.5 ELC

Post & Wire Fence ht 1.1m No Cover

144.5 144.0 143.0 Dilapidated Fence Trees & 141.93 142.09 Bushes

Grass R: 144.0 149.52 TCL: 010* 154.33 Poplar

142.22

MG 142.09

144.0 C1 143.5 Gy E: 009 141.95 147.58 001TCL:

159.18 Sycamore 142.21 Sign Open Panel Fence ht 1.9m 144.5 SycamoreG2.4 C1 B1 012* G3 142.469 142.39 Cherry, wild

B1 142.40

146.0

144.0 144.5 Vegetation MH Tarmac 142.37 142.57 Sp

Post & Wire Fence htTrough 1.1m 142.67

TWL Grass Grass 147.61 144.5 142.74 Grass Post & Wire FenceOpen ht 1mPanel Fence ht 1.4m

R: Post & Rail Fence ht 1.3m

145.0

152.44 145.0 145.5 R/Wall TCL: 142.96

167.22 015 145.0 TCL: CTV 164.43 Ash, Common Open Panel Fence ht 1.9m Stay Tarmac TWL C1 MG 147.59 MG CVR 002MG 014 142.96 143.32 TWL G0.7 Sycamore TCL: 148.31 MG 161.35 Sycamore

003 B1&2 016* C1 RPA for 019 Stay

THL 145.0

Sycamore Tp 143.30 Gy 147.34 145.5 Sycamore Wall

Steps B1&2 TCL: Grass Wall ht 1.3m 145.5 163.06 C1 ht 2.1m

143.19 Tp

146.5 Wall E: 146.0 R/Wall (A4304) Theddingworth Road MG ht 2.1m 150.47 DP Grass 004 Sycamore 143.71 B1&2 TCL: 151.85 E: 143.43 149.61

MG

R: 146.0 150.99 146.0 143.99 CVR Small Trees

R/Wall & Bushes

143.64 143.64 146.0

Grass MG 146.5 MG 144.31 MG G2 TWL

148.28 144.555 143.96 MG 146.5 Post & Wire Fence ht 1m Grass CTV Post & Wire Fence ht 0.9m TCL: Post & Rail Fence ht 1.2m Open Panel Fence ht 1.4m 144.68 161.27

R: MG 013* 144.29 152.49 146.5 Group, mixed species Sign E: E: 152.49 C2 019 150.96 TCL:

165.94 Sycamore R: 146.5 G0.5 005 Tp 155.60 C2 Pine, Scots 145.06 Tp Stay U 144.56

Post & Rail Fence ht 1.2m MG

006* MG Gy Sycamore 145.42 144.73 B1 MG Tarmac 144.88 G0.5 MG MG 017 Sp G1.4 Sycamore 145.75 C1 145.16

MH Grass 145.69

146.07 Grass 145.46 Small Trees & Bushes

146.25

Sign 145.67 Wall ht 2.1m

146.62 Stmp

146.83 146.03 Tp Stmp Sign Stmp R: 156.18 Honeypot Lane Stmp 146.56 Trough 146.92 R: Duct E: 155.20 Stay 152.04 Stmp E: 151.61 146.51 DP 018TCL: St Grass 164.60Ash, Common

147.59 C1 DP THL Tarmac DP 146.75 Duct 147.47 Gy R: Lp 147.53 155.13 146.93 Gy DP CTV 147.66 147.45 Sign Post & Rail Fence ht 1m Gy 147.61 MH 147.43 MH Tarmac 147.64 147.46 Grass MH G1

Wall ht 1.9m ht Wall 147.54 147.661 Bench 147.79 MH 147.21 MH 147.73 (A4304) Theddingworth Road

CTV 147.43 Wall ht 1.5m

Gy 147.87

148.14 Bus consulting 147.73 148.37 bancroft transport consultancy services 148.50 Grass Wall ht 1.9m 147.99

Tarmac Gy 148.11 Lp 148.90 Bancroft Consulting Ltd 148.28 LBox Jarodale House 148.54 (A4304) High Street

149.22 Wall ht 1.7m 7 Gregory Boulevard

CTV Grass 148.85 Panel Fence ht 1.9m Stmp Nottingham CTV

MH NG7 6LB 149.41 149.63 149.22

Grass

Wall ht 1.6m 149.56 TCL: t 0115 9602919 173.92 f 0115 9648201 149.83 Lp

Post e [email protected]

APPENDIX A – INDICATIVE SITE MASTERPLAN [INCLUDED SEPERATELY OWING TO FILE SIZE]

APPENDIX B – PRE-APPLICATION CORRESPONDENCE WITH LCC

that measures 0.9 metres. Along the southern edge there is a verge that measures between 2 and 4.4 metres.

A detailed site visit was undertaken on Wednesday 13th March 2013, between 0930 and 1130 hours. During the site visit there were no major road works within the surrounding highway network and weather conditions were clear and dry. A vehicle speed survey was undertaken approximately 20 metres northeast of the change in speed limit signage. The speed survey took place between 0945 and 1100 hours and was carried out generally in accordance with the requirements of TA 22/81. A total of 200 vehicle speeds were

recorded during the survey, comprising 100 vehicles in each direction. A copy of the speed th survey results are enclosed, which demonstrate 85 percentile wet weather speeds of Department of Environment and Transport 39.51mph (63.57 kph) in the north-eastbound direction and 49.00mph (78.84kph) in the Leicestershire County Council south-westbound direction. County Hall Glenfield The A4304/Honeypot Lane junction serves both residential properties and Honeypot Farm. Leicestershire During the site visit it was noted that numerous agricultural vehicles use Honeypot Lane, LE3 8RJ resulting in slow moving turning manoeuvres by large vehicles to and from the A4304, FAO: Matt Lennon many of which use the majority of the carriageway to turn and cause oncoming vehicles to slow down abruptly. Whilst there have been no recorded accidents at this junction, the Our Ref: SLT/F13088/100913 situation is exacerbated by vehicles travelling at speeds exceeding the speed limit in both Date: 30 September 2013 directions. Due to the close proximity of the 30mph to 60mph speed limit change, vehicles exiting the village (north-eastbound) are starting to accelerate at the A4304/Honeypot Lane Dear Matt junction. It was also noted that south-westbound vehicles were still decelerating at the change of speed limit. LAND AT HUSBANDS BOSWORTH Development proposals

We initially approached you in March 2013 to discuss the principle of a proposed residential Based on the approximate site area and taking into consideration the potential need to retain development at land to the north of the A4304 in Husbands Bosworth, with a new access the trees along the southern edge of the site, it has been estimated that the site would being provided from a de-restricted section of the A4304. We discussed how, although an accommodate up to 30 dwellings. In accordance with the minimum requirements set out in access in this location could potentially conflict with guidance set out in IN5 of the 6Cs Table DG1 of the 6Cs Design Guide, the proposed site access should include a 4.8 metres Design Guide, there could potentially be significant benefit to existing road users if the wide carriageway, 6 metres kerb radii and 2 metres wide footways to tie into the existing existing gateway feature was relocated northeast. It was subsequently suggested that infrastructure. Drawing Number F13088/02 therefore shows the proposed site access layout evidence in support of the proposals should be summited to the local highway authority. and how the existing change of speed limit could be adjusted. However, the project was unfortunately put on hold and we have only recently been instructed by the Client to progress matters. The aim of this letter is therefore to Visibility splays have been calculated using current best practice guidance contained within demonstrate to the local highway authority that in principle a safe access can be delivered in Manual for Streets 2 (MfS2), which recommends within Paragraph 1.3.2 that ‘as a starting this location. point for any scheme affecting non-trunk roads, designers should start with MfS’. Paragraph 10.1.13 of MfS2 provides a detailed formula for calculating visibility splays, taking into Background Information account the percentage of HGV movements and vehicle speed. During the speed survey it was noted that there was a relatively high number of HGV’s and the above results show The site is located to the north of the A4304 in Husbands Bosworth and is currently served that the vehicle speeds were clearly above 60 kph. Table 10.1 in MfS2 provides specific by a gated access at the north-eastern edge of the site. It has an approximate area of 1.8 criteria for calculating Stopping Sight Distances. Hence, the resulting splay requirements hectares and is bound by Honeypot Farm to the north and east, residential properties off have been calculated by adopting a 0.375g deceleration rate for the high percentage of Honeypot Lane to the west and the A4304 to the south. The enclosed site plan shows the HGV’s and a 2s reaction time for speeds above 60kph. The calculations are enclosed and it location of the proposed development. is shown that by adopting this approach visibility splays of 80 metres to the southwest and 111 metres to the northeast should be provided. In line with Figure DG2a of The 6Cs Design The enclosed Drawing Number F13088/01 demonstrates the existing highway layout in the Guide these splays should be taken to a point 1 metre away from the nearside edge of vicinity of the site. Approximately 40 metres northeast of the A4304/Honeypot Lane carriageway. Drawing Number F13088/02 demonstrates that the required visibility splays junction the speed limit changes from 30 to 60 mph. The existing change of speed limit can be achieved within what appears to be public highway. feature consists of dragon teeth road markings on the approach to the village, a kerb build out and a 30 mph road marking. To the northeast of the existing change of speed limit the Drawing Number F13088/02 demonstrates how as part of the development proposals the A4304 carriageway measures approximately 7.1 metres wide, narrowing down to 6.5 existing change of speed limit could be relocated approximately 80 metres northeast of its metres within the kerb build out, before widening to 7.4 metres. Along the northern edge of current location. In addition it also shows how the existing hatched road markings could be the carriageway there are verges that range from 1.8 to 4.2 metres both sides of a footway

extended just beyond the relocated speed limit and a traffic island could be provided, I trust that this information is satisfactory for your purposes and we look forward to approximately 30 metres northeast of the proposed access junction, thereby creating a new receiving your thoughts on the proposals. In the meantime, please do not hesitate to contact gateway feature to the village. The necessary street lighting and footway improvements us should you have any questions or require further information. would also be provided. By extending the speed limit at this location, vehicle speeds at the Honeypot Lane junction should be significantly reduced thereby lessening the risks of any Yours sincerely vehicle collisions. Chris Bancroft Policy Director Bancroft Consulting Section IN5 within the 6Cs Design Guide discusses the principle of access to the road t: 0115 9602919 network. Previous policy discouraged new accesses onto A and B class roads, although in m: 07786 966615 line with an ‘integrated transport policy’ the local highway authority has now adopted a e: [email protected] more flexible approach. Paragraphs 1.29 to 1.31 discuss the principle of access on to A and enc. B class roads, where paragraph 1.29 provides details on when the local highway authority would apply restrictions on new vehicular accesses. There are several criteria specified, cc Miss Jenny Salt Fisher German LLP although the only ones considered to be applicable to this site are that the speed limit along this section of the A4304 is ‘above 40mph (that is 50mph, 60mph or 70mph) and ‘measured vehicle speeds are in excess of 40mph’.

Paragraph 1.30 goes on to advise that restrictions would not normally be applied elsewhere on the road network, as long as the access arrangement complies with guidance provided within Part 3 of the 6Cs Design Guide. Whilst paragraph 1.31 suggests that if an access could be provided off a minor side road it would be preferable.

In this instance, the site only has frontage on to the A4304 and therefore the only possibility of accessing the development would be via this point. Furthermore, the proposed site access junction has been designed in accordance with the requirements set out within Part 3 of the 6Cs Design Guide.

Conclusions

The details contained within Drawing Number F13088/02 demonstrate how the existing change of speed limit could be relocated approximately 80 metres northeast of its current location. The existing hatched road markings could be extended just beyond the relocated change of speed limit and a traffic island could be provided, thereby creating a new gateway feature to the village. By extending the speed limit at this location, vehicle speeds at the Honeypot Lane junction should be significantly reduced thereby lessening the risks of any vehicle collisions. If the local highway authority accept this extension to the 30 mph speed limit, the criteria set out within IN5 should no longer apply.

In addition, it has been demonstrated that a suitable site access arrangement could be delivered to serve the proposed development, in accordance with the design criteria set out within Part 3 of the 6Cs Design Guide, and the required visibility splays can be achieved.

We understand that the issues associated with the proposed development are not straightforward. We would therefore be grateful if you could review the above proposals, and respond with the local highway authority’s thoughts on the merits of extending the 30 mph speed limit, and therefore the viability of providing a residential access in this location.

Andrew Dennison

From: Matt Lennon Sent: 29 November 2013 08:59 To: Sara Terrey Subject: 2013-hen-1869-hcon - Land at Husbands Bosworth

Dear Sara,

Apologies for the delay in replying, but as you know there are few pre-application enquiries getting dealt with in my area at the moment.

In short, the Highway Authority would not be in favour of the extension of the speed limit by approximately 80 metres and then a new junction provided at this location to serve 30 dwellings. The amount of additional turning traffic that would be generated along this Class 1 road would prove to be a source of danger. We have a high percentage of HGV’s using the route and there is a history of personal injury accidents occurring along the A4304. The 85th percentile ‘snapshot’ speeds are of no surprise but the real eye opener are the south westerly approach speeds of 49mph. By moving the speed limit out this will not change these speeds to my mind nor will they provide any material change in speeds at the Honeypot Lane junction (which is a point you are relaying on). Speed limits have to be strategically placed, the likely result of taking the speed limit further out from main built up limits will be to increase speeds through the village. In any case IN4 and IN5 will still be offended as speeds will be unlikely to be contained to 40mph or less and as previously stated the amount of turning traffic could lead to the disruption of the safe free flow of traffic along this major route.

Regards,

Matt Lennon Assistant Engineer Highways Development Control

A Tel: 0116 305 7193 email: Please note my email address has changed to [email protected] From: Sara Terrey [mailto:[email protected]] Sent: 02 October 2013 17:03 To: Matt Lennon Cc: Chris Bancroft; Jenny Salt Subject: Land at Husbands Bosworth

Matt

I believe my colleague Andrew Braun initially approached you in March 2013 to discuss the principle of a proposed residential development at land to the north of the A4304 in Husbands Bosworth, served by a new access within a de-restricted section of the A4304. The project was subsequently put on hold and we have only recently been instructed to progress the project. Please therefore, find attached a PDF copy of our letter which seeks to demonstrate how principle a safe access could potentially be delivered in this location. A hard copy of the details will follow in tonight’s post.

We trust that this information is satisfactory for your purposes and look forward to receiving confirmation that its conclusions are acceptable to the local highway authority. In the meantime, please feel free to get in touch should you have any queries whatsoever regarding the attached details.

Kind regards

1

Sara

Sara Terrey (Senior Engineer)

Bancroft Consulting Limited www.bancroftconsulting.co.uk

Nottingham office: Bancroft Consulting, Jarodale House, 7 Gregory Boulevard, Nottingham, NG7 6LB tel (main): 0115 9602919 direct dial: 0115 9626503 fax: 0115 9648201 email: [email protected]

Transport Assessments - Road Safety Audits - Access Appraisal - Highway Design - Travel Plans - Conceptual Design and Masterplanning

Bancroft Consulting Ltd is a limited company registered in England and Wales. Registered number: 5471239 Registered office: 18 Ramsdale Crescent, Sherwood, Nottingham, NG5 4DU

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2

APPENDIX C – INSPECTORS DECISION NOTICE FOR APP/T2405/A/11/2154502

APPENDIX D – ATC RESULTS Husbands Bosworth ATC, A4304 Theddingworth Road

Produced by PCC Traffic Information Consultancy Ltd.

Channel 1 - Northeastbound Vehicle Flow Week 1

19/03/2015 20/03/2015 21/03/2015 22/03/2015 23/03/2015 24/03/2015 25/03/2015 Hr Ending Thursday Friday Saturday Sunday Monday Tuesday Wednesday 5 Day Ave 7 Day Ave 1 5 3 12 9 4 7 5 5 6 2 4 0 7 4 13 4 5 5 5 3 3 4 3 3 6 5 4 4 4 4 1 0 0 2 9 0 0 2 2 5 0 12 2 0 11 9 0 6 5 6 43 41 3 2 57 40 38 44 32 7 37 64 27 10 87 76 41 61 49 8 162 210 63 36 156 187 150 173 138 9 311 291 122 72 306 268 299 295 238 10 258 211 151 118 222 194 241 225 199 11 198 188 170 145 191 179 183 188 179 12 199 193 193 155 195 187 212 197 191 13 189 178 214 169 202 197 188 191 191 14 183 186 174 155 203 205 186 193 185 15 229 211 200 162 204 211 218 215 205 16 270 244 162 146 243 263 275 259 229 17 301 319 151 145 292 308 310 306 261 18 297 316 111 115 314 324 318 314 256 19 167 145 97 71 166 171 181 166 143 20 101 111 61 42 93 108 83 99 86 21 69 71 16 13 46 55 65 61 48 22 53 51 16 9 26 27 23 36 29 23 45 43 20 13 38 21 23 34 29 24 22 41 11 7 7 16 9 19 16

7-19 2764 2692 1808 1489 2694 2694 2761 2721 2415 6-22 3024 2989 1928 1563 2946 2960 2973 2978 2626 6-24 3091 3073 1959 1583 2991 2997 3005 3031 2671 0-24 3147 3133 1986 1603 3091 3062 3057 3098 2726

Vehicle Flow (Channel 1)

3500

3000

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Number of Vehicles of Number 0-24 0 6-24 6-22 19/03/201520/03/2015 21/03/2015 22/03/2015 7-19 23/03/2015 24/03/2015 25/03/2015 Date

7-19 6-22 6-24 0-24 Husbands Bosworth ATC, A4304 Theddingworth Road

Produced by PCC Traffic Information Consultancy Ltd.

Channel 1 - Northeastbound Average Speed Week 1

19/03/2015 20/03/2015 21/03/2015 22/03/2015 23/03/2015 24/03/2015 25/03/2015 Hr Ending Thursday Friday Saturday Sunday Monday Tuesday Wednesday 1 27.4 27.0 28.2 27.2 21.0 26.5 27.8 - 2 29.5 30.0 28.0 26.1 29.5 26.5 29.3 - 3 24.7 27.0 34.5 28.6 32.0 27.3 27.0 - 4 28.0 30.5 26.6 28.0 23.3 25.0 31.0 - 5 - 28.3 - 27.0 24.3 26.7 26.0 - 6 29.4 27.6 25.5 27.0 27.5 28.9 29.6 - 7 26.0 27.0 28.5 26.7 27.5 26.7 27.4 - 8 27.2 27.2 28.2 27.4 27.6 27.0 27.4 - 9 27.0 27.1 28.1 27.3 26.8 26.8 26.9 - 10 27.2 27.2 28.6 28.6 27.0 27.3 27.3 - 11 27.5 27.2 28.4 27.6 27.3 26.9 26.8 - 12 26.9 27.3 28.0 28.1 27.3 27.8 27.0 - 13 26.7 27.2 28.0 28.6 27.8 27.2 27.2 - 14 27.1 26.7 27.8 27.9 27.1 27.2 27.1 - 15 27.5 27.1 28.1 28.6 27.1 27.2 27.1 - 16 27.4 26.9 28.4 27.9 27.5 27.6 27.2 - 17 27.4 27.4 27.9 28.1 27.6 27.0 27.9 - 18 27.1 27.0 28.3 28.3 27.0 27.5 27.1 - 19 27.8 27.5 27.6 28.2 27.0 27.9 26.8 - 20 27.2 27.6 27.8 27.7 27.2 27.4 27.8 - 21 26.4 27.5 29.1 29.5 26.3 26.8 27.8 - 22 26.5 26.5 28.9 27.7 27.2 27.5 26.4 - 23 27.1 27.5 27.3 27.9 25.6 26.2 28.5 - 24 28.7 27.9 26.6 27.7 25.7 28.8 27.4 -

10-12 27.3 27.2 28.1 27.9 27.3 27.3 26.9 - 14-16 27.4 27.0 28.2 28.3 27.3 27.4 27.2 - 0-24 27.2 27.2 28.1 28.1 27.2 27.3 27.2 -

7 Day Ave 27.4

Channel 1 - Northeastbound 85th Percentile

19/03/2015 20/03/2015 21/03/2015 22/03/2015 23/03/2015 24/03/2015 25/03/2015 Hr Ending Thursday Friday Saturday Sunday Monday Tuesday Wednesday 1 32.4 32.0 31.3 33.6 - 32.2 32.8 - 2 30.7 33.5 30.7 33.5 32.7 28.6 30.8 - 3 27.5 - 35.6 34.6 - 31.5 - - 4 - 33.0 30.2 31.5 25.5 - 31.7 - 5 - 31.1 - 30.5 25.6 31.0 28.2 - 6 35.0 30.1 25.9 30.4 31.7 32.6 35.1 - 7 32.0 33.0 34.1 31.9 33.3 31.6 33.0 - 8 33.0 33.0 35.0 32.5 34.0 33.0 33.0 - 9 33.0 32.0 34.0 33.0 32.0 32.0 33.0 - 10 33.0 33.0 34.0 34.2 32.0 33.0 33.0 - 11 33.0 32.0 35.0 33.0 33.0 32.0 33.0 - 12 32.0 33.0 34.0 33.0 33.0 33.0 33.0 - 13 33.0 33.0 34.0 34.0 34.0 33.0 32.0 - 14 32.0 33.0 34.0 34.0 33.0 33.0 33.0 - 15 32.0 32.0 34.0 34.0 33.0 33.0 32.0 - 16 33.0 32.0 34.0 34.0 33.0 33.0 32.0 - 17 33.0 33.0 33.0 34.0 33.0 32.0 33.0 - 18 33.0 33.0 33.6 34.0 33.0 33.0 32.0 - 19 32.8 33.0 33.0 34.2 33.0 33.1 32.0 - 20 33.0 34.0 33.0 34.7 33.0 33.0 32.2 - 21 31.0 33.0 33.9 35.0 32.6 33.0 33.0 - 22 31.7 33.0 34.0 33.4 32.7 32.5 32.0 - 23 32.0 32.0 33.0 33.8 32.7 31.0 33.5 - 24 34.0 31.8 34.3 33.5 31.4 34.0 31.2 -

10-12 33.0 32.0 35.0 33.0 33.0 32.0 33.0 - 14-16 33.0 32.0 34.0 34.0 33.0 33.0 32.0 - 0-24 33.0 33.0 34.0 34.0 33.0 33.0 33.0 -

7 Day Ave 33.0 Husbands Bosworth ATC, A4304 Theddingworth Road

Produced by PCC Traffic Information Consultancy Ltd.

Channel 1 - Northeastbound Speed Summary Week 1

19/03/2015 20/03/2015 21/03/2015 22/03/2015 23/03/2015 24/03/2015 25/03/2015 Speed (MPH) Thursday Friday Saturday Sunday Monday Tuesday Wednesday 0-30 2185 2051 1252 1219 2164 2158 2190 31-45 858 850 723 679 899 925 904 46-60 17 8 20 24 14 12 10 61- 0 0 0 0 0 0 0

TOTAL 3060 2909 1995 1922 3077 3095 3104

Speed Summary (MPH)

100%

90%

80%

70%

60%

50%

40%

30%

20%

10%

0% 19/03/2015 20/03/2015 21/03/2015Date 22/03/2015 23/03/2015 24/03/2015 25/03/2015

0-30 31-45 46-60 61- Husbands Bosworth ATC, A4304 Theddingworth Road

Produced by PCC Traffic Information Consultancy Ltd.

Channel 1 - Northeastbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13 19/03/2015 7-19 2523 203 38 2764 6-22 2749 230 45 3024 6-24 2813 233 45 3091 0-24 2867 235 45 3147 20/03/2015 7-19 2417 255 20 2692 6-22 2708 261 20 2989 6-24 2790 263 20 3073 0-24 2842 270 21 3133 21/03/2015 7-19 1766 40 2 1808 6-22 1868 58 2 1928 6-24 1895 62 2 1959 0-24 1922 62 2 1986 22/03/2015 7-19 1442 43 4 1489 6-22 1516 43 4 1563 6-24 1536 43 4 1583 0-24 1554 45 4 1603 23/03/2015 7-19 2480 168 46 2694 6-22 2717 183 46 2946 6-24 2760 185 46 2991 0-24 2860 185 46 3091 24/03/2015 7-19 2526 139 29 2694 6-22 2773 155 32 2960 6-24 2807 158 32 2997 0-24 2868 162 32 3062 25/03/2015 7-19 2566 154 41 2761 6-22 2753 173 47 2973 6-24 2782 176 47 3005 0-24 2832 178 47 3057

Average 7-19 2246 143 26 2415 6-22 2441 158 28 2626 6-24 2483 160 28 2671 0-24 2535 162 28 2726

Total Vehicle Class Distribution 1% 6%

93% Husbands Bosworth ATC, A4304 Theddingworth Road

Produced by PCC Traffic Information Consultancy Ltd.

Channel 2 - Southwestbound Vehicle Flow Week 1

19/03/2015 20/03/2015 21/03/2015 22/03/2015 23/03/2015 24/03/2015 25/03/2015 Hr Ending Thursday Friday Saturday Sunday Monday Tuesday Wednesday 5 Day Ave 7 Day Ave 1 2 6 3 11 3 3 2 3 4 2 4 3 4 3 1 0 5 3 3 3 4 3 1 3 1 2 0 2 2 4 4 2 1 2 3 4 1 3 2 5 4 6 1 2 14 11 5 8 6 6 47 29 9 6 28 52 42 40 30 7 127 113 22 13 130 141 129 128 96 8 406 263 42 19 393 398 412 374 276 9 315 216 84 47 320 328 376 311 241 10 237 147 144 87 214 239 188 205 179 11 219 166 123 95 166 205 137 179 159 12 192 154 135 146 180 191 163 176 166 13 165 216 171 136 196 184 157 184 175 14 222 171 175 167 170 171 187 184 180 15 199 203 164 197 172 215 213 200 195 16 234 212 155 141 184 184 228 208 191 17 223 243 156 113 247 258 261 246 214 18 287 222 104 72 236 272 242 252 205 19 170 140 61 52 144 152 165 154 126 20 58 66 56 41 61 77 68 66 61 21 66 40 30 22 39 52 42 48 42 22 50 44 21 11 41 29 37 40 33 23 22 19 20 10 24 23 29 23 21 24 11 12 9 5 3 8 6 8 8

7-19 2869 2353 1514 1272 2622 2797 2729 2674 2308 6-22 3170 2616 1643 1359 2893 3096 3005 2956 2540 6-24 3203 2647 1672 1374 2920 3127 3040 2987 2569 0-24 3268 2696 1691 1401 2970 3199 3095 3046 2617

Vehicle Flow (Channel 2)

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Number of Vehicles of Number 0-24 0 6-24 6-22 19/03/201520/03/2015 21/03/2015 22/03/2015 7-19 23/03/2015 24/03/2015 25/03/2015 Date

7-19 6-22 6-24 0-24 Husbands Bosworth ATC, A4304 Theddingworth Road

Produced by PCC Traffic Information Consultancy Ltd.

Channel 2 - Southwestbound Average Speed Week 1

19/03/2015 20/03/2015 21/03/2015 22/03/2015 23/03/2015 24/03/2015 25/03/2015 Hr Ending Thursday Friday Saturday Sunday Monday Tuesday Wednesday 1 31.0 33.0 33.0 32.5 40.0 37.3 43.5 - 2 29.8 34.3 37.5 32.0 27.0 - 38.2 - 3 31.5 38.0 36.0 35.3 31.0 31.0 - - 4 36.0 29.5 31.0 41.5 34.3 42.5 33.0 - 5 35.8 36.5 39.0 29.0 34.5 37.0 31.8 - 6 33.7 36.9 38.7 32.3 33.9 34.9 36.4 - 7 35.0 32.9 36.4 35.0 33.3 33.2 33.6 - 8 30.2 30.4 31.4 34.2 29.6 30.3 30.1 - 9 29.4 29.2 29.6 29.8 29.4 29.3 29.6 - 10 29.3 29.1 30.4 29.6 29.6 28.5 29.6 - 11 29.5 28.9 31.1 31.1 30.8 30.0 31.2 - 12 29.6 28.9 29.2 28.7 29.9 29.1 30.4 - 13 29.2 30.1 29.4 31.2 29.4 29.7 30.8 - 14 28.5 31.0 29.4 29.8 29.1 31.7 30.0 - 15 28.5 30.1 28.3 30.6 29.4 30.8 29.2 - 16 29.2 30.5 29.1 30.8 29.9 31.5 30.1 - 17 28.9 29.1 29.4 30.6 30.0 30.2 29.7 - 18 29.4 30.3 30.4 31.7 30.7 31.2 30.2 - 19 30.6 31.7 30.7 30.4 30.8 30.8 30.9 - 20 30.5 31.3 28.6 30.5 31.1 31.9 31.9 - 21 30.0 31.6 31.8 30.2 32.0 29.5 32.0 - 22 28.7 32.6 31.8 28.8 29.5 32.7 32.3 - 23 31.3 29.8 30.4 34.2 31.9 31.0 31.9 - 24 29.7 32.8 31.2 27.8 37.3 35.6 36.7 -

10-12 29.5 28.9 30.1 29.6 30.4 29.6 30.7 - 14-16 28.9 30.3 28.7 30.7 29.6 31.1 29.6 - 0-24 29.7 30.3 29.9 30.5 30.1 30.5 30.4 -

7 Day Ave 30.2

Channel 2 - Southwestbound 85th Percentile

19/03/2015 20/03/2015 21/03/2015 22/03/2015 23/03/2015 24/03/2015 25/03/2015 Hr Ending Thursday Friday Saturday Sunday Monday Tuesday Wednesday 1 31.7 39.0 37.6 41.5 52.6 42.9 51.6 - 2 37.6 40.3 40.1 36.8 - - 41.8 - 3 37.6 45.2 - 38.6 - 34.5 - - 4 39.7 30.6 - 47.5 35.8 46.9 - - 5 36.6 46.5 - 29.7 42.1 42.0 37.4 - 6 38.0 40.8 39.6 34.8 40.8 42.0 42.0 - 7 40.0 41.0 45.9 46.0 39.0 37.0 38.0 - 8 35.0 35.0 35.0 40.6 35.0 35.0 35.0 - 9 34.9 35.0 35.0 35.1 34.0 35.0 35.0 - 10 35.0 35.0 36.0 34.0 35.0 34.0 35.0 - 11 35.0 34.0 35.0 36.8 35.0 35.0 35.6 - 12 34.0 34.0 34.0 33.0 35.0 34.0 35.0 - 13 35.0 35.0 35.0 35.8 33.8 34.0 35.0 - 14 33.0 35.5 34.9 35.0 34.0 35.0 35.0 - 15 33.3 35.0 34.0 35.0 34.4 35.9 35.0 - 16 34.0 36.0 33.0 35.0 35.0 36.0 35.0 - 17 34.7 35.0 34.0 36.2 34.0 35.0 35.0 - 18 35.0 34.0 35.0 37.4 35.0 36.4 35.0 - 19 35.0 36.0 37.0 36.4 35.6 36.4 35.0 - 20 35.5 39.0 33.5 35.0 37.0 37.0 37.0 - 21 35.3 37.6 38.0 32.0 37.6 35.4 36.9 - 22 33.0 39.0 37.0 34.0 33.0 40.4 37.6 - 23 34.9 33.3 36.3 37.0 38.1 33.0 35.0 - 24 33.0 36.0 35.2 32.2 42.0 42.9 47.5 -

10-12 35.0 34.0 35.0 36.8 35.0 35.0 35.6 - 14-16 34.0 35.9 34.0 35.0 35.0 36.0 35.0 - 0-24 35.0 35.0 35.0 35.0 35.0 35.0 35.0 -

7 Day Ave 35.0 Husbands Bosworth ATC, A4304 Theddingworth Road

Produced by PCC Traffic Information Consultancy Ltd.

Channel 2 - Southwestbound Speed Summary Week 1

19/03/2015 20/03/2015 21/03/2015 22/03/2015 23/03/2015 24/03/2015 25/03/2015 Speed (MPH) Thursday Friday Saturday Sunday Monday Tuesday Wednesday 0-30 1874 1494 1024 775 1625 1583 1562 31-45 1355 1126 623 590 1312 1572 1494 46-60 34 71 40 34 29 43 37 61- 5 5 4 2 4 1 2

TOTAL 3268 2696 1691 1401 2970 3199 3095

Speed Summary (MPH)

100%

90%

80%

70%

60%

50%

40%

30%

20%

10%

0% 19/03/2015 20/03/2015 21/03/2015Date 22/03/2015 23/03/2015 24/03/2015 25/03/2015

0-30 31-45 46-60 61- Husbands Bosworth ATC, A4304 Theddingworth Road

Produced by PCC Traffic Information Consultancy Ltd.

Channel 2 - Southwestbound Vehicle Class Week 1

Classes Car / LGV / OGV1 / Bus OGV2 TOTAL Day / Time Caravan - 1 - 2,3,5,6,7,12 - 4,8,9,10,11,13 - 1-13 19/03/2015 7-19 2605 205 59 2869 6-22 2898 212 60 3170 6-24 2931 212 60 3203 0-24 2988 217 63 3268 20/03/2015 7-19 2192 139 22 2353 6-22 2445 149 22 2616 6-24 2476 149 22 2647 0-24 2523 151 22 2696 21/03/2015 7-19 1462 46 6 1514 6-22 1588 49 6 1643 6-24 1616 50 6 1672 0-24 1634 51 6 1691 22/03/2015 7-19 1247 20 5 1272 6-22 1332 22 5 1359 6-24 1344 25 5 1374 0-24 1369 27 5 1401 23/03/2015 7-19 2388 195 39 2622 6-22 2649 204 40 2893 6-24 2674 204 42 2920 0-24 2715 211 44 2970 24/03/2015 7-19 2536 205 56 2797 6-22 2822 215 59 3096 6-24 2852 216 59 3127 0-24 2922 217 60 3199 25/03/2015 7-19 2483 189 57 2729 6-22 2751 195 59 3005 6-24 2786 195 59 3040 0-24 2836 199 60 3095

Average 7-19 2130 143 35 2308 6-22 2355 149 36 2540 6-24 2383 150 36 2569 0-24 2427 153 37 2617

Total Vehicle Class Distribution

1% 6%

93%

APPENDIX E – SPEED SURVEY RESULTS & VISIBILITY SPLAY CLCULATIONS observed no. of SPEED READINGS speed readings mph location: Lutterworth Road, Husbands Bosworth 2 x f fx fx direction: Northeastbound day: Thursday 10 0 0 0 date 15.09.16 11 0 0 0 time: 0930 to 1140 12 0 0 0 13 0 0 0 SUMMARY 14 0 0 0 15 0 0 0 mean 35.42 mph 56.99 kph 16 0 0 0 85%ile 40.71 mph 65.50 kph 17 0 0 0 wet 85%ile 38.23 mph 61.51 kph 18 1 18 324 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 1 25 625 26 2 52 1352 27 1 27 729 28 8 224 6272 29 7 203 5887 30 7 210 6300 31 18 558 17298 Mean speed 32 18 576 18432 33 16 528 17424 å fx 34 13 442 15028 x = = 35.42 mph å f 35 15 525 18375 36 17 612 22032 37 17 629 23273 38 11 418 15884 Standard deviation 39 13 507 19773 40 9 360 14400 41 5 205 8405 2 1 é 2 ()å fx ù 42 2 84 3528 Sx = ê fx -å´ ú = 5.29 mph f -å 1 å f 43 5 215 9245 ë û 44 3 132 5808 45 3 135 6075 46 2 92 4232 47 1 47 2209 48 0 0 0 85 percentile dry weather spot speed 49 2 98 4802 50 0 0 0 = 40.71 mph + Sx x 51 1 51 2601 52 0 0 0 53 0 0 0 85 percentile wet weather journey speed 54 1 54 2916 55 0 0 0 56 0 0 0 - 2.478 = 38.23 mph 57 1 57 3249 58 0 0 0 59 0 0 0 60 0 0 0 61 0 0 0 checks: 85%ile/mean = 1.15 62 0 0 0 should be 1.1 to 1.25 63 0 0 0 64 0 0 0 S.D./mean = 0.15 65 0 0 0 should be approx 1/6 (0.17) 66 0 0 0 67 0 0 0 68 0 0 0 69 0 0 0 70 0 0 0 71 0 0 0 72 0 0 0 73 0 0 0 74 0 0 0 75 0 0 0 76 0 0 0 77 0 0 0 78 0 0 0 79 0 0 0 80 0 0 0

Total S 200 7084 256478

Note: Where speed readings exceed 20mph a +1mph adjustment has been applied as a result of the latest speed gun calibaration test - 12.03.15.

THEDDINGWORTH ROAD, HUSBANDS BOSWORTH NORTHEASTBOUND SPEED SURVEY RESULTS observed no. of SPEED READINGS speed readings mph location: Lutterworth Road, Husbands Bosworth 2 x f fx fx direction: Southwestbound day: Thursday 10 0 0 0 date 15.09.16 11 0 0 0 time: 0930 to 1140 12 0 0 0 13 0 0 0 SUMMARY 14 0 0 0 15 0 0 0 mean 44.96 mph 72.33 kph 16 0 0 0 85%ile 50.63 mph 81.46 kph 17 0 0 0 wet 85%ile 48.15 mph 77.47 kph 18 0 0 0 19 0 0 0 20 0 0 0 21 0 0 0 22 0 0 0 23 0 0 0 24 0 0 0 25 1 25 625 26 0 0 0 27 0 0 0 28 0 0 29 0 0 0 30 1 30 900 31 2 62 1922 Mean speed 32 0 0 0 33 0 0 å fx 34 1 34 1156 x = = 44.96 mph å f 35 2 70 2450 36 2 72 2592 37 6 222 8214 38 3 114 4332 Standard deviation 39 13 507 19773 40 9 360 14400 41 12 492 20172 2 1 é 2 ()å fx ù 42 11 462 19404 Sx = ê fx -å´ ú = 5.67 mph f -å 1 å f 43 19 817 35131 ë û 44 18 792 34848 45 12 540 24300 46 14 644 29624 47 15 705 33135 48 12 576 27648 85 percentile dry weather spot speed 49 9 441 21609 50 8 400 20000 = 50.63 mph + Sx x 51 5 255 13005 52 3 156 8112 53 7 371 19663 85 percentile wet weather journey speed 54 7 378 20412 55 1 55 3025 56 0 0 0 - 2.478 = 48.15 mph 57 2 114 6498 58 1 58 3364 59 2 118 6962 60 1 60 3600 61 1 61 3721 checks: 85%ile/mean = 1.13 62 0 0 0 should be 1.1 to 1.25 63 0 0 0 64 0 0 0 S.D./mean = 0.13 65 0 0 0 should be approx 1/6 (0.17) 66 0 0 0 67 0 0 0 68 0 0 0 69 0 0 0 70 0 0 0 71 0 0 0 72 0 0 0 73 0 0 0 74 0 0 0 75 0 0 0 76 0 0 0 77 0 0 0 78 0 0 0 79 0 0 0 80 0 0 0

Total S 200 8991 410597

Note: Where speed readings exceed 20mph a +1mph adjustment has been applied as a result of the latest speed gun calibaration test - 12.03.15.

THEDDINGWORTH ROAD, HUSBANDS BOSWORTH SOUTHWESTBOUND SPEED SURVEY RESULTS Vehicle speeds 38.23 mph Formula: SSD = vt + v 2 /2(d+0.1a) 61.51 kph 17.09 v (m/s) Manual for Streets 2 DMRB 2 291.95 v Light Vehicles HGVs/Buses All traffic All traffic (less than 5% (over 5% of (Maximum (Desirable Driver Perception-Reaction time 2 t (s) HGVs) total vehicles) decel.) decel.) 34.17 v x t Perception-Reaction Time (t) 1.5s 1.5s 2s 2s 2 Deceleration Rate 0.25 g Deceleration Rate (g = 9.81m/s ) 0.45g 0.375g 0.375g 0.25g 2.45 d (m/s) 4.91 2d Gradient 0.00 a* Enter gradient as positive for uphill towards junction and negative for downhill towards junction 2.45 d+0.1a 4.905 2(d+0.1a) 2 v t + v / 2(d+0.1a) = SSD Stopping Sight Distance (SSD) = 34.17 + 59.52 = 93.70 SSD Bonnet Adjusted (SSD+2.4)** 96.10

* for simplicity, gradient will be given as zero where details of levels are unavailable and observed gradients are deemed to be insignificant in terms of the effect on vehicle braking ** 2.4 metres added to splay to allow for bonnet length of approaching vehicles

VISIBILITY SPLAY CALCULATOR: LUTTERWORTH ROAD, HUSBANDS BOSWORTH - NORTHEASTBOUND Vehicle speeds 48.15 mph Formula: SSD = vt + v 2 /2(d+0.1a) 77.47 kph 21.52 v (m/s) Manual for Streets 2 DMRB 2 463.13 v Light Vehicles HGVs/Buses All traffic All traffic (less than 5% (over 5% of (Maximum (Desirable Driver Perception-Reaction time 2 t (s) HGVs) total vehicles) decel.) decel.) 43.04 v x t Perception-Reaction Time (t) 1.5s 1.5s 2s 2s 2 Deceleration Rate 0.25 g Deceleration Rate (g = 9.81m/s ) 0.45g 0.375g 0.375g 0.25g 2.45 d (m/s) 4.91 2d Gradient 0.00 a* Enter gradient as positive for uphill towards junction and negative for downhill towards junction 2.45 d+0.1a 4.905 2(d+0.1a) 2 v t + v / 2(d+0.1a) = SSD Stopping Sight Distance (SSD) = 43.04 + 94.42 = 137.46 SSD Bonnet Adjusted (SSD+2.4)** 139.86

* for simplicity, gradient will be given as zero where details of levels are unavailable and observed gradients are deemed to be insignificant in terms of the effect on vehicle braking ** 2.4 metres added to splay to allow for bonnet length of approaching vehicles

VISIBILITY SPLAY CALCULATOR: LUTTERWORTH ROAD, HUSBANDS BOSWORTH - SOUTHWESTBOUND

APPENDIX F – LCC PIA DATA TRAFFMAP SELECTION RESULTS Run on: 15/09/2016 AccsMap - Accident Analysis System

Accidents between dates 01/08/2011 and 31/07/2016 (60) months Selection: Notes: Selected using Pre-defined Query :; Refined using Accidents within selected Polygons -Data request polygons ("Bancroft A4304 15.09.2016") Police Ref. Date Cas. Sev. Cycs Peds Ch OAPs Vis. Manv. Road Cond. Time Location Selected Polygon:Bancroft A4304 15.09.2016 201201168 29/02/2012 1 Slight 0 1 0 0 Dark No turn Dry 2013 A5199 BELL LANE HUSBANDS BOSWORTH. OUTSIDE BUILDING NO 1 201205630 26/07/2012 3 Serious 0 0 0 0 Light Right Dry 1845 A4304 KILWORTH ROAD HUSBANDS BOSWORTH JW STATION ROAD 201300306 21/02/2013 2 Slight 0 0 0 1 Light No turn Dry 1525 A4304 KILWORTH ROAD HUSBANDS BOSWORTH. APPROX 500M E S 201300365 28/02/2013 1 Serious 0 0 0 0 Dark Right Wet/Damp 1926 A4304 KILWORTH ROAD HUSBANDS BOSWORTH JW STATION ROAD 201300935 01/06/2013 1 Serious 0 0 0 0 Dark No turn Dry 0349 A4304 BOSWORTH ROAD THEDDINGWORTH. OUTSIDE HOUSE NO 1. 201302337 21/10/2013 2 Slight 0 0 0 0 Light Right Wet/Damp 1300 A4304 THEDDINGWORTH ROAD THEDDINGWORTH JW PRIVATE DRI 201400501 02/03/2014 2 Serious 0 0 0 0 Light No turn Wet/Damp 1530 A4304 KILWORTH ROAD HUSBANDS BOSWORTH. OUTSIDE THE WOO 201401522 18/08/2014 2 Slight 0 0 0 0 Light Right Dry 0831 A4304 THEDDINGWORTH ROAD THEDDINGWORTH JW PRIVATE DRI 201501913 25/11/2015 1 Serious 0 0 0 0 Dark No turn Wet/Damp 1800 A4304 STATION ROAD NORTH KILWORTH. APPROX 45M E DAIRY CO

Column Totals 15 0 1 0 1 No. of Accidents 0 1 0 1

Total number of accidents listed: 9

Registered to: Leicestershire County Council 1 TRAFFMAP INTERPRETED LISTING Run on: 09/ 15/2016 AccsMap - Accident Analysis System Accidents between dates 01/08/2011 and 31/07/2016 (60) months Selection: Notes: Selected using Pre-defined Query :; Refined using Accidents within selected Polygons -Data request polygons ("Bancroft A4304 15.09.2016")

Selected Polygon:Bancroft A4304 15.09.2016

201201168 29/02/2012 Wednesday Time 2013 Vehicles 1 Casualties 1 Slight Fine without high winds Road surface Dry Darkness: street lights present and lit Special Conditions None Road Type Single carriageway INTOXICATED PED IN COLLS WITH V1 NEG BEND. V1 HIT & RUN. DIRECTIONS UNKNOWN. Occurred on A5199 BELL LANE HUSBANDS BOSWORTH. OUTSIDE BUILDING NO 15.

Vehicle Reference 1 Car Going ahead right hand bend Not in restricted lane No skidding, jack-knifing or overturning First point of impact Front Age of Driver Breath test Driver not contacted Vehicle direction NW to S FRV Journey 6

Casualty Reference: 1 Age: 52 Female Pedestrian Severity: Slight 9

201205630 26/07/2012 Thursday Time 1845 Vehicles 2 Casualties 3 Serious Fine without high winds Road surface Dry Daylight: Special Conditions None Road Type Single carriageway V1 TRAV E KILWORTH RD TURNS R TRAV S/E STATION RD & COLLS V2 TRAV W KILWORTH RD. Occurred on A4304 KILWORTH ROAD HUSBANDS BOSWORTH JW STATION ROAD.

Vehicle Reference 1 Car Turning right Not in restricted lane No skidding, jack-knifing or overturning First point of impact Nearside Age of Driver 37 Breath test Negative Vehicle direction W to SE FRV Journey Commuting to/from work

Casualty Reference: 1 Age: 37 Female Driver/rider Severity: Slight

Casualty Reference: 2 Age: 29 Female Passenger Severity: Serious

Vehicle Reference 2 Car Going ahead Not in restricted lane No skidding, jack-knifing or overturning First point of impact Front Age of Driver 35 Breath test Negative Vehicle direction E to W FRV Journey Commuting to/from work

Casualty Reference: 3 Age: 35 Female Driver/rider Severity: Slight

Registered to: Leicestershire County Council 1 TRAFFMAP INTERPRETED LISTING Run on: 09/ 15/2016 AccsMap - Accident Analysis System Accidents between dates 01/08/2011 and 31/07/2016 (60) months Selection: Notes: Selected using Pre-defined Query :; Refined using Accidents within selected Polygons -Data request polygons ("Bancroft A4304 15.09.2016")

201300306 21/02/2013 Thursday Time 1525 Vehicles 2 Casualties 2 Slight Fine without high winds Road surface Dry Daylight: Special Conditions None Road Type Single carriageway V1 TRAV W LOSES CONTROL LEAVES C/WAY N/S ONTO VERGE REBOUNDS CROSSES C/WAY & COLLS O/S V2 TRAV E KILWORTH RD. Occurred on A4304 KILWORTH ROAD HUSBANDS BOSWORTH. APPROX 500M E STATION RD.

Vehicle Reference 1 Car Going ahead Not in restricted lane No skidding, jack-knifing or overturning First point of impact Front Age of Driver 38 Breath test Not provided (medical) Vehicle direction E to W FRV Journey 6

Casualty Reference: 1 Age: 38 Female Driver/rider Severity: Slight

Vehicle Reference 2 Car Going ahead Not in restricted lane No skidding, jack-knifing or overturning First point of impact Offside Age of Driver 74 Breath test Negative Vehicle direction W to E FRV Journey 6

Casualty Reference: 2 Age: 74 Male Driver/rider Severity: Slight

Registered to: Leicestershire County Council 2 TRAFFMAP INTERPRETED LISTING Run on: 09/ 15/2016 AccsMap - Accident Analysis System Accidents between dates 01/08/2011 and 31/07/2016 (60) months Selection: Notes: Selected using Pre-defined Query :; Refined using Accidents within selected Polygons -Data request polygons ("Bancroft A4304 15.09.2016")

201300365 28/02/2013 Thursday Time 1926 Vehicles 3 Casualties 1 Serious Fine without high winds Road surface Wet/Damp Darkness: no street lighting Special Conditions None Road Type Single carriageway V1 TRAV E KILWORTH RD MOVES OFF TURNING R TRAV S/E STATION RD IN FRONT V2 (M/CYCLE) TRAV W KILWORTH RD. V3 TRAV W KILWORTH RD COLLS V2. Occurred on A4304 KILWORTH ROAD HUSBANDS BOSWORTH JW STATION ROAD,

Vehicle Reference 1 Car Turning right Not in restricted lane No skidding, jack-knifing or overturning First point of impact Nearside Age of Driver 40 Breath test Negative Vehicle direction W to SE FRV Journey 6 Vehicle Reference 2 Motorcycle over 50cc and up to 125cc Going ahead Not in restricted lane No skidding, jack-knifing or overturning First point of impact Front Age of Driver 20 Breath test Not provided (medical) Vehicle direction E to W FRV Journey 6

Casualty Reference: 1 Age: 20 Male Driver/rider Severity: Serious

Vehicle Reference 3 Car Going ahead Not in restricted lane No skidding, jack-knifing or overturning First point of impact Front Age of Driver 69 Breath test Negative Vehicle direction E to W FRV Journey 6

201300935 01/06/2013 Saturday Time 0349 Vehicles 1 Casualties 1 Serious Fine without high winds Road surface Dry Darkness: street lights present and lit Special Conditions None Road Type Single carriageway V1 TRAV S/W FAILS TO NEG L BEND TRAV S LEAVES C/WAY O/S & COLLS GARDEN WALL. NO OTHER VEHICLE INVOLVED. Occurred on A4304 BOSWORTH ROAD THEDDINGWORTH. OUTSIDE HOUSE NO 1.

Vehicle Reference 1 Car Going ahead left hand bend Not in restricted lane No skidding, jack-knifing or overturning First point of impact Front Age of Driver 20 Breath test Negative Vehicle direction NE to S FRV Journey 6

Casualty Reference: 1 Age: 20 Female Driver/rider Severity: Serious

Registered to: Leicestershire County Council 3 TRAFFMAP INTERPRETED LISTING Run on: 09/ 15/2016 AccsMap - Accident Analysis System Accidents between dates 01/08/2011 and 31/07/2016 (60) months Selection: Notes: Selected using Pre-defined Query :; Refined using Accidents within selected Polygons -Data request polygons ("Bancroft A4304 15.09.2016")

201302337 21/10/2013 Monday Time 1300 Vehicles 3 Casualties 2 Slight Raining with high winds Road surface Wet/Damp Daylight: Special Conditions None Road Type Single carriageway V1 TRAV N/E THEDDINGWORTH RD NEG SLIGHT L BEND SWERVES R TO AVOID NK V2 AHEAD AS NK V3 TURNS R TRAV S/E ONTO DRIVE. V1 LEAVES C/WAY O/S. Occurred on A4304 THEDDINGWORTH ROAD THEDDINGWORTH JW PRIVATE DRIVE TO PEBBLE HALL.

Vehicle Reference 1 Car Going ahead left hand bend Not in restricted lane Skidded and overturned First point of impact Nearside Age of Driver 20 Breath test Not provided (medical) Vehicle direction SW to NE FRV Journey 6

Casualty Reference: 1 Age: 19 Female Passenger Severity: Slight

Casualty Reference: 2 Age: 20 Male Driver/rider Severity: Slight

Vehicle Reference 2 Car Waiting to go ahead but held up Not in restricted lane No skidding, jack-knifing or overturning First point of impact Did not impact Age of Driver Breath test Not requested Vehicle direction SW to NE FRV Journey 6 Vehicle Reference 3 Car Turning right Not in restricted lane No skidding, jack-knifing or overturning First point of impact Did not impact Age of Driver Breath test Not requested Vehicle direction SW to SE FRV Journey 6

Registered to: Leicestershire County Council 4 TRAFFMAP INTERPRETED LISTING Run on: 09/ 15/2016 AccsMap - Accident Analysis System Accidents between dates 01/08/2011 and 31/07/2016 (60) months Selection: Notes: Selected using Pre-defined Query :; Refined using Accidents within selected Polygons -Data request polygons ("Bancroft A4304 15.09.2016")

201400501 02/03/2014 Sunday Time 1530 Vehicles 2 Casualties 2 Serious Raining without high winds Road surface Wet/Damp Daylight: Special Conditions None Road Type Single carriageway V1 TRAV N/E CROSSES C/WAY FOR NK REASON & COLLS FRONT V2 TRAV S/W KILWORTH RD. Occurred on A4304 KILWORTH ROAD HUSBANDS BOSWORTH. OUTSIDE THE WOODLANDS.

Vehicle Reference 1 Car Going ahead Not in restricted lane No skidding, jack-knifing or overturning First point of impact Front Age of Driver 57 Breath test Not provided (medical) Vehicle direction SW to NE FRV Unknown Journey Other/Not known

Casualty Reference: 1 Age: 57 Male Driver/rider Severity: Serious

Vehicle Reference 2 Car Going ahead Not in restricted lane No skidding, jack-knifing or overturning First point of impact Front Age of Driver 44 Breath test Not provided (medical) Vehicle direction NE to SW FRV Unknown Journey Other/Not known

Casualty Reference: 2 Age: 44 Female Driver/rider Severity: Serious

Registered to: Leicestershire County Council 5 TRAFFMAP INTERPRETED LISTING Run on: 09/ 15/2016 AccsMap - Accident Analysis System Accidents between dates 01/08/2011 and 31/07/2016 (60) months Selection: Notes: Selected using Pre-defined Query :; Refined using Accidents within selected Polygons -Data request polygons ("Bancroft A4304 15.09.2016")

201401522 18/08/2014 Monday Time 0831 Vehicles 3 Casualties 2 Slight Fine without high winds Road surface Dry Daylight: Special Conditions None Road Type Single carriageway V1 (BUS) TRAV N/E THEDDINGWORTH RD COLLS REAR V2 STATIONARY AHEAD WAITING TO TURN R TRAV S/E ONTO PRIVATE DRIVE. V2 CROSSES C/WAY & COLLS V3 TRAV S/W THEDDINGWORTH RD. Occurred on A4304 THEDDINGWORTH ROAD THEDDINGWORTH JW PRIVATE DRIVE TO PEEBLE HALL.

Vehicle Reference 1 Bus or coach Going ahead Not in restricted lane No skidding, jack-knifing or overturning First point of impact Front Age of Driver 53 Breath test Not provided (medical) Vehicle direction SW to NE FRV Unknown Journey Journey as part of work

Casualty Reference: 1 Age: 53 Female Driver/rider Severity: Slight

Vehicle Reference 2 Car Waiting to turn right Not in restricted lane No skidding, jack-knifing or overturning First point of impact Back Age of Driver 23 Breath test Negative Vehicle direction SW to SE FRV Unknown Journey Commuting to/from work

Casualty Reference: 2 Age: 23 Male Driver/rider Severity: Slight

Vehicle Reference 3 Car Going ahead Not in restricted lane No skidding, jack-knifing or overturning First point of impact Offside Age of Driver 45 Breath test Driver not contacted Vehicle direction NE to SW FRV Unknown Journey Other/Not known

201501913 25/11/2015 Wednesday Time 1800 Vehicles 1 Casualties 1 Serious Raining without high winds Road surface Wet/Damp Darkness: street lights present and lit Special Conditions None Road Type Single carriageway V1 (M/CYCLE) TRAV NK DIR BRAKES FOR NK REASON & RIDER FALLS FROM MACHINE. NO TIME OF ACCIDENT RECORD BY POLICE Occurred on A4304 STATION ROAD NORTH KILWORTH. APPROX 45M E DAIRY COTTAGES.

Vehicle Reference 1 Motorcycle over 500cc Slowing or Stopping Not in restricted lane Skidded First point of impact Front Age of Driver 23 Breath test Negative Vehicle direction E to NW FRV Unknown Journey 6

Casualty Reference: 1 Age: 23 Male Driver/rider Severity: Serious

Registered to: Leicestershire County Council 6 TRAFFMAP INTERPRETED LISTING Run on: 09/ 15/2016 AccsMap - Accident Analysis System Accidents between dates 01/08/2011 and 31/07/2016 (60) months Selection: Notes: Selected using Pre-defined Query :; Refined using Accidents within selected Polygons -Data request polygons ("Bancroft A4304 15.09.2016")

Accidents involving: Casualties:

Fatal Serious Slight Total Fatal Serious Slight Total Motor vehicles Vehicle driver only (excluding 0 3 4 7 0 3 7 10 2-wheeled2-wheels) motor Passenger vehicles 0 2 0 2 0 1 1 2

Pedal cycles 0 0 0 0 Motorcycle rider 0 2 0 2

Horses & other 0 0 0 0 Cyclist 0 0 0 0

Total 0 5 4 9 Pedestrian 0 0 1 1

Other 0 0 0 0

Total 0 6 9 15

Registered to: Leicestershire County Council 7

APPENDIX G – TRICS OUTPUT DATA

Scale 1:12000

888

888888

888

888

888

888 888

This map is based upon Ordnance Survey material with the permission of the Ordnance Survey on behalf of the Controller of Her Majesty's Stationery Office © Crown copyright. Unauthorised reproduction infringes Crown copyright and may lead to prosecution or civil proceedings. Leicestershire County Council 100019271 Published 2016 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 1 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED VEHICLES

Selected regions and areas: 02 SOUTH EAST ES EAST SUSSEX 1 days HC HAMPSHIRE 1 days SC SURREY 1 days WS WEST SUSSEX 1 days 03 SOUTH WEST DC DORSET 1 days DV DEVON 2 days SM SOMERSET 1 days 04 EAST ANGLIA NF NORFOLK 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days 06 WEST MIDLANDS SH SHROPSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 5 days SY SOUTH YORKSHIRE 1 days 08 NORTH WEST CH CHESHIRE 1 days GM GREATER MANCHESTER 1 days 09 NORTH CB CUMBRIA 1 days 10 WALES PS POWYS 1 days 11 SCOTLAND EA EAST AYRSHIRE 1 days FA FALKIRK 1 days PK PERTH & KINROSS 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 2 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

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: 21 to 71 (units: ) Range Selected by User: 20 to 80 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/08 to 12/11/15

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 5 days Tuesday 4 days Wednesday 7 days Thursday 7 days Friday 1 days

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

Selected survey types: Manual count 24 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: Suburban Area (PPS6 Out of Centre) 13 Edge of Town 11

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 22 No Sub Category 2

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category.

Filtering Stage 3 selection:

Use Class: C 3 24 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®. TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 3 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Filtering Stage 3 selection (Cont.):

Population within 1 mile: 1,001 to 5,000 4 days 5,001 to 10,000 6 days 10,001 to 15,000 6 days 15,001 to 20,000 4 days 20,001 to 25,000 2 days 25,001 to 50,000 2 days

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

Population within 5 miles: 5,001 to 25,000 4 days 25,001 to 50,000 3 days 50,001 to 75,000 2 days 75,001 to 100,000 8 days 100,001 to 125,000 1 days 125,001 to 250,000 3 days 250,001 to 500,000 2 days 500,001 or More 1 days

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

Car ownership within 5 miles: 0.6 to 1.0 5 days 1.1 to 1.5 19 days

This data displays the number of selected surveys within stated ranges of average cars owned per residential dwelling, within a radius of 5-miles of selected survey sites.

Travel Plan: Yes 2 days No 22 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 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 4 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

LIST OF SITES relevant to selection parameters

1 CB-03-A-03 SEMI DETACHED CUMBRIA HAWKSHEAD AVENUE

WORKINGTON Edge of Town Residential Zone Total Number of dwellings: 4 0 Survey date: THURSDAY 20/11/08 Survey Type: MANUAL 2 CH-03-A-09 TERRACED HOUSES CHESHIRE GREYSTOKE ROAD HURDSFIELD MACCLESFIELD Edge of Town Residential Zone Total Number of dwellings: 2 4 Survey date: MONDAY 24/11/14 Survey Type: MANUAL 3 DC-03-A-01 DETACHED DORSET ISAACS CLOSE

POOLE Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 1 Survey date: WEDNESDAY 16/07/08 Survey Type: MANUAL 4 DV-03-A-01 TERRACED HOUSES DEVON BRONSHILL ROAD

TORQUAY Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 7 Survey date: WEDNESDAY 30/09/15 Survey Type: MANUAL 5 DV-03-A-03 TERRACED & SEMI DETACHED DEVON LOWER BRAND LANE

HONITON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 7 0 Survey date: MONDAY 28/09/15 Survey Type: MANUAL 6 EA-03-A-01 DETATCHED EAST AYRSHIRE TALISKER AVENUE

KILMARNOCK Edge of Town Residential Zone Total Number of dwellings: 3 9 Survey date: THURSDAY 05/06/08 Survey Type: MANUAL 7 ES-03-A-02 PRIVATE HOUSING EAST SUSSEX SOUTH COAST ROAD

PEACEHAVEN Edge of Town Residential Zone Total Number of dwellings: 3 7 Survey date: FRIDAY 18/11/11 Survey Type: MANUAL TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 5 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

LIST OF SITES relevant to selection parameters (Cont.)

8 FA-03-A-01 SEMI-DETACHED/TERRACED FALKIRK MANDELA AVENUE

FALKIRK Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 7 Survey date: THURSDAY 30/05/13 Survey Type: MANUAL 9 GM-03-A-10 DETACHED/SEMI GREATER MANCHESTER BUTT HILL DRIVE P R E S T W I C H MANCHESTER Edge of Town Residential Zone Total Number of dwellings: 2 9 Survey date: WEDNESDAY 12/10/11 Survey Type: MANUAL 10 HC-03-A-17 HOUSES & FLATS HAMPSHIRE CANADA WAY

LIPHOOK Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 6 Survey date: THURSDAY 12/11/15 Survey Type: MANUAL 11 LN-03-A-03 SEMI DETACHED LINCOLNSHIRE ROOKERY LANE BOULTHAM LINCOLN Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 2 Survey date: TUESDAY 18/09/12 Survey Type: MANUAL 12 NF-03-A-01 SEMI DET. & BUNGALOWS NORFOLK YARMOUTH ROAD

CAISTER-ON-SEA Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 7 Survey date: TUESDAY 16/10/12 Survey Type: MANUAL 13 NY-03-A-07 DETACHED & SEMI DET. NORTH YORKSHIRE CRAVEN WAY

BOROUGHBRIDGE Edge of Town No Sub Category Total Number of dwellings: 2 3 Survey date: TUESDAY 18/10/11 Survey Type: MANUAL 14 NY-03-A-08 TERRACED HOUSES NORTH YORKSHIRE NICHOLAS STREET

YORK Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 1 Survey date: MONDAY 16/09/13 Survey Type: MANUAL TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 6 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

LIST OF SITES relevant to selection parameters (Cont.)

15 NY-03-A-09 MIXED HOUSING NORTH YORKSHIRE GRAMMAR SCHOOL LANE

NORTHALLERTON Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 2 Survey date: MONDAY 16/09/13 Survey Type: MANUAL 16 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 17 NY-03-A-11 PRIVATE HOUSING NORTH YORKSHIRE HORSEFAIR

BOROUGHBRIDGE Edge of Town Residential Zone Total Number of dwellings: 2 3 Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL 18 PK-03-A-01 DETAC. & BUNGALOWS PERTH & KINROSS TULLYLUMB TERRACE GORNHILL PERTH Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 3 6 Survey date: WEDNESDAY 11/05/11 Survey Type: MANUAL 19 PS-03-A-02 DETACHED/SEMI-DETACHED POWYS GUNROG ROAD

WELSHPOOL Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 2 8 Survey date: MONDAY 11/05/15 Survey Type: MANUAL 20 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 21 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 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 7 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

LIST OF SITES relevant to selection parameters (Cont.)

22 SM-03-A-01 DETACHED & SEMI SOMERSET WEMBDON ROAD NORTHFIELD BRIDGWATER Edge of Town Residential Zone Total Number of dwellings: 3 3 Survey date: THURSDAY 24/09/15 Survey Type: MANUAL 23 SY-03-A-01 SEMI DETACHED HOUSES SOUTH YORKSHIRE A19 BENTLEY ROAD BENTLEY RISE DONCASTER Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 5 4 Survey date: WEDNESDAY 18/09/13 Survey Type: MANUAL 24 WS-03-A-05 TERRACED & FLATS WEST SUSSEX UPPER SHOREHAM ROAD

SHOREHAM BY SEA Suburban Area (PPS6 Out of Centre) Residential Zone Total Number of dwellings: 4 8 Survey date: WEDNESDAY 18/04/12 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 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 8 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

RANK ORDER for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Ranking Type: TOTALS Time Range: 08:00-09:00 15th Percentile = No. 20 WS-03-A-05 Tot: 0.416 85th Percentile = No. 5 CH-03-A-09 Tot: 0.667

Median Values Mean Values Arrivals: 0.154 Arrivals: 0.158 Departures: 0.346 Departures: 0.411 Totals: 0.500 Totals: 0.569

Trip Rate (Sorted by Totals) Park Spaces Rank Site-Ref Description Town/City Area DWELLS Day Date Arrivals Departures Totals Per Dwelling 1 PK-03-A-01 DETAC. & BUNGA PERTH PERTH & KINROSS 36 Wed 11/05/11 0.861 0.667 1.528 3.36 2 GM-03-A-10 DETACHED/SEMI MANCHESTER GREATER MANCHESTER 29 Wed 12/10/11 0.138 0.759 0.897 2.79 3 NY-03-A-10 HOUSES AND FLA RIPON NORTH YORKSHIRE 71 Tue 17/09/13 0.183 0.521 0.704 0.83 4 CB-03-A-03 SEMI DETACHED WORKINGTON CUMBRIA 40 Thu 20/11/08 0.225 0.450 0.675 3.10 5 CH-03-A-09 TERRACED HOUSE MACCLESFIELD CHESHIRE 24 Mon 24/11/14 0.250 0.417 0.667 1.33 6 FA-03-A-01 SEMI-DETACHED/ FALKIRK FALKIRK 37 Thu 30/05/13 0.189 0.432 0.621 1.41 7 DV-03-A-01 TERRACED HOUSE TORQUAY DEVON 37 Wed 30/09/15 0.162 0.459 0.621 2.78 8 DV-03-A-03 TERRACED & SEM HONITON DEVON 70 Mon 28/09/15 0.086 0.529 0.615 1.66 9 EA-03-A-01 DETATCHED KILMARNOCK EAST AYRSHIRE 39 Thu 05/06/08 0.231 0.359 0.590 3.03 10 NY-03-A-11 PRIVATE HOUSIN BOROUGHBRIDGE NORTH YORKSHIRE 23 Wed 18/09/13 0.000 0.565 0.565 6.26 11 SM-03-A-01 DETACHED & SEM BRIDGWATER SOMERSET 33 Thu 24/09/15 0.182 0.333 0.515 3.97 12 PS-03-A-02 DETACHED/SEMI- WELSHPOOL POWYS 28 Mon 11/05/15 0.179 0.321 0.500 2.32 13 SH-03-A-05 SEMI-DETACHED/ TELFORD SHROPSHIRE 54 Thu 24/10/13 0.130 0.370 0.500 1.17 14 SC-03-A-04 DETACHED & TER BYFLEET SURREY 71 Thu 23/01/14 0.141 0.352 0.493 2.49 15 ES-03-A-02 PRIVATE HOUSIN PEACEHAVEN EAST SUSSEX 37 Fri 18/11/11 0.081 0.405 0.486 1.59 16 NY-03-A-07 DETACHED & SEM BOROUGHBRIDGE NORTH YORKSHIRE 23 Tue 18/10/11 0.087 0.391 0.478 1.96 17 DC-03-A-01 DETACHED POOLE DORSET 51 Wed 16/07/08 0.098 0.373 0.471 3.00 18 SY-03-A-01 SEMI DETACHED DONCASTER SOUTH YORKSHIRE 54 Wed 18/09/13 0.056 0.389 0.445 1.13 19 NF-03-A-01 SEMI DET. & BU CAISTER-ON-SEA NORFOLK 27 Tue 16/10/12 0.148 0.296 0.444 2.37 20 WS-03-A-05 TERRACED & FLA SHOREHAM BY SEA WEST SUSSEX 48 Wed 18/04/12 0.104 0.313 0.416 2.75 21 LN-03-A-03 SEMI DETACHED LINCOLN LINCOLNSHIRE 22 Tue 18/09/12 0.045 0.364 0.409 1.09 22 NY-03-A-09 MIXED HOUSING NORTHALLERTON NORTH YORKSHIRE 52 Mon 16/09/13 0.173 0.212 0.385 2.60 23 NY-03-A-08 TERRACED HOUSE YORK NORTH YORKSHIRE 21 Mon 16/09/13 0.048 0.286 0.334 1.14 24 HC-03-A-17 HOUSES & FLATS LIPHOOK HAMPSHIRE 36 Thu 12/11/15 0.000 0.306 0.306 3.78

This section displays actual (not average) trip rates for each of the survey days in the selected set, and ranks them in order of relative trip rate intensity, for a given time period (or peak period irrespective of time) selected by the user. The count type and direction are both displayed just above the table, along with the rows within the table representing the 85th and 15th percentile trip rate figures (highlighted in bold within the table itself).

The table itself displays details of each individual survey, alongside arrivals, departures and totals trip rates, sorted by whichever of the three directional options has been chosen by the user. As with the preceeding trip rate calculation results table, the trip rates shown are per the calculation factor (e.g. per 100m2 GFA, per employee, per hectare, etc). Note that if the peak period option has been selected (as opposed to a specific chosen time period), the peak period for each individual survey day in the table is also displayed. TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 16 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

RANK ORDER for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Ranking Type: TOTALS Time Range: 17:00-18:00 15th Percentile = No. 20 ES-03-A-02 Tot: 0.351 85th Percentile = No. 5 WS-03-A-05 Tot: 0.750

Median Values Mean Values Arrivals: 0.301 Arrivals: 0.391 Departures: 0.206 Departures: 0.171 Totals: 0.507 Totals: 0.562

Trip Rate (Sorted by Totals) Park Spaces Rank Site-Ref Description Town/City Area DWELLS Day Date Arrivals Departures Totals Per Dwelling 1 PK-03-A-01 DETAC. & BUNGA PERTH PERTH & KINROSS 36 Wed 11/05/11 0.639 0.611 1.250 3.36 2 EA-03-A-01 DETATCHED KILMARNOCK EAST AYRSHIRE 39 Thu 05/06/08 0.667 0.179 0.846 3.03 3 DC-03-A-01 DETACHED POOLE DORSET 51 Wed 16/07/08 0.510 0.333 0.843 3.00 4 CH-03-A-09 TERRACED HOUSE MACCLESFIELD CHESHIRE 24 Mon 24/11/14 0.500 0.250 0.750 1.33 5 WS-03-A-05 TERRACED & FLA SHOREHAM BY SEA WEST SUSSEX 48 Wed 18/04/12 0.458 0.292 0.750 2.75 6 NY-03-A-11 PRIVATE HOUSIN BOROUGHBRIDGE NORTH YORKSHIRE 23 Wed 18/09/13 0.609 0.130 0.739 6.26 7 NY-03-A-07 DETACHED & SEM BOROUGHBRIDGE NORTH YORKSHIRE 23 Tue 18/10/11 0.478 0.261 0.739 1.96 8 CB-03-A-03 SEMI DETACHED WORKINGTON CUMBRIA 40 Thu 20/11/08 0.475 0.250 0.725 3.10 9 NY-03-A-10 HOUSES AND FLA RIPON NORTH YORKSHIRE 71 Tue 17/09/13 0.479 0.099 0.578 0.83 10 NF-03-A-01 SEMI DET. & BU CAISTER-ON-SEA NORFOLK 27 Tue 16/10/12 0.407 0.148 0.555 2.37 11 GM-03-A-10 DETACHED/SEMI MANCHESTER GREATER MANCHESTER 29 Wed 12/10/11 0.448 0.103 0.551 2.79 12 HC-03-A-17 HOUSES & FLATS LIPHOOK HAMPSHIRE 36 Thu 12/11/15 0.306 0.222 0.528 3.78 13 DV-03-A-01 TERRACED HOUSE TORQUAY DEVON 37 Wed 30/09/15 0.297 0.189 0.486 2.78 14 SM-03-A-01 DETACHED & SEM BRIDGWATER SOMERSET 33 Thu 24/09/15 0.333 0.152 0.485 3.97 15 DV-03-A-03 TERRACED & SEM HONITON DEVON 70 Mon 28/09/15 0.371 0.100 0.471 1.66 16 SC-03-A-04 DETACHED & TER BYFLEET SURREY 71 Thu 23/01/14 0.366 0.099 0.465 2.49 17 NY-03-A-09 MIXED HOUSING NORTHALLERTON NORTH YORKSHIRE 52 Mon 16/09/13 0.269 0.192 0.461 2.60 18 FA-03-A-01 SEMI-DETACHED/ FALKIRK FALKIRK 37 Thu 30/05/13 0.243 0.135 0.378 1.41 19 SH-03-A-05 SEMI-DETACHED/ TELFORD SHROPSHIRE 54 Thu 24/10/13 0.241 0.130 0.371 1.17 20 ES-03-A-02 PRIVATE HOUSIN PEACEHAVEN EAST SUSSEX 37 Fri 18/11/11 0.351 0.000 0.351 1.59 21 NY-03-A-08 TERRACED HOUSE YORK NORTH YORKSHIRE 21 Mon 16/09/13 0.286 0.048 0.334 1.14 22 SY-03-A-01 SEMI DETACHED DONCASTER SOUTH YORKSHIRE 54 Wed 18/09/13 0.278 0.056 0.334 1.13 23 LN-03-A-03 SEMI DETACHED LINCOLN LINCOLNSHIRE 22 Tue 18/09/12 0.273 0.045 0.318 1.09 24 PS-03-A-02 DETACHED/SEMI- WELSHPOOL POWYS 28 Mon 11/05/15 0.107 0.071 0.178 2.32

This section displays actual (not average) trip rates for each of the survey days in the selected set, and ranks them in order of relative trip rate intensity, for a given time period (or peak period irrespective of time) selected by the user. The count type and direction are both displayed just above the table, along with the rows within the table representing the 85th and 15th percentile trip rate figures (highlighted in bold within the table itself).

The table itself displays details of each individual survey, alongside arrivals, departures and totals trip rates, sorted by whichever of the three directional options has been chosen by the user. As with the preceeding trip rate calculation results table, the trip rates shown are per the calculation factor (e.g. per 100m2 GFA, per employee, per hectare, etc). Note that if the peak period option has been selected (as opposed to a specific chosen time period), the peak period for each individual survey day in the table is also displayed. TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 24 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

RANK ORDER for Land Use 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED VEHICLES Ranking Type: TOTALS Time Range: 07:00-19:00 15th Percentile = No. 20 LN-03-A-03 Tot: 2.909 85th Percentile = No. 5 WS-03-A-05 Tot: 5.583

Median Values Mean Values Arrivals: 2.332 Arrivals: 2.324 Departures: 2.396 Departures: 2.307 Totals: 4.728 Totals: 4.630

Trip Rate (Sorted by Totals) Park Spaces Rank Site-Ref Description Town/City Area DWELLS Day Date Arrivals Departures Totals Per Dwelling 1 PK-03-A-01 DETAC. & BUNGA PERTH PERTH & KINROSS 36 Wed 11/05/11 4.056 3.944 8.000 3.36 2 NF-03-A-01 SEMI DET. & BU CAISTER-ON-SEA NORFOLK 27 Tue 16/10/12 3.074 3.148 6.222 2.37 3 DC-03-A-01 DETACHED POOLE DORSET 51 Wed 16/07/08 2.941 3.275 6.216 3.00 4 CH-03-A-09 TERRACED HOUSE MACCLESFIELD CHESHIRE 24 Mon 24/11/14 2.917 3.083 6.000 1.33 5 WS-03-A-05 TERRACED & FLA SHOREHAM BY SEA WEST SUSSEX 48 Wed 18/04/12 2.750 2.833 5.583 2.75 6 CB-03-A-03 SEMI DETACHED WORKINGTON CUMBRIA 40 Thu 20/11/08 2.950 2.600 5.550 3.10 7 SC-03-A-04 DETACHED & TER BYFLEET SURREY 71 Thu 23/01/14 2.662 2.676 5.338 2.49 8 EA-03-A-01 DETATCHED KILMARNOCK EAST AYRSHIRE 39 Thu 05/06/08 2.846 2.462 5.308 3.03 9 NY-03-A-07 DETACHED & SEM BOROUGHBRIDGE NORTH YORKSHIRE 23 Tue 18/10/11 2.870 2.304 5.174 1.96 10 NY-03-A-11 PRIVATE HOUSIN BOROUGHBRIDGE NORTH YORKSHIRE 23 Wed 18/09/13 2.435 2.348 4.783 6.26 11 NY-03-A-10 HOUSES AND FLA RIPON NORTH YORKSHIRE 71 Tue 17/09/13 2.366 2.408 4.774 0.83 12 DV-03-A-01 TERRACED HOUSE TORQUAY DEVON 37 Wed 30/09/15 2.270 2.459 4.729 2.78 13 SM-03-A-01 DETACHED & SEM BRIDGWATER SOMERSET 33 Thu 24/09/15 2.394 2.333 4.727 3.97 14 SH-03-A-05 SEMI-DETACHED/ TELFORD SHROPSHIRE 54 Thu 24/10/13 2.389 2.037 4.426 1.17 15 DV-03-A-03 TERRACED & SEM HONITON DEVON 70 Mon 28/09/15 2.114 2.214 4.328 1.66 16 GM-03-A-10 DETACHED/SEMI MANCHESTER GREATER MANCHESTER 29 Wed 12/10/11 2.069 2.241 4.310 2.79 17 PS-03-A-02 DETACHED/SEMI- WELSHPOOL POWYS 28 Mon 11/05/15 2.107 2.071 4.178 2.32 18 FA-03-A-01 SEMI-DETACHED/ FALKIRK FALKIRK 37 Thu 30/05/13 1.919 2.081 4.000 1.41 19 NY-03-A-09 MIXED HOUSING NORTHALLERTON NORTH YORKSHIRE 52 Mon 16/09/13 1.788 1.769 3.557 2.60 20 LN-03-A-03 SEMI DETACHED LINCOLN LINCOLNSHIRE 22 Tue 18/09/12 1.318 1.591 2.909 1.09 21 HC-03-A-17 HOUSES & FLATS LIPHOOK HAMPSHIRE 36 Thu 12/11/15 1.472 1.389 2.861 3.78 22 NY-03-A-08 TERRACED HOUSE YORK NORTH YORKSHIRE 21 Mon 16/09/13 1.476 1.381 2.857 1.14 23 ES-03-A-02 PRIVATE HOUSIN PEACEHAVEN EAST SUSSEX 37 Fri 18/11/11 1.405 1.378 2.783 1.59 24 SY-03-A-01 SEMI DETACHED DONCASTER SOUTH YORKSHIRE 54 Wed 18/09/13 1.185 1.333 2.518 1.13

This section displays actual (not average) trip rates for each of the survey days in the selected set, and ranks them in order of relative trip rate intensity, for a given time period (or peak period irrespective of time) selected by the user. The count type and direction are both displayed just above the table, along with the rows within the table representing the 85th and 15th percentile trip rate figures (highlighted in bold within the table itself).

The table itself displays details of each individual survey, alongside arrivals, departures and totals trip rates, sorted by whichever of the three directional options has been chosen by the user. As with the preceeding trip rate calculation results table, the trip rates shown are per the calculation factor (e.g. per 100m2 GFA, per employee, per hectare, etc). Note that if the peak period option has been selected (as opposed to a specific chosen time period), the peak period for each individual survey day in the table is also displayed. TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SITE DETAILS FOR NY-03-A-10 Page 1 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site Reference: NY-03-A-10 Multi-Modal Site Created: Version: 7.1.2 30/10/13 Latitude/Longitude: 54.131033, -1.5093 Land Use Type: 03 - RESIDENTIAL/A - HOUSES PRIVATELY OWNED Region/Area YORKSHIRE & NORTH LINCOLNSHIRENORTH YORKSHIRE Version/Creation Date: 7.1.2 30/10/13

D e s c r i p t i o n : HOUSES AND FLATS S t r e e t : BOROUGHBRIDGE ROAD D i s t r i c t : T o w n : RIPON Post Code: HG4 1UH

Location: Edge of Town Location Sub Category: No Sub Category Use Class: C3

Population within 500m: 1751 Population within 1 Mile: 10,001 to 15,000 Population within 5 Miles: 75,001 to 100,000 Car ownership within 5 Miles: 1.1 to 1.5

Public Transport Provision Summary Day Period Total buses/trams Total Trains Total within 400m within 1000m Services Monday-Friday 0700-1900 72 72 Monday-Friday 0700-1000 18 18 Monday-Friday 1600-1900 18 18 Saturday 0700-1900 72 72 Sunday 0700-1900

Is site associated with a travel plan: No If not, are there any plans to implement a Travel Plan in the future? No Is survey data available before the implementation of the Travel Plan? Is the location of the site hilly or flat: Flat Urban Regeneration: No

Previous survey NY-03-A-05 Site area 2.21 hect Number of dwellings 71 Housing Density 48.30

No. of developments for this Site: 1 No. of survey Days for this Site: 1

Comments This site is located off Boroughbridge Road on Skelldale Close, a predominantly residential area. Boroughbridge Road then joins Ripon by Pass (A61) which heads northwest towards the centre of Ripon and then carrying south onto Harrogate. This site has the one access point for all modes.

Bus (or tram) site accessibility 3. Is there at least 1 bus (or tram) stop within the site frontage or within 400m of the site frontage? : Yes 5. If yes to question 3, are there at least 2 buses (or trams) per hour (per direction between 0700 and 1900) with routes serving significant areas of population within a 5 kilometre radius? (Mon-Sat): Yes 6. If yes to question 5, what are the service characteristics? (please complete the outline information below)

Destination (town/area) Number per hour Approx. journey time Leeds 3 158 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SITE DETAILS FOR NY-03-A-10 Page 2 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Design features encouraging non-car modes

12. Pedestrians Local walkways have been provided for the use of pedestrians

13. Pedal cycles None

14. Public transport The site has local bus stops closeby

Design features encouraging non-car modes

Road Network Distance to Local Developments Year of Analysis 2013 Nearest Primary School 0.7 kilometres Nearest Secondary School 2.0 kilometres Nearest Local Shop/Corner Shop 0.7 kilometres Nearest Main Supermarket 1.3 kilometres Nearest Doctors Surgery 1.2 kilometres Nearest Hospital with Minor Injuries/A & E 1.0 kilometres Nearest Sports/Leisure Centre 0.6 kilometres

Census Data Year of Census 2011 Census Output Area/Data Zone E00141102 Number of people employed within Census Output Area 157 Number of households within Census Output Area 147 Number of people living within Census Output Area 320 Area of Census Output Area (hectares) 54.00 Population density within Census Output Area (per hectare) 5.90 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SITE DETAILS FOR NY-03-A-10 Page 3 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

SITE PHOTO TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 DEVELOPMENT DETAILS FOR NY-03-A-10 / 01 Page 4 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site reference: NY-03-A-10 Multi-Modal survey site Trade name: SKELLDALE CLOSE

Site area (h/a): 2 . 2 1 Site area excluding public open spaces (h/a): 1 . 4 7

Open since 1995

Occupied dwellings 71 Unoccupied dwellings 0 Total dwellings 71

Housing Density 4 8 . 3 0 Privately owned units 71 Non-Privately owned units 0 Name of nearest site LYDEN CLOSE Distance to nearest similar site 0 Km

Average Bedrooms Per Unit 1.94 No of units with 1 bedroom 16 No of units with 2 bedrooms 43 No of units with 3 bedrooms 12 No of units with 4+ bedrooms 0 Total bedrooms 138 Unit Density 32.1

Residential unit types Private Non-Private Total Detached houses 12 12 Semi-detached houses 35 35 Terraced houses 8 8 Bungalows 0 0 Flats (in houses) 16 16 Flats (in blocks) 0 0 Other (specify below) 0 0 O t h e r :

Comments Lyden Close is located 0.1km away TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 PARKING DETAILS FOR SITE NY-03-A-10 Page 5 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Multi-Modal survey site On-Site parking Total no. of parking spaces 59 Parking Spaces Per Hectare 2 6 . 6 9 7 Parking Spaces Per dwelling 0 . 8 3 1 Arrivals Per Parking Space 2 . 8 5

Number of spaces On-Street 0 Driveway 49 Garages 6 Communal parking spaces 4

General Comments on Parking Parking is mainly on driveways, on street parking is difficult due to the curves in the road.

Off-Site parking details Is there off-site parking available Yes Off-Site parking included in the counts No Free On-Street parking available nearby Yes If yes, considered easy to find a space Yes If prepared to pay, easy to find somewhere to park off-site all day No

Parking restrictions Area subject to parking restrictions (controlled parking zone - CPZ) No

Off-Street parking Off-Street parking available NO

Park & Ride Park & Ride Type Facility providing relevant means of accessing the site No TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SURVEY DAY DETAILS FOR NY-03-A-10 / 01 Page 6 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site reference: NY-03-A-10 Survey date: 17/09/13 Day of week: Tuesday Multi-Modal survey site Vehicles surveyed: Total vehicles Survey type: Manual Count AM weather: Mild and Cloudy PM weather: Mild and Cloudy Initial car park occupancy: 58 Final car park occupancy: 55 BRACKETED ACCUMULATION FIGURES ARE NOT ABSOLUTE Parking Capacity 9 3 % (59 On-Site Spaces) Data proportions in % Motor cars 85 Motor cycles 0 Public service 0 Light goods 14 OGV (1) 1 OGV (2) 0 Taxis 0

Time Arr 168 Dep 171 Totals Parking Accum 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 4 21 25 41 08:00-09:00 13 37 50 17 09:00-10:00 10 12 22 15 10:00-11:00 9 9 18 15 11:00-12:00 9 10 19 14 12:00-13:00 11 9 20 16 13:00-14:00 9 14 23 11 14:00-15:00 10 14 24 7 15:00-16:00 19 13 32 13 16:00-17:00 22 12 34 23 17:00-18:00 34 7 41 50 18:00-19:00 18 13 31 55 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 23:00-24:00 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SURVEY DAY DETAILS FOR NY-03-A-10 / 03 Page 7 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site reference: NY-03-A-10 Survey date: 17/09/13 Day of week: Tuesday Multi-Modal survey site Vehicles surveyed: OGV

Data proportions in % OGV (1) 100 OGV (2) 0

1 occupant per OGV is assumed, and included in the vehicle occupants count

Time Arr 2 Dep 2 Totals Accumulation 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 0 0 0 (0) 08:00-09:00 0 0 0 (0) 09:00-10:00 0 0 0 (0) 10:00-11:00 0 0 0 (0) 11:00-12:00 1 0 1 (1) 12:00-13:00 0 1 1 (0) 13:00-14:00 0 0 0 (0) 14:00-15:00 0 0 0 (0) 15:00-16:00 1 0 1 (1) 16:00-17:00 0 1 1 (0) 17:00-18:00 0 0 0 (0) 18:00-19:00 0 0 0 (0) 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 23:00-24:00 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SURVEY DAY DETAILS FOR NY-03-A-10 / 04 Page 8 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site reference: NY-03-A-10 Survey date: 17/09/13 Day of week: Tuesday Multi-Modal survey site Vehicles surveyed: LGV

Time Arr 24 Dep 24 Totals Accumulation 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 1 2 3 (-1) 08:00-09:00 2 3 5 (-2) 09:00-10:00 2 0 2 (0) 10:00-11:00 3 1 4 (2) 11:00-12:00 1 2 3 (1) 12:00-13:00 2 1 3 (2) 13:00-14:00 2 0 2 (4) 14:00-15:00 4 3 7 (5) 15:00-16:00 1 0 1 (6) 16:00-17:00 2 3 5 (5) 17:00-18:00 3 2 5 (6) 18:00-19:00 1 7 8 (0) 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 23:00-24:00 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SURVEY DAY DETAILS FOR NY-03-A-10 / 02 Page 9 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site reference: NY-03-A-10 Survey date: 17/09/13 Day of week: Tuesday Multi-Modal survey site Vehicles surveyed: Cycles

Time Arr 13 Dep 13 Totals Accumulation 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 0 0 0 (0) 08:00-09:00 0 6 6 (-6) 09:00-10:00 0 2 2 (-8) 10:00-11:00 0 3 3 (-11) 11:00-12:00 0 0 0 (-11) 12:00-13:00 0 0 0 (-11) 13:00-14:00 3 1 4 (-9) 14:00-15:00 1 0 1 (-8) 15:00-16:00 1 1 2 (-8) 16:00-17:00 6 0 6 (-2) 17:00-18:00 2 0 2 (0) 18:00-19:00 0 0 0 (0) 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 23:00-24:00 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SURVEY DAY DETAILS FOR NY-03-A-10 / 08 Page 10 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site reference: NY-03-A-10 Survey date: 17/09/13 Day of week: Tuesday Multi-Modal survey site People Surveyed: Car/LGV/Motorcycle occupants

This count consists of car occupants, light goods vehicle occupants, motorcycle riders and OGV occupants Taxi drivers and drivers of private vehicles picking up/dropping off passengers at the site are excluded from the count

Time 1 2 3 4 5 6 7 Arr 234 1 2 3 4 5 6 7 Dep 236 Totals Accum 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 3 1 0 0 0 0 0 5 14 6 1 0 0 0 0 29 34 (-24) 08:00-09:00 9 3 1 0 0 0 0 18 19 14 4 0 0 0 0 59 77 (-65) 09:00-10:00 4 6 0 0 0 0 0 16 8 4 0 0 0 0 0 16 32 (-65) 10:00-11:00 6 3 0 0 0 0 0 12 7 2 0 0 0 0 0 11 23 (-64) 11:00-12:00 6 3 0 0 0 0 0 12 7 3 0 0 0 0 0 13 25 (-65) 12:00-13:00 7 3 1 0 0 0 0 16 6 3 0 0 0 0 0 12 28 (-61) 13:00-14:00 7 2 0 0 0 0 0 11 10 4 0 0 0 0 0 18 29 (-68) 14:00-15:00 7 3 0 0 0 0 0 13 9 5 0 0 0 0 0 19 32 (-74) 15:00-16:00 12 6 1 0 0 0 0 27 8 5 0 0 0 0 0 18 45 (-65) 16:00-17:00 13 9 0 0 0 0 0 31 9 2 1 0 0 0 0 16 47 (-50) 17:00-18:00 19 12 3 0 0 0 0 52 6 1 0 0 0 0 0 8 60 (-6) 18:00-19:00 15 3 0 0 0 0 0 21 9 4 0 0 0 0 0 17 38 (-2) 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 23:00-24:00 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SURVEY DAY DETAILS FOR NY-03-A-10 / 05 Page 11 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site reference: NY-03-A-10 Survey date: 17/09/13 Day of week: Tuesday Multi-Modal survey site People Surveyed: Pedestrians

Time Arr 16 Dep 16 Totals Accumulation 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 0 2 2 (-2) 08:00-09:00 0 5 5 (-7) 09:00-10:00 0 8 8 (-15) 10:00-11:00 2 1 3 (-14) 11:00-12:00 1 0 1 (-13) 12:00-13:00 1 0 1 (-12) 13:00-14:00 2 0 2 (-10) 14:00-15:00 1 0 1 (-9) 15:00-16:00 2 0 2 (-7) 16:00-17:00 4 0 4 (-3) 17:00-18:00 3 0 3 (0) 18:00-19:00 0 0 0 (0) 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 23:00-24:00 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SURVEY DAY DETAILS FOR NY-03-A-10 / 06 Page 12 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site reference: NY-03-A-10 Survey date: 17/09/13 Day of week: Tuesday Multi-Modal survey site People Surveyed: Public transport Users

Time Arr 1 Dep 1 Totals Accumulation 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 0 0 0 (0) 08:00-09:00 0 0 0 (0) 09:00-10:00 0 1 1 (-1) 10:00-11:00 0 0 0 (-1) 11:00-12:00 0 0 0 (-1) 12:00-13:00 0 0 0 (-1) 13:00-14:00 0 0 0 (-1) 14:00-15:00 0 0 0 (-1) 15:00-16:00 0 0 0 (-1) 16:00-17:00 0 0 0 (-1) 17:00-18:00 0 0 0 (-1) 18:00-19:00 1 0 1 (0) 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 23:00-24:00 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SURVEY DAY DETAILS FOR NY-03-A-10 / 07 Page 13 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site reference: NY-03-A-10 Survey date: 17/09/13 Day of week: Tuesday Multi-Modal survey site People Surveyed: Bus/Tram Passengers

Time Arr 1 Dep 1 Totals Accumulation 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 0 0 0 (0) 08:00-09:00 0 0 0 (0) 09:00-10:00 0 1 1 (-1) 10:00-11:00 0 0 0 (-1) 11:00-12:00 0 0 0 (-1) 12:00-13:00 0 0 0 (-1) 13:00-14:00 0 0 0 (-1) 14:00-15:00 0 0 0 (-1) 15:00-16:00 0 0 0 (-1) 16:00-17:00 0 0 0 (-1) 17:00-18:00 0 0 0 (-1) 18:00-19:00 1 0 1 (0) 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 23:00-24:00 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Tuesday 13/09/16 SURVEY DAY DETAILS FOR NY-03-A-10 Page 14 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Site reference: NY-03-A-10 Survey date: 17/09/13 Day of week: Tuesday Multi-Modal survey site People Surveyed: Total people

Time Arr 264 Dep 266 Totals Accumulation 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 5 31 36 (-26) 08:00-09:00 18 70 88 (-78) 09:00-10:00 16 27 43 (-89) 10:00-11:00 14 15 29 (-90) 11:00-12:00 13 13 26 (-90) 12:00-13:00 17 12 29 (-85) 13:00-14:00 16 19 35 (-88) 14:00-15:00 15 19 34 (-92) 15:00-16:00 30 19 49 (-81) 16:00-17:00 41 16 57 (-56) 17:00-18:00 57 8 65 (-7) 18:00-19:00 22 17 39 (-2) 19:00-20:00 20:00-21:00 21:00-22:00 22:00-23:00 23:00-24:00 TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 1 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Calculation Reference: AUDIT-539501-160923-0917 TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 03 - RESIDENTIAL Category : A - HOUSES PRIVATELY OWNED VEHICLES

Selected regions and areas: 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 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: 71 to 71 (units: ) Range Selected by User: 20 to 80 (units: )

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/08 to 12/11/15

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: Tuesday 1 days

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

Selected survey types: Manual count 1 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 1

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: 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.

Filtering Stage 3 selection:

Use Class: C 3 1 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®. TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 2 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

Filtering Stage 3 selection (Cont.):

Population within 1 mile: 10,001 to 15,000 1 days

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

Population within 5 miles: 75,001 to 100,000 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 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 1 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 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 3 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

LIST OF SITES relevant to selection parameters

1 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

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count.

MANUALLY DESELECTED SITES

Site Ref Reason for Deselection CB-03-A-03 X CH-03-A-09 X DC-03-A-01 X DV-03-A-01 X DV-03-A-03 X EA-03-A-01 X ES-03-A-02 X FA-03-A-01 X GM-03-A-10 X HC-03-A-17 X LN-03-A-03 X NF-03-A-01 X NY-03-A-05 X NY-03-A-07 X NY-03-A-08 X NY-03-A-09 X NY-03-A-11 X PK-03-A-01 X PS-03-A-02 X SC-03-A-04 X SH-03-A-05 X SM-03-A-01 X SY-03-A-01 X WS-03-A-05 X TRICS 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 4 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

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 1 71 0.056 1 71 0.296 1 71 0.352 08:00 - 09:00 1 71 0.183 1 71 0.521 1 71 0.704 09:00 - 10:00 1 71 0.141 1 71 0.169 1 71 0.310 10:00 - 11:00 1 71 0.127 1 71 0.127 1 71 0.254 11:00 - 12:00 1 71 0.127 1 71 0.141 1 71 0.268 12:00 - 13:00 1 71 0.155 1 71 0.127 1 71 0.282 13:00 - 14:00 1 71 0.127 1 71 0.197 1 71 0.324 14:00 - 15:00 1 71 0.141 1 71 0.197 1 71 0.338 15:00 - 16:00 1 71 0.268 1 71 0.183 1 71 0.451 16:00 - 17:00 1 71 0.310 1 71 0.169 1 71 0.479 17:00 - 18:00 1 71 0.479 1 71 0.099 1 71 0.578 18:00 - 19:00 1 71 0.254 1 71 0.183 1 71 0.437 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 2.368 2.409 4.777

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: 71 - 71 (units: ) Survey date date range: 01/01/08 - 12/11/15 Number of weekdays (Monday-Friday): 1 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 24

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 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 5 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

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 1 71 0.000 1 71 0.000 1 71 0.000 08:00 - 09:00 1 71 0.000 1 71 0.000 1 71 0.000 09:00 - 10:00 1 71 0.000 1 71 0.000 1 71 0.000 10:00 - 11:00 1 71 0.000 1 71 0.000 1 71 0.000 11:00 - 12:00 1 71 0.000 1 71 0.000 1 71 0.000 12:00 - 13:00 1 71 0.000 1 71 0.000 1 71 0.000 13:00 - 14:00 1 71 0.000 1 71 0.000 1 71 0.000 14:00 - 15:00 1 71 0.000 1 71 0.000 1 71 0.000 15:00 - 16:00 1 71 0.000 1 71 0.000 1 71 0.000 16:00 - 17:00 1 71 0.000 1 71 0.000 1 71 0.000 17:00 - 18:00 1 71 0.000 1 71 0.000 1 71 0.000 18:00 - 19:00 1 71 0.000 1 71 0.000 1 71 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.000 0.000 0.000

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 71 - 71 (units: ) Survey date date range: 01/01/08 - 12/11/15 Number of weekdays (Monday-Friday): 1 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 24

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 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 6 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

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 1 71 0.000 1 71 0.000 1 71 0.000 08:00 - 09:00 1 71 0.000 1 71 0.000 1 71 0.000 09:00 - 10:00 1 71 0.000 1 71 0.000 1 71 0.000 10:00 - 11:00 1 71 0.000 1 71 0.000 1 71 0.000 11:00 - 12:00 1 71 0.014 1 71 0.000 1 71 0.014 12:00 - 13:00 1 71 0.000 1 71 0.014 1 71 0.014 13:00 - 14:00 1 71 0.000 1 71 0.000 1 71 0.000 14:00 - 15:00 1 71 0.000 1 71 0.000 1 71 0.000 15:00 - 16:00 1 71 0.014 1 71 0.000 1 71 0.014 16:00 - 17:00 1 71 0.000 1 71 0.014 1 71 0.014 17:00 - 18:00 1 71 0.000 1 71 0.000 1 71 0.000 18:00 - 19:00 1 71 0.000 1 71 0.000 1 71 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.028 0.028 0.056

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: 71 - 71 (units: ) Survey date date range: 01/01/08 - 12/11/15 Number of weekdays (Monday-Friday): 1 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 24

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 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 7 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

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 1 71 0.000 1 71 0.000 1 71 0.000 08:00 - 09:00 1 71 0.000 1 71 0.000 1 71 0.000 09:00 - 10:00 1 71 0.000 1 71 0.000 1 71 0.000 10:00 - 11:00 1 71 0.000 1 71 0.000 1 71 0.000 11:00 - 12:00 1 71 0.000 1 71 0.000 1 71 0.000 12:00 - 13:00 1 71 0.000 1 71 0.000 1 71 0.000 13:00 - 14:00 1 71 0.000 1 71 0.000 1 71 0.000 14:00 - 15:00 1 71 0.000 1 71 0.000 1 71 0.000 15:00 - 16:00 1 71 0.000 1 71 0.000 1 71 0.000 16:00 - 17:00 1 71 0.000 1 71 0.000 1 71 0.000 17:00 - 18:00 1 71 0.000 1 71 0.000 1 71 0.000 18:00 - 19:00 1 71 0.000 1 71 0.000 1 71 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.000 0.000 0.000

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table.

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places.

Parameter summary

Trip rate parameter range selected: 71 - 71 (units: ) Survey date date range: 01/01/08 - 12/11/15 Number of weekdays (Monday-Friday): 1 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 24

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 7.3.2 260716 B17.39 (C) 2016 TRICS Consortium Ltd Friday 23/09/16 Page 8 Bancroft Consulting Jarodale House, Sherwood Nottingham Licence No: 539501

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 1 71 0.000 1 71 0.000 1 71 0.000 08:00 - 09:00 1 71 0.000 1 71 0.085 1 71 0.085 09:00 - 10:00 1 71 0.000 1 71 0.028 1 71 0.028 10:00 - 11:00 1 71 0.000 1 71 0.042 1 71 0.042 11:00 - 12:00 1 71 0.000 1 71 0.000 1 71 0.000 12:00 - 13:00 1 71 0.000 1 71 0.000 1 71 0.000 13:00 - 14:00 1 71 0.042 1 71 0.014 1 71 0.056 14:00 - 15:00 1 71 0.014 1 71 0.000 1 71 0.014 15:00 - 16:00 1 71 0.014 1 71 0.014 1 71 0.028 16:00 - 17:00 1 71 0.085 1 71 0.000 1 71 0.085 17:00 - 18:00 1 71 0.028 1 71 0.000 1 71 0.028 18:00 - 19:00 1 71 0.000 1 71 0.000 1 71 0.000 19:00 - 20:00 20:00 - 21:00 21:00 - 22:00 22:00 - 23:00 23:00 - 24:00 Total Rates: 0.183 0.183 0.366

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: 71 - 71 (units: ) Survey date date range: 01/01/08 - 12/11/15 Number of weekdays (Monday-Friday): 1 Number of Saturdays: 0 Number of Sundays: 0 Surveys automatically removed from selection: 0 Surveys manually removed from selection: 24

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.

APPENDIX H – PICADY OUTPUTS

Post & Wire Fence ht 1.1m ht Fence Wire & Post Post & Wire Fence ht 0.9m ht Fence Wire & Post Trough

147.87 147.79 152.04 Gy DP 147.64 E:

MH 145.5 151.61 Grass 155.20 144.5 E: 156.18 R: 147.73 R: DP 147.45 MH

DP 143.5

Gy Duct

147.43

R/Wall 147.53 Gy

147.99 147.46 147.47 THL Sign 147.54 MH MH DP 155.13 Grass

R: 145.0 147.661 G1

147.73 CTV

147.61 144.0 148.31 TWL Gy

(A4304) Theddingworth Road Tarmac

147.43 St

143.5

146.0 Stmp 147.21

Stay MH R/Wall Stmp

Wall ht 1.5m Grass 146.5 Stmp Stmp Tarmac 143.0

144.5 146.92 Tp

146.93 142.5 Stmp

146.75

Lp Wall ht 2.1m 1.2m ht Fence Rail & Post Post & Rail Fence ht 1m

146.83 B1 Sycamore 006*

Grass R/Wall

146.51

146.62 Grass 145.0

Sign 145.5

144.0

146.56 146.25 Trough 164.60 Sign C1 Ash, Common 018 TCL:

G1.4 C1 Sycamore 017 146.5

146.07 MG

146.03 Grass 148.28

143.5 G0.5 TWL 146.0 MG 165.94 MG G0.5 TCL: 145.69 MH

145.75 U Pine, Scots 005 144.5

145.67 Tarmac 143.0 142.5

145.46

Small Trees 142.0 & Bushes

145.42 Grass MG

Post & Wire Fence ht 1m 144.0

145.0 Tp

Open Panel Fence ht 1.4m 145.5 145.16

146.5

145.06 Sp 144.73 Gy C2 Group, mixed species 013*

144.88

MG 143.5

MG 146.0

144.68 CTV

144.5 MG 144.555 G2 143.0 164.43 B1&2 Sycamore 003

144.56 TCL:

142.5 G0.7 Stay MG B1&2 Sycamore 002 MG 167.22 Tp TCL: 144.31 MG

142.0 Grass

B1&2 Sycamore 004 144.0 163.06 TCL:

144.29 Sign 145.0

143.99 Grass

143.96 143.5 C1 Ash, Common 015 161.27 143.71 Tp TCL: B1 Sycamore 001 MG 161.35 159.18 G2.4 TCL: TCL: C1 Sycamore 016* MG C1 Sycamore 014

MG 143.0 Stay

MG Post & Wire Fence ht 1m

143.64 C2 Sycamore 019 142.5 MG

143.30 Open Panel Fence ht 1.4m 142.0 143.64

CVR (A4304) Theddingworth Road 141.5 141.0

143.43 CTV MG Small Trees

& Bushes 142.96 1.1m ht Fence Wire & Post 151.85 TCL: RPA for 019

Post & Wire Fence ht 1.1m

143.19 Grass

Tarmac B1 Cherry, wild 012* Grass Tp 142.67 Stay 142.469 142.96 154.33 G3

TCL:

MG Wall ht 1.3m ht Wall C1 Sycamore 009 Trees & Bushes

142.40 Tarmac ht 2.1m Wall C1 Poplar 010*

Gy 142.74 142.37 143.32 CVR MH 142.21 ht 2.1m Wall C2 Group, mixed species 008*

Open Panel Fence ht 1.9m Trees & Bushes 142.09 141.95 Gy 142.57 Grass Grass Sp

141.93 Post & Rail Fence ht 1m

142.39 Sign

Tarmac

Vegetation 141.74

142.22 Trees & 171.38 Bushes G3.2 TCL:

142.09 141.59 B2 Poplar 011 Sp No Cover ELC

141.92

141.46 PInv Sp Tarmac

141.83 Trees & Bushes 141.17

Open Panel Fence ht 1.9m Gy Grass 140.927 Vegetation G4

141.23

141.56

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TRL LIMITED

(C) COPYRIGHT 2010

CAPACITIES, QUEUES, AND DELAYS AT 3 OR 4-ARM MAJOR/MINOR PRIORITY JUNCTIONS

PICADY 5.1 ANALYSIS PROGRAM RELEASE 5.0 (JUNE 2010)

ADAPTED FROM PICADY/3 WHICH IS CROWN COPYRIGHT BY PERMISSION OF THE CONTROLLER OF HMSO

------FOR SALES AND DISTRIBUTION INFORMATION, PROGRAM ADVICE AND MAINTENANCE CONTACT: TRL SOFTWARE SALES TEL: CROWTHORNE (01344) 770758, FAX: 770356 EMAIL: [email protected] ------

THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF HIS/HER RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION

Run with file:- "Z:\2014 Projects\F14135 Lutterworth Road, Husbands Bosworth\Capacity Analysis\ Lutterworth Rd_site access ghost island AM peak.vpi" (drive-on-the-left) at 16:05:16 on Tuesday, 27 September 2016

RUN INFORMATION ***************

RUN TITLE : Lutterworth Road / Site Access Ghost Island 2016 AM LOCATION : Lutterworth Road, Husbands Bosworth DATE : 20/09/16 CLIENT : ENUMERATOR : KH JOB NUMBER : F14135 STATUS : Preliminary DESCRIPTION :

MAJOR/MINOR JUNCTION CAPACITY AND DELAY ***************************************

INPUT DATA ------

MAJOR ROAD (ARM C) ------MAJOR ROAD (ARM A) I I I I I I MINOR ROAD (ARM B)

ARM A IS Theddingworth Road West ARM B IS Site Access ARM C IS Theddingworth Road East

STREAM LABELLING CONVENTION ------STREAM A-B CONTAINS TRAFFIC GOING FROM ARM A TO ARM B STREAM B-AC CONTAINS TRAFFIC GOING FROM ARM B TO ARM A AND TO ARM C ETC.

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GEOMETRIC DATA ------I DATA ITEM I MINOR ROAD B I ------I TOTAL MAJOR ROAD CARRIAGEWAY WIDTH I ( W ) 6.00 M. I I CENTRAL RESERVE WIDTH I (WCR ) 0.00 M. I I I I I MAJOR ROAD RIGHT TURN - WIDTH I (WC-B) 3.00 M. I I - VISIBILITY I (VC-B)230.00 M. I I - BLOCKS TRAFFIC (SPACES) I YES ( 7) I I I I I MINOR ROAD - VISIBILITY TO LEFT I (VB-C) 21.0 M. I I - VISIBILITY TO RIGHT I (VB-A) 16.0 M. I I - LANE 1 WIDTH I (WB-C) 2.94 M. I I - LANE 2 WIDTH I (WB-A) 0.00 M. I ------

.SLOPES AND INTERCEPT ------(NB:Streams may be combined, in which case capacity will be adjusted)

------I Intercept For Slope For Opposing Slope For Opposing I I STREAM B-C STREAM A-C STREAM A-B I ------I 630.20 0.24 0.10 I ------

------I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I ------I 489.33 0.23 0.09 0.14 0.32 I ------

------I Intercept For Slope For Opposing Slope For Opposing I I STREAM C-B STREAM A-C STREAM A-B I ------I 768.73 0.30 0.30 I ------(NB These values do not allow for any site specific corrections)

TRAFFIC DEMAND DATA ------I ARM I FLOW SCALE(%) I ------I A I 100 I I B I 100 I I C I 100 I ------

Demand set: Lutterworth Road / Site Access Ghost Island 2016 AM

TIME PERIOD BEGINS 07.45 AND ENDS 09.15

LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN.

DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA

------I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I I I I I I I I I ------I ARM A I 15.00 I 45.00 I 75.00 I 4.19 I 6.28 I 4.19 I I ARM B I 15.00 I 45.00 I 75.00 I 0.26 I 0.39 I 0.26 I I ARM C I 15.00 I 45.00 I 75.00 I 4.89 I 7.33 I 4.89 I ------

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Demand set: Lutterworth Road / Site Access Ghost Island 2016 AM ------I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ------I 07.45 - 09.15 I I I I I I I ARM A I 0.000 I 0.012 I 0.988 I I I I 0.0 I 4.0 I 331.0 I I I I ( 0.0)I ( 0.0)I ( 7.9)I I I I I I I I I ARM B I 0.524 I 0.000 I 0.476 I I I I 11.0 I 0.0 I 10.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM C I 0.992 I 0.008 I 0.000 I I I I 388.0 I 3.0 I 0.0 I I I I ( 8.5)I ( 0.0)I ( 0.0)I I I I I I I ------TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA THE PERCENTAGE OF HEAVY VEHICLES VARIES OVER TURNING MOVEMENTS

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------FOR COMBINED DEMAND SETS AND FOR TIME PERIOD 1

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 07.45-08.00 I I B-AC 0.26 7.53 0.035 0.00 0.04 0.5 0.14 I I C-AB 0.04 11.46 0.003 0.00 0.00 0.0 0.09 I I A-B 0.05 I I A-C 4.15 I I I

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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.00-08.15 I I B-AC 0.31 7.22 0.044 0.04 0.05 0.7 0.14 I I C-AB 0.04 11.20 0.004 0.00 0.00 0.1 0.09 I I A-B 0.06 I I A-C 4.96 I I I

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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.15-08.30 I I B-AC 0.39 6.77 0.057 0.05 0.06 0.9 0.16 I I C-AB 0.06 10.84 0.005 0.00 0.00 0.1 0.09 I I A-B 0.07 I I A-C 6.07 I I I

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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.30-08.45 I I B-AC 0.39 6.77 0.057 0.06 0.06 0.9 0.16 I I C-AB 0.06 10.84 0.005 0.00 0.00 0.1 0.09 I I A-B 0.07 I I A-C 6.07 I I I

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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 08.45-09.00 I I B-AC 0.31 7.22 0.044 0.06 0.05 0.7 0.14 I I C-AB 0.04 11.20 0.004 0.00 0.00 0.1 0.09 I I A-B 0.06 I I A-C 4.96 I I I

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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 09.00-09.15 I I B-AC 0.26 7.53 0.035 0.05 0.04 0.6 0.14 I I C-AB 0.04 11.46 0.003 0.00 0.00 0.0 0.09 I I A-B 0.05 I I A-C 4.15 I I I

------*WARNING* NO MARGINAL ANALYSIS OF CAPACITIES AS MAJOR ROAD BLOCKING MAY OCCUR

QUEUE FOR STREAM B-AC ------TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.0 08.15 0.0 08.30 0.1 08.45 0.1 09.00 0.0 09.15 0.0

QUEUE FOR STREAM C-AB ------TIME NO. OF SEGMENT VEHICLES ENDING IN QUEUE 08.00 0.0 08.15 0.0 08.30 0.0 08.45 0.0 09.00 0.0 09.15 0.0

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QUEUEING DELAY INFORMATION OVER WHOLE PERIOD ------I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I ------I B-AC I 28.9 I 19.3 I 4.2 I 0.15 I 4.2 I 0.15 I I C-AB I 4.1 I 2.8 I 0.4 I 0.09 I 0.4 I 0.09 I I A-B I 5.5 I 3.7 I I I I I I A-C I 455.6 I 303.7 I I I I I ------I ALL I 1028.2 I 685.5 I 4.6 I 0.00 I 4.6 I 0.00 I ------* DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD.

*******END OF RUN*******

======end of file ======

Printed at 16:05:27 on 27/09/2016]

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Demand set: Lutterworth Road / Site Access Ghost Island 2016 AM ------I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ------I TIME I FROM/TO I ARM A I ARM B I ARM C I ------I 16.45 - 18.15 I I I I I I I ARM A I 0.000 I 0.028 I 0.972 I I I I 0.0 I 10.0 I 342.0 I I I I ( 0.0)I ( 0.0)I ( 5.0)I I I I I I I I I ARM B I 0.500 I 0.000 I 0.500 I I I I 2.0 I 0.0 I 2.0 I I I I ( 0.0)I ( 0.0)I ( 0.0)I I I I I I I I I ARM C I 0.973 I 0.027 I 0.000 I I I I 325.0 I 9.0 I 0.0 I I I I ( 5.5)I ( 0.0)I ( 0.0)I I I I I I I ------TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA THE PERCENTAGE OF HEAVY VEHICLES VARIES OVER TURNING MOVEMENTS

QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT ------FOR COMBINED DEMAND SETS AND FOR TIME PERIOD 1

------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 16.45-17.00 I I B-AC 0.05 7.67 0.007 0.00 0.01 0.1 0.13 I I C-AB 0.11 11.43 0.010 0.00 0.01 0.1 0.09 I I A-B 0.13 I I A-C 4.29 I I I

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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I B-AC 0.06 7.37 0.008 0.01 0.01 0.1 0.14 I I C-AB 0.13 11.16 0.012 0.01 0.01 0.2 0.09 I I A-B 0.15 I I A-C 5.12 I I I

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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I B-AC 0.07 6.95 0.011 0.01 0.01 0.2 0.15 I I C-AB 0.17 10.79 0.015 0.01 0.02 0.2 0.09 I I A-B 0.18 I I A-C 6.28 I I I

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------I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.30-17.45 I I B-AC 0.07 6.95 0.011 0.01 0.01 0.2 0.15 I I C-AB 0.17 10.79 0.015 0.02 0.02 0.2 0.09 I I A-B 0.18 I I A-C 6.28 I I I

APPENDIX I – NATIONAL STATISTICS DATA

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Neighbourhood Statistics

Original URL: http://www.neighbourhood.statistics.gov.uk/dissemination/LeadTableView.do?a=5&b=13693230& c=bosworth&d=14&e=61&f=32084& g=6444524&i=1001x1003x1032x1004x1005& l=2567&o=362&m=0&r=1& s=1473755809328&enc=1

Method of Travel to Work, 2011 (QS701EW) Period: Mar11

Area: Bosworth (Ward)

Harborough (Non- East Variable Measure Bosworth England Metropolitan District) Midlands All Usual Residents Aged 16 to 74 Count 1,873 61,913 3,336,532 38,881,374 (Persons)1 Work Mainly at or From Home Count 170 3,534 108,977 1,349,568 (Persons)1 Underground, Metro, Light Rail, Count 1 61 6,537 1,027,625 Tram (Persons)1 Train (Persons)1 Count 27 874 28,777 1,343,684 Bus, Minibus or Coach (Persons)1 Count 15 888 132,073 1,886,539 Taxi (Persons)1 Count 1 72 8,823 131,465 Motorcycle, Scooter or Moped Count 6 254 15,557 206,550 (Persons)1 Driving a Car or Van (Persons)1 Count 975 31,133 1,409,030 14,345,882 Passenger in a Car or Van Count 48 1,848 129,471 1,264,553 (Persons)1 Bicycle (Persons)1 Count 16 912 58,995 742,675 On Foot (Persons)1 Count 94 4,257 236,719 2,701,453 Other Method of Travel to Work Count 5 246 11,582 162,727 (Persons)1 Not in Employment (Persons)1 Count 515 17,834 1,189,991 13,718,653

Last Updated: 30 January 2013 Source: Office for National Statistics Notes 1 National Statistics This material is Crown Copyright. You may re-use this information (not including logos) free of charge in any format or medium, under the terms of the Open Government Licence. To view this licence, visit www.nationalarchives.gov.uk/doc/open-government-licence Information Policy Team, The National Archives, Kew, London TW9 4DU, or email:[email protected]. When reproducing this material, the source should be acknowledged.

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