TRANSPORT ASSESSMENT

Kingfisher Meadow - Land East of Holt Road, Horsford

David Wilson Homes (Eastern)

June 2019

Project no: 47172

Document Review Sheet: -

Document prepared by: - Duncan Palmer BSc (Hons) MCIHT MTPS on behalf of Richard Jackson Ltd

Date: - 10/06/2019

Document checked by: - David Bates MSc MCIHT MCILT on behalf of Richard Jackson Ltd

Date: - 10/06/2019

Document Approved by: - Mark Geddes IEng AMICE on behalf of Richard Jackson Ltd

Date: - 10/06/2019

Document Status

DRAFT FINAL ☐ ☒

Revision Status

Issue Date Description Prepared Checked Approved

This document has been prepared for the sole use of David Wilson Homes (Eastern), is copyright and its contents should not be relied upon by others without the written authority of Richard Jackson Ltd. If any unauthorised third party makes use of this report they do so at their own risk and Richard Jackson Ltd owe them no duty of care or skill.

All information provided by others is taken in good faith as being accurate, but Richard Jackson Ltd cannot, and does not, accept any liability for the detailed accuracy, errors or omissions in such information.

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

Contents:-

1. INTRODUCTION ...... 2

2. POLICY CONSIDERATION ...... 4

3. EXISTING CONDITIONS ...... 7

4. HIGHWAY SAFETY ...... 12

5. PROPOSED DEVELOPMENT ...... 14

6. TRIP GENERATION, DISTRIBUTION AND HIGHWAY CAPACITY ...... 16

7. SUMMARY AND CONCLUSION ...... 19

Figures

Figure 1 Site Location Plan Figure 2 Local Bus Routes and Amenities

Appendices

Appendix A Scoping Correspondence Appendix B Safe Routes to School Assessment Appendix C Public Transport Information Appendix D Traffic Survey Data Appendix E Traffic Flow Diagrams Appendix F Highway Injury Accident Data Appendix G Proposed Development Layout Appendix H TEMPro Traffic Growth Factors Appendix I Traffic Model Outputs

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172 Page 1

1. INTRODUCTION

Richard Jackson Ltd have been commissioned by David Wilson Homes (Eastern) to prepare a Transport Assessment (TA) in support of an application for full planning permission for the erection of 304 dwellings, together with associated public open space, landscaping, internal roads, drainage and infrastructure works on land east of Holt Road, Horsford, Norfolk (known as Kingfisher Meadow). The site has a grid reference of 618900, 317350 and an approximate postcode of NR10 3EE. The site location is shown on Figure 1.

The site already has permission for 259 dwellings from Broadland District Council under planning application number 20161770 which was approved on 6th October 2017. Construction has commenced on the northern part of the site with the access route between the site and the B1149 already completed.

The site is bound by residential properties to the southwest, Green Lane/Flag Cutters Way to the north, agricultural fields to the east and the development of ‘Butterfly Mill’ to the south.

The site lies within the Broadland District Council area and Broadland District Council are the local planning authority for the development. The local highway authority is Norfolk County Council (NCC).

NCC have been consulted on the scope of this TA, and a copy of the relevant scoping correspondence is included in Appendix A.

This TA will cover the following areas:

 A review of National and Local land-use/transport policy is undertaken in Chapter 2.

 Chapter 3 describes the existing conditions including the surrounding highway network, the available facilities for public transport, cyclists and pedestrians and the range of local amenities.

 Highway safety is considered at Chapter 4 through a review of local injury accident records.

 The proposed development is described in Chapter 5.

 Chapter 6 estimates the level of trip generation and distribution of vehicular trips likely to be associated with the development along with capacity analysis of the access to the B1149.

 The conclusions derived from the assessment are set out in Chapter 7.

The copyright of this report is vested in Richard Jackson Ltd. The client or its appointed representative may copy this report in connection with the development described herein. However, it should be noted that this report shall not be copied or distributed in any other form by any other party or

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172 Page 2

used for any other purpose without the written consent of Richard Jackson Ltd.

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2. POLICY CONSIDERATION National Policy

National Planning Policy reflects and responds to growing concern over environmental issues and a greater public awareness of the problems associated with unrestrained car use. Current policies place a greater emphasis on increasing accessibility by more sustainable modes, such as walking, cycling and public transport.

National Planning Policy Framework (NPPF)

NPPF provides advice on assessing transport, infrastructure and sustainability for new developments. The NPPF highlights that “transport issues should be considered from the earliest stages of plan-making and development proposals” and that “the application should be supported by a transport statement or transport assessment so that the likely impacts of the proposals can be assessed”.

The NPPF identifies that priority should be given to pedestrian and cycle movements, followed by public transport. The development should address the needs of those with disabilities or reduced mobility, create places that are safe, secure and attractive minimising scope for conflicts between transport modes, allow for efficient delivery of goods and access by emergency services, and provide for the charging of plug-in and other ultra-low emission vehicles.

The highways acceptability criteria is identified at paragraph 109 which states that: “development should only be prevented or refused on highways grounds if there would be an unacceptable impact on highway safety, or of the residual cumulative impacts on the road network would be severe.”

Joint Core Strategy (JCS) (March 2011 / January 2014)

The JCS (first adopted in March 2011 with amendments adopted in 2014) covers Norwich along with parts of Broadland and South Norfolk council areas. The JCS transport elements are aimed at promoting sustainable economic development, improving local quality of life, reducing the contribution to climate change, promoting healthy travel choices and minimising the need to use the private car for single occupancy trips. The JCS transport policy would be achieved in part by the implementation of the Norwich Area Transport Strategy (NATS). With regard to the development location, Horsford is identified as a Service Village in the Norwich Policy Area under Policy 15 of the JCS.

Norfolk County Council Local Transport Plan (LTP)

The LTP sets out the Local Highway Authority’s vision, strategy and policies for transport delivery up to 2026 and also describes the approach and measures that will be taken to implement these policies.

Key objectives in Norfolk include:

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 Improving strategic accessibility into Norfolk and also access to key services;

 Reducing the need to travel and improving journey reliability, especially for public transport;

 Reducing the number and severity of congestion incidents and road traffic collisions;

 Improving local air quality and minimising the adverse impacts of transport provision on the built environment.

The LTP defines Sub Region and Area Transport Strategies that set the particular emphasis in those specific areas. The LTP has been adopted and has been considered in the development of the proposals and the impact assessment of transport related to generated trips.

Norwich Area Transportation Strategy (NATS)

The NATS prepared by NCC contains a more detailed analysis and promotes travel choice, recognising the need to maintain the economic health of the Norwich area and does not propose radical restrictions on vehicular access.

Key objectives include:

 Undertaking transport improvements that enhance and support the local economy together with building a Northern Distributor Road (NDR) [now complete] and creating a Bus Rapid Transit (BRT) on key routes;

 Improving the pedestrian environment and also reducing the impact of traffic on residential streets;

 Implementing a programme of potential public transport improvements, including park and ride;

 Reducing the impact of poor air quality;

 Develop the Urban Traffic Control System to provide up-to-date real time information to assist congestion control;

 Junction improvements on the A47 Norwich Southern Bypass.

Broadland Local Plan

2.11 Local planning policy in Broadland is in the form of Development Plan Documents (DPDs) which set out the general and specific policies guiding development in the district. The DPDs form part of the emerging Local Plan and are the district’s primary consideration in determining planning applications.

2.12 The site lies immediately adjacent to allocated site HOR2 and the existing settlement boundary for Horsford. Site HOR2, has been completed by the

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same developer and is known as ‘Butterfly Mill’ with 125 dwellings on the 5.4Ha and for which planning application 20130547 refers.

2.13 The Development Management DPD (adopted August 2015) includes a number of policies relevant to the proposals with respect to transport, these include:

 GC1 Presumption in favour of sustainable development

 TS2 Travel Plans and Transport Assessment

 TS3 Highway Safety

 TS4 Parking Guidelines

Horsford Neighbourhood Plan

2.14 The Horsford Neighbourhood Plan was adopted in 2018 and covers the periods from 2018 to 2038 and is considered as a DPD in the planning process. Within the plan the following policies (or parts thereof) are relevant with respect to Transport:

 HBE2: Connectivity

 TRA1: Walkable and bikeable community

 TRA2: Public transport

 TRA3: Private parking

 ENV6: Street lighting

Compliance with Planning Policy

The development proposals considered herein will demonstrate the opportunities for sustainable travel to show the development is sustainable in transport terms in accordance with Policy GC1. The NPPF and Policy TS2 identify the need for this transport assessment to assess the potential impact of the development proposals which is also relevant to policy TRA1. Part of this TA will review the highway safety implications of the development through a review of local highway injury accident data to demonstrate that the development will not have a significant impact on the safety of the highway network as required by Policies TS3 and TRA1. Levels of parking and turning facilities within the development will be reviewed in accordance with the requirements of Policies TS4 and TRA3. Policy TRA3 will be addressed through the provision of facilities for future bus provision within the site. Policy ENV6 (street lighting) would be addressed at the detailed design stage in consultation with the planning and highway authorities as appropriate and falls outside of the scope of this TA.

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3. EXISTING CONDITIONS Site Location & Existing Access

The site is located on former agricultural land to the east of Holt Road, Horsford. The approximate grid reference for the site is 618900, 317350 and an approximate postcode of NR10 3ED. The site is bound by Green Lane/Flag Cutters Way to the north, existing dwellings to the southwest and agricultural fields to the east. To the southeast is the ‘Butterfly Mill’ development.

The site access arrangements associated with planning application 20161770 have been completed and other works on the site which are not directly affected by this revised proposal are ongoing. The section of road between the B1149 and the site was formally part of Green Lane and is now known as Flag Cutters Way. Green Lane now forms the minor arm of a priority junction where Flag Cutters Way deviates from the original Green Lane alignment. Flag Cutters Way meets with the B1149 at a three arm roundabout to the northwest of the development.

The site is approximately 1.25km to the north of the Village Hall on Holt Road and 10km north of Norwich City Centre. The main access to the site is from Flag Cutters Way which provides access to the B1149 Holt Road. Flag Cutters Way is a ‘no through route’ to general vehicular traffic, however for non-vehicular users and, in the future busses, Mill Lane and the A140 can be reached to the south of the site via a connection to be provided to ‘Butterfly Mill’.

Pedestrian & Cycle Network

Footway of 2.0m width is present along the southern edge of Flag Cutters Way between Green Lane and the B1149 Holt Road, this improvements was provided as part of the planning permission under application 20161770. Footways are provided on both sites of Flag Cutters Way to the south of the Green Lane junction. A 1.8m wide footway is present on the northeast side of Holt Road leading south from Flag Cutters Way towards the village centre and local facilities.

Footways are also present within the ‘Butterfly Mill’ development on the sites southern boundary which would provide an alternative route for the completed development to the village centre via the primary school site on Mill Lane. The route to the two primary schools sites from the developments boundary to ‘Butterfly Mill’ is assessed as safe routes to school in Appendix B.

The existing footways extend through the village on the main and side roads, including (but not limited to) the B1149 Holt Road, Flag Cutters Way, Memorial Road and Mill Road. There are links through to the existing rural footpath network to the north and east at Horsford Woods for recreational use.

There are no dedicated cycle facilities within Horsford, however the village centre could be reached via the adjacent ‘Butterfly Mill’ and Mill Lane which

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have lower traffic flows than the B1149 for those that prefer a quieter route.

Public Transport

The nearest exiting bus stops to the site are on Holt Road at Sandy Lane (south/Norwich bound) and Pinelands Industrial Estate (north/Holt bound). These are approximately 1.2km from the site. The primary service from these stops is First route 36 which connects Horsford to Norwich which presently terminates at a loop of Barrett-Lennard Road/Olive Crescent. The service frequencies are summarised in Table 3.1 with the route shown on Figure 2. Timetable information for this and other services including school/college services which call at these stops (except the return journey on First route 904 from Hellesdon High School) is included at Appendix C.

Table 3.1 –Bus Provisions

Operator Service Typical Frequency Monday - Friday 0633, 0653, 0724, 0752, 0831, 0901, 0931, 1006, then half hourly until 1506, 1541, 1614, 1644, 1714, 1744, 1814, 1849 First Buses (Norfolk & 36 – Horsford – Norwich Saturday Suffolk) 0636, then half hourly until 1736, 1903

Sunday 0910, 1010

Monday – Friday 0743, 0917, 1002, then half hourly until 1502, 1537, 1607, 1637, 1707, 1742 1812, 1842, 1909, 2006, 2336 First Buses (Norfolk & 36 – Norwich – Horsford Saturdays Suffolk) 0832 then half hourly until 1832, 1859, 2006, 2336

Sundays 1716, 1816

In addition the local services above, Norwich Airport Park & Ride is located approximately 6.3km to the south which can be used as part of a multi- modal trip to Norwich City Centre.

Norwich rail station is located approximately 13km to the south of the site. The nearest bus services from Horsford stop approximate 0.75km away from the station at Tombland. At the station there are spaces for 442 cycles and 62 vehicular parking spaces with 5 accessible space also available. Nearby is the Riverside Retail complex multi storey which 740 spaces with 52 accessible; a rail user tariff is available on a limited number of these spaces. A further 385 car parking spaces are available at Lower Clarence Road. The station offers step free access across all platforms.

The train station provides many service destinations, including London Liverpool Street (typically every 30 mins), Liverpool Lime Street (typically

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hourly). There are also frequent services to Cambridge, Great Yarmouth (via Acle or Cantley), Lowestoft and Sheringham/Cromer.

Highway Network

The access to the wider network is via the Flag Cutters Way junction with Holt Road. Holt Road is approximately 6.0m in width to the north and 6.6m wide to the south of Flag Cutters Way. The junction and the B1149 to the south are subject to a 40mph speed limit with the national speed limit in force to the north and on Haveringland Road opposite. Flag Cutters Way is subject to a 30mph speed limit.

The B1149 to the north provides access to Holt, (for access to Sheringham and Cromer) whilst to the south the B1149 meets with the A1270 for travel into Norwich. Access for the A47 and the route to the A11 to the west and south is via Haveringland Road and Felthorpe.

Existing Local Amenities

To assess the ability for potential residents to access important desirable services, research has been undertaken to identify amenities local to the proposed development site, and the results are shown in Table 3.3 below with key amenities also illustrated on Figure 2.

Table 3.3 - Local Amenities/Services

Amenity Description Location Distance (km) Bus Stops Sandy Lane/Pinelands Industrial Horsford 1.2 Estate Primary School Horsford C of E VA Primary School Horsford 0.8 (years 3-6) Doctor Horsford Medical Centre Horsford 1.1 Pharmacy Pledger Pharmacy Horsford 1.1 Local Pinelands Industrial Estate Horsford 1.5 Employment Place of Worship Horsford Methodist Church Horsford 1.5 Children’s Centre Hellesdon Area Children’s Centre Horsford 1.6 Primary School Horsford C of E VA Primary School Horsford 1.6 (years R-2) Village Hall Horsford Village Hall Horsford 1.5 Post Office Inside Co-op Foodstore Horsford 1.7 Local Shop Co-op Foodstore Horsford 1.7 Dentist Horsford Dental Practice Horsford 1.8 Recreation (Village Hall) Playing Fields Horsford 1.6 Ground Local Horsebeck Industrial Estate Horsford 2.3 Employment Employment Norwich Airport Ind Est Norwich 5.5 Airport Ind Est Secondary School Hellesdon High School Hellesdon 7.4 Employment Norwich City Centre Norwich 10.0 Rail Station Norwich Norwich 11.0 Note: Distances shown are from the approximate centre of the site via most direct route.

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Accessibility to local services is very important in respect to transport planning. The conclusions that can be drawn from the table above are that most of the amenities are available in the local area. Walking offers the greatest potential to replace car for journeys of less than 2.0km whilst cycling also has the potential to replace many car trips of less than 5.0km, which may also form part of longer journeys supported by public transport.

The above table provides an indication of the distances that need to be travelled to amenities and as a consequence, Table 3.4 indicates the acceptability of the site in terms of distance, frequency of use and acceptability of need to travel.

Table 3.4 - Acceptability of Travel/Use Table

Location Km Likely Frequency of Use Daily Weekly Less often Km Km Km <5.0 >5.0 <5.0 >5.0 <5.0 >5.0 Bus Stops Horsford 1.2  Primary Horsford 0.8  School (years 3-6) Doctor Horsford 1.1  Pharmacy Horsford 1.1  Local Horsford 1.5  Employment Place of Horsford 1.5  Worship Children’s Horsford 1.6  Centre Primary Horsford 1.6  School (years R-2) Village Hall Horsford 1.5  Post Office Horsford 1.7  Local Shop Horsford 1.7  Dentist Horsford 1.8  Recreation Horsford 1.6  Ground Local Horsford 2.3  Employment Employment Norwich Airport 5.5  Ind Est Secondary Hellesdon 7.4  School Employment Norwich 10.0  Rail Station Norwich 11.0 

The conclusions of the acceptability table for distance and frequency of use indicates that most activities are within 5.0km of the site. Whilst the secondary school is greater than 5.0km, there is a school bus service for children to use. All other facilities that might be required on a daily basis are within 2.0km, except the railway station and further employment uses, which can be reached via public transport.

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Traffic Data Review

In order to consider the existing traffic conditions on the local highway network, traffic data for the B1149 was collected by Consequential Ltd at the B1149 junctions with Flag Cutters Way and Haveringland Road on Tuesday 12 February 2019 for the periods 0700 - 1000 and 1600 – 1900, in accordance with the study area agreed with NCC. A copy of the traffic survey information is included in Appendix D. The traffic survey data is summarised diagrammatically in Passenger Car Units (PCUs) on Traffic Flow Diagram 1 in Appendix E.

As construction work has commenced on the site for the approved application an element of construction traffic will have been included in the traffic survey. It is understood that there were no residential units occupied at the time of the traffic surveys, although a marketing suite and show homes were complete. Whilst the scoping correspondence in Appendix A allowed for the surveyed flows to be adjusted to remove construction traffic, the overall flows to/from Flag Cutters Way remain relatively low and therefore no reductions have been made to the traffic survey data used in this assessment as the effects would be limited.

Compliance with Planning Policy

There are a number of opportunities for travel to local amenities/services on foot. For amenities outside of Horsford there are a number of bus services available from Holt Road.

Subject to a provision of pedestrian/cycle connectivity to ‘Butterfly Mill’, the site can be considered to be in a sustainable location in terms of Transport.

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4. HIGHWAY SAFETY

A review of local highway injury accident records has been undertaken with data obtained from NCC. The study area includes Flag Cutters Way (formally Green Lane) between the site and the B1149 Holt Road, the B1149 Holt Road from Haveringland Road to Mill Lane and, Mill Lane southwest of Memorial Road. The accident data and location plot are included in Appendix F covering the three year period between December 2015 and November 2018.

Within the data provided there were 7 recorded injury accidents with of which one was classified as ‘serious’ with the remainder classified as ‘slight’ in severity all of which were on or at junctions with the B1149. There were no fatal accidents reported.

The study area includes the B1149 Holt Road / Flag Cutters Way and B1149 Holt Road / Haveringland Road junctions which have been constructed during the study period. These junctions were previously the single junction of the B1149 Holt Road / Haveringland Road / Green Lane. The new road layout is subject to the Road Safety Audit process, with the site inspection (by others) for the Stage 3 audit undertaken during January 2019. There were no injury accidents recorded for these junctions within the study period.

There were three accidents shown on the accident location plan in Appendix F to be in the general vicinity of the B1149 junction with Olive Crescent. These included a pedestrian crossing the B1149 (not within 20m of a junction) being hit by a car and sustaining a ‘serious’ injury, with the accident attributed to the pedestrians failure to look properly. Accident reference 100792 involved a learner driver of a bus or coach who was reported to have lost control turning left on to the B1149 and collided with a parked car and telegraph pole. Olive Crescent is presently part of a bus route which could explain the presence of a learner driver of a bus, the bus route is likely to change as a result of the completed development such that it would no longer be necessary for a bus to turn at this junction. The remaining accident shown on the accident location plan may be inaccurately recorded and may be related to a publicly accessible car park on Haveringland Road, where two vehicles collided within the car park.

A single injury accident was recorded at the pedestrian crossing just south of the B1149 / Mill Lane junction. The accident was of a rear-end collision type with the casualties being the vehicle occupants and not a pedestrian crossing user. The southernmost accident in the data set (reference 348217) was also a rear-end collision type accident at a zebra crossing, however there is no such crossing at the identified location near Brooks Road with the nearest crossings being at Mill Lane some 280m to the north or at the primary school site 200m to the south.

There were two accidents recorded in the vicinity of the B1149 / Gordon Godfrey Way junction (one of which did not involve a turning movement at the junction) neither of which involved a pedestrian or cyclist.

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Compliance with Planning Policy

The accident data did not identify any specific trends in accident issues on the local highway network that are likely to be materially affected by the development proposals.

The B1149 Holt Road / Flag Cutters Way and B1149 / Haveringland Road junctions have been subject to the Road Safety Audit process (separate to this TA) which should address any potential issues at the recently modified road layout.

The development would therefore not be expected to result in significant impact upon the satisfactory functioning of the highway network in terms of its safety in accordance with Policy TS3.

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5. PROPOSED DEVELOPMENT

The proposed development will comprise of 304 dwellings on the site as illustrated on the Site Layout included in Appendix G.

Access

The development will take its primary access from the B1149 at the existing three arm roundabout along the former route of Green Lane, now Flag Cutters Way. Flag Cutters Way continues into the site as a Type 2 road (as defined by the Norfolk Residential Design Guide) at a change of priority junction with the retained part of Green Lane (which forms the minor arm). This remains unchanged from planning application 20161770 and has been implemented.

In addition to the vehicular access, a connection will be made through to the adjacent ‘Butterfly Mill’ development for pedestrians, cyclists, buses and emergency vehicles as illustrated on the site layout plan in Appendix G the principal of which remains unchanged from planning application 20161770, but had not been constructed at the time of the traffic surveys supporting this assessment.

Parking and Manoeuvring

The proposed car parking is based on the ‘Parking Standards for Norfolk 2007’, where 1 space should be provided for 1 bed dwellings, 2 spaces would typically be provided for 2 or 3 bed dwellings, and 3 spaces would be anticipated where 4 or more bed dwellings are provided. A provision for visitor parking should also been made for the 1 bed dwellings at a rate of 1.5 spaces per dwelling. It is anticipated that cycle parking for housing association units would be accommodated in secure areas within the curtilage of each dwelling or be otherwise provided as required by the planning authority.

Within the development, turning bays will be predominately of Type 3 size (for servicing vehicles) with Type 5 used where appropriate in accordance with the Norfolk Residential Design Guide to aid vehicle manoeuvring.

Public Transport

It is anticipated that bus service 36, operated First, which currently terminates at a loop at Barrett-Lennard Road/Olive Crescent, some 500m to the south of Flag Cutters Way, will be re-routed through the development. With the introduction of the aforementioned bus gate the bus service would also be able to pass through the adjacent ‘Butterfly Mill’ development.

Bus stops will be provided along the Type 2 road (Flag Cutters Way to bus gate for ‘Butterfly Mill’) within the Phase 2 site to provide access to the future bus route.

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Compliance with Planning Policy

The development is based on the requirements and principles of the Norfolk Residential Design Guide and will provide vehicular parking based upon the ‘Parking Standards for Norfolk 2007’ to ensure that the development complies with the Local Development Management DPD Policy TS4 and Horsford Neighbourhood Plan Policies TRA1 and TRA3 to the satisfaction of the highway and planning authorities. The pedestrian/cycle connectivity and bus permeation also comply with Development Management Policy GC1 and contributes to Horsford Neighbourhood Plan Policies HBE2 and TRA2 as they maximise access by sustainable modes of travel.

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6. TRIP GENERATION, DISTRIBUTION AND HIGHWAY CAPACITY

In order to assess the future impact of the development proposals on the local highway network, it is necessary to apply a growth factor to the traffic survey data described in Chapter 3. This section considers the ‘base’ traffic position and details the trip generation and distribution of traffic for the proposed development.

Background Traffic Growth

Background traffic growth factors have been calculated from data contained in TEMPro computer programme using data sets NTEM 72 and NTM AF15. The calculation has been made for Broadland 004 with road type rural principle and is summarised in Table 6.1. A copy of the relevant TEMPro data is included in Appendix H.

Table 6.1 – Traffic Growth Factors

Weekday AM Weekday PM 2019 – 2024 1.0975 1.1004

The traffic growth factors have been applied to the 2019 survey data to provide a baseline for comparison to the addition of development traffic. The resulting traffic flows are shown diagrammatically on Traffic Flow Diagram 2 in Appendix E.

Committed Development

There are no significant committed developments to assess other than the permitted 256 dwellings at the site. The permitted dwellings are included in the proposed development scenario detailed below as no residential units were occupied at the time of the traffic surveys.

Proposed Development Trip Generation

The TRICS based trip rates from the ‘Butterfly Mill’ developments TA and the approved phase 2 (application 20161770) have been applied to the current proposals as these for consistency with the earlier assessments. The vehicular trip rates and corresponding trips are illustrated in Table 6.2.

Table 6.2 – Vehicular Trip Generation

Vehicular Trip Rates AM Peak PM Peak 12 Hour & Trips Arrivals Departures Arrivals Departures Arrivals Departures Private Housing Trip 0.163 0.435 0.409 0.239 2.718 2.788 Rate (1 Dwelling) Private Housing Trips 50 132 124 73 826 848 (304 dwellings)

The trip generations above considers private houses only. The development would include an element of affordable dwellings which typically have lower peak hour vehicular trip generations. In addition a Travel Plan (TP) would typically be required for a development of this size which would seek to

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reduce the mode share for trips by private car, particularly those of single occupancy. This would be achieved through reducing the need to travel and increasing the attractiveness of using other modes of transport by providing better information to residents and including incentives such as free bus travel for an introductory period. No reductions have been made to the vehicular trip generation for the successful implementation of a TP in this assessment. Such a travel plan is already in operation for Phase 1 (‘Butterfly Mill’) and is operated by A to Better. The trip rates and generations are therefore considered to be robust for the assessment of highway capacity considered herein. Information on the ‘Butterfly Mill’ Travel Plan can be found at:

https://www.norfolk.gov.uk/roads-and-transport/atobetter/residents/butterfly-mill

The development would generate predominately passenger car based trips with only occasional servicing vehicles. A vehicle to PCU factor of 1 has therefore been applied to the trip generation figures above in the traffic modelling.

An estimate of mode split can be derived from the 2011 Census, Method of Travel to Work data. Table 6.3 shows the mode split for the combined Lower Super Output Areas, Broadland 04C, 04D and 04E, which cover Horsford. The table also shows the anticipated number of trips by mode for the weekday peak hours where the majority of trips are likely to be journeys to work, the same journey purpose as the mode split data. The trip estimates are based on the number of vehicle trips from Table 6.2.

Table 6.3 – 2011 Census Journey to Work Mode Split and Trip Estimate

Mode Split % of AM Peak Trips PM Peak Trips those who travel Rail 1% 2 2 Bus 8% 17 19 Taxi 0% Motorcycle 1% 182 197 Car or Van 79% Passenger (car or van) 4% 10 11 Pedal Cycle 2% 5 5 Foot 4% 10 11 Total 100% 225 244 Note: Table above shows person trips by mode with vehicular trips from Table 6.2 used to represent taxi, motorcycle and car or van driver trips. Information excludes Works from home, does not work and other categories.

In terms of multi-modal trips, the development could be expected to generate an average of 1 pedestrian trip (to or from the development) approximately every 5-6 minutes during the peaks. These trips should be readily accommodated by the existing and proposed footway provisions in the vicinity of the development. The development would also generate around 5 cyclists per hour during the peaks which would easily be accommodated on the local network. The additional demand for bus services of up to 19 passengers per hour would be accommodated within the service provision which is expected to be extended through the site.

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172 Page 17

Trip Distribution

The distribution of the proposed development traffic on the local network has been determined using the 2011 Census ‘Location of usual residence and place of work by method of travel to work’ for the Middle Super Output Area (MSOA) of Broadland 004 that includes Horsford which is available on the Nomis website (www.nomisweb.co.uk/census/2011/wu03EW) as reported for the Transport Assessment accompanying planning application 20161770. The resulting distribution which has also been used in this assessment is as follows:

1. B1149 Holt Road (south) = 69%

2. B1149 Holt Road (north) = 20%

3. West (Haveringland Road) = 11%

The traffic distribution and network assignment for proposed development is shown graphically in Appendix E on Traffic Flow Diagram 3 with the cumulative 2024 flows shown on Traffic Flow Diagram 4.

Construction Traffic

It is anticipated that construction traffic will continue to use the B1149 and Flag Cutters Way (formally Green Lane) to access the development. The development would be expected to continue to comply with the relevant conditions of planning application 20161770 with respect to construction traffic and working hours unless otherwise agreed in writing by the Local Planning Authority in consultation with the Highway Authority as appropriate.

Highway Capacity

The junction of the B1149/Flag Cutters Lane is a three arm compact roundabout. The junction has been assessed with Junctions 9 and the 2024 with the completed development results are summarised in Table 6.4. The Junctions 9 output including 2019 and 2024 without development results are included in Appendix I. The results indicate that the junction will operate within capacity with all RFCs below the preferred maximum value of 0.85.

Table 6.4 – B1149/Flag Cutters Way Junction Assessment – 2024 with Development

Arm/Movement AM Peak PM Peak Queue RFC Queue RFC B1149 0.5 0.31 0.7 0.39 Flag Cutters Way 0.2 0.15 0.1 0.12 B1149 0.7 0.39 0.6 0.37

Given that the RFC’s are below 0.85, the impact of the developments expected vehicular traffic is not considered to be severe in accordance with planning policy.

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172 Page 18

7. SUMMARY AND CONCLUSION

Richard Jackson Ltd have reviewed the transport implications of erecting 304 dwellings, together with associated public open space, landscaping, internal roads, drainage and infrastructure works on land east of Holt Road, Horsford, Norfolk (known as Kingfisher Meadow). This TA has also reviewed the relevant planning policy for the site with respect to transport and it is considered that the proposals comply with policy with respect to transport matters.

A number of local facilities, including primary education, lie within walking or cycling distance of the site. The local facilities can be reached using a network of existing footways via Flag Cutters Way, Holt Road or via the adjacent ‘Butterfly Mill’ development using Memorial Road and Mill Road connecting Holt Road.

A route into the development suitable for busses will be provided to link with the neighbouring ‘Butterfly Mill’ development. A bus gate facility will be provided to facilitate future bus provision between the developments.

For travel by private car, Flag Cutters Way provides access to the B1149 Holt Road for access to Holt in the north and Norwich to the south. In addition, pedestrian, cycle, bus and emergency vehicle access will be provided via the adjacent ‘Butterfly Mill’ development.

The review of local highway safety records found no specific issues, casualties or locations of accidents. Additionally, the recently modified road layout at the B1149 Holt Road / Flag Cutters Way and B1149 Holt Road / Haveringland Road junctions has been the subject of a Road Safety Audit process. The development is therefore considered unlikely to have a disproportionate impact on local highway safety.

Traffic modelling of the B1149 Holt Road junction with Flag Cutters Way has been undertaken for the future weekday AM and PM peak hours. No operational issues were found and the junction is expected to operate within capacity with the completed development at 2024. The impact of the developments expected vehicular traffic is therefore not considered to be severe in accordance with planning policy.

In order to minimise private car use, the any travel planning requirements associated with the permitted development would continue to apply to the proposals.

The expected construction traffic has also been considered with vehicles expected to use the B1149 to reach the development. The conditions of the permitted development would be expected to continue for the revised proposal with respect to construction traffic.

In conclusion, the proposed development would be in accordance with the aims and objectives of Local and National Transport Planning policy and would not have a severe impact on the local transport network.

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172 Page 19

FIGURES

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

SITE

Kingfisher Meadow, Horsford, Location Grid Reference 618900, 317350 and Postcode: NR10 3EE

SITE LOCATION (indicative)

SITE LOCATION

SITE LOCATION (indicative) REPRODUCED FROM ORDNANCE SURVEY MAP WITH THE PERMISSION OF THE CONTROLLER OF HER MAJESTY’S STATIONARY OFFICE, © REPRODUCED FROM ORDNANCE SURVEY MAP WITH THE PERMISSION OF CROWN COPYRIGHT RICHARD JACKSON LTD – ACC No. 100002572 THE CONTROLLER OF HER MAJESTY’S STATIONARY OFFICE, © CROWN COPYRIGHT RICHARD JACKSON LTD – ACC No. 100002572

Client: Drawing Title:

David Wilson Homes Site Location Plan (Eastern) Job Title: Date: Job No: Dwg No:

Kingfisher Meadow 21/05/19 47172 Figure 1 Land East of Holt 4 The Old Church, St Matthews Road, Norwich, NR1 1SP Road, Horsford Tel. 01603 230240 www.richardjackson.uk.com

A3 Drawing Title Project Title DO NOTSCALE AND AMENITIES LOCAL BUS ROUTES KINGFISHER MEADOW N Client Title M GEDDES Job Manager 1:10,000 @A3 Scale Contains OrdnanceSurveydata©Crowncopyrightanddatabaseright2018 D BATES Checked D PALMER Drawn Approved M GEDDES 21/05/19 Date conjunction withallotherEngineer's and otherprojectinformationisto between theEngineer'sdrawings drawings andallotherproject information. Anydiscrepancy This drawingistobereadin be reportedtotheEngineer immediately. Email Address:[email protected] 847 TheCrescent,Colchester,EssexCO49YQ 4 TheOldChurch,St. Matthews Road,Norwich,NorfolkNR11SP 3rd Floor,RennieHouse,57-60AldgateHigh Street,LondonEC3N1AL The Wheelhouse,Bonds Mill,Stonehouse,GloucestershireGL103RF 5 QuernHouse,MillCourt,GreatShelford,Cambs CB225LD Website: http://www.rj.uk.com Tel: 01172020070 Tel: 01603230240 Tel: 01223314794 Tel: 02074489910 Tel: 01206228800 X Drawing Status DATE Drawing No. REV X NOMTO APPROVAL INFORMATION TENDER PUBLIC RIGHTOFWAY LOCAL EMPLOYMENT RECREATION GROUND POST OFFICE/LOCALSHOP PLACE OFWORSHIP MEDICAL CENTRE/PHARMACY DENTIST PRIMARY SCHOOL NEAREST (EXISTING)BUSSTOPS FIRST BUSES-36 KEY: INDICATIVE SITEBOUNDARY CHILDREN'S CENTRE VILLAGE HALL DESCRIPTION CONSTRUCTION © Richard Jackson Ltd COSTING AS CONSTRUCTED RW CHKD DRAWN Revision

APPENDICES

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

APPENDIX A

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

Duncan Palmer

From: Poole, Liz Sent: 05 November 2018 09:01 To: Duncan Palmer Cc: David Bates; Mark Geddes Subject: RE: Horsford Phase 2 TA

Categories: RJSave

Hi Duncan

Thank you for the email. Your methodology appears acceptable.

Kind regards

Liz

Liz Poole, Principal Engineer (Major and Estate Development) Community and Environmental Services Tel: 01603 638009 County Hall, Martineau Lane, Norwich, NR1 2SG

From: Duncan Palmer [mailto:[email protected]] Sent: 01 November 2018 16:59 To: Poole, Liz Cc: David Bates ; Mark Geddes Subject: Horsford Phase 2 TA

Liz

Following our earlier telephone conversation regarding a change in numbers at Horsford Phase 2 from 259 to circa 306, I understand that the application is likely to go to committee. Therefore we would prepare a Transport Assessment for the revised number of dwellings.

We intend to collect new traffic survey (flow and queue length) data for the B1149 Holt Road / Green Lane junction and also turning movements to/from Haveringland Road on a neutral weekday for the periods 07:00-10:00 and 16:00-1900.

The TA would assess the capacity of the newly completed B1149 Holt Road / Green Lane junction only. An adjustment would be made for the removal of any construction traffic included in the traffic survey associated with the permitted Phase 2 as this would be temporary in nature and would cease once the development is complete.

1 Trip generation and distribution would be taken from the TA from the previous application for the 259 dwellings. Traffic growth factors would be calculated for 5 years of growth from year of application on the same basis as the previous application.

I am not aware of any committed developments which need to be considered aside from the 259 dwellings already permitted for Phase 2. Please let me know if this is not the case.

As with the previous application, we do not intend to submit a Travel Plan with the application on the basis that the requirement would be the same as that for the permitted Phase 2.

I trust the above is acceptable, however please let us know if you have any comments or other requirements.

Kind regards

Duncan

Duncan Palmer BSc (Hons) MCIHT MTPS

www.rj.uk.com

Out of hours emergency engineering service: 01206 228833 Registration No. 2744316 England, 847 The Crescent, Colchester Business Park, Colchester CO4 9YQ This communication is confidential and we reserve any and all possible rights to privilege in respect thereof. It is intended only for the use of the addressee designated above. If you are not the addressee, you are hereby expressly forbidden to copy, disseminate, distribute or in any other way use this communication. If you have received this communication in error please email us at [email protected] or telephone any of the above numbers. For a copy of our Privacy Policy please click here Please consider the environment before printing this e-mail.

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2

APPENDIX B

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

ASSESSMENT OF WALKED ROUTE TO SCHOOL

ROUTE INSPECTION FORM prepared with reference to the Identification of Hazards and the Assessment of Risk of Walked Routes to School (Road Safety GB, 2012)

ROUTE LOCATION: Horsford, Norfolk

FROM: (Address) Southern Development Boundary (Pedestrian Access to Butterfly Mill)

TO: (School Name) Horsford C of E Primary School (years R-2)

VIA: (Roads) Memorial Road & Mill Lane

4 The Old Church St Matthews Road Norwich NR1 1SP

Tel: 01603 230240

FINDINGS

ROUTE: SAFE ☒ UNSAFE ☐

DATE REVIEWED: January 2019

NAME: Duncan Palmer

DISTANCE OF ROUTE: Approx 1.0 mi / 1.3km (site access to school) (miles & kilometres)

------

IF UNSAFE – CRITERIA AREAS

FOOTWAY ______

STEP-OFFS ______

ROAD WIDTH ______

VISIBILITY ______

WEIGHT OF TRAFFIC ______

SPECIFIC UNSAFE POINTS ______

SUPPLEMENTARY COMMENTS

The southern access will enable pedestrians’ access to the adjacent Butterfly Mill development and Memorial Road. The route follows the southwestern footway with two minor residential side roads and two shared private driveways to cross. The route continues along the southwestern side of Memorial Road until the footway meets that which runs along Mill Lane, then crossing Mill Lane at a zebra crossing south west of Mill Gardens before reaching the B1149 Holt Road. A zebra crossing is present on the B1149 Holt Road immediately to the south of Mill Lane which can be used to access the footway on the western side of the B1149 Holt Road. The final road crossing is of Gordon Godfrey Way with the school gate approximately 300m further to the south.

Prepared: Duncan Palmer Reviewed: David Bates Date: January 2019

N

Contains Ordnance Survey data © Crown copyright and database right 2019

KEY: INDICATIVE SITE BOUNDARY ROUTE TO SCHOOL REV DATE DESCRIPTION DRAWN CHKD REVISIONS

Project Title KINGFISHER MEADOW ROUTE TO SCHOOL LAND EAST OF HOLT ROAD, (YEARS R-2) 847 The Crescent, Colchester, Essex CO4 9YQ Tel: 01206 228800 HORSFORD Rennie House, 57-60 Aldgate High Street, London EC3N 1AL Tel: 020 7448 9910 5 Quern House, Mill Court, Great Shelford, Cambs CB22 5LD Tel: 01223 314794 4 The Old Church, St. Matthews Road, Norwich, Norfolk NR1 1SP Tel: 01603 230240 X The Wheelhouse, Bonds Mill, Stonehouse, Gloucestershire GL10 3RF Tel: 01172 020070

This drawing is to be read in conjunction with all other Engineer's drawings and all Client Email Address: [email protected] Website: http://www.rj.uk.com other project information. Any discrepancy between the Engineer's drawings and other project information is to be reported to the Engineer immediately. DAVID WILSON HOMES (EASTERN) Drawing No. Revision 47172/RTS1

Drawing Status X INFORMATION APPROVAL COSTING

Scale 1:10,000 @ A4 Drawn D PALMER Date 21/05/19 Job Manager M GEDDES Checked D BATES Approved M. GEDDES TENDER CONSTRUCTION AS CONSTRUCTED A4 DO NOT SCALE © Richard Jackson Ltd ASSESSMENT OF WALKED ROUTE TO SCHOOL

ROUTE INSPECTION FORM prepared with reference to the Identification of Hazards and the Assessment of Risk of Walked Routes to School (Road Safety GB, 2012)

ROUTE LOCATION: Horsford, Norfolk

FROM: (Address) Southern Development Boundary (Pedestrian Access to Butterfly Mill)

TO: (School Name) Horsford C of E Primary School (years 3-6)

VIA: (Roads) Memorial Road & Mill Lane

4 The Old Church St Matthews Road Norwich NR1 1SP

Tel: 01603 230240

FINDINGS

ROUTE: SAFE ☒ UNSAFE ☐

DATE REVIEWED: October 2016

NAME: Duncan Palmer

DISTANCE OF ROUTE: Approx 0.3 mi / 0.5km (site access to school) (miles & kilometres)

------

IF UNSAFE – CRITERIA AREAS

FOOTWAY ______

STEP-OFFS ______

ROAD WIDTH ______

VISIBILITY ______

WEIGHT OF TRAFFIC ______

SPECIFIC UNSAFE POINTS ______

SUPPLEMENTARY COMMENTS

The southern access will enable pedestrians’ access to the adjacent Butterfly Mill development and Memorial Road. The route follows the southwestern footway with two minor residential side roads and two shared private driveways to cross. The route continues along the southwestern side of Memorial Road until the footway meets that which runs on the northern side of Mill Lane. The final part of the route is along the footway on the northern side of Mill Lane until you reach the school gates.

Prepared: Duncan Palmer Reviewed: Raymond Long Date: October 2016

N

Contains Ordnance Survey data © Crown copyright and database right 2019

KEY: INDICATIVE SITE BOUNDARY ROUTE TO SCHOOL REV DATE DESCRIPTION DRAWN CHKD REVISIONS

Project Title KINGFISHER MEADOW ROUTE TO SCHOOL LAND EAST OF HOLT ROAD, (YEARS 3-6) 847 The Crescent, Colchester, Essex CO4 9YQ Tel: 01206 228800 HORSFORD Rennie House, 57-60 Aldgate High Street, London EC3N 1AL Tel: 020 7448 9910 5 Quern House, Mill Court, Great Shelford, Cambs CB22 5LD Tel: 01223 314794 4 The Old Church, St. Matthews Road, Norwich, Norfolk NR1 1SP Tel: 01603 230240 X The Wheelhouse, Bonds Mill, Stonehouse, Gloucestershire GL10 3RF Tel: 01172 020070

This drawing is to be read in conjunction with all other Engineer's drawings and all Client Email Address: [email protected] Website: http://www.rj.uk.com other project information. Any discrepancy between the Engineer's drawings and other project information is to be reported to the Engineer immediately. DAVID WILSON HOMES (EASTERN) Drawing No. Revision 47172/RTS2

Drawing Status X INFORMATION APPROVAL COSTING

Scale 1:5,000 @ A4 Drawn D PALMER Date 21/05/19 Job Manager M GEDDES Checked D BATES Approved M. GEDDES TENDER CONSTRUCTION AS CONSTRUCTED A4 DO NOT SCALE © Richard Jackson Ltd

APPENDIX C

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

Calls cost 12p per minute plus your phone company’s access charge Bus departures from this stop

36 Horsford - Norwich via Aylsham Road First in Norfolk & Suffolk

Horsford, Hellesdon, Mile Cross, Norwich, Norwich City Centre, Barrett-Lennard Road medical centre The Boundary Anglia Square St Stephens Street here 1 6 13 15 19 22 29 34 37 Horsford, Hellesdon, Norwich, Norwich City Centre, Columbine Road Meadow Way Mecca Bingo Castle Meadow

36 Norwich - Horsford via Aylsham Road First in Norfolk & Suffolk

Horsford, Barrett-Lennard Road here 1 9 Horsford, Columbine Road

43A Aylsham - Hellesdon - Norwich Sanders Coaches

Hevingham, Marsham, Aylsham, Aylsham, Short-thorn Road The Green Budgens Bure Meadows here 1 8 20 24 25 26 28 31 Hevingham, Aylsham, Aylsham, Aylsham, Town Corner Tesco Forster Way High School

45A Norwich City Centre - Reepham Road - Felthorpe - Corpusty - Briston - Melton Constable - Holt Sanders Coaches

Felthorpe, Felthorpe, Booton, Reepham, Cawston, Bilney Lane Nash Road Kings Head Cottage New Road Market Place here 5 7 8 15 22 28 29 32 36 72 Felthorpe, Alderford, Reepham, Salle, Holt, The Mariners Hall Road King’s Arms Heydon Road Railway Tavern

56 Easton College - Norwich - Aylsham - Holt - Sheringham Sanders Coaches

Hevingham, Marsham, Aylsham, Blickling, Edgefield, Short-thorn Road The Green Tesco Hall Entrance Green here 3 9 13 17 18 19 24 28 32 53 Hevingham, Aylsham, Aylsham, Saxthorpe, Sheringham, Town Corner Motel Budgens Bickling Road Railway Approach

602 Horsford - Haveringland - Cawston - Salle - Reepham Sanders Coaches

Hevingham, Cawston, Cawston, Salle, Reepham, Short-thorn Road Buxton Road Perrys Lane Heydon Road School Road here 3 9 13 16 21 22 24 26 29 31 Haveringland, Cawston, Cawston, Reepham, Reepham, Old Kings Head Woodrow Garage Market Place New Road Whitwell Road

The numbers circled indicate approximate timings in minutes from

Mondays to Fridays TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote 0631 36 N 0802 43A Sch 1032 36 H 1232 36 H 1432 36 H 1637 36 H 1717 56 Col 1909 36 1,H 0651 36 N 0804 602 Sch 1102 36 H 1302 36 H 1502 36 H 1642 45A NSch 1742 36 1,H 2006 36 1,H 0721 36 N 0917 36 H 1132 36 H 1332 36 H 1537 36 H 1642 45A Sch 1812 36 1,H 2336 36 1,H 0743 36 H 1002 36 H 1202 36 H 1402 36 H 1607 36 H 1707 36 H 1842 36 H

Saturdays TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote 0634 36 N 0832 36 H 1032 36 H 1232 36 H 1432 36 H 1632 36 H 1832 36 1,H 0704 36 N 0902 36 H 1102 36 H 1302 36 H 1502 36 H 1702 36 H 1859 36 H 0734 36 N 0932 36 H 1132 36 H 1332 36 H 1532 36 H 1732 36 H 2006 36 1,H 0804 36 N 1002 36 H 1202 36 H 1402 36 H 1602 36 H 1802 36 1,H 2336 36 1,H

Sundays TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote 0908 36 N 1008 36 N 1716 36 1,H 1816 36 1,H

Notes: Col -Easton College days only NSch-Norfolk school holidays only 1-terminates at Horsford, Columbine Road H-towards Horsford N-towards Norwich City Centre Sch-Norfolk school days only Times shown in italics are approximate times

server vs11151; date 10.01.2019 15:39:02; stop ; layout small; NAPTANID: Calls cost 12p per minute plus your phone company’s access charge Bus departures from this stop

36 Horsford - Norwich via Aylsham Road First in Norfolk & Suffolk

Horsford, Hellesdon, Norwich, Norwich City Centre, Columbine Road Meadow Way Mecca Bingo Castle Meadow here 4 11 13 17 20 27 32 35 Hellesdon, Mile Cross, Norwich, Norwich City Centre, medical centre The Boundary Anglia Square St Stephens Street

36 Norwich - Horsford via Aylsham Road First in Norfolk & Suffolk

Horsford, Columbine Road here 6

43A Norwich - Hellesdon - Aylsham Sanders Coaches

Horsford, Norwich, Norwich City Centre, Brickmakers Anglia Square St Stephens Street here 2 9 16 20 23 Mile Cross, Norwich City Centre, The Boundary Castle Meadow

56 Sheringham - Holt - Aylsham - Norwich - Easton College Sanders Coaches

Horsford, Horsford, Horsford, Hellesdon, Hellesdon, Pinelands Industrial Estate Bus Shelter Dog Lane Tesco Express Brabazon Road here 1 2 3 4 5 6 12 13 15 37 Horsford, Horsford, Horsford, Hellesdon, Easton College, Brickmakers Corner Lane Church Street Heath Crescent Agricultural College

602 Reepham - Salle - Cawston - Haveringland - Horsford Sanders Coaches

Horsford, Pinelands Industrial Estate here 1 2 Horsford, Brickmakers

904 Horsford - Hellesdon High School First in Norfolk & Suffolk

Horsford, Horsford, Meadow Way Dog Lane here 2 4 9 26 Horsford, Hellesdon, Poppyfields high school

The numbers circled indicate approximate timings in minutes from

Mondays to Fridays TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote 0633 36 N 0752 36 N 0931 36 N 1136 36 N 1336 36 N 1541 36 N 1644 36 N 1849 36 N 0653 36 N 0758 56 Col 1006 36 N 1206 36 N 1406 36 N 1608 602 Sch 1714 36 N 1911 36 H 0724 36 N 0831 36 N 1036 36 N 1236 36 N 1436 36 N 1613 43A Sch 1744 36 H 2008 36 H 0744 904 Sch 0901 36 N 1106 36 N 1306 36 N 1506 36 N 1614 36 N 1814 36 H 2338 36 H

Saturdays TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote 0636 36 N 0836 36 N 1036 36 N 1236 36 N 1436 36 N 1636 36 N 1834 36 H 0706 36 N 0906 36 N 1106 36 N 1306 36 N 1506 36 N 1706 36 N 1903 36 N 0736 36 N 0936 36 N 1136 36 N 1336 36 N 1536 36 N 1736 36 N 2008 36 H 0806 36 N 1006 36 N 1206 36 N 1406 36 N 1606 36 N 1804 36 H 2338 36 H

Sundays TimeServiceNote TimeServiceNote TimeServiceNote TimeServiceNote 0910 36 N 1010 36 N 1719 36 H 1819 36 H

Notes: Col-Easton College days only Sch-Norfolk school days only H-towards Horsford N-towards Norwich City Centre Times shown in italics are approximate times

server vs11151; date 10.01.2019 15:38:17; stop ; layout small; NAPTANID:

APPENDIX D

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

C S CountsequentialSURVEYS

Classified Survey at

B1149 Holt Road / Flag Cutters Way / Haveringland Road, Horsford Countsequential Ltd

479 Earlham Road - Norwich th Norfolk - 4 7NRHN Wednesday 04 July 2017

T 01603 322856 M 07973 280966 E [email protected] REF: RJ/917 Richard Jackson Engineering Consultants Holt Road / Flag Cutters Way / Haveringland Road - Photos

ARM 1 - B1149 Holt Road (north)

ARM 2 -Flag Cutters Way (east) Holt Road / Flag Cutters Way / Haveringland Road - Photos

ARM 3 - B1149 Holt Road (south)

ARM 4 -Haveringland Road (west) Turning Movements - B1149 Holt Road / Flag Cutters Way / Haveringland Road

ARM 1 - B1149 Holt Road (north)

13 14 15 16 ARM 4 - Haveringland Road (west) 4 3 2 1

ARM 2 - Flag Cutters Way (east)

8 7 9 10 11 12 6 5

ARM 3 - B1149 Holt Road (south)

1 Holt Road (north) left into Flag Cutters Way 2 Holt Road (north) across into Holt Road (south)

3 Holt Road (north) right into Haveringland Road 4 Holt Road (north) u-turn

5 Flag Cutters Way left into Holt Road (south) 6 Flag Cutters Way across into Haveringland Road

7 Flag Cutters Way right into Holt Road (north) 8 Flag Cutters Way u-turn

9 Holt Road (south) left into Haveringland Road 10 Holt Road (south) across into Holt Road (north)

11 Holt Road (south) right into Flag Cutters Way 12 Holt Road (south) u-turn

13 Haveringland Road left into Holt Road (north) 14 Haveringland Road across into Flag Cutters Way

15 Haveringland Road right into Holt Road (south) 16 Haveringland Road u-turn C S CountsequentialSURVEYS

CLASSIFIED SURVEY RESULTS

B1149 HOLT ROAD / FLAG CUTTERS WAY / HAVERINGLAND ROAD, HORSFORD

TUESDAY12th FEBRUARY 2018

Countsequential Ltd

479 Earlham Road - Norwich Norfolk - 4 7NRHN

T 01603 322856 M 07973 280966 E [email protected] DATE : TUESDAY 12th FEBRUARY 2019

WEATHER CONDITIONS:

LOCATION : B1149 HOLT ROAD / FLAG CUTTERS WAY / HAVERINGLAND ROAD, HORSFORD

ARM 1 - B1149 HOLT ROAD (NORTH)

HOLT ROAD (N) HOLT ROAD (N) HOLT ROAD (N) HOLT ROAD (N) LEFT INTO FLAG CUTTERS WAY ACROSS INTO HOLT ROAD (S) RIGHT INTO HAVERINGLAND ROAD U-TURN movement 1 (0700 - 1000) movement 2 (0700 - 1000) movement 3 (0700 - 1000) movement 4 (0700 - 1000) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0715 1 0 0 0 0 0 0 0 1 0.0% 0700-0715 37 3 0 1 1 1 0 2 43 4.7% 0700-0715 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-0715 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0730 4 0 0 0 0 0 0 0 4 0.0% 0715-0730 56 13 3 4 1 1 0 8 78 10.3% 0715-0730 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0730 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 53 5 1 0 0 0 0 1 59 1.7% 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0800 37 6 0 1 0 0 0 1 44 2.3% 0745-0800 1 0 0 0 0 0 0 0 1 0.0% 0745-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0815 45 5 4 6 1 0 0 11 61 18.0% 0800-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0830 1 0 0 0 0 0 0 0 1 0.0% 0815-0830 31 8 1 7 0 0 1 8 48 16.7% 0815-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0830-0845 0 0 0 1 0 0 0 1 1 100.0% 0830-0845 40 3 1 5 0 1 0 6 50 12.0% 0830-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0830-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0900 47 5 1 5 0 0 0 6 58 10.3% 0845-0900 0 0 0 0 0 1 0 0 1 0.0% 0845-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-0915 1 0 0 0 0 0 0 0 1 0.0% 0900-0915 46 5 2 3 0 1 0 5 57 8.8% 0900-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0915-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0915-0930 41 6 3 8 0 1 0 11 59 18.6% 0915-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0915-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0930-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0930-0945 40 3 4 3 1 0 0 8 51 15.7% 0930-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0930-0945 1 0 0 0 0 0 0 0 1 0.0% 0945-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0945-1000 34 5 0 3 0 0 0 3 42 7.1% 0945-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0945-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-1000 7 0 0 1 0 0 0 1 8 12.5% 0700-1000 507 67 20 46 4 5 1 70 650 10.8% 0700-1000 1 0 0 0 0 1 0 0 2 0.0% 0700-1000 1 0 0 0 0 0 0 0 1 0.0%

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0800 5 0 0 0 0 0 0 0 5 0.0% 0700-0800 183 27 4 6 2 2 0 12 224 5.4% 0700-0800 1 0 0 0 0 0 0 0 1 0.0% 0700-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0815 4 0 0 0 0 0 0 0 4 0.0% 0715-0815 191 29 8 11 2 1 0 21 242 8.7% 0715-0815 1 0 0 0 0 0 0 0 1 0.0% 0715-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0830 1 0 0 0 0 0 0 0 1 0.0% 0730-0830 166 24 6 14 1 0 1 21 212 9.9% 0730-0830 1 0 0 0 0 0 0 0 1 0.0% 0730-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0845 1 0 0 1 0 0 0 1 2 50.0% 0745-0845 153 22 6 19 1 1 1 26 203 12.8% 0745-0845 1 0 0 0 0 0 0 0 1 0.0% 0745-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0900 1 0 0 1 0 0 0 1 2 50.0% 0800-0900 163 21 7 23 1 1 1 31 217 14.3% 0800-0900 0 0 0 0 0 1 0 0 1 0.0% 0800-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0915 2 0 0 1 0 0 0 1 3 33.3% 0815-0915 164 21 5 20 0 2 1 25 213 11.7% 0815-0915 0 0 0 0 0 1 0 0 1 0.0% 0815-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0830-0930 1 0 0 1 0 0 0 1 2 50.0% 0830-0930 174 19 7 21 0 3 0 28 224 12.5% 0830-0930 0 0 0 0 0 1 0 0 1 0.0% 0830-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0945 1 0 0 0 0 0 0 0 1 0.0% 0845-0945 174 19 10 19 1 2 0 30 225 13.3% 0845-0945 0 0 0 0 0 1 0 0 1 0.0% 0845-0945 1 0 0 0 0 0 0 0 1 0.0% 0900-1000 1 0 0 0 0 0 0 0 1 0.0% 0900-1000 161 19 9 17 1 2 0 27 209 12.9% 0900-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-1000 1 0 0 0 0 0 0 0 1 0.0%

TOTAL FLOW INTO SURVEY SITE= 8 TOTAL FLOW INTO SURVEY SITE= 650 TOTAL FLOW INTO SURVEY SITE= 2 TOTAL FLOW INTO SURVEY SITE= 1

HOLT ROAD (N) HOLT ROAD (N) HOLT ROAD (N) HOLT ROAD (N) LEFT INTO FLAG CUTTERS WAY ACROSS INTO HOLT ROAD (S) RIGHT INTO HAVERINGLAND ROAD U-TURN movement 1 (1600 - 1900) movement 2 (1600 - 1900) movement 3 (1600 - 1900) movement 4 (1600 - 1900) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1615 0 0 0 0 0 0 0 0 0 #DIV/0! 1600-1615 45 15 0 3 0 0 1 3 64 4.7% 1600-1615 1 0 0 0 0 0 0 0 1 0.0% 1600-1615 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1630 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1630 47 12 3 1 0 0 0 4 63 6.3% 1615-1630 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1630 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1645 0 0 1 0 0 0 0 1 1 100.0% 1630-1645 56 11 0 1 0 0 0 1 68 1.5% 1630-1645 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1645 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1700 65 14 2 0 0 2 0 2 83 2.4% 1645-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1715 1 0 0 0 0 0 0 0 1 0.0% 1700-1715 65 17 2 2 0 0 0 4 86 4.7% 1700-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 63 14 0 1 0 0 1 1 79 1.3% 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 0 0 0 0 0 0 1 0 1 0.0% 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 56 15 0 2 1 0 1 3 75 4.0% 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 45 4 1 0 0 0 0 1 50 2.0% 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 0 1 0 0 0 0 0 0 1 0.0% 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 41 6 0 0 0 2 0 0 49 0.0% 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 25 6 0 0 0 0 0 0 31 0.0% 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 40 6 0 1 0 0 0 1 47 2.1% 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 21 0 0 0 0 0 0 0 21 0.0% 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1600-1900 1 0 1 0 0 0 0 1 2 50.0% 1600-1900 569 120 8 11 1 4 3 20 716 2.8% 1600-1900 1 0 0 0 0 0 0 0 1 0.0% 1600-1900 0 1 0 0 0 0 1 0 2 0.0%

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1700 0 0 1 0 0 0 0 1 1 100.0% 1600-1700 213 52 5 5 0 2 1 10 278 3.6% 1600-1700 1 0 0 0 0 0 0 0 1 0.0% 1600-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1715 1 0 1 0 0 0 0 1 2 50.0% 1615-1715 233 54 7 4 0 2 0 11 300 3.7% 1615-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1730 1 0 1 0 0 0 0 1 2 50.0% 1630-1730 249 56 4 4 0 2 1 8 316 2.5% 1630-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1730 0 0 0 0 0 0 1 0 1 0.0% 1645-1745 1 0 0 0 0 0 0 0 1 0.0% 1645-1745 249 60 4 5 1 2 2 10 323 3.1% 1645-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1745 0 0 0 0 0 0 1 0 1 0.0% 1700-1800 1 0 0 0 0 0 0 0 1 0.0% 1700-1800 229 50 3 5 1 0 2 9 290 3.1% 1700-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1800 0 1 0 0 0 0 1 0 2 0.0% 1715-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1815 205 39 1 3 1 2 2 5 253 2.0% 1715-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1815 0 1 0 0 0 0 1 0 2 0.0% 1730-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1830 167 31 1 2 1 2 1 4 205 2.0% 1730-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1830 0 1 0 0 0 0 0 0 1 0.0% 1745-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1845 151 22 1 1 0 2 0 2 177 1.1% 1745-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1845 0 1 0 0 0 0 0 0 1 0.0% 1800-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1900 127 18 0 1 0 2 0 1 148 0.7% 1800-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1900 0 0 0 0 0 0 0 0 0 #DIV/0!

TOTAL FLOW INTO SURVEY SITE= 2 TOTAL FLOW INTO SURVEY SITE= 716 TOTAL FLOW INTO SURVEY SITE= 1 TOTAL FLOW INTO SURVEY SITE= 2 DATE : TUESDAY 12th FEBRUARY 2019

WEATHER CONDITIONS:

LOCATION : B1149 HOLT ROAD / FLAG CUTTERS WAY / HAVERINGLAND ROAD, HORSFORD

ARM 2 - FLAG CUTTERS WAY (EAST)

FLAG CUTTERS WAY FLAG CUTTERS WAY FLAG CUTTERS WAY FLAG CUTTERS WAY LEFT INTO HOLT ROAD (S) ACROSS INTO HAVERINGLAND ROAD RIGHT INTO HOLT ROAD (N) U-TURN movement 5 (0700 - 1000) movement 6 (0700 - 1000) movement 7 (0700 - 1000) movement 8 (0700 - 1000) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0715 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-0715 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-0715 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-0715 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0730 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0730 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0730 1 1 0 0 0 0 0 0 2 0.0% 0715-0730 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0800 0 0 0 1 0 0 0 1 1 100.0% 0745-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0815 2 0 0 1 0 0 0 1 3 33.3% 0800-0815 0 1 0 0 0 0 0 0 1 0.0% 0800-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0830 3 0 0 1 0 0 0 1 4 25.0% 0815-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0830-0845 2 0 0 0 0 0 0 0 2 0.0% 0830-0845 1 0 0 0 0 0 0 0 1 0.0% 0830-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0830-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0900 2 1 0 0 0 0 0 0 3 0.0% 0845-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0900 0 0 0 1 0 0 0 1 1 100.0% 0845-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-0915 0 0 0 1 0 0 0 1 1 100.0% 0900-0915 2 0 0 0 0 0 0 0 2 0.0% 0900-0915 1 0 0 0 0 0 0 0 1 0.0% 0900-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0915-0930 0 1 0 1 0 0 0 1 2 50.0% 0915-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0915-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0915-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0930-0945 1 2 0 1 0 0 0 1 4 25.0% 0930-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0930-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0930-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0945-1000 0 0 0 1 0 0 0 1 1 100.0% 0945-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0945-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0945-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-1000 10 4 0 7 0 0 0 7 21 33.3% 0700-1000 3 1 0 0 0 0 0 0 4 0.0% 0700-1000 2 1 0 1 0 0 0 1 4 25.0% 0700-1000 0 0 0 0 0 0 0 0 0 #DIV/0!

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0800 0 0 0 1 0 0 0 1 1 100.0% 0700-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-0800 1 1 0 0 0 0 0 0 2 0.0% 0700-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0815 2 0 0 2 0 0 0 2 4 50.0% 0715-0815 0 1 0 0 0 0 0 0 1 0.0% 0715-0815 1 1 0 0 0 0 0 0 2 0.0% 0715-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0830 5 0 0 3 0 0 0 3 8 37.5% 0730-0830 0 1 0 0 0 0 0 0 1 0.0% 0730-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0845 7 0 0 3 0 0 0 3 10 30.0% 0745-0845 1 1 0 0 0 0 0 0 2 0.0% 0745-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0900 9 1 0 2 0 0 0 2 12 16.7% 0800-0900 1 1 0 0 0 0 0 0 2 0.0% 0800-0900 0 0 0 1 0 0 0 1 1 100.0% 0800-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0915 7 1 0 2 0 0 0 2 10 20.0% 0815-0915 3 0 0 0 0 0 0 0 3 0.0% 0815-0915 1 0 0 1 0 0 0 1 2 50.0% 0815-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0830-0930 4 2 0 2 0 0 0 2 8 25.0% 0830-0930 3 0 0 0 0 0 0 0 3 0.0% 0830-0930 1 0 0 1 0 0 0 1 2 50.0% 0830-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0945 3 4 0 3 0 0 0 3 10 30.0% 0845-0945 2 0 0 0 0 0 0 0 2 0.0% 0845-0945 1 0 0 1 0 0 0 1 2 50.0% 0845-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-1000 1 3 0 4 0 0 0 4 8 50.0% 0900-1000 2 0 0 0 0 0 0 0 2 0.0% 0900-1000 1 0 0 0 0 0 0 0 1 0.0% 0900-1000 0 0 0 0 0 0 0 0 0 #DIV/0!

TOTAL FLOW INTO SURVEY SITE= 21 TOTAL FLOW INTO SURVEY SITE= 4 TOTAL FLOW INTO SURVEY SITE= 4 TOTAL FLOW INTO SURVEY SITE= 0

FLAG CUTTERS WAY FLAG CUTTERS WAY FLAG CUTTERS WAY FLAG CUTTERS WAY LEFT INTO HOLT ROAD (S) ACROSS INTO HAVERINGLAND ROAD RIGHT INTO HOLT ROAD (N) U-TURN movement 5 (1600 - 1900) movement 6 (1600 - 1900) movement 7 (1600 - 1900) movement 8 (1600 - 1900) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1615 12 3 0 0 0 0 0 0 15 0.0% 1600-1615 1 0 0 0 0 0 0 0 1 0.0% 1600-1615 1 0 0 0 0 0 0 0 1 0.0% 1600-1615 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1630 7 0 0 0 0 0 0 0 7 0.0% 1615-1630 0 1 0 0 0 0 0 0 1 0.0% 1615-1630 2 0 0 0 0 0 0 0 2 0.0% 1615-1630 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1645 2 0 1 0 0 0 0 1 3 33.3% 1630-1645 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1645 1 0 0 0 0 0 0 0 1 0.0% 1630-1645 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1700 3 0 0 0 0 0 0 0 3 0.0% 1645-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1715 1 0 0 0 0 0 0 0 1 0.0% 1700-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1715 2 0 0 0 0 0 0 0 2 0.0% 1700-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 1 0 0 0 0 0 0 0 1 0.0% 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1600-1900 25 3 1 0 0 0 0 1 29 3.4% 1600-1900 2 1 0 0 0 0 0 0 3 0.0% 1600-1900 6 0 0 0 0 0 0 0 6 0.0% 1600-1900 0 0 0 0 0 0 0 0 0 #DIV/0!

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1700 24 3 1 0 0 0 0 1 28 3.6% 1600-1700 1 1 0 0 0 0 0 0 2 0.0% 1600-1700 4 0 0 0 0 0 0 0 4 0.0% 1600-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1715 13 0 1 0 0 0 0 1 14 7.1% 1615-1715 0 1 0 0 0 0 0 0 1 0.0% 1615-1715 5 0 0 0 0 0 0 0 5 0.0% 1615-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1730 6 0 1 0 0 0 0 1 7 14.3% 1630-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1730 3 0 0 0 0 0 0 0 3 0.0% 1630-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1745 4 0 0 0 0 0 0 0 4 0.0% 1645-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1745 2 0 0 0 0 0 0 0 2 0.0% 1645-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1800 1 0 0 0 0 0 0 0 1 0.0% 1700-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1800 2 0 0 0 0 0 0 0 2 0.0% 1700-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1845 1 0 0 0 0 0 0 0 1 0.0% 1745-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1900 1 0 0 0 0 0 0 0 1 0.0% 1800-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1900 0 0 0 0 0 0 0 0 0 #DIV/0!

TOTAL FLOW INTO SURVEY SITE= 29 TOTAL FLOW INTO SURVEY SITE= 3 TOTAL FLOW INTO SURVEY SITE= 6 TOTAL FLOW INTO SURVEY SITE= 0 DATE : TUESDAY 12th FEBRUARY 2019

WEATHER CONDITIONS:

LOCATION : B1149 HOLT ROAD / FLAG CUTTERS WAY / HAVERINGLAND ROAD, HORSFORD

ARM 3 - B1149 HOLT ROAD (SOUTH)

HOLT ROAD (S) HOLT ROAD (S) HOLT ROAD (S) HOLT ROAD (S) LEFT INTO HAVERINGLAND ROAD ACROSS INTO HOLT ROAD (N) RIGHT INTO FLAG CUTTERS WAY U-TURN movement 9 (0700 - 1000) movement 10 (0700 - 1000) movement 11 (0700 - 1000) movement 12 (0700 - 1000) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0715 9 0 1 0 0 1 0 1 11 9.1% 0700-0715 38 14 3 7 0 0 0 10 62 16.1% 0700-0715 8 2 0 2 0 0 0 2 12 16.7% 0700-0715 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0730 9 0 0 0 0 0 1 0 10 0.0% 0715-0730 49 15 0 6 0 1 0 6 71 8.5% 0715-0730 11 5 0 0 0 0 0 0 16 0.0% 0715-0730 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 2 1 0 0 0 0 0 0 3 0.0% 0730-0745 37 16 3 1 0 0 0 4 57 7.0% 0730-0745 7 0 0 2 0 0 0 2 9 22.2% 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0800 19 2 0 0 0 0 0 0 21 0.0% 0745-0800 36 15 1 3 1 0 0 5 56 8.9% 0745-0800 4 1 0 0 0 0 0 0 5 0.0% 0745-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0815 24 3 0 0 1 0 0 1 28 3.6% 0800-0815 60 11 4 1 0 0 0 5 76 6.6% 0800-0815 4 0 0 0 0 0 0 0 4 0.0% 0800-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0830 13 0 0 0 0 0 0 0 13 0.0% 0815-0830 47 9 1 2 0 0 0 3 59 5.1% 0815-0830 3 1 0 0 0 0 0 0 4 0.0% 0815-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0830-0845 9 2 0 0 0 0 0 0 11 0.0% 0830-0845 45 11 1 1 0 0 0 2 58 3.4% 0830-0845 0 0 0 1 0 0 0 1 1 100.0% 0830-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0900 10 1 0 0 0 0 0 0 11 0.0% 0845-0900 31 9 2 6 1 0 0 9 49 18.4% 0845-0900 1 0 0 0 0 0 0 0 1 0.0% 0845-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-0915 4 1 0 0 0 0 0 0 5 0.0% 0900-0915 39 11 2 7 0 0 0 9 59 15.3% 0900-0915 2 0 0 1 0 0 0 1 3 33.3% 0900-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0915-0930 3 0 0 0 0 0 0 0 3 0.0% 0915-0930 42 6 4 3 0 0 0 7 55 12.7% 0915-0930 2 1 1 1 0 0 0 2 5 40.0% 0915-0930 1 0 0 0 0 0 0 0 1 0.0% 0930-0945 5 0 0 0 0 0 1 0 6 0.0% 0930-0945 42 2 4 4 1 0 0 9 53 17.0% 0930-0945 2 2 0 1 0 0 0 1 5 20.0% 0930-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0945-1000 6 0 0 0 0 0 0 0 6 0.0% 0945-1000 39 3 1 4 0 0 0 5 47 10.6% 0945-1000 2 0 1 0 0 0 0 1 3 33.3% 0945-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-1000 113 10 1 0 1 1 2 2 128 1.6% 0700-1000 505 122 26 45 3 1 0 74 702 10.5% 0700-1000 46 12 2 8 0 0 0 10 68 14.7% 0700-1000 1 0 0 0 0 0 0 0 1 0.0%

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0800 39 3 1 0 0 1 1 1 45 2.2% 0700-0800 160 60 7 17 1 1 0 25 246 10.2% 0700-0800 30 8 0 4 0 0 0 4 42 9.5% 0700-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0815 54 6 0 0 1 0 1 1 62 1.6% 0715-0815 182 57 8 11 1 1 0 20 260 7.7% 0715-0815 26 6 0 2 0 0 0 2 34 5.9% 0715-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0830 58 6 0 0 1 0 0 1 65 1.5% 0730-0830 180 51 9 7 1 0 0 17 248 6.9% 0730-0830 18 2 0 2 0 0 0 2 22 9.1% 0730-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0845 65 7 0 0 1 0 0 1 73 1.4% 0745-0845 188 46 7 7 1 0 0 15 249 6.0% 0745-0845 11 2 0 1 0 0 0 1 14 7.1% 0745-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0900 56 6 0 0 1 0 0 1 63 1.6% 0800-0900 183 40 8 10 1 0 0 19 242 7.9% 0800-0900 8 1 0 1 0 0 0 1 10 10.0% 0800-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0915 36 4 0 0 0 0 0 0 40 0.0% 0815-0915 162 40 6 16 1 0 0 23 225 10.2% 0815-0915 6 1 0 2 0 0 0 2 9 22.2% 0815-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0830-0930 26 4 0 0 0 0 0 0 30 0.0% 0830-0930 157 37 9 17 1 0 0 27 221 12.2% 0830-0930 5 1 1 3 0 0 0 4 10 40.0% 0830-0930 1 0 0 0 0 0 0 0 1 0.0% 0845-0945 22 2 0 0 0 0 1 0 25 0.0% 0845-0945 154 28 12 20 2 0 0 34 216 15.7% 0845-0945 7 3 1 3 0 0 0 4 14 28.6% 0845-0945 1 0 0 0 0 0 0 0 1 0.0% 0900-1000 18 1 0 0 0 0 1 0 20 0.0% 0900-1000 162 22 11 18 1 0 0 30 214 14.0% 0900-1000 8 3 2 3 0 0 0 5 16 31.3% 0900-1000 1 0 0 0 0 0 0 0 1 0.0%

TOTAL FLOW INTO SURVEY SITE= 128 TOTAL FLOW INTO SURVEY SITE= 702 TOTAL FLOW INTO SURVEY SITE= 68 TOTAL FLOW INTO SURVEY SITE= 1

HOLT ROAD (S) HOLT ROAD (S) HOLT ROAD (S) HOLT ROAD (S) LEFT INTO HAVERINGLAND ROAD ACROSS INTO HOLT ROAD (N) RIGHT INTO FLAG CUTTERS WAY U-TURN movement 9 (1600 - 1900) movement 10 (1600 - 1900) movement 11 (1600 - 1900) movement 12 (1600 - 1900) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1615 6 3 0 0 1 0 0 1 10 10.0% 1600-1615 55 7 3 3 0 1 0 6 69 8.7% 1600-1615 1 0 0 0 0 0 0 0 1 0.0% 1600-1615 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1630 7 0 0 0 0 0 1 0 8 0.0% 1615-1630 53 7 1 3 0 0 0 4 64 6.3% 1615-1630 0 1 0 0 0 0 0 0 1 0.0% 1615-1630 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1645 7 0 0 0 0 0 1 0 8 0.0% 1630-1645 61 6 0 1 0 0 0 1 68 1.5% 1630-1645 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1645 1 0 0 0 0 0 0 0 1 0.0% 1645-1700 7 0 0 0 0 0 0 0 7 0.0% 1645-1700 53 7 1 1 1 0 0 3 63 4.8% 1645-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1700 1 0 0 0 0 0 0 0 1 0.0% 1700-1715 7 2 0 0 0 0 0 0 9 0.0% 1700-1715 60 9 1 0 0 1 0 1 71 1.4% 1700-1715 1 0 0 0 0 0 0 0 1 0.0% 1700-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 3 1 0 0 0 0 0 0 4 0.0% 1715-1730 58 4 0 0 2 1 0 2 65 3.1% 1715-1730 1 0 0 0 0 0 0 0 1 0.0% 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 4 0 0 0 0 0 0 0 4 0.0% 1730-1745 48 8 2 1 0 1 0 3 60 5.0% 1730-1745 1 0 0 0 0 0 0 0 1 0.0% 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 6 0 0 0 0 0 0 0 6 0.0% 1745-1800 58 4 1 0 0 0 0 1 63 1.6% 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 7 0 0 0 0 2 0 0 9 0.0% 1800-1815 47 4 0 0 0 0 0 0 51 0.0% 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 0 1 0 0 0 0 0 0 1 0.0% 1815-1830 4 1 0 0 0 2 0 0 7 0.0% 1815-1830 39 1 0 0 0 0 0 0 40 0.0% 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 3 0 0 0 0 0 0 0 3 0.0% 1830-1845 26 0 0 1 0 0 0 1 27 3.7% 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 3 0 0 0 0 0 0 0 3 0.0% 1845-1900 36 4 0 0 0 0 0 0 40 0.0% 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1600-1900 64 7 0 0 1 4 2 1 78 1.3% 1600-1900 594 61 9 10 3 4 0 22 681 3.2% 1600-1900 4 1 0 0 0 0 0 0 5 0.0% 1600-1900 2 1 0 0 0 0 0 0 3 0.0%

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1700 27 3 0 0 1 0 2 1 33 3.0% 1600-1700 222 27 5 8 1 1 0 14 264 5.3% 1600-1700 1 1 0 0 0 0 0 0 2 0.0% 1600-1700 2 0 0 0 0 0 0 0 2 0.0% 1615-1715 28 2 0 0 0 0 2 0 32 0.0% 1615-1715 227 29 3 5 1 1 0 9 266 3.4% 1615-1715 1 1 0 0 0 0 0 0 2 0.0% 1615-1715 2 0 0 0 0 0 0 0 2 0.0% 1630-1730 24 3 0 0 0 0 1 0 28 0.0% 1630-1730 232 26 2 2 3 2 0 7 267 2.6% 1630-1730 2 0 0 0 0 0 0 0 2 0.0% 1630-1730 2 0 0 0 0 0 0 0 2 0.0% 1645-1745 21 3 0 0 0 0 0 0 24 0.0% 1645-1745 219 28 4 2 3 3 0 9 259 3.5% 1645-1745 3 0 0 0 0 0 0 0 3 0.0% 1645-1745 1 0 0 0 0 0 0 0 1 0.0% 1700-1800 20 3 0 0 0 0 0 0 23 0.0% 1700-1800 224 25 4 1 2 3 0 7 259 2.7% 1700-1800 3 0 0 0 0 0 0 0 3 0.0% 1700-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1815 20 1 0 0 0 2 0 0 23 0.0% 1715-1815 211 20 3 1 2 2 0 6 239 2.5% 1715-1815 2 0 0 0 0 0 0 0 2 0.0% 1715-1815 0 1 0 0 0 0 0 0 1 0.0% 1730-1830 21 1 0 0 0 4 0 0 26 0.0% 1730-1830 192 17 3 1 0 1 0 4 214 1.9% 1730-1830 1 0 0 0 0 0 0 0 1 0.0% 1730-1830 0 1 0 0 0 0 0 0 1 0.0% 1745-1845 20 1 0 0 0 4 0 0 25 0.0% 1745-1845 170 9 1 1 0 0 0 2 181 1.1% 1745-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1845 0 1 0 0 0 0 0 0 1 0.0% 1800-1900 17 1 0 0 0 4 0 0 22 0.0% 1800-1900 148 9 0 1 0 0 0 1 158 0.6% 1800-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1900 0 1 0 0 0 0 0 0 1 0.0%

TOTAL FLOW INTO SURVEY SITE= 78 TOTAL FLOW INTO SURVEY SITE= 681 TOTAL FLOW INTO SURVEY SITE= 5 TOTAL FLOW INTO SURVEY SITE= 3 DATE : TUESDAY 12th FEBRUARY 2019

WEATHER CONDITIONS:

LOCATION : B1149 HOLT ROAD / FLAG CUTTERS WAY / HAVERINGLAND ROAD, HORSFORD

ARM 4 - HAVERINGLAND ROAD (WEST)

HAVERINGLAND ROAD HAVERINGLAND ROAD HAVERINGLAND ROAD HAVERINGLAND ROAD LEFT INTO HOLT ROAD (N) ACROSS INTO FLAG CUTTERS WAY RIGHT INTO HOLT ROAD (S) U-TURN movement 13 (0700 - 1000) movement 14 (0700 - 1000) movement 15 (0700 - 1000) movement 16 (0700 - 1000) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0715 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-0715 2 0 0 0 0 0 0 0 2 0.0% 0700-0715 3 0 0 0 0 0 0 0 3 0.0% 0700-0715 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0730 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0730 1 0 0 0 0 0 0 0 1 0.0% 0715-0730 4 0 0 0 0 0 0 0 4 0.0% 0715-0730 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 3 0 1 0 0 0 0 1 4 25.0% 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0800 10 0 0 0 0 0 0 0 10 0.0% 0745-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0815 6 1 0 0 0 0 1 0 8 0.0% 0800-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0830 2 0 0 0 0 0 0 0 2 0.0% 0815-0830 5 0 0 0 0 0 0 0 5 0.0% 0815-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0830-0845 1 0 0 0 0 0 0 0 1 0.0% 0830-0845 1 0 0 0 0 0 0 0 1 0.0% 0830-0845 10 0 0 0 0 0 0 0 10 0.0% 0830-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0900 0 1 0 0 0 0 0 0 1 0.0% 0845-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0900 11 0 0 0 0 0 1 0 12 0.0% 0845-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-0915 9 2 0 0 0 0 0 0 11 0.0% 0900-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0915-0930 0 0 0 0 0 0 1 0 1 0.0% 0915-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0915-0930 4 0 0 0 0 0 0 0 4 0.0% 0915-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0930-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0930-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0930-0945 8 0 0 0 0 0 1 0 9 0.0% 0930-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0945-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0945-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0945-1000 7 1 0 0 0 0 0 0 8 0.0% 0945-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-1000 1 1 0 0 0 0 1 0 3 0.0% 0700-1000 6 0 0 0 0 0 0 0 6 0.0% 0700-1000 80 4 1 0 0 0 3 1 88 1.1% 0700-1000 0 0 0 0 0 0 0 0 0 #DIV/0!

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-0800 3 0 0 0 0 0 0 0 3 0.0% 0700-0800 20 0 1 0 0 0 0 1 21 4.8% 0700-0800 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0715-0815 1 0 0 0 0 0 0 0 1 0.0% 0715-0815 23 1 1 0 0 0 1 1 26 3.8% 0715-0815 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0830 2 0 0 0 0 0 0 0 2 0.0% 0730-0830 24 1 1 0 0 0 1 1 27 3.7% 0730-0830 0 0 0 0 0 0 0 0 0 #DIV/0! 0745-0845 1 0 0 0 0 0 0 0 1 0.0% 0745-0845 3 0 0 0 0 0 0 0 3 0.0% 0745-0845 31 1 0 0 0 0 1 0 33 0.0% 0745-0845 0 0 0 0 0 0 0 0 0 #DIV/0! 0800-0900 1 1 0 0 0 0 0 0 2 0.0% 0800-0900 3 0 0 0 0 0 0 0 3 0.0% 0800-0900 32 1 0 0 0 0 2 0 35 0.0% 0800-0900 0 0 0 0 0 0 0 0 0 #DIV/0! 0815-0915 1 1 0 0 0 0 0 0 2 0.0% 0815-0915 3 0 0 0 0 0 0 0 3 0.0% 0815-0915 35 2 0 0 0 0 1 0 38 0.0% 0815-0915 0 0 0 0 0 0 0 0 0 #DIV/0! 0830-0930 1 1 0 0 0 0 1 0 3 0.0% 0830-0930 1 0 0 0 0 0 0 0 1 0.0% 0830-0930 34 2 0 0 0 0 1 0 37 0.0% 0830-0930 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0945 0 1 0 0 0 0 1 0 2 0.0% 0845-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0845-0945 32 2 0 0 0 0 2 0 36 0.0% 0845-0945 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-1000 0 0 0 0 0 0 1 0 1 0.0% 0900-1000 0 0 0 0 0 0 0 0 0 #DIV/0! 0900-1000 28 3 0 0 0 0 1 0 32 0.0% 0900-1000 0 0 0 0 0 0 0 0 0 #DIV/0!

TOTAL FLOW INTO SURVEY SITE= 3 TOTAL FLOW INTO SURVEY SITE= 6 TOTAL FLOW INTO SURVEY SITE= 88 TOTAL FLOW INTO SURVEY SITE= 0

HAVERINGLAND ROAD HAVERINGLAND ROAD HAVERINGLAND ROAD HAVERINGLAND ROAD LEFT INTO HOLT ROAD (N) ACROSS INTO FLAG CUTTERS WAY RIGHT INTO HOLT ROAD (S) U-TURN movement 13 (1600 - 1900) movement 14 (1600 - 1900) movement 15 (1600 - 1900) movement 16 (1600 - 1900) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1615 1 0 0 0 0 0 0 0 1 0.0% 1600-1615 0 0 0 0 0 0 0 0 0 #DIV/0! 1600-1615 16 1 0 0 1 0 0 1 18 5.6% 1600-1615 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1630 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1630 1 0 0 0 0 0 0 0 1 0.0% 1615-1630 9 1 0 0 0 0 0 0 10 0.0% 1615-1630 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1645 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1645 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1645 9 1 0 0 1 0 0 1 11 9.1% 1630-1645 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1700 1 0 0 0 0 0 0 0 1 0.0% 1645-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1700 9 1 0 0 0 0 0 0 10 0.0% 1645-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1715 10 1 0 0 0 0 0 0 11 0.0% 1700-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 9 0 0 0 0 1 0 0 10 0.0% 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 15 0 0 1 0 0 0 1 16 6.3% 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 7 0 0 0 0 0 0 0 7 0.0% 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 1 0 0 0 0 0 0 0 1 0.0% 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 4 0 0 0 0 1 3 0 8 0.0% 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 4 1 0 0 0 0 0 0 5 0.0% 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1830-1845 4 0 0 0 0 0 0 0 4 0.0% 1830-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 1 0 0 0 0 0 0 0 1 0.0% 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1600-1900 3 0 0 0 0 0 0 0 3 0.0% 1600-1900 1 0 0 0 0 0 0 0 1 0.0% 1600-1900 97 6 0 1 2 2 3 3 111 2.7% 1600-1900 0 0 0 0 0 0 0 0 0 #DIV/0!

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1700 2 0 0 0 0 0 0 0 2 0.0% 1600-1700 1 0 0 0 0 0 0 0 1 0.0% 1600-1700 43 4 0 0 2 0 0 2 49 4.1% 1600-1700 0 0 0 0 0 0 0 0 0 #DIV/0! 1615-1715 1 0 0 0 0 0 0 0 1 0.0% 1615-1715 1 0 0 0 0 0 0 0 1 0.0% 1615-1715 37 4 0 0 1 0 0 1 42 2.4% 1615-1715 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1730 1 0 0 0 0 0 0 0 1 0.0% 1630-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1630-1730 37 3 0 0 1 1 0 1 42 2.4% 1630-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1745 1 0 0 0 0 0 0 0 1 0.0% 1645-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1645-1745 43 2 0 1 0 1 0 1 47 2.1% 1645-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1700-1800 41 1 0 1 0 1 0 1 44 2.3% 1700-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1815 1 0 0 0 0 0 0 0 1 0.0% 1715-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1815 35 0 0 1 0 2 3 1 41 2.4% 1715-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1830 1 0 0 0 0 0 0 0 1 0.0% 1730-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1830 30 1 0 1 0 1 3 1 36 2.8% 1730-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1845 1 0 0 0 0 0 0 0 1 0.0% 1745-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1845 19 1 0 0 0 1 3 0 24 0.0% 1745-1845 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1900 1 0 0 0 0 0 0 0 1 0.0% 1800-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1900 13 1 0 0 0 1 3 0 18 0.0% 1800-1900 0 0 0 0 0 0 0 0 0 #DIV/0!

TOTAL FLOW INTO SURVEY SITE= 3 TOTAL FLOW INTO SURVEY SITE= 1 TOTAL FLOW INTO SURVEY SITE= 111 TOTAL FLOW INTO SURVEY SITE= 0 DATE : TUESDAY 12th FEBRUARY 2019

WEATHER CONDITIONS:

LOCATION : B1149 HOLT ROAD / FLAG CUTTERS WAY / HAVERINGLAND ROAD, HORSFORD

ARMS 1 to 4 TOTALS

ARM 1 - B1149 HOLT ROAD (NORTH) ARM 2 - FLAG CUTTERS WAY (EAST) ARM 3 - B1149 HOLT ROAD (SOUTH) ARM 4 - HAVERINGLAND ROAD (WEST) SOUTHBOUND WESTBOUND NORTHBOUND EASTBOUND movements 1, 2, 3 & 4 (0700 - 1000) movements 5, 6, 7 & 8 (0700 - 1000) movements 9, 10, 11 & 12 (0700 - 1000) movements 13, 14, 15 & 16 (0700 - 1000) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0715 38 3 0 1 1 1 0 2 44 4.5% 0700-0715 0 0 0 0 0 0 0 0 0 #DIV/0! 0700-0715 55 16 4 9 0 1 0 13 85 15.3% 0700-0715 5 0 0 0 0 0 0 0 5 0.0% 0715-0730 60 13 3 4 1 1 0 8 82 9.8% 0715-0730 1 1 0 0 0 0 0 0 2 0.0% 0715-0730 69 20 0 6 0 1 1 6 97 6.2% 0715-0730 5 0 0 0 0 0 0 0 5 0.0% 0730-0745 53 5 1 0 0 0 0 1 59 1.7% 0730-0745 0 0 0 0 0 0 0 0 0 #DIV/0! 0730-0745 46 17 3 3 0 0 0 6 69 8.7% 0730-0745 3 0 1 0 0 0 0 1 4 25.0% 0745-0800 38 6 0 1 0 0 0 1 45 2.2% 0745-0800 0 0 0 1 0 0 0 1 1 100.0% 0745-0800 59 18 1 3 1 0 0 5 82 6.1% 0745-0800 10 0 0 0 0 0 0 0 10 0.0% 0800-0815 45 5 4 6 1 0 0 11 61 18.0% 0800-0815 2 1 0 1 0 0 0 1 4 25.0% 0800-0815 88 14 4 1 1 0 0 6 108 5.6% 0800-0815 6 1 0 0 0 0 1 0 8 0.0% 0815-0830 32 8 1 7 0 0 1 8 49 16.3% 0815-0830 3 0 0 1 0 0 0 1 4 25.0% 0815-0830 63 10 1 2 0 0 0 3 76 3.9% 0815-0830 7 0 0 0 0 0 0 0 7 0.0% 0830-0845 40 3 1 6 0 1 0 7 51 13.7% 0830-0845 3 0 0 0 0 0 0 0 3 0.0% 0830-0845 54 13 1 2 0 0 0 3 70 4.3% 0830-0845 12 0 0 0 0 0 0 0 12 0.0% 0845-0900 47 5 1 5 0 1 0 6 59 10.2% 0845-0900 2 1 0 1 0 0 0 1 4 25.0% 0845-0900 42 10 2 6 1 0 0 9 61 14.8% 0845-0900 11 1 0 0 0 0 1 0 13 0.0% 0900-0915 47 5 2 3 0 1 0 5 58 8.6% 0900-0915 3 0 0 1 0 0 0 1 4 25.0% 0900-0915 45 12 2 8 0 0 0 10 67 14.9% 0900-0915 9 2 0 0 0 0 0 0 11 0.0% 0915-0930 41 6 3 8 0 1 0 11 59 18.6% 0915-0930 0 1 0 1 0 0 0 1 2 50.0% 0915-0930 48 7 5 4 0 0 0 9 64 14.1% 0915-0930 4 0 0 0 0 0 1 0 5 0.0% 0930-0945 41 3 4 3 1 0 0 8 52 15.4% 0930-0945 1 2 0 1 0 0 0 1 4 25.0% 0930-0945 49 4 4 5 1 0 1 10 64 15.6% 0930-0945 8 0 0 0 0 0 1 0 9 0.0% 0945-1000 34 5 0 3 0 0 0 3 42 7.1% 0945-1000 0 0 0 1 0 0 0 1 1 100.0% 0945-1000 47 3 2 4 0 0 0 6 56 10.7% 0945-1000 7 1 0 0 0 0 0 0 8 0.0% 0700-1000 516 67 20 47 4 6 1 71 661 10.7% 0700-1000 15 6 0 8 0 0 0 8 29 27.6% 0700-1000 665 144 29 53 4 2 2 86 899 9.6% 0700-1000 87 5 1 0 0 0 4 1 97 1.0%

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0800 189 27 4 6 2 2 0 12 230 5.2% 0700-0800 1 1 0 1 0 0 0 1 3 33.3% 0700-0800 229 71 8 21 1 2 1 30 333 9.0% 0700-0800 23 0 1 0 0 0 0 1 24 4.2% 0715-0815 196 29 8 11 2 1 0 21 247 8.5% 0715-0815 3 2 0 2 0 0 0 2 7 28.6% 0715-0815 262 69 8 13 2 1 1 23 356 6.5% 0715-0815 24 1 1 0 0 0 1 1 27 3.7% 0730-0830 168 24 6 14 1 0 1 21 214 9.8% 0730-0830 5 1 0 3 0 0 0 3 9 33.3% 0730-0830 256 59 9 9 2 0 0 20 335 6.0% 0730-0830 26 1 1 0 0 0 1 1 29 3.4% 0745-0845 155 22 6 20 1 1 1 27 206 13.1% 0745-0845 8 1 0 3 0 0 0 3 12 25.0% 0745-0845 264 55 7 8 2 0 0 17 336 5.1% 0745-0845 35 1 0 0 0 0 1 0 37 0.0% 0800-0900 164 21 7 24 1 2 1 32 220 14.5% 0800-0900 10 2 0 3 0 0 0 3 15 20.0% 0800-0900 247 47 8 11 2 0 0 21 315 6.7% 0800-0900 36 2 0 0 0 0 2 0 40 0.0% 0815-0915 166 21 5 21 0 3 1 26 217 12.0% 0815-0915 11 1 0 3 0 0 0 3 15 20.0% 0815-0915 204 45 6 18 1 0 0 25 274 9.1% 0815-0915 39 3 0 0 0 0 1 0 43 0.0% 0830-0930 175 19 7 22 0 4 0 29 227 12.8% 0830-0930 8 2 0 3 0 0 0 3 13 23.1% 0830-0930 189 42 10 20 1 0 0 31 262 11.8% 0830-0930 36 3 0 0 0 0 2 0 41 0.0% 0845-0945 176 19 10 19 1 3 0 30 228 13.2% 0845-0945 6 4 0 4 0 0 0 4 14 28.6% 0845-0945 184 33 13 23 2 0 1 38 256 14.8% 0845-0945 32 3 0 0 0 0 3 0 38 0.0% 0900-1000 163 19 9 17 1 2 0 27 211 12.8% 0900-1000 4 3 0 4 0 0 0 4 11 36.4% 0900-1000 189 26 13 21 1 0 1 35 251 13.9% 0900-1000 28 3 0 0 0 0 2 0 33 0.0%

TOTAL FLOW INTO SURVEY SITE= 661 TOTAL FLOW INTO SURVEY SITE= 29 TOTAL FLOW INTO SURVEY SITE= 899 TOTAL FLOW INTO SURVEY SITE= 97

ARM 1 - B1149 HOLT ROAD (NORTH) ARM 2 - FLAG CUTTERS WAY (EAST) ARM 3 - B1149 HOLT ROAD (SOUTH) ARM 4 - HAVERINGLAND ROAD (WEST) SOUTHBOUND WESTBOUND NORTHBOUND EASTBOUND movements 1, 2, 3 & 4 (1600 - 1900) movements 5, 6, 7 & 8 (1600 - 1900) movements 9, 10, 11 & 12 (1600 - 1900) movements 13, 14, 15 & 16 (1600 - 1900) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1615 46 15 0 3 0 0 1 3 65 4.6% 1600-1615 14 3 0 0 0 0 0 0 17 0.0% 1600-1615 62 10 3 3 1 1 0 7 80 8.8% 1600-1615 17 1 0 0 1 0 0 1 19 5.3% 1615-1630 47 12 3 1 0 0 0 4 63 6.3% 1615-1630 9 1 0 0 0 0 0 0 10 0.0% 1615-1630 60 8 1 3 0 0 1 4 73 5.5% 1615-1630 10 1 0 0 0 0 0 0 11 0.0% 1630-1645 56 11 1 1 0 0 0 2 69 2.9% 1630-1645 3 0 1 0 0 0 0 1 4 25.0% 1630-1645 69 6 0 1 0 0 1 1 77 1.3% 1630-1645 9 1 0 0 1 0 0 1 11 9.1% 1645-1700 65 14 2 0 0 2 0 2 83 2.4% 1645-1700 3 0 0 0 0 0 0 0 3 0.0% 1645-1700 61 7 1 1 1 0 0 3 71 4.2% 1645-1700 10 1 0 0 0 0 0 0 11 0.0% 1700-1715 66 17 2 2 0 0 0 4 87 4.6% 1700-1715 3 0 0 0 0 0 0 0 3 0.0% 1700-1715 68 11 1 0 0 1 0 1 81 1.2% 1700-1715 10 1 0 0 0 0 0 0 11 0.0% 1715-1730 63 14 0 1 0 0 2 1 80 1.3% 1715-1730 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1730 62 5 0 0 2 1 0 2 70 2.9% 1715-1730 9 0 0 0 0 1 0 0 10 0.0% 1730-1745 56 15 0 2 1 0 1 3 75 4.0% 1730-1745 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1745 53 8 2 1 0 1 0 3 65 4.6% 1730-1745 15 0 0 1 0 0 0 1 16 6.3% 1745-1800 45 5 1 0 0 0 0 1 51 2.0% 1745-1800 0 0 0 0 0 0 0 0 0 #DIV/0! 1745-1800 64 4 1 0 0 0 0 1 69 1.4% 1745-1800 7 0 0 0 0 0 0 0 7 0.0% 1800-1815 41 6 0 0 0 2 0 0 49 0.0% 1800-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1800-1815 54 5 0 0 0 2 0 0 61 0.0% 1800-1815 5 0 0 0 0 1 3 0 9 0.0% 1815-1830 25 6 0 0 0 0 0 0 31 0.0% 1815-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1815-1830 43 2 0 0 0 2 0 0 47 0.0% 1815-1830 4 1 0 0 0 0 0 0 5 0.0% 1830-1845 40 6 0 1 0 0 0 1 47 2.1% 1830-1845 1 0 0 0 0 0 0 0 1 0.0% 1830-1845 29 0 0 1 0 0 0 1 30 3.3% 1830-1845 4 0 0 0 0 0 0 0 4 0.0% 1845-1900 21 0 0 0 0 0 0 0 21 0.0% 1845-1900 0 0 0 0 0 0 0 0 0 #DIV/0! 1845-1900 39 4 0 0 0 0 0 0 43 0.0% 1845-1900 1 0 0 0 0 0 0 0 1 0.0% 1600-1900 571 121 9 11 1 4 4 21 721 2.9% 1600-1900 33 4 1 0 0 0 0 1 38 2.6% 1600-1900 664 70 9 10 4 8 2 23 767 3.0% 1600-1900 101 6 0 1 2 2 3 3 115 2.6%

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1700 214 52 6 5 0 2 1 11 280 3.9% 1600-1700 29 4 1 0 0 0 0 1 34 2.9% 1600-1700 252 31 5 8 2 1 2 15 301 5.0% 1600-1700 46 4 0 0 2 0 0 2 52 3.8% 1615-1715 234 54 8 4 0 2 0 12 302 4.0% 1615-1715 18 1 1 0 0 0 0 1 20 5.0% 1615-1715 258 32 3 5 1 1 2 9 302 3.0% 1615-1715 39 4 0 0 1 0 0 1 44 2.3% 1630-1730 250 56 5 4 0 2 2 9 319 2.8% 1630-1730 9 0 1 0 0 0 0 1 10 10.0% 1630-1730 260 29 2 2 3 2 1 7 299 2.3% 1630-1730 38 3 0 0 1 1 0 1 43 2.3% 1645-1745 250 60 4 5 1 2 3 10 325 3.1% 1645-1745 6 0 0 0 0 0 0 0 6 0.0% 1645-1745 244 31 4 2 3 3 0 9 287 3.1% 1645-1745 44 2 0 1 0 1 0 1 48 2.1% 1700-1800 230 51 3 5 1 0 3 9 293 3.1% 1700-1800 3 0 0 0 0 0 0 0 3 0.0% 1700-1800 247 28 4 1 2 3 0 7 285 2.5% 1700-1800 41 1 0 1 0 1 0 1 44 2.3% 1715-1815 205 40 1 3 1 2 3 5 255 2.0% 1715-1815 0 0 0 0 0 0 0 0 0 #DIV/0! 1715-1815 233 22 3 1 2 4 0 6 265 2.3% 1715-1815 36 0 0 1 0 2 3 1 42 2.4% 1730-1830 167 32 1 2 1 2 1 4 206 1.9% 1730-1830 0 0 0 0 0 0 0 0 0 #DIV/0! 1730-1830 214 19 3 1 0 5 0 4 242 1.7% 1730-1830 31 1 0 1 0 1 3 1 37 2.7% 1745-1845 151 23 1 1 0 2 0 2 178 1.1% 1745-1845 1 0 0 0 0 0 0 0 1 0.0% 1745-1845 190 11 1 1 0 4 0 2 207 1.0% 1745-1845 20 1 0 0 0 1 3 0 25 0.0% 1800-1900 127 18 0 1 0 2 0 1 148 0.7% 1800-1900 1 0 0 0 0 0 0 0 1 0.0% 1800-1900 165 11 0 1 0 4 0 1 181 0.6% 1800-1900 14 1 0 0 0 1 3 0 19 0.0%

TOTAL FLOW INTO SURVEY SITE= 721 TOTAL FLOW INTO SURVEY SITE= 38 TOTAL FLOW INTO SURVEY SITE= 767 TOTAL FLOW INTO SURVEY SITE= 115 DATE : TUESDAY 12th FEBRUARY 2019

WEATHER CONDITIONS:

LOCATION : B1149 HOLT ROAD / FLAG CUTTERS WAY / HAVERINGLAND ROAD, HORSFORD

GRAND TOTAL

ALL MOVEMENTS INTO JUNCTION movements 1 to 16 (0700 - 1000) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0715 98 19 4 10 1 2 0 15 134 11.2% 0715-0730 135 34 3 10 1 2 1 14 186 7.5% 0730-0745 102 22 5 3 0 0 0 8 132 6.1% 0745-0800 107 24 1 5 1 0 0 7 138 5.1% 0800-0815 141 21 8 8 2 0 1 18 181 9.9% 0815-0830 105 18 2 10 0 0 1 12 136 8.8% 0830-0845 109 16 2 8 0 1 0 10 136 7.4% 0845-0900 102 17 3 12 1 1 1 16 137 11.7% 0900-0915 104 19 4 12 0 1 0 16 140 11.4% 0915-0930 93 14 8 13 0 1 1 21 130 16.2% 0930-0945 99 9 8 9 2 0 2 19 129 14.7% 0945-1000 88 9 2 8 0 0 0 10 107 9.3% 0700-1000 1283 222 50 108 8 8 7 166 1686 9.8%

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 0700-0800 442 99 13 28 3 4 1 44 590 7.5% 0715-0815 485 101 17 26 4 2 2 47 637 7.4% 0730-0830 455 85 16 26 3 0 2 45 587 7.7% 0745-0845 462 79 13 31 3 1 2 47 591 8.0% 0800-0900 457 72 15 38 3 2 3 56 590 9.5% 0815-0915 420 70 11 42 1 3 2 54 549 9.8% 0830-0930 408 66 17 45 1 4 2 63 543 11.6% 0845-0945 398 59 23 46 3 3 4 72 536 13.4% 0900-1000 384 51 22 42 2 2 3 66 506 13.0%

TOTAL FLOW INTO SURVEY SITE= 1686

ALL MOVEMENTS INTO JUNCTION movements 1 to 16 (1600 - 1900) CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1615 139 29 3 6 2 1 1 11 181 6.1% 1615-1630 126 22 4 4 0 0 1 8 157 5.1% 1630-1645 137 18 2 2 1 0 1 5 161 3.1% 1645-1700 139 22 3 1 1 2 0 5 168 3.0% 1700-1715 147 29 3 2 0 1 0 5 182 2.7% 1715-1730 134 19 0 1 2 2 2 3 160 1.9% 1730-1745 124 23 2 4 1 1 1 7 156 4.5% 1745-1800 116 9 2 0 0 0 0 2 127 1.6% 1800-1815 100 11 0 0 0 5 3 0 119 0.0% 1815-1830 72 9 0 0 0 2 0 0 83 0.0% 1830-1845 74 6 0 2 0 0 0 2 82 2.4% 1845-1900 61 4 0 0 0 0 0 0 65 0.0% 1600-1900 1369 201 19 22 7 14 9 48 1641 2.9%

CAR LGV OGV1 OGV2 PSV MBIKE CYC TOT HVs VEH TOT % HVs 1600-1700 541 91 12 13 4 3 3 29 667 4.3% 1615-1715 549 91 12 9 2 3 2 23 668 3.4% 1630-1730 557 88 8 6 4 5 3 18 671 2.7% 1645-1745 544 93 8 8 4 6 3 20 666 3.0% 1700-1800 521 80 7 7 3 4 3 17 625 2.7% 1715-1815 474 62 4 5 3 8 6 12 562 2.1% 1730-1830 412 52 4 4 1 8 4 9 485 1.9% 1745-1845 362 35 2 2 0 7 3 4 411 1.0% 1800-1900 307 30 0 2 0 7 3 2 349 0.6%

TOTAL FLOW INTO SURVEY SITE= 1641 C S CountsequentialSURVEYS

QUEUE LENGTH SURVEY RESULTS

B1149 HOLT ROAD / FLAG CUTTERS WAY / HAVERINGLAND ROAD, HORSFORD

TUESDAY12th FEBRUARY 2018

Countsequential Ltd

479 Earlham Road - Norwich Norfolk - 4 7NRHN

T 01603 322856 M 07973 280966 E [email protected] DATE : TUESDAY 12th FEBRUARY 2019

CONDITIONS: DRY

B1149 HOLT ROAD / FLAG CUTTERS WAY / HAVERINGLAND ROAD, HORSFORD

TIME ARM 1 ARM 2 ARM 2 ARM 2 B1149 HOLT RD (N) FLAG CUTTERS (E) B1149 HOLT RD (S) HAVERINGLAND (W) LANE 1 LANE 1 LANE 1 LANE 1

07:00 0 0 0 0 07:05 0 0 0 0 07:10 0 0 0 0 07:15 0 0 0 0 07:20 2 0 0 0 07:25 1 0 0 0 07:30 2 0 0 0 07:35 0 0 0 0 07:40 0 0 0 0 07:45 0 0 0 0 07:50 0 0 0 0 07:55 0 0 0 1 08:00 0 0 0 0 08:05 0 0 0 0 08:10 0 0 0 0 08:15 0 0 0 1 08:20 0 0 0 0 08:25 0 0 0 1 08:30 0 0 0 1 08:35 0 0 0 0 08:40 0 0 0 0 08:45 0 0 0 0 08:50 0 0 0 0 08:55 0 0 0 0 09:00 0 0 0 0 09:05 0 0 0 0 09:10 0 0 0 0 09:15 0 0 0 0 09:20 0 0 0 1 09:25 0 0 0 0 09:30 0 0 0 0 09:35 0 0 0 0 09:40 2 0 0 1 09:45 0 0 0 0 09:50 0 0 0 0 09:55 0 0 0 0 10:00 0 0 0 0 DATE : TUESDAY 12th FEBRUARY 2019

CONDITIONS: DRY

B1149 HOLT ROAD / FLAG CUTTERS WAY / HAVERINGLAND ROAD, HORSFORD

TIME ARM 1 ARM 2 ARM 2 ARM 2 B1149 HOLT RD (N) FLAG CUTTERS (E) B1149 HOLT RD (S) HAVERINGLAND (W) LANE 1 LANE 1 LANE 1 LANE 1

16:00 0 1 0 4 16:05 0 0 0 2 16:10 0 0 0 0 16:15 0 0 0 0 16:20 0 0 0 2 16:25 0 0 0 0 16:30 0 0 0 0 16:35 0 0 0 1 16:40 0 0 0 0 16:45 0 0 0 0 16:50 0 0 0 0 16:55 0 0 0 0 17:00 0 0 0 0 17:05 0 0 0 0 17:10 0 0 0 2 17:15 0 0 0 0 17:20 0 0 0 1 17:25 0 0 0 0 17:30 0 0 0 0 17:35 0 0 0 1 17:40 0 0 0 0 17:45 0 0 0 0 17:50 0 0 0 0 17:55 0 0 0 0 18:00 0 0 0 0 18:05 0 0 0 0 18:10 0 0 0 0 18:15 0 0 0 0 18:20 0 0 0 0 18:25 0 0 0 0 18:30 0 0 0 0 18:35 0 0 0 0 18:40 0 0 0 0 18:45 0 0 0 0 18:50 0 0 0 0 18:55 0 0 0 0 19:00 0 0 0 0

APPENDIX E

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

DO NOT SCALE

AM PEAK N PM PEAK N

FLAG CUTTERS WAY FLAG CUTTERS WAY GREEN LANE PROPOSED GREEN LANE PROPOSED DEVELOPMENT DEVELOPMENT SITE SITE FLAG FLAG CUTTERS WAY FLAG CUTTERS WAY

42 10 5 35

0 266 0 5 3 7 287 3 6 29

1 287 0 1 336 0 267 294 288 365 281 378 283 312 0 0 281 0 37 281 0 2 0 27 63 341 2 52 34 310 B1149 B1149 HOLT ROAD HOLT B1149 ROAD B1149 B1149 HOLT ROAD B1149 HOLT ROAD 27 64 54 35 HAVERINGLAND HAVERINGLAND

Notes: Key: - Original survey date was Tuesday 12th February 2019. Local Road Network Assessed - Peak 60min flows range between 07.00-10.00 and 16.00-19.00. Indicative Road Network - Highest peak 60min interval for each period presented for robustness unless specific time period stated. - U-Turns omitted for brevity but are included in junction models. Traffic Growth Factors - Road network layout is representative only and not to scale. AM PM - All flows are in PCUs 2019-2024 1.0975 1.1004

© Richard Jackson Ltd REV DATE DESCRIPTION DRAWN CHKD Project Title Client Title Drawing No. Revision Kingfisher Meadow David Wilson Homes Land East of Holt Road, Horsford 47172/P/TA/201 847 The Crescent, Colchester, CO4 9YQ Tel: 01206 228800 (Eastern) Rennie House, 57-60 Aldgate High Street, London, EC3N 1AL Tel: 020 7448 9910 Drawing Title Scale Drawn Date Drawing Status 5 Quern House, Mill Court, Great Shelford, Cambs, CB22 5LD Tel: 01223 314794 TRAFFIC FLOW DIAGRAM 1 NTS D Palmer 02/05/19 INFORMATION APPROVAL COSTING 4 The Old Church, St. Matthews Road, Norwich, Norfolk NR1 1SP Tel: 01603 230240 Job Manager Quality Checked The Wheelhouse, Bonds Mill, Stonehouse, Gloucestershire GL10 3RF Tel: 01172 020270 2019 Peak Hour (Maximum Junction Flows) M Geddes D Bates TENDER CONSTRUCTION AS CONSTRUCTED Email Address: [email protected] Web Site: http://www.rj.uk.com DO NOT SCALE

AM PEAK N PM PEAK N

FLAG CUTTERS WAY FLAG CUTTERS WAY GREEN LANE PROPOSED GREEN LANE PROPOSED DEVELOPMENT DEVELOPMENT SITE SITE FLAG FLAG CUTTERS WAY FLAG CUTTERS WAY

46 11 5 38

0 292 0 5 3 7 315 3 7 31

1 315 0 1 370 0 293 323 316 401 308 414 312 343 0 0 308 0 40 310 0 2 0 29 69 374 2 57 38 341 B1149 B1149 HOLT ROAD HOLT B1149 ROAD B1149 B1149 HOLT ROAD B1149 HOLT ROAD 29 70 59 39 HAVERINGLAND HAVERINGLAND

Notes: Key: - Original survey date was Tuesday 12th February 2019. Local Road Network Assessed - Peak 60min flows range between 07.00-10.00 and 16.00-19.00. Indicative Road Network - Highest peak 60min interval for each period presented for robustness unless specific time period stated. - U-Turns omitted for brevity but are included in junction models. Traffic Growth Factors - Road network layout is representative only and not to scale. AM PM - All flows are in PCUs 2019-2024 1.0975 1.1004

© Richard Jackson Ltd REV DATE DESCRIPTION DRAWN CHKD Project Title Client Title Drawing No. Revision Kingfisher Meadow David Wilson Homes Land East of Holt Road, Horsford 47172/P/TA/202 847 The Crescent, Colchester, CO4 9YQ Tel: 01206 228800 (Eastern) Rennie House, 57-60 Aldgate High Street, London, EC3N 1AL Tel: 020 7448 9910 Drawing Title Scale Drawn Date Drawing Status 5 Quern House, Mill Court, Great Shelford, Cambs, CB22 5LD Tel: 01223 314794 TRAFFIC FLOW DIAGRAM 2 NTS D Palmer 02/05/19 INFORMATION APPROVAL COSTING 4 The Old Church, St. Matthews Road, Norwich, Norfolk NR1 1SP Tel: 01603 230240 Job Manager Quality Checked The Wheelhouse, Bonds Mill, Stonehouse, Gloucestershire GL10 3RF Tel: 01172 020270 2024 Peak Hour Flows M Geddes D Bates TENDER CONSTRUCTION AS CONSTRUCTED Email Address: [email protected] Web Site: http://www.rj.uk.com DO NOT SCALE

AM PEAK N PM PEAK N

FLAG CUTTERS WAY FLAG CUTTERS WAY GREEN LANE PROPOSED GREEN LANE PROPOSED DEVELOPMENT DEVELOPMENT SITE SITE FLAG FLAG CUTTERS WAY FLAG CUTTERS WAY

50 132 124 73

0 10 0 15 41 92 25 38 22 50

- - 0 - - 0 10 92 25 50 41 34 22 86 0 0 41 0 34 22 0 86 - 5 14 - - 13 8 - B1149 B1149 HOLT ROAD HOLT B1149 ROAD B1149 B1149 HOLT ROAD B1149 HOLT ROAD 5 14 13 8 HAVERINGLAND HAVERINGLAND

Notes: Key: - Original survey date was Tuesday 12th February 2019. Local Road Network Assessed - Peak 60min flows range between 07.00-10.00 and 16.00-19.00. Indicative Road Network - Highest peak 60min interval for each period presented for robustness unless specific time period stated. - U-Turns omitted for brevity but are included in junction models. Traffic Growth Factors - Road network layout is representative only and not to scale. AM PM - All flows are in PCUs 2019-2024 1.0975 1.1004

© Richard Jackson Ltd REV DATE DESCRIPTION DRAWN CHKD Project Title Client Title Drawing No. Revision Kingfisher Meadow David Wilson Homes Land East of Holt Road, Horsford 47172/P/TA/203 847 The Crescent, Colchester, CO4 9YQ Tel: 01206 228800 (Eastern) Rennie House, 57-60 Aldgate High Street, London, EC3N 1AL Tel: 020 7448 9910 Drawing Title Scale Drawn Date Drawing Status 5 Quern House, Mill Court, Great Shelford, Cambs, CB22 5LD Tel: 01223 314794 TRAFFIC FLOW DIAGRAM 3 NTS D Palmer 02/05/19 INFORMATION APPROVAL COSTING 4 The Old Church, St. Matthews Road, Norwich, Norfolk NR1 1SP Tel: 01603 230240 Job Manager Quality Checked The Wheelhouse, Bonds Mill, Stonehouse, Gloucestershire GL10 3RF Tel: 01172 020270 Proposed Phase 2 Development 304 Dwellings M Geddes D Bates TENDER CONSTRUCTION AS CONSTRUCTED Email Address: [email protected] Web Site: http://www.rj.uk.com DO NOT SCALE

AM PEAK N PM PEAK N

FLAG CUTTERS WAY FLAG CUTTERS WAY GREEN LANE PROPOSED GREEN LANE PROPOSED DEVELOPMENT DEVELOPMENT SITE SITE FLAG FLAG CUTTERS WAY FLAG CUTTERS WAY

95 143 129 111

0 302 0 21 44 99 340 41 29 82

1 315 0 1 370 0 303 414 341 451 335 449 326 429 0 0 335 0 75 324 0 88 0 35 83 374 2 70 46 341 B1149 B1149 HOLT ROAD HOLT B1149 ROAD B1149 B1149 HOLT ROAD B1149 HOLT ROAD 35 85 73 47 HAVERINGLAND HAVERINGLAND

Notes: Key: - Original survey date was Tuesday 12th February 2019. Local Road Network Assessed - Peak 60min flows range between 07.00-10.00 and 16.00-19.00. Indicative Road Network - Highest peak 60min interval for each period presented for robustness unless specific time period stated. - U-Turns omitted for brevity but are included in junction models. Traffic Growth Factors - Road network layout is representative only and not to scale. AM PM - All flows are in PCUs 2019-2024 1.0975 1.1004

© Richard Jackson Ltd REV DATE DESCRIPTION DRAWN CHKD Project Title Client Title Drawing No. Revision Kingfisher Meadow David Wilson Homes Land East of Holt Road, Horsford 47172/P/TA/204 847 The Crescent, Colchester, CO4 9YQ Tel: 01206 228800 (Eastern) Rennie House, 57-60 Aldgate High Street, London, EC3N 1AL Tel: 020 7448 9910 Drawing Title Scale Drawn Date Drawing Status 5 Quern House, Mill Court, Great Shelford, Cambs, CB22 5LD Tel: 01223 314794 TRAFFIC FLOW DIAGRAM 4 NTS D Palmer 02/05/19 INFORMATION APPROVAL COSTING 4 The Old Church, St. Matthews Road, Norwich, Norfolk NR1 1SP Tel: 01603 230240 Job Manager Quality Checked The Wheelhouse, Bonds Mill, Stonehouse, Gloucestershire GL10 3RF Tel: 01172 020270 2024 Peak Hour with Development M Geddes D Bates TENDER CONSTRUCTION AS CONSTRUCTED Email Address: [email protected] Web Site: http://www.rj.uk.com

APPENDIX F

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

Full Details Report Summary -

Accidents Found Date Range: 23/08/2016 - 09/11/2018 Grid Coordinate Range: 618714, 316353 - 619176, 317138 Accident Date BETWEEN '01-Dec-2015' AND '30-Nov-2018'

Accident Severity

2016 2017 2018 Total

Serious 0 0 1 1

Slight 1 1 4 6

Total 1 1 5 7

Casualty Severity

2016 2017 2018 Total

Serious 0 0 1 1

Slight 1 1 9 11

Total 1 1 10 12

Casualty KSI

2016 2017 2018 Total

Child KSI 0 0 1 1

Slight 1 1 9 11

Total 1 1 10 12 Accident Date BETWEEN '01-Dec-2015' AND '30-Nov-2018'

1.3 Accident Reference:100792 Slight HOLT ROAD B1149 OLIVE CRESCENT Accident 1 of 7

1.7 Date & 1.9 Time...... Tuesday 23/08/2016 13:31 1.15 Speed limit...... 30 Mph 1.11 Grid co-ordinates...... 618714/317138 1.14 Road type...... Single c'way 1.10 Local Authority...... Broadland 1.16 Junction detail...... T or Staggered junction 1.12/1.13 1st road identity..B1149 1.17 Junction control.....Give way sign or uncontrolled 1.18/1.19 2nd road identity..U 1.24 Special conditions...None 1.22 Weather...... Fine 1.25 Carriageway hazards..None 1.21 Light conditions...... Daylight 1.5 Number of vehicles...2 1.20a Crossing(human)...... No Human control within 50m 1.6 Number of casualties.1 1.20b Crossing(physical).....No crossing facility within 5 1.23 Surface...... Dry

Contributory Factors Participant Confidence Did a police officer Poor turn or manoeuvre (Driver/Rider - Error) Vehicle 001 Very likely attend? Loss of control (Driver/Rider - Error) Vehicle 001 Very likely Yes

Accident Description Learner Driver has turned left out of Olive Crescent onto B1149. Driver has started to contact kerb and instructor has said to move away. Driver has panicked and lost control, mounting pavement and hitting telegraph pole. 2 Vehicles 2.4 Veh ref no...... 1 2.17 Other vehicle...... 0 2.16 First impact...... Nearside 2.5 Vehicle class...... Bus or Coach 2.12 Hit object in c'way..None 2.10 Junction location...Cleared junction or parked at junc 2.14 Hit object off c'way.Telegraph/electricity pole 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....East South 2.21 Driver gender...... Female 2.7 Manoeuvres...... Turning left 2.22 Driver age...... 45 2.11 Skidding...... No 2.13 Left c'way...... Left c'way near-side 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Negative 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Other

2.4 Veh ref no...... 2 2.17 Other vehicle...... 0 2.16 First impact...... Back 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Cleared junction or parked at junc 2.14 Hit object off c'way.None 2.9 Restricted location.Footway 2.18 Parts damaged...... / / 2.8 Movement from/to....Parked Parked 2.21 Driver gender...... Not known 2.7 Manoeuvres...... Parked 2.22 Driver age...... -1 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Not applicable 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Unknown

1 Casualty

3.5 Cas ref no...... 1 3.15 Car passenger...... No 3.6 Casualty class...... Passenger 3.16 PSV passenger...... No 3.7 Gender...... Male 3.14 Seat belt usage...... Not applicable 3.8 Age...... 23 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 1 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No

Full Details Report 11-February-2019 2 Accident Date BETWEEN '01-Dec-2015' AND '30-Nov-2018'

1.3 Accident Reference:251815 Slight HOLT ROAD B1149 AT JN WITH GORDON GODFREY WAY Accident 2 of 7

1.7 Date & 1.9 Time...... Wednesday 06/12/2017 18:00 1.15 Speed limit...... 30 Mph 1.11 Grid co-ordinates...... 619102/316485 1.14 Road type...... Single c'way 1.10 Local Authority...... Broadland 1.16 Junction detail...... T or Staggered junction 1.12/1.13 1st road identity..B1149 1.17 Junction control.....Give way sign or uncontrolled 1.18/1.19 2nd road identity..U 1.24 Special conditions...None 1.22 Weather...... Unknown 1.25 Carriageway hazards..None 1.21 Light conditions...... Dark/lights lit 1.5 Number of vehicles...2 1.20a Crossing(human)...... No Human control within 50m 1.6 Number of casualties.1 1.20b Crossing(physical).....No crossing facility within 5 1.23 Surface...... Dry

Contributory Factors Participant Confidence Did a police officer Failed to judge other person's path/speed (Driver/Rider - Error) Vehicle 001 Very likely attend? Failed to look properly (Driver/Rider - Error) Vehicle 001 Possible Yes

Accident Description V001 WAITING AT JUNCTION AND HAS SEEN WHAT THEY BELIEVED TO BE A SPACE BEHIND AN ONCOMING VEHICLE IN WHICH TO TURN ONTO THE ROAD. APPEARS V002 TRAVELLING CLOSE BEHIND THE ONCOMING VEHICLE AND ITS PRESENCE OBSCURED. AS THE VEHICLE IN FRONT OF V002 HAS PASSED, V001 HAS PULLED OUT INTO THE PATH OF V002 AT SLOW SPEED. APPEARS TO BE A COMBINATION OF V002 BEING TOO CLOSE BEHIND VEHICLE IN FRONT AND MOMENTARY LACK OF CONCENTRATION 2 Vehicles 2.4 Veh ref no...... 1 2.17 Other vehicle...... 0 2.16 First impact...... Front 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Mid junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....North east South west 2.21 Driver gender...... Female 2.7 Manoeuvres...... Turning right 2.22 Driver age...... 35 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Negative 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Unknown

2.4 Veh ref no...... 2 2.17 Other vehicle...... 0 2.16 First impact...... Front 2.5 Vehicle class...... M/Cycle Unknown cc 2.12 Hit object in c'way..None 2.10 Junction location...Mid junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....South west North east 2.21 Driver gender...... Female 2.7 Manoeuvres...... Going ahead other 2.22 Driver age...... 27 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Negative 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Unknown

1 Casualty

3.5 Cas ref no...... 1 3.15 Car passenger...... No 3.6 Casualty class...... Driver or Rider 3.16 PSV passenger...... No 3.7 Gender...... Female 3.14 Seat belt usage...... Not applicable 3.8 Age...... 27 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 2 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No

Full Details Report 11-February-2019 3 Accident Date BETWEEN '01-Dec-2015' AND '30-Nov-2018'

1.3 Accident Reference:281622 Serious HOLT ROAD B1149 Accident 3 of 7

1.7 Date & 1.9 Time...... Tuesday 13/03/2018 16:15 1.15 Speed limit...... 30 Mph 1.11 Grid co-ordinates...... 618732/317122 1.14 Road type...... Single c'way 1.10 Local Authority...... Broadland 1.16 Junction detail...... Not at or within 20m of junction 1.12/1.13 1st road identity..B1149 1.17 Junction control..... 1.18/1.19 2nd road identity.. 1.24 Special conditions...None 1.22 Weather...... Fine 1.25 Carriageway hazards..None 1.21 Light conditions...... Daylight 1.5 Number of vehicles...1 1.20a Crossing(human)...... No Human control within 50m 1.6 Number of casualties.1 1.20b Crossing(physical).....No crossing facility within 5 1.23 Surface...... Dry

Contributory Factors Participant Confidence Did a police officer Failed to look properly (Pedestrian) Casualty 001 Very likely attend? Yes

Accident Description V1 OVERTAKING PARKED VEHICLE. C1 HAS CROSSED THE ROAD WITHOUT LOOKING AND V1 HAD COLLIDED WITH C1 CAUSING INJURY.

1 Vehicle 2.4 Veh ref no...... 1 2.17 Other vehicle...... 0 2.16 First impact...... Offside 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Not at junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....North west South east 2.21 Driver gender...... Male 2.7 Manoeuvres...... O/T stat.vehicle on its O/S 2.22 Driver age...... 31 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Negative 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Commuting to/from work

1 Casualty

3.5 Cas ref no...... 1 3.15 Car passenger...... No 3.6 Casualty class...... Pedestrian 3.16 PSV passenger...... No 3.7 Gender...... Male 3.14 Seat belt usage...... 3.8 Age...... 13 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Serious 3.10 Pedestrian location..In c'way crossing elsewhere 3.4 Vehicle no...... 1 3.11 Pedestrian movement..Crossing from drivers offside 3.12 Ped Direction...... Unknown 3.19 Roadworker injured...No

Full Details Report 11-February-2019 4 Accident Date BETWEEN '01-Dec-2015' AND '30-Nov-2018'

1.3 Accident Reference:291550 Slight HAVERINGLAND ROAD Accident 4 of 7

1.7 Date & 1.9 Time...... Saturday 28/04/2018 16:10 1.15 Speed limit...... 60 Mph 1.11 Grid co-ordinates...... 618757/317109 1.14 Road type...... Single c'way 1.10 Local Authority...... Broadland 1.16 Junction detail...... Not at or within 20m of junction 1.12/1.13 1st road identity..U 1.17 Junction control..... 1.18/1.19 2nd road identity.. 1.24 Special conditions...None 1.22 Weather...... Fine 1.25 Carriageway hazards..None 1.21 Light conditions...... Daylight 1.5 Number of vehicles...2 1.20a Crossing(human)...... No Human control within 50m 1.6 Number of casualties.1 1.20b Crossing(physical).....No crossing facility within 5 1.23 Surface...... Dry

Contributory Factors Participant Confidence Did a police officer Failed to look properly (Driver/Rider - Error) Vehicle 001 Very likely attend? Poor turn or manoeuvre (Driver/Rider - Error) Vehicle 001 Very likely No - reported over the counter

Accident Description BOTH VEHICLES WERE PARKED IN A CAR PARK -V2 HAS GONE TO LEAVE THE CAR PARK, VEHICLE WAS FACING THE ROAD - V1 HAS THEN REVERSED IN THE CAR PARK AND HAS NOT SEEN WHERE V2 WAS AND COLLIDED WITH IT 2 Vehicles 2.4 Veh ref no...... 1 2.17 Other vehicle...... 0 2.16 First impact...... Back 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Not at junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....North South 2.21 Driver gender...... Male 2.7 Manoeuvres...... Reversing 2.22 Driver age...... 29 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Not contacted 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Unknown

2.4 Veh ref no...... 2 2.17 Other vehicle...... 0 2.16 First impact...... Back 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Not at junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....East West 2.21 Driver gender...... Female 2.7 Manoeuvres...... Starting 2.22 Driver age...... 26 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Not contacted 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Other

1 Casualty

3.5 Cas ref no...... 1 3.15 Car passenger...... No 3.6 Casualty class...... Driver or Rider 3.16 PSV passenger...... No 3.7 Gender...... Female 3.14 Seat belt usage...... 3.8 Age...... 26 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 2 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No

Full Details Report 11-February-2019 5 Accident Date BETWEEN '01-Dec-2015' AND '30-Nov-2018'

1.3 Accident Reference:309403 Slight HOLT ROAD B1149 AT JN WITH GORDON GODFREY WAY Accident 5 of 7

1.7 Date & 1.9 Time...... Saturday 23/06/2018 22:34 1.15 Speed limit...... 30 Mph 1.11 Grid co-ordinates...... 619102/316489 1.14 Road type...... Single c'way 1.10 Local Authority...... Broadland 1.16 Junction detail...... T or Staggered junction 1.12/1.13 1st road identity..B1149 1.17 Junction control.....Give way sign or uncontrolled 1.18/1.19 2nd road identity..U 1.24 Special conditions...None 1.22 Weather...... Fine 1.25 Carriageway hazards..None 1.21 Light conditions...... Dark/lights not lit 1.5 Number of vehicles...2 1.20a Crossing(human)...... No Human control within 50m 1.6 Number of casualties.5 1.20b Crossing(physical).....No crossing facility within 5 1.23 Surface...... Dry

Contributory Factors Participant Confidence Did a police officer Distraction in vehicle (Driver/Rider - Impairment) Vehicle 001 Very likely attend? Careless/Reckless (Driver/Rider - Behaviour) Vehicle 001 Very likely Yes

Accident Description DRIVER OF VEHICLE 1 HAS GOT DISTRACTED WHILST TRYING TO REACH THROUGH THE BACK TO A PASSENGER IN ORDER TO PASS THEM A PHONE CHARGER. DUE TO THIS THE DRIVER OF VEHICLE 1 ENDED UP IN THE MIDDLE OF THE ROAD AND COLLIDED WITH THE FRONT OFFSIDE OF VEHICLE 2. 2 Vehicles 2.4 Veh ref no...... 1 2.17 Other vehicle...... 0 2.16 First impact...... Offside 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Mid junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....North west South east 2.21 Driver gender...... Male 2.7 Manoeuvres...... Going ahead other 2.22 Driver age...... 19 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Negative 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Other

2.4 Veh ref no...... 2 2.17 Other vehicle...... 0 2.16 First impact...... Offside 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Approaching or parked on approach 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....North west South east 2.21 Driver gender...... Male 2.7 Manoeuvres...... Going ahead other 2.22 Driver age...... 41 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Negative 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Other

Full Details Report 11-February-2019 6 Accident Date BETWEEN '01-Dec-2015' AND '30-Nov-2018'

5 Casualties

3.5 Cas ref no...... 1 3.15 Car passenger...... No 3.6 Casualty class...... Driver or Rider 3.16 PSV passenger...... No 3.7 Gender...... Male 3.14 Seat belt usage...... Unknown 3.8 Age...... 19 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 1 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No 3.5 Cas ref no...... 2 3.15 Car passenger...... No 3.6 Casualty class...... Driver or Rider 3.16 PSV passenger...... No 3.7 Gender...... Male 3.14 Seat belt usage...... 3.8 Age...... 41 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 2 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No 3.5 Cas ref no...... 3 3.15 Car passenger...... Front 3.6 Casualty class...... Passenger 3.16 PSV passenger...... No 3.7 Gender...... Male 3.14 Seat belt usage...... 3.8 Age...... 25 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 2 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No 3.5 Cas ref no...... 4 3.15 Car passenger...... Front 3.6 Casualty class...... Passenger 3.16 PSV passenger...... No 3.7 Gender...... Female 3.14 Seat belt usage...... 3.8 Age...... 27 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 2 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No 3.5 Cas ref no...... 5 3.15 Car passenger...... Front 3.6 Casualty class...... Passenger 3.16 PSV passenger...... No 3.7 Gender...... Female 3.14 Seat belt usage...... 3.8 Age...... 29 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 2 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No

Full Details Report 11-February-2019 7 Accident Date BETWEEN '01-Dec-2015' AND '30-Nov-2018'

1.3 Accident Reference:313694 Slight HOLT ROAD B1149 Accident 6 of 7

1.7 Date & 1.9 Time...... Monday 02/07/2018 15:12 1.15 Speed limit...... 30 Mph 1.11 Grid co-ordinates...... 619110/316526 1.14 Road type...... Single c'way 1.10 Local Authority...... Broadland 1.16 Junction detail...... Not at or within 20m of junction 1.12/1.13 1st road identity..B1149 1.17 Junction control..... 1.18/1.19 2nd road identity.. 1.24 Special conditions...None 1.22 Weather...... Fine 1.25 Carriageway hazards..None 1.21 Light conditions...... Daylight 1.5 Number of vehicles...3 1.20a Crossing(human)...... No Human control within 50m 1.6 Number of casualties.2 1.20b Crossing(physical).....Zebra crossing 1.23 Surface...... Dry

Contributory Factors Participant Confidence Did a police officer Failed to look properly (Driver/Rider - Error) Vehicle 001 Very likely attend? Yes

Accident Description D001 FAILED TO STOP WHEN V002 IN FRONT HAS SLOWED TO A STOP FOR A ZEBRA CROSSING. COLLISION RESULTED WHEREBY V001 HAS COLLIDED WITH REAR V002. 3 Vehicles 2.4 Veh ref no...... 1 2.17 Other vehicle...... 0 2.16 First impact...... Front 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Not at junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....South North 2.21 Driver gender...... Female 2.7 Manoeuvres...... Going ahead other 2.22 Driver age...... 33 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Negative 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Taking pupil to/from school

2.4 Veh ref no...... 2 2.17 Other vehicle...... 0 2.16 First impact...... Back 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Not at junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....South North 2.21 Driver gender...... Male 2.7 Manoeuvres...... Stopping 2.22 Driver age...... 46 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Negative 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Commuting to/from work

2.4 Veh ref no...... 3 2.17 Other vehicle...... 0 2.16 First impact...... Back 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Not at junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....South North 2.21 Driver gender...... Male 2.7 Manoeuvres...... Waiting to go ahead but held up 2.22 Driver age...... 62 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Negative 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Taking pupil to/from school

2 Casualties

3.5 Cas ref no...... 1 3.15 Car passenger...... No 3.6 Casualty class...... Driver or Rider 3.16 PSV passenger...... No 3.7 Gender...... Female 3.14 Seat belt usage...... 3.8 Age...... 33 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 1 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No 3.5 Cas ref no...... 2 3.15 Car passenger...... No 3.6 Casualty class...... Driver or Rider 3.16 PSV passenger...... No 3.7 Gender...... Male 3.14 Seat belt usage...... 3.8 Age...... 46 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 2 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No

Full Details Report 11-February-2019 8 Accident Date BETWEEN '01-Dec-2015' AND '30-Nov-2018'

1.3 Accident Reference:348217 Slight HOLT ROAD NEAR JN WITH BROOKS ROAD Accident 7 of 7

1.7 Date & 1.9 Time...... Friday 09/11/2018 16:49 1.15 Speed limit...... 30 Mph 1.11 Grid co-ordinates...... 619176/316353 1.14 Road type...... Single c'way 1.10 Local Authority...... Broadland 1.16 Junction detail...... Not at or within 20m of junction 1.12/1.13 1st road identity..U 1.17 Junction control..... 1.18/1.19 2nd road identity.. 1.24 Special conditions...None 1.22 Weather...... Fine 1.25 Carriageway hazards..None 1.21 Light conditions...... Daylight 1.5 Number of vehicles...2 1.20a Crossing(human)...... No Human control within 50m 1.6 Number of casualties.1 1.20b Crossing(physical).....Zebra crossing 1.23 Surface...... Dry

Contributory Factors Participant Confidence Did a police officer Failed to look properly (Driver/Rider - Error) Vehicle 001 Possible attend? Failed to judge other person's path/speed (Driver/Rider - Error) Vehicle 001 Possible Yes

Accident Description V1 AND V2 WERE TRAVELLING ALONG THE CARRIAGEWAY IN THE SAME DIRECTION. V2 STOPPED AT A ZEBRA CROSSING BUT V1 FAILED TO STOP IN TIME AND COLLIDED WITH V2. 2 Vehicles 2.4 Veh ref no...... 1 2.17 Other vehicle...... 0 2.16 First impact...... Front 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Not at junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....North west South east 2.21 Driver gender...... Male 2.7 Manoeuvres...... Going ahead other 2.22 Driver age...... 80 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Not provided 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Other

2.4 Veh ref no...... 2 2.17 Other vehicle...... 0 2.16 First impact...... Back 2.5 Vehicle class...... Car 2.12 Hit object in c'way..None 2.10 Junction location...Not at junction 2.14 Hit object off c'way.None 2.9 Restricted location.On main carriageway 2.18 Parts damaged...... / / 2.8 Movement from/to....North west South east 2.21 Driver gender...... Female 2.7 Manoeuvres...... Stopping 2.22 Driver age...... 36 2.11 Skidding...... No 2.13 Left c'way...... Did not leave c'way 2.24 Hit and Run...... No 2.6 Towing...... No 2.23 Breath test...... Negative 2.28 Foreign vehicle.....Not foreign 2.29 Journey purpose...... Other

1 Casualty

3.5 Cas ref no...... 1 3.15 Car passenger...... No 3.6 Casualty class...... Driver or Rider 3.16 PSV passenger...... No 3.7 Gender...... Male 3.14 Seat belt usage...... Unknown 3.8 Age...... 80 3.13 School pupil...... Other (3.19 School ...... ) 3.9 Severity...... Slight 3.10 Pedestrian location..Not a pedestrian 3.4 Vehicle no...... 1 3.11 Pedestrian movement..Not a pedestrian 3.12 Ped Direction...... Not a pedestrian 3.19 Roadworker injured...No

Full Details Report 11-February-2019 9

APPENDIX G

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

S:\Technical\##Sites\Current\H7136 - Kingfisher Meadow, Horsford Phase 2\14_BDW\2 Planning\Architects\2. 2 Replan (May 2019)\A. Layouts\1. CAD\20190604 -Site Layout 020 10 0

525 15 5 356a

BCP

BCP

BCP

H588 36.6m 1 H469

2

BCP BCP P382 P341 3 4 H469 6 H436

BCP 5 H588

55 BCP

H421

Plots 6 & 7 (Holden) - first floor toilet & landing & toilet floor first - (Holden) 7 & 6 Plots details.

glazed. See House Type Pack for further for Pack Type House See glazed. windows in side (W) elevation to be obscure be to elevation (W) side in windows 56 H588 BCP 60

BCP H433 H433 59 H469 58

BCP 57

BCP GREEN LANE 95 H588 BCP H577

BCP BCP BCP BCP 96 H436 H469 8 7

BCP

BCP BCP BCP 36.3m H577 102

H436 North Farm

101 BCP

BCP

H469 BCP H588

9

BCP

En-Suite window to be obscure glazed. See glazed. obscure be to window En-Suite House Type Pack for further details. further for Pack Type House

Plot 103 (Manning) - first floor Bedroom 1 Bedroom floor first - (Manning) 103 Plot

window in side (E) elevation to be removed and removed be to elevation (E) side in window BCP H433 104 H469 97 H436 98 H469 100 61 H433 99 P382 P382 62 63 H433 64

BCP Firbank H469 10

BCP H577 H469 103 H433 105

94

BCP BCP BCP H469 65

BCP BCP BCP BCP P382 H469 11

P204

BCP BCP 93

106 BCP BCP

SH48

BCP BCP P382 SH48 29

92

BCP

BCP

BCP

BCP BCP

BCP BCP BCP 30 BCP

BCP

BCP BCP BCP Oakdene P204 12 P382

32

67

BCP BCP H469 SF58/59 66 P382

91

BCP BCP

BCP BCP P204 P382 107 68 31 13 P204 69 P204 P382 90 108 P382 P382 70 P204

14

BCP BCP

BCP 89 71 P204

H341

BCP

BCP P382 BCP

BCP 88 P382 P382 109

87 BCP 15 P382

BCP P204 P382 76

86

BCP P382 BCP 16 110

H433 Le Feure P204 26 77 28

BCP

BCP

SF58/59 BCP

BCP SH28

BCP 17 P382 P380 85 27

BCP

BCP 75 74

SH28 P380 BCP 72 73 BCP SH28 P204 P204 P204 78 P380 P204 33 BCP

SH35 BCP

BCP 18

BCP 25 SF58/59 23 BCP 22 SS

BCP BCP

24 BCP

P380 BCP SH28 34

79 BCP AWPS SH28 19

P382 BCP

BCP P382 83 82 21 SF58/59 20 80 P204

35 BCP SH39

BCP 84 H588 P382 81 BCP

BCP SH39

36 BCP 111

BCP BCP BCP

BCP BCP BCP

BCP 112 BCP

H486

BCP

BCP BCP

BCP

BCP 113 BCP BCP

H421 BCP 114 SH39

37

BCP

BCP

BCP V

BCP V

BCP

H403

BCP

BCP BCP 115 H469 SF58/59 SH39 39

38 W SH28 SF58/59 43 SH28 41

42

H429 45 W 116

40 W 44 SF58/59 BCP

W 117

47

SH28 BCP BCP

H403

P204 W

BCP BCP

P204 W 46 48 BCP 49 P204 P204 H421

P382 W BCP

118 P382 50 W

H336 BCP 51

52 BCP 53

W H469 W 119

W W

BCP

54 W

W W

W H421

W W

W 120

BCP BCP

BCP BCP 121 W

122

BCP H429 P382 H403

P382 W

W H469 H403 H403 H421

BCP W BCP P382 262 263 261 P382 260

W 264 W 265

P382 W

W BCP P382

W BCP 266 BCP

BCP

267 W 276 P204 P204 277

273 BCP

272 H456

123 BCP 271 268 P204 P204 H486 P382 278 P382 275 BCP H469

BCP BCP BCP 269 279

P204 W 312 W

W

W

W

P204 W BCP P341 274

W BCP BCP W 280 H457

BCP BCP

W W

BCP

W 270 BCP W P341 W W H457 H469 125 BCP

BCP

BCP BCP

BCP

BCP

BCP BCP

Garage H469 124 281 BCP

P382

126

P382 W BCP W

BCP BCP P382 BCP W

127 P382 W W W W BCP 159 161 128 158 H456 160 129

W

W 130

P341 256 BCP W H469 H486 131 P382 P382 H469 243 H456 W 282

P204 W

157 W P382 P382 P382 255

H469 BCP BCP

W P204 W 257

258 W 259 156 H421 132 283

P204 BCP electricity cable and easement.

4 245 244 BCP P382 W W 252 253 251 BCP 254 P204 155 BCP 250 BCP 248 249 247 284 P204 P382 SH39 SH39 BCP BCP BCP SH35

SH28 BCP

W BCP SH28 BCP SH28 SH28 SH28

P204 BCP

306

BCP BCP 154

H469 133 285

SH28 BCP BCP H456 BCP BCP 246

SH39 BCP W

BCP

H429 BCP 286 153 BCP W

BCP

W W

W H421 BCP

134 BCP

V BCP BCP

BCP LEAP SH28

287 H429 400m² 400m² 152

BCP BCP SH28

BCP

BCP

BCP BCP BCP BCP

288

BCP BCP

BCP W

151 P382

BCP W W H469 H486

237 BCP

135

BCP W

289 W P382

150

BCP SH28 BCP W P204 P204 W

H456 BCP

SH39 236 BCP SH28 W SH39 POS SH28 290 241 242

149 H469 238 240 239 SH28

235

BCP H429 136 W DWB2-1 WC 230 229 228 224 P382 227

291

15A

P204

P204 P204 P204 W W W

SF58-59 BCP BCP 233 BCP 234 H403 P382

1 148 225

DWB2-1 WC

w H429 137 BCP SF58-59

BCP w 11 292 232 BCP 231

13 BCP

BCP BCP

W W

W P382 W 147 226

P341 W 171 H486

W

W W W BCP W 162

H456 BCP 138

146 P382 BCP

BCP

H403 BCP

BCP

BCP

BCP BCP

BCP

BCP

DWB3-4 WC BCP BCP 293 145

W W

BCP BCP 298

OLIVE BCP P204 170

H469

H469 BCP

CRESCENT P341 163 144

139

P204 H421 205 2 P382 W

BCP

SH35 BCP 294

219 W

W W BCP

BCP BCP

143 BCP 169

BCP H403

P382 BCP

W

P382 BCP 17

206 295 W 218 BCP

P382 BCP

SH28

P204

P204 P204

BCP P204 140 P382 168 141 W

H469 SH28 P382 W 223

222 217 BCP W P331 164 221

220 207 BCP P204

296 BCP

W

P331

BCP

166 BCP H456

14 142

216

167 BCP P204 215 214 211

W 213 212 210

297 H469

208 BCP P341 H456 H469 P382 P382 P382

P382

P204

P204 H486 165 W

BCP W

W W W BCP

W BCP

H403

W 17a

W BCP W

298 W

W

W W

BCP W 209 P341 BCP BCP W W BCP

BCP 299 W BCP

BCP

P382 W

BCP

BCP

V

BCP

BCP BCP

BCP BCP

BCP 13 P382

BCP P331 300

BCP

BCP BCP

BCP

BCP V

BCP V

BCP BCP BCP

BCP P331 BCP W BCP

W 179 W

W P341 180

H469 H429

301 W

W

197 W H349

W 172

H486

W

W

W

BCP W

W

W W

W W

W

W 178

W

BCP W H349

177

W W H469

181 W

176

H349 W

P204

P204

H349

H349 BCP

W H429

196 23

P382

W W W

W

BCP H469 173 175

H403 H456 BCP 302 W

198 P382 183 199 201 202 200 P382

203 H469 195 204 190 184

191

174

P382

BCP

BCP H456 W 189

182

H421

H421

H421 H469 W Rev 187 Date Drawing Title Dwg Ref Development

194 H421

P382

H421 BCP

Horsford Phase 2 Kingfisher Meadow, W 186

Master Plan Site Layout 10.06.19 BCP 73-AS-0 - H7136-2A-SP-001

W W W Description

303 W

H469 W BCP W BCP P382 BCP W W

193

BCP BCP

W W W

188

185 BCP P341

W

BCP

P341 Chelmsford, Essex, CM2 5EY W

5 7 Springfield Lyons Approach 19 W H456 W 304 192 Scale 24 P341 BCP BCP BCP W Eastern Counties

T: 01245 232200 25 W 1:500 1 BCP BCP

W W W

BCP 33

Drawn BARRETT-LENNARD ROAD Drawn Rev BW Check

Date 6 18

APPENDIX H

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

APPENDIX I

Title: TRANSPORT ASSESSMENT Project: Kingfisher Meadow - Land East of Holt Road, Horsford Client: David Wilson Homes (Eastern) Project No.: 47172

Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Junctions 9 ARCADY 9 - Roundabout Module Version: 9.5.0.6896 © Copyright TRL Limited, 2018 For sales and distribution information, program advice and maintenance, contact TRL: +44 (0)1344 379777 [email protected] www.trlsoftware.co.uk The users of this computer program for the solution of an engineering problem are in no way relieved of their responsibility for the correctness of the solution

Filename: Green Lane Compact 3arm Rbt M-EC GenArr Rev L Phase 2 Replan.j9 Path: O:\47000 - Engineering\47100\47172 - Mill Lane, Horsford - Phase 2\Calculations\Transport\Models Report generation date: 03/05/2019 16:05:45

»Phase 2 Replan - 2019, AM »Phase 2 Replan - 2019, PM »Phase 2 Replan - 2024, AM »Phase 2 Replan - 2024, PM »Phase 2 Replan - 2024 with Development, AM »Phase 2 Replan - 2024 with Development, PM

Summary of junction performance

AM PM Q (PCU) RFC Q (PCU) RFC Phase 2 Replan - 2019

Arm 1 0.4 0.27 0.5 0.31 Arm 2 0.0 0.01 0.0 0.04 Arm 3 0.5 0.32 0.4 0.27 Phase 2 Replan - 2024

Arm 1 0.4 0.29 0.5 0.34 Arm 2 0.0 0.01 0.0 0.04 Arm 3 0.6 0.36 0.4 0.30 Phase 2 Replan - 2024 with Development

Arm 1 0.5 0.31 0.7 0.39 Arm 2 0.2 0.15 0.1 0.12 Arm 3 0.7 0.39 0.6 0.37

Values shown are the highest values encountered over all time segments. Delay is the maximum value of Av. delay per arriving vehicle.

1 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

File summary

File Description

Title Flag Cutters Way, Horsford Location Site number Date 03/05/2019 Version Status TA Identifier Client Jobnumber Enumerator RJPLC\duncanpalmer Description

Units Distance units Speed units Traffic units input Traffic units results Flow units Av. delay units Total delay units Rate of delay units m kph PCU PCU perHour s -Min perMin

Analysis Options Vehicle length Calculate Q Calculate detailed queueing Calculate residual RFC Av. Delay threshold Q threshold (m) Percentiles delay capacity Threshold (s) (PCU) 5.75 0.85 36.00 20.00

Demand Set Summary ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D1 2019 AM ONE HOUR 07:00 08:30 15 ü D2 2019 PM ONE HOUR 15:45 17:15 15 ü D3 2024 AM ONE HOUR 07:00 08:30 15 ü D4 2024 PM ONE HOUR 15:45 17:15 15 ü D5 2024 with Development AM ONE HOUR 07:00 08:30 15 ü D6 2024 with Development PM ONE HOUR 15:45 17:15 15 ü

Analysis Set Details ID Name Include in report Network flow scaling factor (%) Network capacity scaling factor (%) A1 Phase 2 Replan ü 100.000 100.000

2 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Phase 2 Replan - 2019, AM

Data Errors and Warnings No errors or warnings

Junction Network

Junctions Junction Name Junction type Use circulating lanes Arm order Junction Delay (s) Junction LOS 1 untitled Standard Roundabout 1, 2, 3 4.42 A

Junction Network Options Driving side Lighting Left Normal/unknown

Arms

Arms Arm Name Description 1 B1149 2 Flag Cutters Way 3 B1149

Roundabout Geometry Arm V (m) E (m) l' (m) R (m) D (m) PHI (deg) Exit only 1 3.11 4.83 11.5 10.0 30.0 31.6 2 3.00 4.64 11.1 10.0 30.0 18.3 3 3.13 5.44 6.9 20.0 30.0 30.3

Slope / Intercept / Capacity

Roundabout Slope and Intercept used in model Arm Final slope Final intercept (PCU/hr) 1 0.544 1224 2 0.560 1236 3 0.573 1285 The slope and intercept shown above include any corrections and adjustments.

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D1 2019 AM ONE HOUR 07:00 08:30 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

3 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Av. Demand (PCU/hr) Scaling Factor (%) 1 ONE HOUR ü 292 100.000 2 ONE HOUR ü 10 100.000 3 ONE HOUR ü 378 100.000

Origin-Destination Data Demand (PCU/hr) To 1 2 3 1 0 5 287 From 2 3 0 7 3 341 37 0

Vehicle Mix HV %s To 1 2 3 1 0 0 8 From 2 0 0 50 3 7 6 0

Results

Results Summary for whole modelled period Av. Demand Total Junction Arm Max RFC Max Delay (s) Max Q (PCU) Max LOS (PCU/hr) Arrivals (PCU) 1 0.27 4.42 0.4 A 268 402 2 0.01 4.48 0.0 A 9 14 3 0.32 4.42 0.5 A 347 520

Main Results for each time segment

07:00 - 07:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 220 55 28 1209 0.182 219 258 0.0 0.2 3.925 A 2 8 2 215 1115 0.007 7 31 0.0 0.0 4.237 A 3 285 71 2 1284 0.222 283 220 0.0 0.3 3.825 A

07:15 - 07:30 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 263 66 33 1206 0.218 262 309 0.2 0.3 4.119 A 2 9 2 258 1092 0.008 9 38 0.0 0.0 4.336 A 3 340 85 3 1283 0.265 339 264 0.3 0.4 4.058 A

4 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

07:30 - 07:45 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 321 80 41 1202 0.267 321 378 0.3 0.4 4.412 A 2 11 3 316 1059 0.010 11 46 0.0 0.0 4.479 A 3 416 104 3 1283 0.324 416 323 0.4 0.5 4.414 A

07:45 - 08:00 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 321 80 41 1202 0.267 321 379 0.4 0.4 4.416 A 2 11 3 316 1059 0.010 11 46 0.0 0.0 4.480 A 3 416 104 3 1283 0.324 416 324 0.5 0.5 4.419 A

08:00 - 08:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 263 66 33 1206 0.218 263 310 0.4 0.3 4.124 A 2 9 2 258 1091 0.008 9 38 0.0 0.0 4.340 A 3 340 85 3 1283 0.265 340 265 0.5 0.4 4.064 A

08:15 - 08:30 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 220 55 28 1209 0.182 220 259 0.3 0.2 3.935 A 2 8 2 216 1115 0.007 8 32 0.0 0.0 4.241 A 3 285 71 2 1284 0.222 285 222 0.4 0.3 3.836 A

5 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Phase 2 Replan - 2019, PM

Data Errors and Warnings No errors or warnings

Junction Network

Junctions Junction Name Junction type Use circulating lanes Arm order Junction Delay (s) Junction LOS 1 untitled Standard Roundabout 1, 2, 3 4.21 A

Junction Network Options Driving side Lighting Left Normal/unknown

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D2 2019 PM ONE HOUR 15:45 17:15 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Av. Demand (PCU/hr) Scaling Factor (%) 1 ONE HOUR ü 339 100.000 2 ONE HOUR ü 35 100.000 3 ONE HOUR ü 314 100.000

Origin-Destination Data Demand (PCU/hr) To 1 2 3 1 0 3 336 From 2 6 0 29 3 310 2 2

Vehicle Mix HV %s To 1 2 3 1 0 50 4 From 2 0 0 4 3 5 0 0

6 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Results

Results Summary for whole modelled period Av. Demand Total Junction Arm Max RFC Max Delay (s) Max Q (PCU) Max LOS (PCU/hr) Arrivals (PCU) 1 0.31 4.41 0.5 A 311 467 2 0.04 3.75 0.0 A 32 48 3 0.27 4.04 0.4 A 288 432

Main Results for each time segment

15:45 - 16:00 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 255 64 3 1223 0.209 254 237 0.0 0.3 3.861 A 2 26 7 253 1094 0.024 26 4 0.0 0.0 3.470 A 3 236 59 4 1282 0.184 235 275 0.0 0.2 3.608 A

16:00 - 16:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 305 76 4 1222 0.249 304 284 0.3 0.3 4.077 A 2 31 8 304 1066 0.030 31 4 0.0 0.0 3.582 A 3 282 71 5 1282 0.220 282 330 0.2 0.3 3.781 A

16:15 - 16:30 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 373 93 4 1222 0.305 373 348 0.3 0.5 4.407 A 2 39 10 372 1028 0.038 39 5 0.0 0.0 3.746 A 3 346 86 7 1281 0.270 345 404 0.3 0.4 4.037 A

16:30 - 16:45 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 373 93 4 1222 0.305 373 348 0.5 0.5 4.410 A 2 39 10 372 1028 0.038 39 6 0.0 0.0 3.747 A 3 346 86 7 1281 0.270 346 404 0.4 0.4 4.041 A

16:45 - 17:00 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 305 76 4 1222 0.249 305 284 0.5 0.3 4.084 A 2 31 8 304 1066 0.030 31 5 0.0 0.0 3.583 A 3 282 71 5 1282 0.220 283 330 0.4 0.3 3.787 A

7 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

17:00 - 17:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 255 64 3 1223 0.209 256 238 0.3 0.3 3.871 A 2 26 7 255 1093 0.024 26 4 0.0 0.0 3.473 A 3 236 59 5 1282 0.184 237 277 0.3 0.2 3.618 A

8 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Phase 2 Replan - 2024, AM

Data Errors and Warnings No errors or warnings

Junction Network

Junctions Junction Name Junction type Use circulating lanes Arm order Junction Delay (s) Junction LOS 1 untitled Standard Roundabout 1, 2, 3 4.61 A

Junction Network Options Driving side Lighting Left Normal/unknown

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D3 2024 AM ONE HOUR 07:00 08:30 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Av. Demand (PCU/hr) Scaling Factor (%) 1 ONE HOUR ü 320 100.000 2 ONE HOUR ü 10 100.000 3 ONE HOUR ü 414 100.000

Origin-Destination Data Demand (PCU/hr) To 1 2 3 1 0 5 315 From 2 3 0 7 3 374 40 0

Vehicle Mix HV %s To 1 2 3 1 0 0 8 From 2 0 0 50 3 7 6 0

9 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Results

Results Summary for whole modelled period Av. Demand Total Junction Arm Max RFC Max Delay (s) Max Q (PCU) Max LOS (PCU/hr) Arrivals (PCU) 1 0.29 4.59 0.4 A 294 440 2 0.01 4.55 0.0 A 9 14 3 0.36 4.63 0.6 A 380 570

Main Results for each time segment

07:00 - 07:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 241 60 30 1208 0.199 240 283 0.0 0.3 4.014 A 2 8 2 236 1104 0.007 7 34 0.0 0.0 4.283 A 3 312 78 2 1284 0.243 310 241 0.0 0.3 3.931 A

07:15 - 07:30 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 288 72 36 1205 0.239 287 339 0.3 0.3 4.239 A 2 9 2 283 1078 0.008 9 40 0.0 0.0 4.394 A 3 372 93 3 1283 0.290 372 289 0.3 0.4 4.201 A

07:30 - 07:45 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 352 88 44 1200 0.294 352 415 0.3 0.4 4.583 A 2 11 3 346 1042 0.011 11 49 0.0 0.0 4.554 A 3 456 114 3 1283 0.355 455 354 0.4 0.6 4.626 A

07:45 - 08:00 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 352 88 44 1200 0.294 352 415 0.4 0.4 4.587 A 2 11 3 347 1042 0.011 11 50 0.0 0.0 4.555 A 3 456 114 3 1283 0.355 456 355 0.6 0.6 4.631 A

08:00 - 08:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 288 72 36 1205 0.239 288 339 0.4 0.3 4.247 A 2 9 2 284 1077 0.008 9 41 0.0 0.0 4.395 A 3 372 93 3 1283 0.290 373 290 0.6 0.4 4.211 A

10 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

08:15 - 08:30 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 241 60 30 1208 0.199 241 284 0.3 0.3 4.026 A 2 8 2 237 1103 0.007 8 34 0.0 0.0 4.287 A 3 312 78 2 1284 0.243 312 243 0.4 0.3 3.945 A

11 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Phase 2 Replan - 2024, PM

Data Errors and Warnings No errors or warnings

Junction Network

Junctions Junction Name Junction type Use circulating lanes Arm order Junction Delay (s) Junction LOS 1 untitled Standard Roundabout 1, 2, 3 4.38 A

Junction Network Options Driving side Lighting Left Normal/unknown

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D4 2024 PM ONE HOUR 15:45 17:15 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Av. Demand (PCU/hr) Scaling Factor (%) 1 ONE HOUR ü 373 100.000 2 ONE HOUR ü 38 100.000 3 ONE HOUR ü 345 100.000

Origin-Destination Data Demand (PCU/hr) To 1 2 3 1 0 3 370 From 2 7 0 31 3 341 2 2

Vehicle Mix HV %s To 1 2 3 1 0 50 4 From 2 0 0 4 3 5 0 0

12 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Results

Results Summary for whole modelled period Av. Demand Total Junction Arm Max RFC Max Delay (s) Max Q (PCU) Max LOS (PCU/hr) Arrivals (PCU) 1 0.34 4.61 0.5 A 342 513 2 0.04 3.84 0.0 A 35 52 3 0.30 4.20 0.4 A 317 475

Main Results for each time segment

15:45 - 16:00 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 281 70 3 1223 0.230 280 261 0.0 0.3 3.963 A 2 29 7 279 1080 0.026 28 4 0.0 0.0 3.523 A 3 260 65 5 1282 0.203 259 302 0.0 0.3 3.692 A

16:00 - 16:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 335 84 4 1222 0.274 335 313 0.3 0.4 4.217 A 2 34 9 334 1049 0.033 34 4 0.0 0.0 3.650 A 3 310 78 6 1281 0.242 310 362 0.3 0.3 3.891 A

16:15 - 16:30 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 411 103 4 1222 0.336 410 383 0.4 0.5 4.607 A 2 42 10 409 1007 0.042 42 5 0.0 0.0 3.838 A 3 380 95 8 1281 0.297 379 443 0.3 0.4 4.194 A

16:30 - 16:45 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 411 103 4 1222 0.336 411 383 0.5 0.5 4.613 A 2 42 10 410 1007 0.042 42 6 0.0 0.0 3.840 A 3 380 95 8 1281 0.297 380 444 0.4 0.4 4.197 A

16:45 - 17:00 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 335 84 4 1222 0.274 336 313 0.5 0.4 4.223 A 2 34 9 335 1048 0.033 34 5 0.0 0.0 3.652 A 3 310 78 6 1281 0.242 311 363 0.4 0.3 3.896 A

13 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

17:00 - 17:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 281 70 3 1223 0.230 281 262 0.4 0.3 3.976 A 2 29 7 280 1079 0.027 29 4 0.0 0.0 3.529 A 3 260 65 5 1282 0.203 260 304 0.3 0.3 3.700 A

14 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Phase 2 Replan - 2024 with Development, AM

Data Errors and Warnings No errors or warnings

Junction Network

Junctions Junction Name Junction type Use circulating lanes Arm order Junction Delay (s) Junction LOS 1 untitled Standard Roundabout 1, 2, 3 4.98 A

Junction Network Options Driving side Lighting Left Normal/unknown

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D5 2024 with Development AM ONE HOUR 07:00 08:30 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Av. Demand (PCU/hr) Scaling Factor (%) 1 ONE HOUR ü 336 100.000 2 ONE HOUR ü 143 100.000 3 ONE HOUR ü 449 100.000

Origin-Destination Data Demand (PCU/hr) To 1 2 3 1 0 21 315 From 2 44 0 99 3 374 75 0

Vehicle Mix HV %s To 1 2 3 1 0 0 8 From 2 0 0 50 3 7 6 0

15 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Results

Results Summary for whole modelled period Av. Demand Total Junction Arm Max RFC Max Delay (s) Max Q (PCU) Max LOS (PCU/hr) Arrivals (PCU) 1 0.31 4.79 0.5 A 308 462 2 0.15 5.29 0.2 A 131 197 3 0.39 5.02 0.7 A 412 618

Main Results for each time segment

07:00 - 07:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 253 63 56 1194 0.212 252 313 0.0 0.3 4.109 A 2 108 27 236 1104 0.098 107 72 0.0 0.1 4.694 A 3 338 85 33 1266 0.267 336 310 0.0 0.4 4.114 A

07:15 - 07:30 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 302 76 67 1188 0.254 302 375 0.3 0.4 4.373 A 2 129 32 283 1078 0.119 128 86 0.1 0.2 4.931 A 3 404 101 40 1262 0.320 403 372 0.4 0.5 4.456 A

07:30 - 07:45 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 370 92 82 1179 0.314 369 460 0.4 0.5 4.781 A 2 157 39 346 1042 0.151 157 106 0.2 0.2 5.288 A 3 494 124 48 1257 0.393 494 455 0.5 0.7 5.010 A

07:45 - 08:00 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 370 92 83 1179 0.314 370 460 0.5 0.5 4.787 A 2 157 39 347 1042 0.151 157 106 0.2 0.2 5.292 A 3 494 124 48 1257 0.393 494 456 0.7 0.7 5.020 A

08:00 - 08:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 302 76 68 1188 0.254 303 376 0.5 0.4 4.380 A 2 129 32 284 1077 0.119 129 86 0.2 0.2 4.937 A 3 404 101 40 1262 0.320 404 373 0.7 0.5 4.468 A

16 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

08:15 - 08:30 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 253 63 57 1194 0.212 253 315 0.4 0.3 4.122 A 2 108 27 237 1103 0.098 108 72 0.2 0.1 4.702 A 3 338 85 33 1266 0.267 338 312 0.5 0.4 4.131 A

17 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Phase 2 Replan - 2024 with Development, PM

Data Errors and Warnings No errors or warnings

Junction Network

Junctions Junction Name Junction type Use circulating lanes Arm order Junction Delay (s) Junction LOS 1 untitled Standard Roundabout 1, 2, 3 4.94 A

Junction Network Options Driving side Lighting Left Normal/unknown

Traffic Demand

Demand Set Details ID Scenario name Time Period name Traffic profile type Start time (HH:mm) Finish time (HH:mm) Time segment length (min) Run automatically D6 2024 with Development PM ONE HOUR 15:45 17:15 15 ü

Vehicle mix varies over turn Vehicle mix varies over entry Vehicle mix source PCU Factor for a HV (PCU) ü ü HV Percentages 2.00

Demand overview (Traffic) Arm Linked arm Profile type Use O-D data Av. Demand (PCU/hr) Scaling Factor (%) 1 ONE HOUR ü 411 100.000 2 ONE HOUR ü 111 100.000 3 ONE HOUR ü 431 100.000

Origin-Destination Data Demand (PCU/hr) To 1 2 3 1 0 41 370 From 2 29 0 82 3 341 88 2

Vehicle Mix HV %s To 1 2 3 1 0 50 4 From 2 0 0 4 3 5 0 0

18 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

Results

Results Summary for whole modelled period Av. Demand Total Junction Arm Max RFC Max Delay (s) Max Q (PCU) Max LOS (PCU/hr) Arrivals (PCU) 1 0.39 5.36 0.7 A 377 566 2 0.12 4.18 0.1 A 102 153 3 0.37 4.73 0.6 A 395 593

Main Results for each time segment

15:45 - 16:00 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 309 77 67 1188 0.261 308 277 0.0 0.4 4.371 A 2 84 21 279 1080 0.077 83 97 0.0 0.1 3.707 A 3 324 81 22 1273 0.255 323 340 0.0 0.4 3.937 A

16:00 - 16:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 369 92 81 1180 0.313 369 332 0.4 0.5 4.746 A 2 100 25 334 1049 0.095 100 116 0.1 0.1 3.892 A 3 387 97 26 1270 0.305 387 408 0.4 0.5 4.238 A

16:15 - 16:30 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 453 113 99 1170 0.387 452 407 0.5 0.7 5.353 A 2 122 31 409 1007 0.121 122 142 0.1 0.1 4.176 A 3 475 119 32 1267 0.375 474 499 0.5 0.6 4.718 A

16:30 - 16:45 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 453 113 99 1170 0.387 453 407 0.7 0.7 5.364 A 2 122 31 410 1007 0.121 122 142 0.1 0.1 4.177 A 3 475 119 32 1267 0.375 475 500 0.6 0.6 4.725 A

16:45 - 17:00 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 369 92 81 1180 0.313 370 333 0.7 0.5 4.758 A 2 100 25 335 1048 0.095 100 116 0.1 0.1 3.897 A 3 387 97 26 1270 0.305 388 409 0.6 0.5 4.247 A

19 Generated on 03/05/2019 16:06:07 using Junctions 9 (9.5.0.6896)

17:00 - 17:15 Total Junction Throughput Start End Unsignalised Circulating Capacity Throughput Arm Demand Arrivals RFC (exit) queue queue Delay (s) level of flow (PCU/hr) (PCU/hr) (PCU/hr) (PCU/hr) (PCU) (PCU/hr) (PCU) (PCU) service 1 309 77 68 1187 0.261 310 279 0.5 0.4 4.392 A 2 84 21 280 1079 0.077 84 97 0.1 0.1 3.714 A 3 324 81 22 1272 0.255 325 342 0.5 0.4 3.953 A

20