2 East Pool, Tolvaddon Energy Park, , TR14 0HX, UK.

Tel: 01209 719037 Fax: 0870 838 1078

E-mail: [email protected] www.hydrockbywaysandhighways.com

Proposed Asda Store at Marsh Lane,

Transport Assessment

Prepared by

Tim Jopling

&

James McKechnie for

Asda Ltd

Hydrock Byways & Highways Ref: HBH10093

November 2010 Asda Transport Assessment HBH10093

DOCUMENT CONTROL SHEET Issued by: Hydrock Byways & Highways Limited 2 East Pool Tolvaddon Energy Park Camborne TR14 0HX

Tel: 01209 719037 Fax: 0870 838 1078 www.hydrockbywaysandhighways.com

Client: Asda Ltd

Project: Proposed Asda Store at Marsh Lane, Hayle

Title: Transport Assessment

Status: Second Issue

Date: November 2010

Document Production Record

Issue Number: 2 Name Signature

Prepared Tim Jopling

Checked James McKechnie

Approved Jon Pearson

Document Revision Record

Issue number Date Revision Details 1 7 Oct 2010 Original issue 2 30 Nov 2010 Second issue, addressing HA comments

Hydrock Byways & Highways Limited has prepared this report in accordance with the instructions of the above named Client for their sole and specific use. Any third parties who may use the information contained herein do so at their own risk.

i Asda Transport Assessment HBH10093

CONTENTS

1.0 Introduction and Scope of Assessment ...... 3 1.1 Introduction ...... 3 1.2 Scope of Assessment ...... 4 2.0 Transport Policy...... 5 2.1 Overview ...... 5 2.2 National Policy ...... 5 2.3 Regional Policy ...... 9 2.4 Local Policy...... 9 3.0 Development Proposal...... 12 3.1 Site Location ...... 12 3.2 Layout ...... 12 3.3 Access Arrangement...... 13 3.4 Parking Provision ...... 14 4.0 Existing Sustainable Transport Access ...... 15 4.1 Travel Plan...... 15 4.2 Pedestrian Accessibility ...... 15 4.3 Cycle Accessibility...... 16 4.4 Public Transport Accessibility ...... 17 4.5 Current Accessibility Summary...... 18 5.0 Surrounding Highway Network ...... 20 5.1 Background...... 20 5.2 Key Junctions...... 20 6.0 Accident Data Analysis...... 23 6.1 Identifying Relevant Data ...... 23 6.2 General Discussion...... 23 6.3 Analysis of KSI incidents...... 24 6.4 Further Analysis ...... 26 6.5 Unfamiliarity of layout...... 27 6.6 Summary...... 28 7.0 Existing Traffic Flows...... 29 7.1 Overview ...... 29 7.2 SRN Traffic Flows...... 29 7.3 Further Assumptions relating to Traffic Volumes...... 30 7.4 Traffic Distribution to / from the Proposed Hayle RFC Site in Carwin Rise ...... 30 7.5 Relocated Hayle RFC Traffic Impact Summary...... 32 8.0 Future Year Assessment...... 33 8.1 Introduction ...... 33 8.2 Background Traffic Growth ...... 33 8.3 Seasonality...... 34 8.4 Committed Development ...... 35 9.0 Trip Generation ...... 38 9.1 Criteria for Modal Assessment...... 38 9.2 Food Retail Development ...... 38 9.3 Transferred, Pass-By and Diverted Trips...... 39 9.4 Overall Trip Generation...... 43 9.5 Cumulative Impact ...... 44 9.6 Sensitivity Test ...... 45 10.0 Traffic Impact ...... 47 10.1 A30 Loggans Moor Roundabout ...... 47 10.2 ARCADY Assessment: Existing Layout ...... 47 10.3 LinSig3 model of ING Hayle Harbour partial signalisation scheme ...... 48 10.4 LinSig3 model of proposed “Throughabout” junction...... 50 10.5 Carwin Rise Double Mini Roundabouts ...... 52 11.0 Construction Traffic Management Plan...... 53 12.0 Summary and Conclusion...... 54

1 Asda Transport Assessment HBH10093

12.1 Summary...... 54 12.2 Conclusion ...... 55

APPENDICES

Appendix A - Site Location and Existing Site Conditions - DWG No.HBH10093/D03

Appendix B - Proposed Site Layout - Dwg No.HBH10093/D05

Appendix C - Proposed Access Improvement on Marsh Lane – DWG No.HBH10093/D06

Appendix D - Walking Isochrone Map

Appendix E - Bus Timetables

Appendix F - Train Timetables

Appendix G - Accident Data and Analysis Tables

Appendix H - Traffic Count Data

Appendix I - Hayle RFC Traffic Diagram

Appendix J - Hayle RFC HA Response Letter

Appendix K - Derived Traffic Diagrams

Appendix L - WCSP Shoppers Survey Data

Appendix M - TRICS data

Appendix N - Loggans Moor “Throughabout” Design - DWG No.HBH10093/D07

2 Asda Transport Assessment HBH10093

1.0 Introduction and Scope of Assessment

1.1 Introduction

1.1.1 This Transport Assessment has been prepared by Hydrock Byways & Highways Ltd to identify the transportation and highway issues associated with a proposed food retail development situated to the east of the A30 on the North East periphery of Hayle.

1.1.2 The proposed development site, known as Memorial Park, is the current home of Hayle Rugby Football Club, and occupies a Brownfield site of 3.1 hectares. Situated to the immediate north of the proposed development, is West Retail Park which is home to a number of high street brands namely M & S, Boots, Next and Costa Coffee. Along the site’s western boundary, the A30 (T) is aligned in a north-south direction providing a strategic highway link between Exeter and the far west of Cornwall.

1.1.3 A Site Location Plan is presented in Appendix A as DWG No.HBH10093/D03 to the rear of this document.

1.1.4 The proposal under consideration is to develop the current rugby club site into a food supermarket with a gross floor area of 5,057sqm (57,857sq.ft), and a sales area of approximately 2787sqm (30,000sq.ft). The southern plot is earmarked for 1,573sqm (16,932sq ft) of B2 small scale industrial use. For this size of development a Transport Assessment (TA) is required in compliance with Department for Transport (DfT) Guidance on Transport Assessment.

1.1.5 Given the site’s proximity to the A30 (T), there is a requirement to consider the impact on the Strategic Road Network (SRN). The Highways Agency (HA) is the body charged by the Secretary of State for Transport to manage the SRN and its development control policies are set out in DfT Circular 02/07 Planning and the Strategic Road Network. Following best practice, the developer has sought scoping pre-application advice from both (CC) as Local Highway Authority and the Highway’s Agency. The following documents were submitted by the developers consultants at that time (Jubb), as part of the pre- application process: - Transport Scoping Study (C9280 – Rep01_A , March 2009)

1.1.6 Discussions with the HA and CC were subsequently held to follow up the issues raised in response to the submission, and to seek agreement on the methodology and principles to be adopted in establishing the impact of the proposed scheme. Following further dialogue a draft Transport Assessment (C9280 – TAR01_B) was submitted for review prior to the application being lodged.

1.1.7 The first draft of this TA addressed the comments received from the HA and CC with regard to the Jubb documents submitted previously. A meeting was held with both authorities on 22nd October 2010 and this was followed by a letter from the HA setting out its comments in relation to the TA.

1.1.8 This second issue of the TA addresses all matters raised by the authorities to date.

3 Asda Transport Assessment HBH10093

1.2 Scope of Assessment

1.2.1 Following the discussions outlined above and in compliance with relevant guidance this report addresses:

• national, regional and local policies;

• The application site and development proposal;

• The site location and adjacent local highway network;

• The existing non-car infrastructure (Non-Motorised User Audit);

• Accident analysis;

• the assessment area and existing traffic;

• Predicted traffic growth;

• development traffic;

• the likely operational impact of the development traffic upon the surrounding highway network;

• the proposed measures to promote sustainable travel;

• a summary of the proposed Travel Plan and outline of the planned Construction Traffic Management Plan.

4 Asda Transport Assessment HBH10093

2.0 Transport Policy

2.1 Overview

2.1.1 The policy framework surrounding the proposed development forms an integral part of this Transport Assessment. Within the national, regional and local context, the following planning and transport policies have been reviewed:

• White Paper - The Future of Transport: A Network for 2030 (DfT, 2004)

• Delivering a Sustainable Transport System (DfT, 2008)

• Planning Policy Guidance 13: Transport (DfT, 2001)

• DfT Circular 02/07: Planning and the Strategic Road Network (SRN)

• Guidance on Transport Assessment (DfT, 2007)

• Cornwall Structure Plan 2004

• Cornwall Local Transport Plan 2006 - 2011

• Local Plan Revised 2007

2.1.2 Current transport policies at national, regional and local levels are built around the central themes of long-term sustainable development, sustained investment in transport and improved accessibility. Policy promotes economic growth through the provision of an efficient and reliable transport system, reduction in traffic congestion, improvements in highway safety, and enhancements in accessibility for all highway users, particularly by non-car modes.

2.1.3 The key objective of the transport strategy for Asda is to deliver a sustainable and safe transport regime that will facilitate the successful operation of the store and provide benefits to the wider community.

2.2 National Policy

White Paper: The Future of Transport: A Network for 2030

2.2.1 This White Paper was published by the Department for Transport (DfT) in June 2004. It is a long term strategy for a modern, efficient and sustainable transport system backed up by sustained high levels of investment up to a planning year of 2030.

2.2.2 The document unveils a strategic framework for the development of transport infrastructure and examines the factors that will shape travel and transport over the next thirty years and sets out how the Government will respond to the increasing demand for travel, maximising the benefits of transport while minimising the negative impact on people and the environment. The White Paper highlights the importance of a sustainable transport system in the nation’s economy and people’s day to day life and states that:

5 Asda Transport Assessment HBH10093

“We need a transport network that can meet the challenges of a growing economy and the increasing demand for travel, but can also achieve our environmental objectives. This means coherent transport networks with:

• the road network providing a more reliable and freer-flowing service for both personal travel and freight, with people able to make informed choices about how and when they travel;

• the rail network providing a fast, reliable and efficient service, particularly for interurban journeys and commuting into large urban areas;

• bus services that are reliable, flexible, convenient and tailored to local needs;

• making walking and cycling a real alternative for local trips; and

• ports and airports providing improved international and domestic links.”

Delivering a Sustainable Transport System: Consultation on Planning for 2014 and beyond (DfT, 2008)

2.2.3 This document sets out the implementation process for the goals and policies that were set out in Towards a Sustainable Transport System (DfT, 2007) which were developed from the Eddington Study. These goals are high level indicative targets from which local policies need to be developed:

• To support national economic competitiveness and growth, by delivering reliable and efficient transport networks;

• To reduce transport’s emissions of carbon dioxide and other greenhouse gases, with the desired outcome of tackling climate change;

• To contribute to better safety, security and health and longer life expectancy by reducing the risk of death, injury or illness arising from transport, and by promoting travel modes that are beneficial to health;

• To promote greater equality of opportunity for all citizens, with the desired out come of achieving a fairer society;

• To improve quality of life for transport users and non-transport users, and to promote a healthy natural environment

Policy Planning Guidance Note PPG13 Transport

2.2.4 A revised Planning Policy Guidance Note PPG 13 was published in March 2001. It details the Government policy and guidance on how to integrate planning and transport by promoting sustainable transport and reducing the need to travel, especially by car.

2.2.5 The Guidance states that development proposals must be located and designed in ways

6 Asda Transport Assessment HBH10093

which reduce both the need to travel and the reliance on the private car. It realises that all land uses generate travel demand, but the importance is to ensure developments comprising jobs, Retail, leisure and services offer a realistic choice of access by public transport, walking and cycling.

2.2.6 The document recommends that proposals should, where possible:

• Promote sustainable transport choices by offering a realistic choice of access by public transport, walking and cycling;

• Reflect parking policies alongside other planning and transport measures to reduce the reliance on the car for work and other journeys;

• Improve walking and cycling facilities creating a more attractive environment for pedestrians and cyclists;

• Improve the attractiveness of urban areas and allow for the efficient use of land.

2.2.7 The development proposal ensures the aims of PPG13 are fully integrated within the overall scheme.

DfT Circular 02/07: Planning and the Strategic Road Network (SRN)

2.2.8 Circular 02/07 was published in February 2007 to replace the guidance in Circular 04/2001, “Control of Development Affecting Trunk Roads and Agreements with Developers under Section 278 of The Highways Act 1980” to address issues arising from development affecting strategic roads in England.

2.2.9 The circular explains the role of the Highways Agency in all stages of the planning process with Government Offices, regional and local planning authorities, local highway / transport authorities, public transport providers and developers, to ensure national and regional aims and objectives can be aligned and met.

2.2.10 The Circular:

• sets out how the Highways Agency will take part in the development of Regional Spatial Strategies (RSS) and Local Development Frameworks (LDFs) from the earliest stages;

• encourages the Agency and Regional Planning Bodies (RPBs) and Local Planning Authorities (LPAs) to work together to ensure effective participation in the preparation of regional and local sustainable development policy; and

• describes how the Agency will deal with planning applications.

A key element of Circular 02/07 is:

“it is Government transport policy, wherever possible, to look for alternatives to building new roads, by reducing the impact of road users on each other and the environment, improving

7 Asda Transport Assessment HBH10093

road performance through better network management and making smarter journey choices easier.” Furthermore paragraphs 36-37 state:

“Where the provision of extra capacity is needed to provide for overall forecast demand throughout the Review Period … capacity improvements may be agreed, subject to environmental and deliverability considerations. These improvements will normally be provided, at the expense of the developer ... (and need to)… ensure that local conditions on the strategic road network will be no worse throughout the Review Period with the development than if it had not taken place.”

And: “regardless of the status of the road, developers will be required to ensure that their proposals comply in all respects with design standards and other requirements. Where there would be physical changes to the network, schemes must be submitted to road safety and non-motorised user audit procedures. The Secretary of State may direct that planning permission not be granted for any planning application which fails to meet these requirements or which, for any other reason, raises significant safety concerns.”

Guidance on Transport Assessment (GTA)

GTA provides a detailed explanation of the process of developing a Transport Assessment (TA) and Travel Plan (TP); it addresses, inter alia:

• When a TA is necessary;

What level of assessment is required; and,

• The best practice for compiling a TA.

2.2.11 The document emphasises that when preparing a TA the following considerations should be taken into account:

(i) - Encouraging sustainable access

• Reducing the need to travel, especially by car;

• Improving sustainable transport choices – making it easier and safer for people to access jobs, Retail, leisure facilities and services etc by public transport, walking and cycling;

• Other measures which may assist in influencing travel behaviour, i.e. achieving reductions in car usage by measures such as car sharing.

(ii) Managing the existing network

• Making the best possible use of existing transport infrastructure;

8 Asda Transport Assessment HBH10093

• Managing access to the highway network.

(iii) Mitigating residual impacts

• Through improvements to the local public transport network, and walking and cycling facilities;

• Through minor physical improvements to existing roads;

• Through provision of new or expanded roads.

2.2.12 The content and philosophy underpinning the Transport Assessment is to be discussed, adjusted and agreed with the Local Planning and Highway Authority to ensure a full understanding of development traffic implications on the local and strategic highway network.

2.3 Regional Policy

2.3.1 Regional Policy no longer has any weight within the planning process.

2.4 Local Policy

Cornwall Structure Plan 2004

2.4.1 The Structure Plan sets out policies to guide changes in development and over the next 10-15 years. These policies are used by local councils as a basis for making planning decisions and for drawing up more detailed plans.

2.4.2 The guidance set out in the plan that is relevant to the proposed site is explained below.

2.4.3 Development and transport should contribute to a more effective, more environmentally friendly and safer transport system. Transport priorities and provision will:

• support and be fully integrated with the land-use strategy;

• maintain and enhance the Strategic Public Transport Network (SPTN), and develop other alternatives to the private car to provide access to jobs, services and facilities;

• seek to reduce the adverse effects of transport upon health and the natural and built environment;

• support economic and social well-being by enabling the efficient and effective movement of people and goods within Cornwall and between Cornwall and the rest of the United Kingdom and Europe by rail, road, sea and air; and

• maintain and enhance highway infrastructure to improve environmental conditions and road safety.

9 Asda Transport Assessment HBH10093

Cornwall County Council Local Transport Plan 2006 - 2011

2.4.4 The former County Council’s Local Transport Plan for 2006-2011 (LTP2) was published and adopted in 2005, to replace the previous submission in 2000.

2.4.5 The Plan sets out the way forward in transport aspects for the wider public and government. As well as reflecting the changes in government priorities and policies, it takes into account the social, economic and environmental issues specific to Cornwall.

2.4.6 The headline objectives of the LTP2 are to:

• Improve access to key services and facilities in Cornwall;

• Improve local safety for all who travel in Cornwall;

• Reduce the growth of traffic congestion and transport related air pollution;

• Improve public transport in Cornwall;

• Manage, maintain and improve the efficiency and effectiveness of the transport network;

• Provide opportunities for travel choice;

• Influence travel behaviour by raising awareness of the impact of transport on the environment and the health benefits of walking and cycling; and

• Reduce the impact of transport on Cornwall's natural, historic and built environment.

2.4.7 New guidance has been published upon which consultation is ongoing to inform the production of the next Local Transport Plan – LTP3. This follows the principles established within Delivering a Sustainable Transport System referred to above.

Penwith Local Plan Revised 2007

2.4.8 The Penwith Local Plan was originally saved within the Local Development Framework for a period of 3 years from the date of commencement of the relevant section of the 2004 Act, i.e. until 27 September 2007. However, following formal application by the Council, the Secretary of State has issued a Direction, dated 19 September 2007, ensuring that certain policies, specified in an accompanying Schedule, are now saved and their use extended pending progress and adoption of new Development Plan Documents, at which time they will be superseded.

2.4.9 The plan sets out that the design and layout of the development should:

• Make provision for walking and cycling which is safe, convenient and attractive and include secure cycle parking facilities;

10 Asda Transport Assessment HBH10093

• Make provision for the needs of disabled people, persons with restricted mobility and those with young children in terms of movement to, from and within the site; and

• Seek to maximise public transport opportunities.

2.4.10 The plan also states that: Proposals for development will only be permitted where the safe movement of traffic can be accommodated without the need for alteration to the proposed access of roads leading to the site that would have significant adverse effect on the character and amenity of the surrounding area.

2.4.11 The guidelines will be taken into account in the design and layout of the store.

Penwith Local Development Framework

2.4.12 The Local Development and its core strategies are currently in the process of being developed and the above policies that have been included for the Penwith Local Plan have been saved as part of the LDF.

2.4.13 Since the revocation of regional planning policy / guidance the requirement for local government to generate LDF documents has not been removed, it has been refocused to reflect local need and aspiration.

11 Asda Transport Assessment HBH10093

3.0 Development Proposal

3.1 Site Location

3.1.1 The site is currently home to Hayle RFC and occupies an area of 3.1ha. The site is located on the northern periphery of Hayle, adjoining the A30 (T) Hayle Bypass.

3.1.2 The site comprises the main lit rugby field, with ancillary training areas to the south and a clubhouse / changing facilities lie on the eastern boundary. To the south across Nanpusker Road lie agricultural holdings; to the east is Hayle Industrial Park; and to the north the West Cornwall Retail Park. The proposed development will therefore be constructed on a brownfield site separated from the nearest significant settlement of Hayle by the carriageway of the A30 (T). The A30 (T) provides a link between and Exeter. Exeter is the nearest location where the Strategic Road Network (SRN) is carried by a full motorway.

3.1.3 The proposed development will be accessed off Marsh Lane. Marsh Lane was formally a typical rural route connecting the village of Angarrack with Hayle. In the last couple of decades the north eastern end of Marsh Lane has undergone significant changes. These changes are associated with the construction of a large roundabout junction, known as Loggans Moor, which provides for efficient movement between the SRN A30 (T) and local roads towards Hayle in the west and Connor Downs in the east.

3.1.4 Along with the changes associated with the SRN there has been local development growth in and around Hayle that over the past decade or so has significantly altered the nature of Hayle as an attractor. These changes are broadly considered as regenerative for the area, however, regeneration per se, may not have been a significant driver for any given development that has been delivered during the past 10 – 15 years.

3.1.5 Perhaps the most significant recent development in the Hayle area is the West Cornwall Shopping Park (WCSP). This retail development houses mid- to high-prestige brand names that may not have been attracted to high street locations in the centre of Hayle itself. The existence of the WCSP ensures that Hayle has a year round attraction for residents of west Cornwall as well as tourists during the tourist season. To the east of the WCSP there is a relatively recent Pub / Motel development and drive thru’ fast food restaurant, these facilities relate to the location of the SRN as much as they do the proximity of Hayle

3.2 Layout

3.2.1 Following the relocation of Hayle Rugby Club, the proposed development will see the construction of:

• A food superstore of 5057 sqm (57,857 sq feet) gross floor area, with a sales area of approximately 2787sqm (30,000sq.ft);

• A 6 pump Petrol Filling Station;

and

12 Asda Transport Assessment HBH10093

• Small Business Park (B1 / B2) with a total floor space of 1,573sqm (16,932sq ft).

3.1.4 A development layout plan is included within Appendix B as Dwg No.HBH10093/D05.

3.3 Access Arrangement

3.3.1 The main vehicular access into the development site is directly off the existing Marsh Lane 4-arm roundabout. It is proposed to widen the Marsh Lane carriageway as it approaches the site from the Loggans Moor roundabout, the existing Marsh Lane roundabout junction will be remodelled to provide additional capacity to facilitate the Asda traffic impacts. The principle of this arrangement has been agreed with the Local Highway Authority and will require the improvement works be carried out under Section 278 of the Highways Act 1980. A drawing showing the proposed improvement on Marsh Lane is shown in Appendix C as DWG No.HBH10093/D06.

3.3.2 In order to adequately serve the development, the existing access approach, within the site curtilage, will be improved to provide a road width of 6.5 metres with a 2 metre wide footpath on the northern side. A bus layby is proposed that is centrally located to provide sustainable access to both the proposed development and the existing retail and industrial uses. This does not preclude the proposed free bus service between Asda and Hayle town centre from entering the Asda site to embark / disembark shoppers in close proximity to the store entrance. This is an important consideration for less able bodied shoppers using the service.

3.3.3 Alongside other developments in the vicinity, the proposed store will require improvements to the A30 Loggans Moor roundabout junction. This junction will ensure that it remains capacity efficient beyond 2020, the last year for which modeling has been undertaken, in accordance with Circular 02/2007. There are three key alterations proposed:

1. Conversion to a “Throughabout” by the provision of a lane from the A30 (T) westbound entry arm that circumvents the roundabout gyratory system by forming a section of carriageway through the centre of the island that links to the Hayle entry arm of Carwin Rise (western arm).

2. The junction will be signalised to control vehicle flows using MOVA control, this will increase capacity, reduce the potential for conflicts as well as providing positive control to the highway authorities.

3. In concert with the signalisation at grade pedestrian / cycle crossing facilities will be constructed to aid vulnerable users to travel between Carwin Rise (eastern arm), Marsh Lane and Carwin Rise (western arm).

3.3.4 The proposed junction improvement has been modelled using LINSIG3 using traffic flows incorporating significant growth on all arms. The improved junction has been shown to be capacity efficient with committed development and background growth, The details of this modeling are presented later in this report.

13 Asda Transport Assessment HBH10093

3.3.5 It is accepted that the proposed development will have some impact at the gyratory junction. This has not been modelled for two reasons: the proposed development’s impact on the St Erth junction is not anticipated to be significant; and secondly, it is known that the St Erth gyratory will need an improvement to facilitate the delivery of the Cornwall Council “Park & Ride” scheme at St Erth. This being the case presenting analysis based on the existing highway layout is not useful. The proposed Asda store can be consented with a planning condition / S106 obligation imposed requiring contributions towards the necessary Cornwall Council improvement scheme, and relevant impact data will be presented at that time. This accords with the approach commonly taken by the HA regarding developments impacting upon the Strategic Road Network elsewhere in the region.

3.4 Parking Provision

3.4.1 Limiting the scale of parking provision is often an effective tool in managing demand generated by development, and subsequently is often favoured by planning authorities.

3.4.2 Parking levels for food retail are consistent between PPG13 and Cornwall Council’s maximum parking standard. These all establish a level of 1 space per 14 sqm of Gross Floor Area (GFA). This results in a provision of 344 standard parking bays, with a further 18 marked as Parent / Child bays and suitably located with direct access to a segregated walkway. Parental Parking spaces are wider to improve access for car seats, pushchairs and prams.

3.4.3 There will be a Disabled parking provision of 19 spaces and these will be marked and located to comply with the relevant legislation / guidance. Disabled parking spaces are provided at a rate equal to 5% of total parking numbers and are in addition to the identified maximum parking standard.

3.4.4 To encourage an uptake in cycling, sheltered and secured cycle storage will be installed at locations which are convenient for users and where constant surveillance is present. The cycle parking provision will comply with standards at 4% of total parking.

3.4.5 The B1 / B2 Business Park will have 52 standard parking bays and 9 appropriately located and marked disabled parking bays.

3.4.6 The proposed level of parking has been assessed and is consistent with the likely accumulation of vehicles associated with all elements of the development, during weekday, weekend and seasonal scenarios.

14 Asda Transport Assessment HBH10093

4.0 Existing Sustainable Transport Access

4.1 Travel Plan

4.1.1 A Travel Plan will be implemented at the proposed development, in line with prevailing policy and best practice.

4.1.2 DfT Guidance on Transport Assessment allows for the discounting of vehicle trips from the overall trip generation of the development, on the basis of Travel Plan targets. Whilst, in the interests of robustness, no such discounting has been applied in this instance, it is highly probable that the meaningful measures proposed in the Travel Plan will have a significant effect in terms of minimising the transport impact of the development.

4.1.3 The Travel Plan has been prepared as a separate document, to be reviewed alongside this Transport Assessment. Key Travel Plan measures include:

• Free bus service from the centre of Hayle

• Car Share parking bays and Guaranteed Lift Home scheme

• Provision of walking maps

• Cycling information

4.1.4 Travel Plan Targets for the opening year include:

• 15% Single Occupancy Vehicle (SOV) reduction in comparison with Census data for the adjacent Wards

• Car share target of 9% of equivalent SOV trips

• 6% increase in walking and cycling mode share

4.2 Pedestrian Accessibility

4.2.1 PPG13 (March 2001) states in paragraph 75:-

“Walking is the most important mode of travel at the local level and offers the greatest potential to replace car trips, particularly under 2 kilometres.”

4.2.2 A significant proportion of residential areas in Hayle are within 2km of the development site. Accessibility across the A30 (T) is provided via a footbridge link to the West Cornwall Shopping Park. On the western side of the A30 (T) carriageway the footbridge access is via a small residential cul-de-sac which is on the previous alignment of Marsh Lane and is therefore still known as such. This connects to Guildford Road providing access to Hayle in the north, via the double mini-roundabout junction of Carwin Rise and Penmare Terrace and Fraddam and in the south. Guildford Road also provides access to an established industrial estate and via a number of local roads aligned northeast to

15 Asda Transport Assessment HBH10093

southwest the majority of Hayle.

4.2.3 The pedestrian route on Guildford Road to the overbridge has recently been improved and provides a link to the Guildford Road industrial estate and north towards the Lidl supermarket. Low traffic volumes, appropriate traffic speeds and drop kerbs allow opportunities for crossing.

4.2.4 The A30 (T) overbridge provides a currently vital crossing of the SRN and affords the opportunity for colleagues and shoppers to access the store. Whilst the bridge is not compliant with the requirements of the Disability Discrimination Act (DDA), it has shallow sloped steps and is very well used by West Cornwall Shopping Park staff and the general public. It is considered that the existing facility is attractive to users, demonstrated by the number of pedestrians utilising the bridge on a daily basis. It is also probable that the bridge was a material consideration in the granting of planning permission for the West Cornwall Shopping Park.

4.2.5 A shared footway / cycleway from the bridge extends around the southern side of the A30 (T) Loggans Moor roundabout crossing the splitter island at the Marsh Lane arm of the roundabout. The footway / cycleway continues to the pedestrian entrance of the fast-food outlet on the eastern arm of Carwin Rise.

4.2.6 An audit of pedestrian routes from Hayle to the proposed site was undertaken. A Walking Isochrone map is presented in Appendix D showing the actual walking distances between locations within Hayle and the proposed store. The distances will be very similar whether users are on the existing overbridge route or utilising the proposed at grade route.

4.2.7 The key pedestrian access route radiates along Penmare Terrace towards Copperhouse. Penmare Terrace, or the B3301, provides the main vehicular route into Hayle, and has footpaths along both sides of the road. Formal and informal crossing points exist along its length and it enables pedestrians to walk safely through the north/west of the town.

4.2.8 It is proposed to construct a new length of footway / cycleway, integrated into an improved Loggans Moor junction, effectively linking the development site to the east end of Hayle where it will tie into the existing pedestrian facilities. A major advantage of this improvement over the existing A30 (T) overbridge, is it will be at grade and therefore more accessible for mobility impaired vulnerable users.

4.3 Cycle Accessibility

4.3.1 PPG13 (March 2001) states in paragraph 78:-

“Cycling also has potential to substitute for short car trips; particularly those under 5km, and to form part of a longer journey by public transport.” 4.3.2 The centre of Hayle, as well as outlying settlements such as Gwithian and Connor Downs, are located within a 5 kilometre cycle distance from the application site. It should be noted that there is currently no cycle provision within the immediate surrounding highway network, although as mentioned above it is proposed to construct a new length of footway / cycleway providing an effective link towards Hayle.

16 Asda Transport Assessment HBH10093

4.3.3 There is also a section of cycle route adjacent to the site, this is shown in Figure 2 below, also shown are routes in and around Hayle. Hayle itself has a linear form with many back streets that have limited width and constrained road geometry, this acts as de-facto traffic calming, enhancing pedestrian and cycling conditions compliant with the recommendation of the DfT “Manual for Streets”.

Figure 2 – Public Rights of Way and Cycle Routes – Hayle

4.4 Public Transport Accessibility

4.4.1 There are bus stops on the B3301 Carwin Rise (service X18), west of the Loggans Moor roundabout, outside the Lidl store and at the junction to B3301 Loggans Road. Further services can be boarded on Loggans Road (services 14/18) with seasonally added services also operating through Loggans Road.

4.4.2 These stops are within a walking distance of approximately 250 metres from the edge of the proposed development site which is within the target walking distance (up to about 800m or within 10 minutes) that Manual for Streets states can be comfortably accessed on foot.

4.4.3 Currently the closest bus stop to access the footbridge is on Guildford Road, approximately 350m from the site. The 515 service operates at this stop, providing a loop service within the town.

4.4.4 As part of the comprehensive development at Hayle Harbour, new town services will link proposed housing development with the employment opportunities at Hayle Industrial Estate and the adjoining WCSP. A local consortium has prepared a business plan for such a service, and Asda would support such an initiative. Further public transport enhancements are discussed later in this report, and include a dedicated Asda hopper service from Hayle town centre.

4.4.5 The routes that serve these bus stops are detailed in Table 4.1 below. This table provides

17 Asda Transport Assessment HBH10093

a summary of the existing bus services and the frequencies that serve the bus stops.

Table 4.1 – Bus Services at Carwin Rise

BUS MON-SAT EVENINGS SUN ROUTE SERVICES Approximate Bus Frequency 3 St Ives – via Hayle, journeys/day 14 & 14A Camborne, and Hourly 2 Hourly (St Ives to RCH Camborne) Hourly Penzance/Camborne – 10 minutes (Penzance – 2 Hourly Penzance – 18, 18A, Truro via Hayle, (hourly Camborne) Camborne, Hourly 18B & X18 Camborne, Redruth and Penzance – and Camborne – Truro RCH Truro) (Camborne – Truro) 3-4 journeys 2 journeys (until 30 Oct 501 – St. Ives M-F (until 30 - 09) Oct 09) Hayle Towans – Hayle - 502 Hourly Hourly - St Ives Gwithian - Penzance via 515 Hayle, St Erth and 3-4 journeys - - Source: www.cornwallpublictransport.info/bus_timetables.asp 4.4.6 Services 14, 14A, 18, 18A, 18B & X18 are provided by First while services 501, 502 and 515 are provided by Western Greyhound. More details of these bus stop locations, journeys and services are provided by the Cornwall Public Transport Information website and are attached to this Transport Assessment as Appendix E.

4.4.7 station is situated at the heart of the town, approximately 2.5km to the west of the site, which would be a 30 minute walk or a 10 minute cycle (using the DfT identified average walking speed of 80m per minute and the cycling speed of 240m per minute). Whilst it is unlikely to be a popular means of accessing the development, rail may be attractive to certain users – particularly staff – perhaps as part of a linked trip using other sustainable modes.

4.4.8 There are regular rail services between Penzance and Redruth (via Hayle) throughout the day and during the evening from Monday to Friday, and at weekends.

4.4.9 Regular main-line rail services operate between Penzance and London and the rest of the country by First Great Western and Cross-Country.

4.4.10 Details of these journeys and services are provided in the South West Trains timetables which are attached to this Transport Assessment as Appendix F.

4.5 Current Accessibility Summary

4.5.1 In summary, the proposed development site is accessible by a range of transport modes other than the private car. The development site is currently accessible by foot, and is within reach of bus stops on the B3301 Carwin Rise / Loggans Road and Guildford Road, providing frequent services throughout the week.

4.5.2 The town of Hayle is likely to benefit from further enhancements to the walking and cycling

18 Asda Transport Assessment HBH10093

infrastructure and also road based public transport provision. These anticipated improvements are associated with developments occurring within the built area of Hayle as well as the specific improvements proposed to accompany the Asda store.

19 Asda Transport Assessment HBH10093

5.0 Surrounding Highway Network

5.1 Background

5.1.1 Any consideration of the proposed development requires an assessment of both the local highway network and the Strategic Road Network. The proposed development site relates most obviously to Hayle; however its geographic range of attraction extends well beyond this. Residents of the Camborne Pool and Redruth (CPR) conurbation would find an Asda store at Hayle more attractive than their current nearest Asda, located at Penryn in south Cornwall. The residents of towns such as St Ives and Penzance, to the north and west of the site respectively would also find an Asda at Hayle attractive, but many of these trips would be linked with existing workday journeys. The attraction of the development is addressed later in the report with reference to the Retail Impact Assessment (RIA).

5.1.2 Residents of the CPR conurbation have a choice of two road routes to the site. The most direct route would be to utilise the A30 (T). There is an alternative route carried by the A3047 / C750 which extends between the CPR conurbation and Hayle via Connor Downs. This route used to carry the A30 and is therefore of relatively high quality compared to many roads in Cornwall. This route can be more convenient, particularly in the peak tourist season when the A30 (T) can become congested.

5.1.3 Residents coming from St Ives or its surrounding environs are limited to local road routes in and around St Ives, although once at St Erth a choice of a local road route or use of the SRN does present itself. Residents coming from the Penzance area are effectively restricted to the utilising the A30 between Penzance and St Erth. Coming from the west or north of Penzance, one is restricted to the local road network as the SRN terminates at Penzance.

5.1.4 Consideration of Marsh Lane, the road from which the site is directly accessed, requires that the road be viewed as having two quite distinct functions. Between the Loggans Moor Roundabout and Marsh Lane roundabout the road is clearly designed to accommodate relatively high traffic volumes. The current proposal will include further widening of this section which will naturally increase the capacity further still. Turning east at the Marsh Lane roundabout, towards Angarrack the carriageway gradually alters in character.

5.1.5 Initially, covering a stretch of about 90 metres from the Marsh Lane roundabout, the carriageway is similar to the north / south aligned carriageway, this 90 metre stretch serves the industrial estate to the east of the proposed development site. Following the industrial estate access Marsh Lane returns to its previous rural road layout, i.e. narrow, varying alignment and with no footway provision for most of its length.

5.2 Key Junctions

Marsh Lane and A30 (T) Loggans Moor Roundabouts

5.2.1 Marsh Lane roundabout has four arms and connects the site access to Marsh Lane, and the West Cornwall Shopping Park. To the east, the road meets with Grist Lane which serves to access the village of Angarrack, whilst the northern arm links to the Loggans

20 Asda Transport Assessment HBH10093

Moor roundabout.

5.2.2 Marsh Lane is recorded as the U6033 and as previously stated, in recent years has seen its northern section realigned and altered from a largely rural road to a distributor road serving the industrial estate to the east of the rugby club, the rugby club itself, and most recently, and in many respects relating to the present character of Marsh Lane most significantly, the West Cornwall Shopping Park.

5.2.3 At its northern end, Marsh Lane has a junction with the A30 (T) and Carwin Rise. The junction is formed as a large high capacity five arm roundabout (known as Loggans Moor roundabout). Carwin Rise forms the western and eastern arms of the roundabout, whilst the A30 (T) has arms aligned approximately north / south; Marsh Lane is located at the south eastern side of the junction.

5.2.4 Loggans Moor junction experiences queuing and delay during times of network peak demand. This has led to the design of an improvement scheme in relation to the consented ING Hayle Harbour redevelopment, as well as the requirement for modeling of development proposals in the vicinity of Loggans Moor and the identification of appropriate measures to mitigate their traffic impact.

5.2.5 Carwin Rise, is a classified, numbered county road (C750). Heading east, towards Camborne, Carwin Rise is a two-way, single carriageway road of a minimum width of 6.8m. The C750 is notable as the former A30 (T) route, its character reflects this and it is sometimes required to carry strategic traffic if the current A30 (T) is closed between the Treswithian Interchange in the east and the Loggans Moor roundabout junction.

5.2.6 The A30 (T) is an arterial traffic route generally running east / west through Cornwall and links the County to the UK motorway network at Junction 31 of the M5, south of Exeter in Devon.

5.2.7 There is a mini-roundabout approximately 80m from the Loggans Moor roundabout on Carwin Rise that serves Loggans Moor Inn, the Premier Inn (Motel) and the McDonald’s fast-food outlet. Within a short distance past the mini-roundabout there is the entrance to the Shell petrol filling station with the Travel Lodge hotel and redundant Little Chef restaurant to the rear.

5.2.8 The section of Carwin Rise from the Loggans Moor roundabout to the mini-roundabout is lit with a good standard of lighting set back from the carriageway edge and is subject to the national speed limit of 60mph. This section accommodates a shared footway / cycleway on the southern side of Carwin Rise outside the McDonald’s food outlet as far as the pedestrian / cycle access to those premises.

5.2.9 Further along Carwin Rise, beyond the mini roundabout, the road is still subject to the national speed limit. This length of public highway has no footways and is unlit beyond the petrol filling station, reflecting this road’s previous role as part of the SRN.

5.2.10 On the western side of the Loggans Moor roundabout junction, Carwin Rise takes on an urban character associated with the gateway to Hayle. Carwin Rise extends for a distance of approximately 190 metres from Loggans Moor, over this length Carwin Rise is subject to

21 Asda Transport Assessment HBH10093

a 30 mph speed limit. Ribbon development on both sides of the carriageway is evident beyond the junction of Carwin Rise with Penmare Terrace to the west.

5.2.11 The A30 (T) extends from the Loggans Moor roundabout westwards, skirting the built area of Hayle. The A30 (T) is a high capacity single carriageway with a section of two lane carriageway on the westbound uphill section from the Loggans Moor roundabout. There is a similar section of two lane carriageway on the eastbound side. These two lane sections are intended to ensure that slower vehicles, such as HGV’s and cars towing caravans, do not adversely affect the free flow of traffic.

5.2.12 At the western end of this section, the nature of the A30 (T) changes and the A 30 (T) is carried by the historic A30 route, which is single carriageway and runs through several villages, with changing speed limits to reflect the fact that pedestrians and local vehicle traffic travel along and across the A30. This section extends between St Erth and the Newtown roundabout to the north east of Longrock.

St Erth Gyratory

5.2.13 The interface of the high capacity carriageway and the historic A30 is formed by the St Erth gyratory junction. This junction has 4 arms, two of which are the high capacity A30 (T). The remaining two arms are formed by the B3074 St Ives road and the B3301 towards Hayle.

5.2.14 The B3074 is the main vehicular route to Carbis Bay and St Ives. The nature of this route is dictated by the level of ribbon development along much of its length and the topography through which it passes. The road is often narrow and has significant changes in alignment over relatively short distances.

5.2.15 The B3301 is on the alignment of the old A30 and runs through the centre of Hayle. The section of the B3301 in the immediate vicinity of the St Erth gyratory junction reflects it former usage as the A30. There is a section of dual carriageway that extends from the St Erth gyratory for a distance of approximately 400m, this section incorporates the historic junction with the B3074 St Ives road. This junction is still operational. The westbound dual carriageway incorporates a right turn facility constructed to Trunk Road standards at the time.

5.2.16 There is a perception that the St Erth gyratory is not operating within capacity during peak periods. This situation will be exacerbated by the proposed St Erth Park and Ride. To accommodate this and the anticipated background growth, Cornwall Council is in the process of designing an improvement that will provide the required additional capacity.

5.2.17 The size and layout of the St Erth gyratory is a function not just of the anticipated vehicle flows at the time of its design, but also the requirement to provide appropriate over-bridges for the St Erth to St Ives branchline. This remains relevant to the consideration of the viability of any alterations to the layout of the St Erth junction. Given that Cornwall Council is addressing the complex issues involved in providing a capacity improvement at the St Erth gyratory, it is considered unnecessary to test the impact of the proposed development at this junction in advance of a design solution coming forward from Cornwall Council.

22 Asda Transport Assessment HBH10093

6.0 Accident Data Analysis

6.1 Identifying Relevant Data

6.1.1 In order to assess the surrounding highway network operation in terms of safety the local highway authority was approached to provide 5 year accident data, including incidents resulting in damage only. The LHA provided the latest data available, in line with the requirements of DfT Guidance on Transport Assessment. Two factors should be noted: 1. The Accident Data includes the A30 (T), which is not controlled by the LHA but by the Highways Agency.

2. Due to the nature of the proposed development, a very large area has been examined, and this area includes the high capacity / high volume A30 (T). Due to this there are a significant number of incidents to examine. 6.1.2 Although the accident data is five year data, it is considered that the most relevant data is the latest 3 year period available, specifically the data between 01/01/2007 to 31/12/2009. When the data for the period 01/01/2005 to 31/12/2006 is excluded, the number of recorded incidents falls from a total of 126 to 77. This is proportional to the overall number of accidents within the 5 year period, meaning that the 3 year data is likely to identify all significant trends.

6.1.3 An in depth analysis of the injury incidents within this group of 77 follows below. All other incidents will be assessed for common causal factors. Should any be identified at clusters sites an examination of this / these site(s) will be presented.

6.2 General Discussion

6.2.1 Of the incidents occurring within the assessment period, 41 resulted in slight injuries being sustained and the total number of people receiving a slight injury was 51. The number of incidents resulting in serious injury being sustained is recorded as 5; the number of people sustaining a serious injury was also 5. There are two incidents recorded in which fatalities occurred, again the number of fatalities is two.

6.2.2 Of the incidents identified above it should be noted that a number of incidents resulted in more than one injury category being sustained. For instance, one of the fatality incidents also resulted in a serious and a slight injury occurring. This accounts for the fact that in total 43 injury incidents are recorded in the relevant 3 year period.

6.2.3 34 incidents were damage only. This proportion of damage only incidents is, judging from experience, relatively low. That is to say, a more usual pattern for any given accident data plot would be for a considerably greater proportion of damage only incidents. If one were to venture a possible explanation for this apparent anomaly, it is possibly a function of the relatively high speeds that can be maintained on the main roads, and in many cases carried through the two large roundabout junctions.

6.2.4 As relatively high speed is a defining characteristic of the SRN it is not surprising that occasionally incidents will occur that have a greater negative outcome than on roads where speed is more constrained either by the roads purpose, i.e. urban 30 mph routes, or

23 Asda Transport Assessment HBH10093

through alignment / carriageway width, i.e. derestricted rural road. It is also true that vehicle volumes are an important consideration.

6.2.5 Having acknowledged the apparently high ratio of injury incidents occurring in the analysis area, it is informative to consider some of the statistics involved within the chosen accident plot data.

6.2.6 The length of Trunk Road covered by the accident plot is approximately 5.5km. In 2009 the average daily number of vehicles recorded on this section of the A30 (t) was 23114, these figures equate to 127,127 vehicle km a day on the analysed section. Multiplying this figure by 365 gives a yearly vehicle km figure of 46,401,355, over 3 years that equates to 139,209,065 vehicle kilometres.

6.2.7 Comparing these figures to DfT Road Safety statistics would indicate that the recorded incidents, both Killed / Seriously Injured and Minor injuries are well within what might be expected at any location across the UK. DfT KSI rate per 1000k km 6 - Per 1390k km 8

HBH10093 Accident plot KSI 7 - Per 1000k km 5 rate per 1390k km

DfT Slight rate per 1000k km 39 - Per 1390k km 54

HBH10093 Accident plot 38 - Per 1000k km 27 Slight rate per 1390k km 6.2.8 Turning to specific injury incidents, many of the “slight” injuries result from typical roundabout junction incidents, specifically rear end shunts and failure to give way, i.e. emerging in to the circulatory traffic stream with insufficient gap.

6.3 Analysis of KSI incidents

6.3.1 A more in depth examination is warranted of those incidents that resulted in serious or fatal injuries being sustained. Of those in the serious category it would seem fair to say that loss of control, either due to excessive speed for the prevailing conditions, or simply through a lack of skill or judgement, was a major causal factor.

6.3.2 Of the two incidents resulting in fatalities, one is of the same type as the serious incidents, i.e. it is apparent that excessive speed for the prevailing conditions resulted in the death of a motorcyclist. The second fatal incident is less readily assigned a causal factor, the victim was a cyclist / pedestrian struck by a vehicle driven by a foreign visitor, details on the police STATS19 are insufficient to draw any particular conclusion. It is known that the foreign driver was charged with causing death by dangerous driving but it is not known if a conviction followed.

6.3.3 Examining the accident record for patterns such as monthly prevalence, seasonal increases in severity etc indicates that the summer months of June, July and August are clearly more active than the 3 months of the year either side of the summer peak season. December and January also display relatively high incident rates, being equal in number to the two most significant summer months but with a lesser severity associated with the

24 Asda Transport Assessment HBH10093

events. This data is presented in graphical form at Appendix G.

6.3.4 The assignment of severity is based on a simple weighting of each accident outcome. That is incidents resulting in a slight injury are given a value of “1” for each slight injury sustained, incidents resulting in serious injury are given a value of “2” for each serious injury sustained and incidents resulting in fatalities are given a value of “3” for each fatality recorded. The assignment of these values is not intended to reflect any level of emotional, social or capital cost; it is fully understood that the difference between a slight injury and a fatal accident could only be truly assessed on a scale of magnitudes, not a simple arithmetic progression.

6.3.5 On examination of the charts generated from the accident data and addressing the most serious incidents in the first instance, it is apparent that both recorded fatalities occurred in the month of July and during daylight hours.

6.3.6 As discussed previously one of these incidents resulted in the death of a motorcyclist. It is known that the motorcyclist had obtained speeds in excess of twice the national speed limit in places, immediately prior to the incident. At the time of the collision the motorcyclist was travelling at or slightly above the speed limit, had initiated an overtaking manoeuvre and was possibly accelerating rapidly, during this manoeuvre a vehicle pulled into the path of the motorcyclist. The motorcyclist was either “clipped” by this vehicle or swerved to avoid it; consequently the motorcyclist collided with an oncoming van. It is apparent that there was a failure of observation on the part of the driver who pulled out in to the path of the motorcyclist, however, ultimately the actions of the motorcyclist are considered to be the main causal factor determining the severity of this incident.

6.3.7 The actions of the motorcyclist were inappropriate for the public highway and it would seem that neither other road users or the highway layout were significant factors relative to the decisions taken by the motorcyclist.

6.3.8 The second fatal incident is very much less clear cut. As stated above the STATS 19 police reporting is not terribly clear. The fatally injured party was a vulnerable road user and the driver who struck him was charged with causing death by dangerous driving. Information gleaned from a Devon and Cornwall police force yearly review document indicates that the fatal injury involved 3 vehicles and a pedestrian who was trying to cross the A30 at St Erth. This section of the A30 is single carriageway and subject to a 40 mph limit. The incident occurred in close proximity to a local junction and this may have had some influence in this situation. With the available data it is not possible to identify a scenario that explains this incident.

6.3.9 A further double fatality is known to have occurred in February 2010. This incident is not yet recorded in the LHA accident plots and its precise location may not fall within the area of interest chosen for this analysis. Notwithstanding this, the Coroners verdict was one of “accidental death” on both victims. The Coroner stated that the cause of the accident was a total mystery. The police stated that none of the vehicles involved were defective and no drivers tested positive for substance abuse.

6.3.10 Of the incidents resulting in serious injury two involved motorcycles, and arguably both were inexperienced riders. One of these incidents is recorded as a loss of control resulting

25 Asda Transport Assessment HBH10093

in the affected vehicle crossing the centreline and colliding with an oncoming vehicle. The other occurred at night and involved a failure to give way. Two further incidents involving car drivers are recorded as loss of control, notably both were in wet conditions. A further serious injury was sustained in the incident in which the motorcyclist described in the fatal category died.

6.3.11 Given the evidence suggesting that the lengths of road within the accident plot examined operate in a manner that compares well in safety terms to what may reasonable be anticipated from national road accident statistics, it seems reasonable to suggest that the highway network surrounding the proposed development site does not suffer from any infrastructure or capacity weakness that would be considered in and of itself, dangerous. The seasonal peak is considered to be a function of traffic volumes and relatively high levels of driver uncertainty due to being unfamiliar with the highway network. The December / January peak is possibly related to adverse weather conditions.

6.3.12 The Cornwall Council accident plot, STATS 19 summary and the charts indicating the prevalence of incidents across the analysed network when compared to factors such as day of the week, time of day etc are presented in Appendix G to the rear of this document.

6.4 Further Analysis

6.4.1 The Highways Agency has asked for a further analysis of the accident data presented in the draft TA and for a conclusion relating to the proposed development and associated highway improvements to be drawn in relation to existing and future road safety. This appears to be at odds with the Agency’s approach to other development proposals in the Hayle area, whose minimal assessment of accidents and causality has not been raised as an issue by the Agency; however, the requested analysis is presented below.

6.4.2 The analysis above includes the most recently available accident data over a significant stretch of the SRN and local junctions in the vicinity of the proposed development. There is also an analysis of the accident rates along the corridor examined compared with average rates across the UK for similar lengths of road and traffic volumes.

6.4.3 The KSI category incidents are subject to more in depth appraisal and in these cases an attempt has been made to identify causal factors.

6.4.4 It has been suggested that the Loggans Moor roundabout is considered by the Agency to be an accident black spot. It is not known with certainty if this is the case, nevertheless, it would seem reasonable to assume that any junction that provides an interface between two arms of high speed SRN and several local routes, including high speed local routes, will experience a certain background level of road collision incidents.

6.4.5 The UK government is not pursuing a “vision zero” philosophy and it must therefore be the case that some level of accident rate is anticipated. This is not to say that attempts to reduce such incidents are unnecessary and should of course be a major factor in considering the acceptability of development or in any proposed highway improvements.

6.4.6 Given the above considerations, it is assumed that the Agency is seeking an appraisal of the proposed “throughabout” junction. It is very difficult to predict with certainty the positive

26 Asda Transport Assessment HBH10093

safety effects that will result from the “throughabout”. However, we feel that the proposed junction will address some of the patterns of causality identified above, and this view is supported by guidance as well as the engineering objectives of the proposed improvement.

Safety Appraisal of Throughabout Design

6.4.7 Design Manual for Roads and Bridges (DMRB) Volume 6, Section 2, Part 8 TA 86/03 – Chapter 3, describes signalised roundabouts and identifies the additional control of driver behaviour that stems from signalisation. Specifically:-

“Traffic signals control driver behaviour by dictating how a vehicle proceeds through the junction. The controlled platooning of traffic around and through a junction has the effect of limiting vehicle speeds, improving lane discipline and reducing the need for weaving.”

6.4.8 Paragraph 3.53 describes “throughabout” junctions:-

“..., these junctions separate conflicts into a series of simple nodes and the control strategy will aim to provide the most efficient signal co-ordination.”

6.4.9 The design of the proposed improvement was informed by the testing of several scenarios, including traditional roundabout improvements, i.e. lane widening, additional lanes etc, standard signalisation, with accompanying lane alterations and priority route throughabout solutions. The submitted proposal has proven to be the most efficient in capacity terms and will provide a meaningful highway gain, i.e. improved capacity and control, of SRN traffic.

6.4.10 Whilst any submitted design will undergo Road Safety Audit (RSA) preliminary assessment by our partner consultants, JCT, has considered the safety of the design as well as its operational efficiency in terms of capacity.

6.4.11 The process of RSA does not guarantee that a new / re-engineered junction will be safer than the previous / existing junction; however it is reasonable to suggest that the proposed alteration of Loggans Moor junction from an uncontrolled, high speed roundabout to a signalised throughabout design will all things being equal, result in a highway safety gain.

6.5 Unfamiliarity of layout

6.5.1 A major criticism of throughabout designs is that the relative rareness of these junction types may lead to driver confusion on approach. The introduction of signals will controll drivers’ approach and entry to the junction; the throughabout design also entails signing and lining alterations, these will further inform drivers on their approach and whilst negotiating the junction. There is reason to believe that the current roundabout does experience a level of accidents resulting from tourist indecision; it is therefore likely that additional formalised driver information will lead to a reduction in these “uncertainty” incidents.

27 Asda Transport Assessment HBH10093

6.6 Summary

6.6.1 Whilst it may be desirable to present a quantitative safety assessment of the proposed throughabout design when compared to the existing uncontrolled roundabout at Loggans Moor, there is insufficient data readily available to draw from. However, on the basis of current guidance and experience elsewhere, a cogent argument can be made for anticipating a measurable highway gain in terms of safety at Loggans Moor as a result of re-engineering the junction as a signal controlled throughabout.

6.6.2 The addition of signals will also provide the HA with a greater level of control, this control will be adjustable through time, on a seasonal basis if required. The signal installation will be MOVA controlled, in compliance with the HA’s prevailing policies.

6.6.3 The throughabout design will remove circulatory traffic from a large part of the junction, this will provide greater opportunities for vulnerable users to negotiate their way safely through the junction, and significantly at crossing points on the various arms of the junction.

6.6.4 In summary, we are confident that the proposal has a high potential to deliver not only additional capacity but an improved safety record.

28 Asda Transport Assessment HBH10093

7.0 Existing Traffic Flows

7.1 Overview

7.1.1 In order to fully understand the problems, constraints and opportunities relating to the surrounding highway network, assessment periods of Weekday AM and PM Peak, and Saturday Peak for both a neutral month and seasonally affected month were agreed with Cornwall Council and the Highways Agency.

7.1.2 The following traffic information was subsequently utilised in developing traffic flow models:

• Yearly ATC Data at Connor’s Down along A30 - Highways Agency’s Traffic Flow Database System (TRADS2);

• Local Traffic Surveys organised in March 2009 and August 2009 and presented in Appendix H.

7.2 SRN Traffic Flows

7.2.1 The proposed development site is situated close to Loggans Moor roundabout, and year round data from the Highways Agency TRADS database has been examined.

Junction / Link Traffic Surveys

7.2.2 In order to understand the prevailing travel pattern on the extent of highway network under consideration, weekday and Saturday turning count data for the following locations has been obtained:

Table 7.1 Junction Turning Counts

Location Date Survey Period

28/03/09 Sat 10:00 – 14:00 Marsh Lane Roundabout 31/03/09 Tue 08:00 – 12:00 & 15:00 – 18:00 28/03/09 Sat 31/03/09 Tue 10:00 - 14:00 A30 Loggans Moor Roundabout 12/08/09 Tue 08:00 – 18:00 13/08/09 Wed 28/03/09 Sat 31/03/09 Tue 10:00 – 14:00 B3301 Penmare Terrace Double Roundabout 12/08/09 Tue 08:00 -12:00 & 13/08/09 Wed 15:00 – 18:00 28/03/09 Sat 10:00 – 14:00 A30 (T) St Erth Gyratory 31/03/09 Tue 08:00 – 12:00 & 15:00 – 18:00

29 Asda Transport Assessment HBH10093

7.3 Further Assumptions relating to Traffic Volumes

7.3.1 There are numerous ways of identifying traffic flows that exist at any point on a network; equally there are a variety of ways of identifying the probable growth of those flows, either as a seasonal factor or as a result of background growth over a given number of years. Whatever decisions are made regarding data gathering and subsequent data manipulation, assumptions are required and caveats issued. In the current case the proposals position relative to local and strategic roads makes the identification of base traffic figures, potentially problematic.

7.3.2 The Highways Agency, the operators of the Strategic Road Network do not undertake counts of the specific junctions required for this assessment as a matter of course; the HA does collect passing data for locations on their network in reasonable proximity to the proposed development site. This data is informative but is limited in its usefulness due to giving no indication of movements through junctions. Whilst it is possible to compare flow figures on either side of a given junction, to identify a net loss or net gain in volume, there is no data as to turning proportions at the interceding junction.

7.3.3 In this instance, having examined the HA data, it has been decided that the information relating to flows is useful in as far as it gives some indication of hourly flow variation and seasonal flow increases, but ultimately reliance on junction turning counts for base data is more informative. It is accepted that a one day turning count is a “snap shot” and may not be representative of any other day through the year, however this is considered unlikely and the HA data provides a reasonable comparator to ensure that a specific count is within a normal range, at least as far as the SRN is concerned.

7.3.4 The situation is the same for Saturday flows, in order to identify a base flow for the proposed developments impact during the Saturday peak, a junction turning count has been utilised. The requirement to examine this peak stems from the relatively high impact anticipated by the proposed land use on Saturdays.

7.3.5 The classified turning counts, show that the peak flow on Saturday is very similar to the weekday local highway network PM peak. It should also be noted that the SRN AM peak is an hour later than the local highway peak. The proposed store Saturday peak, which coincides with the SRN Saturday absolute peak, is generally similar to the weekday 17:00 to 18:00 period on the SRN.

7.3.6 A Seasonal factor for traffic has been identified by reference to a Cornwall Council document, “Annual Report of Traffic and Collision Statistics 2008 - Table 13 Indices of Seasonal Variations in Cornwall (1997 – 2007)”. The seasonal figure is 1.3, this figure is county wide rather than specific to west Cornwall, but is considered likely to broadly reflect the situation experienced in Hayle and should therefore be acceptable for the current purpose. In terms of the A30, this seasonal uplift is overly robust – seasonality factors for the A30 (T) are addressed later in this report.

7.4 Traffic Distribution to / from the Proposed Hayle RFC Site in Carwin Rise

7.4.1 Information from Hayle Rugby club indicates that an average of 55 vehicles will be generated by a home match. It is assumed that the visiting team and any of their

30 Asda Transport Assessment HBH10093

supporters will arrive in a single coach and will utilise the westbound A30 (T) to access the site and the eastbound A30 (T) when leaving the site, passing through Loggans Moor in both directions. Thus, one related vehicle is accounted for.

7.4.2 According to Hayle RFC, 75% of players are resident in Hayle, it is assumed that these players will utilise the B3301 Carwin Rise, currently they will exit the Loggans Moor roundabout at Marsh Lane; to access the proposal site they will exit the roundabout and rejoin the B3301 Carwin Rise. The Hayle squad will consist of 15 players, 7 substitutes, coach and physiotherapist, a total of 24 persons. Therefore, it is assumed that 18 people will access the proposal site utilising the B3301 passing through Loggans Moor. It has also been assumed that these people, in the absence of any travel planning measures, will all travel individually. Thus, 18 vehicles are accounted for.

7.4.3 It is assumed that Hayle supporters will operate in a similar manner to the squad, i.e. 75% of them will enter and exit Loggans Moor on the B3301. As 19 of the average 55 vehicles are accounted for, it follows that 75% of the remaining 36 (55 – 19) vehicles, that is 27 vehicles, can be assigned to the B3301 route. This leaves 9 vehicles unaccounted for.

7.4.4 It is considered unlikely that any of these vehicles will travel westbound on the A30 (T), due to the lack of junctions between Camborne and Hayle. However, it is not possible to assign these vehicles even tentatively, as we have been given no information regarding player or supporter locations beyond the 75% from Hayle mentioned above. Consequently, three scenarios will be presented. In all three scenarios the major redistribution of vehicles through Loggans Moor remains unaltered, that is, 45 vehicles will follow the B3301 through the roundabout as opposed to entering on the western B3301 arm and exiting on the U6033 Marsh Lane, and vice versa when leaving the existing rugby club.

7.4.5 In the first scenario, it is assumed that the remaining 9 vehicles originate from the east of Hayle, specifically Connor Downs, this being the case these vehicles will currently impact upon the Loggans Moor junction, whereas to access the proposal site these vehicles will no longer impact the Loggans Moor junction, this may be considered a highway gain. It must be appreciated that 9 vehicles, or 18 two way trips equates to 0.5% of the average A30 (T) two way flows in the afternoon and early evening Saturday peaks, that is the hours ending at 14:00 and 17:00, as recorded by the Highways Agency between 01/09/05 and 07/09/09.

7.4.6 In the second scenario, it is assumed that the 9 vehicles will all originate on the A30 (T) eastbound entry to Loggans Moor and exit on the B3301 eastern arm. If this reflects the current situation, these vehicles will be exiting on the U6033 Marsh Lane.

7.4.7 In the third scenario, it is assumed that the unassigned 9 vehicles enter Loggans Moor in equal proportions from the westbound and eastbound A30 (T). On leaving the proposed site the vehicles will follow the reverse route.

7.4.8 In scenarios 2 and 3, the absolute vehicular impact on Loggans Moor is exactly as the current situation. A persuasive argument, can be made that the eastern arm of the B3301 is a less challenging access / egress at the Loggans Moor junction than the U6033 Marsh Lane route. The recent retail park development accessed off the U6033 Marsh Lane has

31 Asda Transport Assessment HBH10093

made this once relatively little used junction point a far more critical location.

7.4.9 The distribution of traffic has been shown on a series a diagrams under Appendix I - Traffic Flow Diagrams.

7.5 Relocated Hayle RFC Traffic Impact Summary

7.5.1 Notwithstanding any concerns regarding capacity or gap acceptance times associated with the redistribution of Rugby club trips at Loggans Moor, it is important to note that the impact of the rugby club occurs outside of the summer peak. The traffic volumes on the A30 (T) passing through Loggans Moor during the rugby season, September to April, are on average, only 74% of the August peak. This being the case it would seem reasonable to assume that Loggans Moor roundabout has sufficient design integrity to accommodate a minor redistribution of existing trips associated with the relocation of the Hayle Rugby Club grounds.

7.5.2 The Highways Agency letter confirming its acceptance of the traffic impact of the proposed redistribution of Hayle rugby clubs trips which was essentially the same argument presented in this chapter can be found in Appendix J of this Transport Assessment.

32 Asda Transport Assessment HBH10093

8.0 Future Year Assessment

8.1 Introduction

8.1.1 The anticipated completion year for the proposed development is 2012 / 13. A design year of 2020 (ten years after planning registration) is proposed, to accord with DfT Circular 02 / 2007 Planning and the Strategic Road Network.

8.2 Background Traffic Growth

8.2.1 To estimate the traffic growth, TEMPRO (Trip End Model Presentation Program) v.6.2 has been used. TEMPRO is designed by the Department for Transport for fast and efficient access to the national trip end model AF09 dataset projections of growth in travel demand.

8.2.2 Growth adjustments are applied to base year traffic flow to reflect the rising traffic demand resulting from greater wealth, increased working population, increased employment potential, and increased car ownership amongst other factors. The effect of the current recession has not been accounted for, therefore it is reasonable to suggest that the identified TEMPRO rates represent a worst case scenario.

8.2.3 Data from the Highways Agency’s traffic counters on the A30 between Hayle and Camborne would tend to support this view, showing a decrease in traffic volumes over recent years, as shown in Table 8.1 below.

Table 8.1 – TRADS-derived A30 Growth Rates

Mean

Neutral % of 2010 Summer % of 2010

2006 25406 100.3% 28610 104.6%

2007 26359 104.1% 29304 107.1%

2008 25541 100.8% 28271 103.4%

2009 25786 101.8% 28372 103.7%

2010 25331 100.0% 27354 100.0% 8.2.4 The TEMPRO growth rates which would growth background (2009) traffic to the Opening Year 2012 and Design Year 2020 are summarised in Table 8.2 below.

33 Asda Transport Assessment HBH10093

Table 8.2 – Growth Factors

Local Growth Rate

Period

AM PM SAT

2009 - 2012 1.0279 1.0274 Set at 0.82 of weekday AM Peak.

2012 - 2020 1.1208 1.1221 Set at 0.82 of weekday AM Peak.

8.2.5 These rates are based on a variety of assumptions relating to policy objectives, economic and social forecasting, including household demand and relocation. The current economic climate, in policy terms is likely to be a significant factor for at least 5 years. Whilst in planning terms 5 years is a relatively short period it is difficult to judge what the resulting future economic situation will be in terms of employment sectors and regional attraction.

8.2.6 The effect of this current uncertainty and its future outcomes is that it is entirely possible, as suggested above, that the identified growth rates are greater than will be achieved over the modeled period. The drive towards a more balanced economy with greater resilience may imply slower but steadier growth, as opposed to the rapid growth experienced during the last decade.

8.2.7 However, it is likely that areas in Cornwall, due to the level of inward investment encouraged through the European Union grant funding schemes, will see comparatively greater growth than other areas in the country that have not benefitted from the same level of funding. It is known for instance that a major regeneration scheme for Hayle Harbour has gained a planning consent, this in itself could possibly account for the TEMPRO growth figure suggested.

8.2.8 It is currently unclear as to what proportion of TEMPRO growth is accounted for by the Hayle Harbour scheme, therefore it is necessary to caveat the above insofar as the consented development at Hayle Harbour is assumed to be additional to the background growth identified by the TEMPRO programme.

8.2.9 In reality, this represents double-counting of trips – the consented development is at least partially covered by the TEMPRO growth factor but the difficulty in identifying that factor is such that the decision to add consented development to the base plus TEMPRO growth factor is the only robust way to proceed. It therefore is essential to remember that all traffic growth figures are very much worst case scenarios.

8.2.10 The growth rates presented in Table 8.2 above are derived from the latest available dataset and are some 3.5% lower for 2009-12 and 9% lower for 2012-20 than predicted in the earlier dataset used in the first iteration of this report.

8.3 Seasonality

8.3.1 TRADS data shown in Table 8.1 above indicates an average seasonal growth factor

34 Asda Transport Assessment HBH10093

between 2006-10 of 10.5%, with a maximum annual growth factor of 12.6% in 2006 and a minimum factor of 8.0% occurring in 2010.

8.3.2 As noted in paragraph 7.3.6 above, a seasonality factor of 30% has been applied on the basis of Cornwall Council data. Whilst this may be applicable in relation to the local highway network, this level of growth is overly robust in relation to the A30.

8.4 Committed Development

8.4.1 In line with DfT Guidance on Transport Assessment, specific committed development has been identified in addition to the wider growth. The estimated committed development traffic and its associated highway enhancement will be included as part of the projection for future year baseline conditions. In this instance, the planned Hayle Harbour Scheme which has an outline consent.

8.4.2 Despite this outline consent, the details of any full permission for the Hayle Harbour scheme remains subject to uncertainty in the current market conditions. The timing of any scheme is currently unclear, and as time progresses the true nature of the proposal is subject to change - most recently with aspirations for a food store on South Quay.

Weekday AM and PM Peak

8.4.3 To ensure the consistency of the impact assessment, the estimated external traffic generation of Hayle Harbour Development for both Weekday AM and PM Peak were obtained from the Buro Happold Technical Note – Vehicle Traffic Generation, dated 30th October 2008.

8.4.4 Based upon the vehicle trip rates agreed for each identified land-use, and internalisation assumptions for trips within Hayle, the following external traffic generation is anticipated from the Hayle Harbour development.

Table 8.3 – Residual Development Traffic on A30 (T).

8.4.5 The resultant net traffic increase will be added to the study network in addition to the background traffic growth following the manner below.

35 Asda Transport Assessment HBH10093

• The directional distribution was obtained from the Buro Happold documentation and applied as follows:

– 60% traveling northbound via Loggans Moor

– 32% heading south through St Erth Gyratory

– 8% follows B3302 towards Helston

• The assignment of vehicle movements at each individual junction will be in accordance with the prevailing turning movements interpreted from the 2009 March/August traffic survey.

Saturday Peak 11:00-12:00

8.4.6 As no Saturday Peak Analysis was required for the Hayle Harbour development, the following assumption has been applied to replicate a Saturday traffic demand for this identified committed development. The Saturday flows have been generated by reference to the National Travel Survey 2009. This indicates that the Saturday driving peak is 82% of the average weekday AM peak. Whilst this assumption is clearly very wide ranging, being a nationally relevant figure, it does have the advantage of simplicity and is considered to result in flows that are consistent with experience.

8.4.7 The methodology has the advantage that it can be applied to all car journeys regardless of purpose, therefore to apply the assumption only requires that one knows the average AM peak impact at the locations that one wishes to identify a Saturday peak for. Whilst the derived figure is applied to traffic flows on the surrounding network the supermarket arrivals and departures are based on TRICS figures specifically generated from Saturday datasets.

8.4.8 The chosen methodology results in a proportionally higher number of trips being associated with shopping on Saturdays than on week days, this is considered to be consistent with experience.

Seasonal Variation

8.4.9 For modeling purposes, it is assumed that Hayle Harbour development traffic will stay consistent across the year, so no variation is built into the neutral and August months. In fact, the level of traffic is likely to be lower in an August scenario to account for the reduced trip making associated with the employment and residential element of the development.

Development Phasing

8.4.10 For a regeneration scheme of such a scale, four construction phases were identified over a period of nine years. The anticipated opening year for the first phase of the Hayle Harbour Development is 2011 and a design year of 2018 was subsequently proposed. Given the scheme’s current progress, it now appears unlikely that these timescales will be achieved, meaning that the full quantum of Hayle Harbour traffic may not actually arise within the

36 Asda Transport Assessment HBH10093

assessment horizons relevant to the Asda proposal.

8.4.11 However to deliver a robust impact assessment, relevant testing scenarios assume the site is fully completed in terms of generated traffic.

8.4.12 The derived traffic flows are within Appendix K.

37 Asda Transport Assessment HBH10093

9.0 Trip Generation

9.1 Criteria for Modal Assessment

9.1.1 Pre-planning consultations with Cornwall Council, and subsequent discussions with the Highways Agency, indicated that a multi-modal assessment, which quantified the number of person trips by mode and period, would be preferable. Notwithstanding this request, this document as a Transport Assessment for a development of the type and location proposed, it is apparent that the major impact will be vehicular.

9.1.2 It is important that the development strives to be as sustainable as possible from the outset and to this end the proposal will deliver improved access for pedestrians and cyclists from Hayle to the development site. The colleagues employed at the site will be subject to the influence of robust Travel Plans, and measures such as parking restraint and free bus services from Hayle will enhance the effectiveness of the Travel Plan for colleagues and shoppers alike. The free bus service will provide a convenient and sustainable choice for residents of Hayle to access the site.

9.1.3 Nevertheless, in the interests of meeting the requirements of the Highway Authorities, we have undertaken an assessment using TRICS multi-modal data. Whilst the proposed improvements to access by sustainable modes, and the implementation of Travel Plans, will result in a more sustainable modal split than is forecast by TRICS, we have based our assessment on the TRICS data for robustness.

9.2 Food Retail Development

9.2.1 As agreed with Cornwall Council, the following traffic surveys were organised to gather supporting information:

• Automatic Traffic Count (ATC) Surveys at Atlantic Village Asda, Bideford;

• Shoppers Interview Survey at West Cornwall Shopping Park; and

• Multi-modal traffic survey at the Asda Store in Penryn.

9.2.2 Having analysed the data collected the relevance of the Atlantic Village Asda site and the Penryn Asda site is not considered high. The shoppers’ survey at the West Cornwall Shopping Park data is useful in as far as it confirms the methodology adopted in the preparation of this Transport Assessment. The raw data and resulting analysis is presented in Appendix L to the rear of this document.

9.2.3 Whilst the data collected at the Asda store in Penryn is informative, insofar as the site is now included in the TRICS database, the location and surrounding highway network are dissimilar to the situation at the proposed Marsh Lane, Hayle site. The fact that it is an established store in Cornwall is not considered sufficient similarity to justify basing the proposed stores trip rates on the Penryn site.

9.2.4 The Penryn store is “out of town” as opposed to edge of town, it is considerably greater in size, has no direct relationship to the Strategic Road Network, and its relationship to the

38 Asda Transport Assessment HBH10093

CPR conurbation is very much less direct than would be the case for a site in Hayle. Seasonal variation will be a factor in south Cornwall; however, the Penryn store’s location is such that tourists are unlikely to pass the store in anything like the same number as would occur at Hayle. Consequently, in line with the DfT’s Guidance on Transport Assessment, it is considered that the trip rates from the combined TRICS sites chosen will, in this case be more relevant.

9.3 Transferred, Pass-By and Diverted Trips

Overview

9.3.1 As a general rule, research would suggest that as little as 20% of the anticipated impact from a food retail store will be entirely new to the highway network surrounding the development site.

9.3.2 In this case, the client is a retailer that is locally under represented in the market place. There are other “household names” in the same sector whose presence across west Cornwall is far greater, and therefore the attractiveness of each of these stores is diluted by ease of access to a local representative. Asda have a major store in south Cornwall at Penryn and another store in central Cornwall at . Conversely, the leading competitor in their sector has three stores within the CPR conurbation alone, as well as stores in St Austell, Truro, Falmouth, Helston, Carbis Bay and Penzance. Clearly the attraction of any one of these stores is likely to be far more geographically constrained.

9.3.3 It is reasonable to assume that the availability of an Asda store with such good road links to the CPR conurbation, not just the SRN link but also the local highway network linkages that are considered to be very good compared to the links between CPR and Penryn / Falmouth, will attract a certain number of trips which currently either stay within CPR, which is well served by this type of development, or travel to Penryn. Similarly the potential for attracting Hayle residents who usually do their shopping in Penzance or Carbis Bay is considered relatively high. Again, this is due to the specific scarcity of brand availability but also perhaps due to the relatively poor road links between Penzance and Hayle and St Ives and Hayle. This is not to say that the A30 (T) between Penzance and Hayle is of a poor standard, either in terms of design or condition but rather that capacity constraints are more readily experienced on this route particularly during the peak tourist season. The distribution of trips to the store is addressed in greater detail below.

9.3.4 This may be considered a factor as research in the retail field suggests that store loyalty runs at between 72 – 75%, that is to say respondents in a telephone survey agreed that they regularly spend that amount of the total grocery spend at the same store. This in turn suggests that this accounts for their major shopping trip.

9.3.5 As previously suggested the A30 (T) between Hayle and Penzance, whilst not a major impediment to choice for shoppers it is a sufficient disincentive to justify the use of a store on the edge of Hayle for those shoppers who currently travel westwards for grocery shopping purposes. The availability of existing food retailers in Penzance and St Ives is likely to be a disincentive to residents of these areas to travel

39 Asda Transport Assessment HBH10093

9.3.6 Taking in to consideration the under representation of the Asda brand in Cornwall, the data relating to store loyalty, the lack of similar existing provision in or directly adjacent to Hayle, the results of the West Cornwall Shopping Park survey and the significant changes in the nature of the A30 (T), the proposed Asda store in Hayle is likely to:

• Concentrate Hayle grocery shopping trips that currently go to existing stores in the CPR conurbation and Penzance, removing unnecessary trips from the A30;

• Enhance Hayle as a retail and tourist centre with a year round attraction greater than it currently has;

• Reduce the use of the A30 (T) for grocery shopping trips between Hayle and Penzance, certainly during the peak tourist season and as store loyalty is generated, all year round.

Retail Impact Assessment (RIA)

9.3.7 An RIA for the Asda development has been prepared by RPS. It seeks to evaluate the proposed foodstore against national and local retail planning policies and to consider the retail justification and the implications of the proposed development on established trading patterns and the vitality and viability of designated town centres.

9.3.8 The RIA indicates that trade will transfer to the store from the following locations:

• Hayle – 23.1%

• St Ives – 11.1%

• Penzance – 34.0%

• Helston – 1.2%

• Camborne-Pool-Redruth (CPR) – 30.6%

9.3.9 These transferred trips will include journeys originating in the locations shown above and, importantly, the diversion of shopping trips from Hayle which would previously have involved travelling to towns further afield. The RIA indicates that Hayle currently loses 49% of such trips, and the Asda store will assist in retaining these locally.

9.3.10 Detailed analysis of the RIA indicates that 66.2% of current convenience shopping trips from Hayle to Penzance will be retained in Hayle due to the Asda store. The corresponding figure for CPR is 78.6%.

9.3.11 With reference to the trips transferred within Hayle, a proportion of these are accounted for by current visits to Marks & Spencer on West Cornwall Retail Park. £1.8m business per year will be transferred from the convenience food element of Marks & Spencer to Asda. Following the methodology outlined below, this equates to 254 vehicle trips per day that are already accessing Marsh Lane.

40 Asda Transport Assessment HBH10093

Transferred Trips

9.3.12 The RIA indicates the level of financial clawback from destinations in the West Cornwall area which will result from the new Asda store. We have investigated the average level of spend at the convenience stores which Asda will be competing with locally; in this way, it is possible to derive the equivalent number of trips by reference to the financial amount clawed-back from other locations.

9.3.13 Dividing the average daily turnover of the proposed Asda store by the total number of store visits predicted using a TRICS multi-modal analysis of arrivals by all modes gives an average spend per-visit of £12.58. Spending information for supermarkets is not readily available, due to its commercial sensitivity; however, research by The Grocer magazine indicates that per-visit convenience store spend tends to average between £5 - £10, depending upon store location and whether promotional items prompt the visit.

9.3.14 Based on the above, we have utilized the figure of £12.58 per visit as a robust estimate which will result in the discounting of fewer trips than would be the case for the lower figures proposed by The Grocer.

9.3.15 To further ensure robustness, we have discounted only 1-way trips from Hayle, rather than assuming that outward and return journeys could occur within each peak hour, or adding the returning trips from the previous hour.

9.3.16 Having identified the annual and daily trips clawed-back from outside of Hayle from background traffic on the network, we have used TRICS multimodal ‘vehicle’ trip data to derive the equivalent number of vehicle trips per peak hour.

9.3.17 The analysis set out below indicates how these trips have been discounted from the network when assessing the impact of the development.

Distribution of Transferred Trips

9.3.18 We have combined our local knowledge with reference to TA79/99 Traffic Capacity of Urban Roads, Part 5 of the COBA Manual Speeds on Links, and reference to routing software within Google Earth in order to establish the most likely distribution of trips from Hayle to St Ives, Penzance and CPR. The resulting distribution of trips onto the A30 is shown in Table 9.1 below:

Table 9.1 Distribution of current Hayle-based supermarket trips onto A30 A30 Loggans Moor To A30 St Erth rbt rbt 0% (85% via B3301 link to 15% St Ives A3074) Penzance 85% 15% CPR 5% 95% 9.3.19 When applied to the clawed-back trips, the following assignment results:

41 Asda Transport Assessment HBH10093

Table 9.2 Weekday AM peak Eastbound Westbound 2-way Carwin Rise W 84 0 84 A30 CPR 60 0 60 Marsh Lane 14 0 14 A30 Hayle Bypass 4 14 17 A30 Pz 0 67 67 Nut Lane 0 3 3 Griggs Hill 0 61 61 B3101 Link to A3074 0 19 19 Table 9.3 Weekday PM Peak

Eastbound Westbound 2-way Carwin Rise W 124 0 124 A30 CPR 89 0 89 Marsh Lane 21 0 21 A30 Hayle Bypass 5 20 25 A30 Pz 0 99 99 Nut Lane 0 5 5 Griggs Hill 0 90 90 B3101 Link to A3074 0 28 28 Table 9.4 Weekend Peak Hour (1100-1200) Eastbound Westbound 2-way Carwin Rise W 136 0 136 A30 CPR 98 0 98 Marsh Lane 23 0 23 A30 Hayle Bypass 6 22 28 A30 Pz 0 109 109 Nut Lane 0 6 6 Griggs Hill 0 99 99 B3101 Link to A3074 0 31 31 9.3.20 These trips can be discounted from background traffic in all ‘with development’ scenarios.

Pass-By and Diverted Trips

9.3.21 In the interests of robustness, we have not made further reductions to the trip generation of the site on the basis of Diverted trips. Similarly, no Pass-By trips have been accounted for on Marsh Lane itself.

9.3.22 Given the location of the proposed development, it is considered that a significant proportion of Pass-By trips will occur. We have assumed a pass-by proportion of 30%,

42 Asda Transport Assessment HBH10093

which has been deducted from the overall trip generation of the site.

9.3.23 This compares with the 30% pass-by ratio assumed in the TA for the adjacent Sainsburys site, and also for the Hayle Morrisons proposal.

9.4 Overall Trip Generation

9.4.1 The development trip generation has been based on TRICS multi-modal data for comparable sites. TRICS output files are attached in Appendix M of this report.

9.4.2 Modal splits for the development have been derived from the multimodal TRICS runs used to establish the vehicular trip generation. The cumulative superstore / B2 mode share s shown in Table 9.5 below:

Table 9.5 Cumulative Modal Splits

Arr Dep 2-way % People 6840 6786 13626 Car / Car 6079 6057 12137 89.07% Share Cyclists 30 32 62 0.45% Pedestrians 663 625 1288 9.45% Public 68 71 139 1.02% Transport 9.4.3 It is considered that the accessibility of the site is likely to bring about a higher cycle mode share than predicted by TRICS, and that the proposed public transport improvements and incentives for shoppers will generate a significant improvement upon the bus mode share currently resulting from the TRICS analysis. In particular the dedicated hopper bus between Hayle town centre and Asda will have a significant impact in terms of increasing public transport modal share.

9.4.4 The vehicular trip rates and overall generation are summarized in Table 9.6 below. Multi- modal Superstore data has been selected using only those sites with Petrol Filling Stations, the trip generation of which is consequently included within the following figures:

Table 9.6 Food Superstore (weekday) - TRICS Multi-modal Vehicular Trip Rate / Trips

Arr Dep 2-way Arr Dep 2-way 0800- 4.345 2.838 7.183 240 157 397 0900 1700- 6.38 6.921 13.301 353 383 736 1800 Daily 78.765 78.424 157.19 4356 4338 8694 Table 9.7 Food Superstore (Saturday) - TRICS Multi-modal Vehicular Trip Rate / Trips

Arr Dep 2-way Arr Dep 2-way 1100- 6.978 6.632 13.61 386 367 753 1200 Daily 67.875 68.355 136.23 3754 3781 7535

43 Asda Transport Assessment HBH10093

Table 9.8 B2 Industrial (Weekday) - TRICS Multi-modal Vehicular Trip Rate / Trips

Arr Dep 2-way Arr Dep 2-way 0800- 0.903 0.146 1.049 14 2 17 0900 1700- 0.024 0.854 0.878 0 13 14 1800 Daily 3.389 3.806 7.195 53 60 113 9.4.5 No Saturday information is available for B2 Industrial units, due to the nature of the land use.

Table 9.9 Total (weekday) - TRICS Multi-modal Vehicular Trip Rate / Trips

Arr Dep 2-way 0800- 255 159 414 0900 1700- 353 396 749 1800 Daily 4410 4397 8807 Table 9.10 Total (Saturday) - TRICS Multi-modal Vehicular Trip Rate / Trips

Arr Dep 2-way 1100- 386 367 753 1200 Daily 3754 3781 7535 9.5 Cumulative Impact

9.5.1 Tables 9.11, 9.12 and 9.13 below, show the cumulative effect of Asda and B2 Industrial trips, with Transferred and Pass-By trips offset against the development trip generation:

Table 9.11 Weekday AM Peak Link 2012 2020 Transferred Pass-By Asda B2 Base + Devt Inc % 2020 +Devt Inc % Carwin Rise W E/B 783 880 -84 -46 155 2 809 3.4% 906 3.0% W/B 585 652 0 -30 101 0 656 12.1% 723 10.9% A30 CPR E/B 1341 1541 -60 -3 10 1 1289 -3.8% 1489 -3.3% W/B 1093 1249 0 -5 16 8 1112 1.8% 1268 1.5% Carwin Rise E E/B 268 306 0 0 0 0 268 0.1% 306 0.0% W/B 407 464 0 0 0 1 408 0.3% 465 0.3% Marsh Lane E/B 227 256 -14 0 240 14 467 105.7% 496 93.8% W/B 113 131 0 0 157 2 272 140.7% 290 121.4% A30 Hayle Bypass E/B 665 770 -4 -21 70 2 712 7.1% 817 6.1% W/B 640 739 -14 -14 46 0 658 2.9% 757 2.5% Table 9.12 Weekday PM peak Link Base 2020 Transferred Pass-By Asda B2 Base + Devt Inc % 2020 +Devt Inc % Carwin Rise W E/B 694 764 -124 -68 227 0 729 5.1% 799 4.6% W/B 836 941 0 -74 247 2 1011 21.0% 1116 18.6% A30 CPR E/B 1179 1343 -89 -8 25 6 1114 -5.5% 1278 -4.9% W/B 1304 1494 0 -7 23 0 1320 1.2% 1510 1.1% Carwin Rise E E/B 423 482 0 0 0 1 424 0.3% 483 0.3% W/B 407 466 0 0 0 0 407 0.0% 466 0.0%

44 Asda Transport Assessment HBH10093

Marsh Lane E/B 287 327 -21 0 353 0 619 115.7% 659 101.5% W/B 322 371 0 0 383 13 718 123.0% 767 106.7% A30 Hayle Bypass E/B 794 917 -5 -31 102 0 861 8.4% 984 7.3% W/B 796 919 -20 -33 111 3 857 7.6% 980 6.6% Table 9.13 Weekend Peak Link Base 2020 Transferred Pass-By Asda B2 Base + Devt Inc % 2020 +Devt Inc % Carwin Rise W E/B 642 722 -136 -75 249 0 680 5.9% 760 5.3% W/B 480 535 0 -71 236 0 645 34.5% 700 31.0% A30 CPR E/B 1100 1264 -98 -7 24 0 1018 -7.4% 1182 -6.4% W/B 896 1024 0 -8 25 0 914 2.0% 1042 1.7% Carwin Rise E E/B 220 251 0 0 0 0 220 0.0% 251 0.0% W/B 334 380 0 0 0 0 334 0.0% 380 0.0% Marsh Lane E/B 186 210 -23 0 386 0 549 195.0% 573 172.9% W/B 93 107 0 0 367 0 460 396.1% 474 341.6% A30 Hayle Bypass E/B 545 631 -6 -34 112 0 618 13.3% 704 11.5% W/B 525 606 -22 -32 107 0 577 10.0% 659 8.7% 9.5.2 Accounting for the 30% pass-by supermarket trips, the resulting development trip rates and generation are:

Table 9.14 Weekday 30% Pass By Outcomes Less 30% Supermarket TRICS Pass-By Arr Dep 2-way Arr Dep 2-way 0800- 255 159 414 182 112 295 0900 1700- 353 396 749 247 281 529 1800 Daily 4410 4397 8807 3103 3096 6199 Table 9.15 Saturday 30% Pass By Outcomes Less 30% Supermarket TRICS Pass-By Arr Dep 2-way Arr Dep 2-way 1100- 386 367 753 270 257 527 1200 Daily 3754 3781 7535 2628 2647 5274 9.6 Sensitivity Test

9.6.1 The initial draft of this TA, presented to the County Council and the Highways Agency for discussion, presented an extremely robust trip generation, which took no account of transferred and pass-by trips. The TA also presented an infrastructure solution for A30 Loggans Moor roundabout which was capacity-efficient for a 2020 future year, compliant with the requirements of DfT Circular 02/2007.

9.6.2 Following helpful discussions with the Highways Agency, we have progressed our initial analysis to take account of transferred and pass-by trips, as presented above.

9.6.3 The comparative trip generations proposed in the first draft TA and this document are shown in Tables 9.16 and 9.17 below:

45 Asda Transport Assessment HBH10093

Table 9.16 Weekday

Previous TA Current TA With 30% Pass-By 2- 2- Arr Dep 2-way Arr Dep way % Reduction Arr Dep way % Reduction 0800-0900 321 243 564 255 159 414 26.6% 182 112 294 47.9% 1700-1800 527 571 1098 353 396 749 31.8% 247 281 528 51.9% 586 586 1173 441 439 310 309 Daily 3 9 2 0 7 8807 24.9% 3 6 6199 47.2% Table 9.17 Weekend

Previous TA Current TA With 30% Pass-By 2- 2- Arr Dep 2-way Arr Dep way % Reduction Arr Dep way % Reduction 1100-1200 540 525 1065 386 367 753 29.3% 270 257 527 50.5% 585 588 1173 375 378 262 264 Daily 6 3 9 4 1 7535 35.8% 8 7 5275 55.1% 9.6.4 The above takes no account of the transferred trips clawed-back from other settlements in the West Cornwall area, and is consequently a robust worst-case, particularly considering linkages between Asda and other retail units already present on West Cornwall Retail Park. In the absence of this additional reduction, the revised traffic generation figures are approximately 50% of those modeled to date.

9.6.5 It is also of note that the traffic modeling associated with the previous analysis made use of earlier TEMPRO data. The latest TEMPRO dataset proposes growth factors for 2009-2012 which are around 3.5% lower than the earlier figures. The corresponding 2010-2020 growth factor is around 9% lower than previously proposed. However, this reduction in background growth has also not been taken into account in the junction analysis which follows later in this report.

9.6.6 We are consequently of the view that the proposed highway solution is based upon a robust sensitivity test, and would provide sufficient capacity to accommodate the proposed development, in order to meet with the requirements of DfT Circular 02/2007. Our client would be content to agree to the imposition of a planning condition / S106 obligation to the effect that the proposed solution, or an alternative solution to the satisfaction of the Highway Authorities, would be implemented prior to first occupation of the proposed development. This is the methodology adopted by the Highways Agency with regard to the approved ING Hayle Harbour scheme and many other developments regionally.

46 Asda Transport Assessment HBH10093

10.0 Traffic Impact

10.1 A30 Loggans Moor Roundabout

10.1.1 Three sets of modeling have been undertaken by Hydrock Byways & Highways and our partner consultants JCT:

• ARCADY modeling of the existing Loggans Moor layout – to establish a base case for comparison purposes

• LinSig3 modeling of the approved Loggans Moor partial-signalisation scheme, associated with the ING Hayle Harbour development – for comparison purposes

• LinSig3 modeling of the proposed “Throughabout” design – to assess junction performance with background traffic growth, committed development traffic and Asda store trips

10.2 ARCADY Assessment: Existing Layout

10.2.1 The existing roundabout is priority controlled, as such it was deemed appropriate to undertake modeling using the ARCADY 6 programme.

10.2.2 The geometric parameters used in the modeling are summarised in Table 10.1 below:

Table 10.1 ARCADY PARAMETERS

10.2.3 The geometric layout was examined with respect to the given base flows and it was assumed that where for a given approach multiple entry lanes exist traffic flow will largely be balanced. It was therefore considered unnecessary to undertake intercept corrections.

10.2.4 The results arising from this approach have subsequently been compared with surveyed queuing data. It is apparent that the ARCADY model under-predicts queuing and the outputs should be considered to be an overestimation of capacity. Given that large-scale alterations are proposed to the junction in the near future, there is little merit in undertaking extensive survey work to further refine the calibration of the ARCADY model, however it remains useful for comparison purposes.

10.2.5 The results of the ARCADY modeling are summarised in Table 10.2 below:

47 Asda Transport Assessment HBH10093

Table 10.2 ARCADY results

It is apparent that, without works to the junction, A30 Loggans Moor roundabout would be unable to accommodate background growth, ING Hayle Harbour traffic and Asda trips in the opening year of 2012.

10.3 LinSig3 model of ING Hayle Harbour partial signalisation scheme

10.3.1 We have modelled this layout using LinSig3, and modelled the highest peak period flow groups, i.e.

• AM 2020 Seasonal Base + ING

• PM 2020 Seasonal Base + ING

10.3.2 Parameters for the priority approaches have been derived using the relevant geometric data, similar to that used in the ARCADY assessment discussed above. Saturation flows of

48 Asda Transport Assessment HBH10093

signalled lanes have been set at 1900 pcu/hr and all conflicting intergreens have been set as 5 seconds.

10.3.3 The results of the LinSig3 modeling are summarised in Tables 10.3 and 10.4 below:

Table 10.3 LinSig3 results for proposed ING Loggans Moor layout – 2020 AM peak (seasonal)

Table 10.4 - LinSig3 results for proposed ING Loggans Moor layout – 2020 PM peak (seasonal)

10.3.4 It is apparent that, in a worst-case scenario, the ING scheme generally operates at or within capacity on all arms except for Carwin Rise (West) on the approach to the roundabout from Hayle. This arm is likely to be severely overcapacity, with around 870m of queuing into Hayle.

10.3.5 It is considered that this arm would be likely to be sensitive to traffic demand in other scenarios, and that the resultant queues could potentially have impacts which may include blocking of the mini-roundabouts / potential signalised junction on Carwin Rise into Hayle, with attendant queuing back to the A30, and re-routing of northbound trips from Hayle onto the A30 via St Erth junction.

49 Asda Transport Assessment HBH10093

10.4 LinSig3 model of proposed “Throughabout” junction

10.4.1 The proposed layout is shown in Appendix N on Dwg No.HBH10093/D07. The “Throughabout” assumes that 3 of the five arms (and associated internals) be signalled and that two of the arms remain under priority control. Although, the design does give pseudo signal control to the Carwin Rise West arm via signal control of the internal for the “Throughabout” node.

10.4.2 With regard to modeling assumptions, in line with best practice for modeling signalised roundabouts a uniform Saturation Flow of 1900 PCU/hr has been used throughout (except Carwin Rise – see below). For signaled nodes without pedestrian facilities intergreens of 5 seconds have been assumed. For signaled nodes with pedestrians intergreens have been calculated with respect to TAL 1/06 and TAL 5/05.

10.4.3 Due to the close proximity of stop lines no Platoon Dispersion has been modeled. As is common with roundabout models some lanes display “Sliver Queues” in some scenarios, where these were identified a De-Sliver factor of 1.0 PCU was applied.

10.4.4 Special attention was paid to the give way entries for Carwin Rise East and West in that it is recognised that they will at some point in the cycle certainly be unopposed (during the upstream interstages) and that drivers will be able to discharge at a higher flow rate than the 1000PCU/hr usually assumed for a roundabout give way. As such the entry lanes were coded to give way to the upstream lanes at an unopposed maximum flow of 1000PCU/hr with a slope coefficient of 0.33 when opposed by upstream traffic, but to have an unopposed saturation flow of 1600PCU/hr during the upstream interstage periods. 1600 PCU/hr being chosen as a conservative saturation flow.

10.4.5 Signal timings were based on a 60 second cycle time. Signal timings were optimised interactively to maximise capacity, minimise queuing and ensure good progression.

10.4.6 The results of this modeling are summarized in Tables 10.5 below:

50 Asda Transport Assessment HBH10093

Table 10.5 LinSig3 results – “Throughabout”

10.4.7 The “Throughabout” junction operates well within capacity in all non-seasonal scenarios, including 2020 peak hours.

10.4.8 In the seasonal scenarios, the A30 southern arm is overcapacity in the 2012 summer PM peak, and the 2020 summer AM and PM peaks. However, similar impacts have been accepted in relation to the ING Hayle Harbour development and it is considered that there is no meaningful net operational disbenefit in comparison with the ING scheme. Indeed, the ING scheme appears to have the potential to cause queuing back to the A30 for vehicles travelling into Hayle, and would be likely to result in significant re-routing to the A30 St Erth junction, which would in itself add to the loading on the southern A30 arm at Loggans Moor.

10.4.9 In line with the requirements of Guidance on Transport Assessment and DfT Circular 02/2007, it is considered inappropriate to over provide capacity solely in order to cater for unusual levels of demand during summer peaks. The level of seasonal demand in Cornwall is such that the undesirable environmental impact of providing infrastructure to cater for summer traffic must be balanced against the time-limited nature of this peak demand.

10.4.10 The analysis is very much a ‘worst-case’ with no discounting from TEMPRO growth in relation to the Hayle Harbour development, and with no reflection of the likely reduction in summer Hayle Harbour trips. Also, Asda traffic has been assumed to be new to the network, with no account given to pass-by or transferred trips. On this basis, it is certain that the proposed improvement will accommodate the traffic arising from the proposed Asda development without capacity problems in any scenario.

51 Asda Transport Assessment HBH10093

10.4.11 The fuller signalisation of Loggans Moor proposed in relation to the Asda development is considered to be likely to reduce existing accident rates, offering betterment in safety terms over both the existing layout and the proposed ING solution.

10.4.12 Overall, it is concluded that the proposed “Throughabout” at least offers a nil-detriment solution at Loggans Moor in comparison with the infrastructure scheme associated with extant consents in the Hayle area.

10.5 Carwin Rise Double Mini Roundabouts

10.5.1 The Highways Agency raised concerns regarding the level of traffic growth predicted on Carwin Rise (west) in future years. We are aware that the Hayle Harbour scheme has an obligation through its S106 agreement to provide a signalised junction at the existing double-mini roundabouts at Carwin Rise / Guildford Road / Loggans Road junction should excessive queuing occur back towards the A30.

10.5.2 On this basis, Asda would be content to make a proportional contribution to these works in mitigation of any impacts that arise as a consequence of the proposed development.

10.5.3 It should be noted, as set out in the trip generation analysis above, that the proportional impact on Carwin Rise would be dramatically reduced when transferred and pass-by trips are taken into account. Consequently, we are of the view that the uplift in traffic demand which will result from these proposals is unlikely to require physical works to the existing arrangement.

52 Asda Transport Assessment HBH10093

11.0 Construction Traffic Management Plan

11.1.1 As part of this application, Cornwall Council has asked that consideration be given to the construction traffic arising from the scheme.

11.1.2 A supermarket of this size is a relative straightforward construction exercise, being similar to an industrial outlet, with additional detailing and internal fit out. It would be anticipated that the store could be constructed within a 9 month period.

11.1.3 The planned construction site is away from residential areas and has a large quantum of available land within which contractor’s parking, materials and deliveries can be managed away from the existing highway network. All vehicles will be able to enter and leave site in a forward gear.

11.1.4 The exact nature and volume of movements will be determined upon the appointment of any contractor, but the proximity to the A30 provides direct and uncomplicated access to the site. However, the final Construction Management Plan will contain a commitment to avoid peak hour trips on the A30 wherever possible.

11.1.5 The site area is currently predominantly Greenfield and therefore the potential exists for the transfer of mud onto the highway. During relevant construction phases, vehicle washing and road sweeping will be undertaken. These measures will include but are not limited to:-

• Use of an approved mechanical road sweeper to clean the site of any mud or debris deposited by site vehicles within the vicinity of the site. The road sweeper is to be available whenever needed and will be properly used and maintained.

• Provision of wheel washing on all site exits and lorry jet washing facilities

• Adequate sheeting of vehicles carrying waste materials

• Measures will be taken to ensure that mud and debris is not swept into gullies.

• The removal of waste products from site will be minimised by onsite re-use and recycling of excess materials wherever possible. The removal of waste will be covered by a site waste plan.

53 Asda Transport Assessment HBH10093

12.0 Summary and Conclusion

12.1 Summary

12.1.1 In order to deliver a robust impact study, the methodology adopted within this Transport Assessment has been developed with due regard to the DfT’s Guidance on Transport Assessment and Circular 02/07 Planning and the Strategic Road Network. Consultation with Cornwall Council and the Highways Agency has been undertaken, their views have been considered and, where possible, their specific requests have been met.

12.1.2 The Transport Assessment has assessed the accessibility of this application site and carried out a detailed study to establish the likely impact of the development. The proposed highway infrastructure and sustainable transport solutions are commensurate with the scale and impact of the proposal.

12.1.3 The proposal will enable the relocation and hence upgrading of the local rugby club to provide a stronger community resource and add value to the town. Similarly the addition of three new incubator units for employment will provide and support the local economy and contribute towards the goal of improving the area’s skills base, employment and income levels.

12.1.4 The report concludes that:

• The proposed development complies with national, regional and local transport policy objectives.

• The store will enable local residents to reduce their distance travelled to undertake food shopping and help retain trade within Hayle, reducing leakage to Penzance and Camborne/Pool/Redruth. This will reduce the impact of traffic on the SRN and its junctions at those locations.

• The application site is positioned within the vicinity of strategic highway network with the ability to provide enhanced connections to bus services.

• The Design of the proposed development will facilitate:

 an adequate and safe parking environment;

 an access junction suitable for all road users

 considered routes for pedestrians and cyclists

 enhanced local public transport provision

12.1.5 The modelled junctions have shown that capacity is being reached through the study area, taking account of background growth and committed development. Appropriate infrastructure enhancements are subsequently proposed to enhance the capacity and efficiency of the transport system, bringing benefits in comparison with the existing Loggans Moor roundabout layout and other approved schemes at that location.

54 Asda Transport Assessment HBH10093

12.1.6 The introduction of the Development Travel Plan will assist in

 Minimising the need to travel by the private car, particularly as a single occupant.

 Building a partnership approach between the Travel Plan management team and the Planning Authority (Cornwall Council), to influence the travel behaviours of colleagues and as far as possible shoppers utilising the proposed development.

 Encouraging safe and viable alternatives to single occupant vehicles for access to the proposed development.

 Identifying pragmatic travel initiatives to encourage non-car modes of travel and car-sharing, based on a continual appraisal of travel patterns to the site.

 Generating fewer vehicle trips than would otherwise have been the case; thereby reducing the potential for congestion, particularly important given the site’s position relative to the SRN.

 Causing a reduction in overall vehicle mileage and an associated reduction in environmental pollution, particularly greenhouse gas emissions, such as CO2.

 Improving safety for vulnerable road users such as pedestrians and cyclists.

 Compliance with government and LHA guidance to reduce traffic emissions and congestion and promote sustainable travel within new development and between new development and its surrounding environs.

 Promoting healthy lifestyles and generate and maintain a vibrant community.

12.1.5 The proposed Asda store will increase retail opportunities in Hayle, rebalance the current retail pattern and therefore support healthy growth within the local economy.

12.2 Conclusion

12.2.1 In terms of the likely traffic impact, the proposal will have a measurable effect on both the local and strategic road networks. Left unaddressed, this impact would undoubtedly cause significant capacity problems, most notably at the A30 Loggans Moor roundabout. However, the proposal provides for a significant improvement of this junction that will ensure it remains capacity efficient beyond the last year of assessment, i.e. 2020. This is so even with significant committed development within the built area of Hayle and a robust allowance being made for as yet unidentified development in Hayle and the surrounding area.

12.2.2 The accident record has been examined for the relevant junctions covered in this Transport Assessment and the A30 (T) between St Erth and approximately 100 metres east of Loggans Moor. The accident data is broadly as would be expected from the length and

55 Asda Transport Assessment HBH10093

type of road and junctions covered. That is to say there is no particular reason to assume that the existing highway layout is a particular factor in any of the KSI incidents recorded.

12.2.3 In conclusion, given that the regeneration of Hayle is ongoing, and taking account of the anticipated increase in households within the town, it is apparent that Hayle will become a more locally significant population centre. This factor, in conjunction with Hayle’s relationship to the A30 (T), major population centres to its west, east and north and its own attractiveness as a tourist location due to the direct access it has to a significant stretch of beach / coastline, will undoubtedly increase the importance of the town in west Cornwall.

12.2.4 The provision of a major food store to supply the local inhabitants is a key requirement of a growing town. The built form and existing constraints on the local highway within Hayle precludes the provision of such a facility within the confines of the existing town. Consequently, any such proposed development will need to be on the edge of the existing settlement boundary. Local knowledge would suggest that due to a combination of drainage and topographical issues, the scope for such a development is extremely limited on the western side of the town. The existence of the West Cornwall Shopping Park and a brownfield site served off the same access to the east of Hayle is a clearly advantageous situation. That our client is relatively under represented in Cornwall compared to other retailers in the same market, is seen as a further advantage for Hayle, increasing the likely attraction to and therefore viability of, both the store itself and Hayle in general.

12.2.5 The traffic data presented in this document demonstrates that the proposed food store can be accommodated within the surrounding highway network following improvements to the Marsh Lane and Loggans Moor junctions that will be delivered with the store. Additionally the proposal will be constructed and operated in as sustainable manner as possible. A free shoppers’ bus will operate from Hayle to the store, the store will be a hub for internet shopping delivery services and a robust Travel Plan with measures aimed at store colleagues and shoppers will be in place from the first day of operation.

12.2.6 It is therefore considered that the proposed Asda food store on the proposed site adjacent to the existing West Cornwall Shopping Park can be delivered appropriately in terms of its likely transport impacts, and that its proposed location is the most suitable for Hayle given the constraints that affect other locations in and around the town.

56 Asda Transport Assessment HBH10093

APPENDIX A

Proposed Development Location and Existing Site Conditions DWG No.HBH10093/D03

APPENDIX A

Asda Transport Assessment HBH10093

APPENDIX B

Proposed Development Layout DWG No.HBH10093/D05

APPENDIX B

Asda Transport Assessment HBH10093

APPENDIX C

Proposed Access Road Improvement on Marsh Lane DWG No.HBH10093/D06

APPENDIX C

Asda Transport Assessment HBH10093

APPENDIX D

Walking Isochrone Map

APPENDIX D

Asda Transport Assessment HBH10093

APPENDIX E

Bus Service Timetables

APPENDIX E St Ives - Truro Easy 14 14A via Hayle, Camborne, Redruth and RCH Access Penzance - Truro 18 18A 18B via St Erth Village, Hayle, Camborne, Redruth and RCH Mondays to Fridays (except Public Holidays) from 4 January 2010

Service Number 18 18 18 18 18 18 18 14 18 14 18 18 18 14 18 18 18 18 14 18 18 18 PENZANCE Bus Station — — — — — — — — — — 0715 — 0740 — 0800 — — — — — — 0920 Long Rock Mexico Inn — — — — — — — — — — 0721 — 0746 — 0806 — — — — — — 0926 Crowlas, Star Inn — — — — — — — — — — 0726 — 0751 — 0811 — — — — — — 0931 St Erth Station — — — — — — — — — — 0730 — 0755 — 0815 — — — — — — 0935 St Erth Village Bridge — — — — — — — — 0706 — — — — — — — — — — — — — Hayle St Michaels Hospital — — — — — — — — 0708 — — — — — — — — — — — — — ST IVES Malakoff — — — — — — — 0645 — — — — — 0753 — — — — 0853 — — — Carbis Bay, Longstone Cross — — — — — — — 0651 — — — — — 0759 — — — — 0859 — — — opp Post Office — — — — — — — 0654 — — — — — 0802 — — — — 0902 — — — Hayle Viaduct — — — — — — — 0701 0711 0721 0735 0743 0800 0810 0820 — — — 0910 — — 0940 Copperhouse opp Post Office — — — — — — — 0703 0713 0723 0737 0745 0802 0812 0822 — — — 0912 — — 0942 Connor Downs — — — — — — — 0713 0723 0733 0747 0755 0812 0822 0832 — — — 0922 — — 0952 CAMBORNE Bus Station arr — — — — — — — 0723 0733 0743 0757 0805 0822 0832 0842 — — — 0932 — — 1002 CAMBORNE Bus Station dep 0605 0620 0630 0640 0655 0710 0720 0725 0745 0745 0800 0810 0825 0835 0845 0900 0915 0925 0935 0945 0955 1005 Tuckingmill 0610 0625 0635 0645 0700 0715 0725 0730 0740 0750 0805 0815 0830 0840 0850 0905 0920 0930 0940 0950 1000 1010 Pool Cornwall College 0612 0627 0637 0647 0702 0717 0727 0732 0742 0752 0807 0817 0832 0842 0852 0907 0922 0932 0942 0952 1002 1012 REDRUTH opp Station arr 0621 0636 0646 0656 0711 0726 0736 0741 0751 0801 0816 0826 0841 0851 0901 0916 0931 0941 0951 1001 1011 1021 REDRUTH opp Station dep 0624 0639 0649 0659 0714 0729 0739 0744 0754 0804 0819 0829 0844 0854 0904 0919 0934 0944 0954 1004 1014 1025 Mount Ambrose 0629 0644 0654 0704 0719 0734 0744 0749 0759 0809 0824 0834 0849 0859 0909 0924 0939 0949 0959 1009 1019 1029 Scorrier Fox and Hounds 0631 0646 0656 0706 0721 0736 0746 0751 0801 0811 0826 0836 0851 0901 0911 0926 0941 0951 1001 1011 1021 1031 Chacewater, Kings Head 0635 0650 0700 0710 0725 0740 0750 0755 0805 0815 0830 0840 0855 0905 0915 0930 0945 0955 1005 1015 1025 1035 Threemilestone Post Office 0640 0655 0705 0715 0730 0745 0755 0800 0810 0820 0835 0845 0900 0910 0920 0935 0950 1000 1010 1020 1030 1040 RCH Layby Main Road 0644 0659 0709 0719 0734 0749 0759 0805 0815 0825 0840 0850 0905 0914 0924 0939 0954 1004 1014 1024 1034 1044 TRURO Rail Station 0651 0706 0716 0726 0741 0756 0806 0815 0825 0835 0848 0858 0913 0921 0931 0946 1001 1011 1021 1031 1041 1051 TRURO Bus Station 0657 0712 0722 0732 0747 0802 0812 0822 0832 0842 0855 0905 0920 0927 0937 0952 1007 1017 1027 1037 1047 1057 Codes Continues on next page - This journey stops at, or passes close to a railway station St Ives - Truro Easy 14 14A via Hayle, Camborne, Redruth and RCH Access Penzance - Truro 18 18A 18B via St Erth Village, Hayle, Camborne, Redruth and RCH Mondays to Fridays (except Public Holidays) from 4 January 2010

Service Number 18 18 14 18 18 18 18 18 14 18 18 18 18 14A 14 18 18 18 18 14 18 18 Codes SD SV SD SV PENZANCE Bus Station — — — — — 20 — — — — — 1520 — — — — — 1620* 1630 — — 1720 Long Rock Mexico Inn — — — — — 26 — — — — — 1526 — — — — — 1636 1636 — — 1726 Crowlas Star Inn — — — — — 31 — — — — — 1531 — — — — — 1641 1641 — — 1731 St Erth opp Station Main Road — — — — — 35 — — — — — 1535 — — — — — 1645 1645 — — 1735 ST IVES Malakoff — — 53 — — — — — 1453 — — — — 1542 1553 — — — — 1653 — — Carbis Bay, Longstone Cross — — 59 — — — — — 1459 — — — — 1548 1559 — — — — 1659 — — Lelant opp Post Office — — 02 — — — — — 1502 — — — — 1551 1602 — — — — 1702 — — St Erth Station Main Road — — — — — — — — — — — — — 1554 — — — — — — — — St Erth Village Bridge — — — — — — — — — — — — — 1557 — — — — — — — — Hayle St Michaels Hospital then — — — — — — — — — — — — — 1604 — — — — — — — — Hayle Viaduct at — — 10 — — 40 — — 1510 — — 1540 — 1606 1610 — — 1650 1650 1710 — 1740 Copperhouse opp Post Office these — — 12 — — 42 — — 1512 — — 1542 — 1608 1612 — — 1652 1652 1712 — 1742 until Connor Downs mins — — 22 — — 52 — — 1522 — — 1552 — 1618 1622 — — 1702 1702 1722 — 1752 past CAMBORNE Bus Station arr — — 32 — — 02 — — 1532 — — 1602 — 1630 1632 — — 1712 1712 1732 — 1802 each CAMBORNE Bus Station dep 15 25 35 45 55 05 1515 1525 1535 1545 1555 1605 1620 1635 1635 1650 1705 1720 1720 1735 1750 1805 Tuckingmill hour 20 30 40 50 00 10 1520 1530 1540 1550 1600 1610 1625 1640 1640 1655 1710 1725 1725 1740 1755 1810 Pool Cornwall College 22 32 42 52 02 12 1522 1532 1542 1552 1602 1612 1627 1642 1642 1657 1712 1727 1727 1742 1757 1812 REDRUTH opp Station arr 31 41 51 01 11 21 1531 1541 1551 1601 1611 1621 1636 1651 1651 1706 1721 1736 1736 1751 1806 1821 REDRUTH opp Station dep 34 44 54 04 14 24 1534 1544 1554 1604 1614 1624 1639 1654 1654 1709 1724 1739 1739 1754 1809 1824 Mount Ambrose 39 49 59 09 19 29 1539 1549 1559 1609 1619 1629 1644 1659 1659 1714 1729 1744 1744 1759 1814 1829 Scorrier Fox and Hounds 41 51 01 11 21 31 1541 1551 1601 1611 1621 1631 1646 1701 1701 1716 1731 1746 1746 1801 1816 1831 Chacewater Kings Head 45 55 05 15 25 35 1545 1555 1605 1615 1625 1635 1650 1705 1705 1720 1735 1750 1750 1805 1820 1835 Threemilestone Post Office 50 00 10 20 30 40 1550 1600 1610 1620 1630 1640 1655 1710 1710 1725 1740 1755 1755 1810 1825 1840 RCH Layby Main Road 54 04 14 24 34 44 1554 1604 1614 1624 1634 1644 1659 1714 1714 1729 1744 1759 1759 1814 1829 1844 TRURO Rail Station 01 11 21 31 41 51 1601 1611 1621 1631 1641 1651 1706 1721 1721 1736 1751 1806 1806 1821 1836 1851 TRURO Bus Station 07 17 27 37 47 57 1607 1617 1627 1637 1647 1657 1712 1727 1727 1742 1757 1812 1812 1827 1842 1857

Codes Continues on next page SD - This journey runs on school days only SV - This journey runs on Mondays to Fridays in school holidays only - This journey stops at, or passes close to a railway station CD - This journey runs on college only * - This journey runs via Penwith College at 1628 For other buses between Camborne Redruth and Truro please see service 40 timetable. Part of this service is financially supported by Cornwall Council St Ives - Truro via Hayle, Camborne, Redruth and RCH 14 14A Easy

Access Penzance - Truro 18 18A 18B via St Erth Village, Hayle, Camborne, Redruth and RCH

Mondays to Fridays (except Public Holidays) from 4 January 2010

Service Number 14A 18 14 18B 18B 18 14 18A 18 18B 14B 18A 18 14 PENZANCE Bus Station — 1800 — 1840 — 1940 — — 2040 — 2140 — 2240 — Long Rock Mexico Inn — 1806 — 1845 — 1945 — — 2045 — 2145 — 2245 — Crowlas, Star Inn — 1811 — 1850 — 1950 — — 2050 — 2150 — 2250 — Codes St Erth opp Station Main Road — 1815 — 1854 — 1954 — — 2054 — 2154 — 2254 — ST IVES Malakoff 1745 — 1845 — — — 1945 — — — — — — 2330 - This journey stops Carbis Bay, Longstone Cross 1751 — 1851 — — — 1951 — — — — — — 2336 at, or passes Lelant opp Post Office 1754 — 1854 — — — 1954 — — — — — — 2339 close to a railway St Erth Village Bridge — — — 1857 — — — — — — 2157 — — — station Hayle St Michaels Hospital — — — 1902 — — — — — — 2202 — — — Hayle Viaduct 1801 1820 1901 1904 — 1959 2001 — 2059 — 2204 — 2259 2342 Copperhouse opp Post Office 1803 1822 1903 1906 — 2001 2003 — 2101 — 2206 — 2301 2344 Connor Downs 1812 1832 1912 1915 — 2010 2012 — 2110 — 2215 — 2310 2353 CAMBORNE Bus Station arr 1820 1842 1920 1923 — 2018 2020 — 2118 — 2223 — 2318 0001 CAMBORNE Bus Station dep 1825 — — — 1925 — — 2025 — 2125 — 2225 2325 — Tuckingmill 1829 — — — 1929 — — 2029 — 2129 — 2229 2329 — Pool Cornwall College 1831 — — — 1931 — — 2031 — 2131 — 2231 2331 — REDRUTH opp Station arr 1839 — — — 1939 — — 2039 — 2139 — 2239 2339 — REDRUTH opp Station dep 1840 — — — 1940 — — 2040 — 2140 — 2240 — — Mount Ambrose — — — — 1942 — — — — 2145 — — — — Sandy Lane 1843 — — — — — — 2043 — — — 2243 — — Lanner Post Office 1847 — — — — — — 2047 — — — 2247 — — Carharrack 1852 — — — — — — 2052 — — — 2252 — — Scorrier Fox and Hounds — — — — 1949 — — — — 2149 — — — — Tolgullow — — — — 1953 — — — — 2153 — — — — St Day 1855 — — — 1955 — — 2055 — 2155 — 2255 — — Crofthandy 1857 — — — 1957 — — 2057 — 2157 — 2257 — — Chacewater opp Kings Head 1902 — — — 2002 — — 2102 — 2202 — 2302 — — Threemilestone Post Office 1908 — — — 2008 — — 2108 — 2208 — 2308 — — Part of this service is RCH Layby Main Road 1912 — — — 2012 — — 2112 — 2212 — 2312 — — financially supported by TRURO Rail Station 1919 — — — 2019 — — 2119 — 2219 — 2319 — — Cornwall Council TRURO Bus Station 1925 — — — 2025 — — 2125 — 2225 — 2325 — —

Continues on next page Truro - St Ives Easy Access 14 14A via RCH, Redruth, Camborne and Hayle Truro - Penzance 18 18A 18B via RCH, Redruth, Camborne, Hayle and St Erth Village Mondays to Fridays (except Public Holidays) from 4 January 2010

Service Number 14 18 14 18 14 14 18 18 18 14 18 18 18 18 18 14 18 18 18 18 14 Codes SD SV TRURO Bus Station — — — — 0700 0700 0715 0730 0745 0800 0810 0820 0835 0845 0855 0905 0915 0925 0935 0950 1005 TRURO opp Rail Station — — — — 0706 0706 0721 0737 0752 0806 0817 0827 0841 0851 0901 0911 0921 0931 0941 0956 1011 opp RCH Layby Main Road — — — — 0712 0712 0727 0744 0759 0814 0824 0834 0847 0857 0907 0917 0927 0937 0947 1002 1017 Threemilestone Post Office — — — — 0715 0715 0731 0748 0803 0818 0828 0838 0850 0900 0910 0920 0930 0940 0950 1005 1020 Chacewater, Kings Head — — — — 0719 0719 0735 0752 0807 0822 0832 0842 0854 0904 0914 0924 0934 0944 0954 1009 1024 Scorrier opp Fox and Hounds — — — — 0723 0723 0739 0756 0811 0826 0836 0846 0858 0908 0918 0928 0938 0948 0958 1013 1028 Mount Ambrose — — — — 0725 0725 0741 0758 0813 0828 0838 0848 0900 0910 0920 0930 0940 0950 1000 1015 1030 REDRUTH Station arr — — — — 0730 0730 0746 0803 0818 0833 0843 0853 0905 0915 0925 0935 0945 0955 1005 1020 1035 REDRUTH Station dep — — — — 0732 0732 0750 0808 0823 0838 0847 0857 0907 0917 0927 0937 0947 0957 1007 1022 1037 Pool opp Cornwall College — — — — 0740 0740 0758 0818 0833 0848 0858 0908 0915 0925 0935 0945 0955 1005 1015 1030 1045 Tuckingmill — — — — 0742 0742 0800 0820 0835 0850 0900 0910 0917 0927 0937 0947 0957 1007 1017 1032 1047 CAMBORNE Bus Station arr — — — — 0750 0750 0808 0830 0845 0900 0910 0920 0925 0935 0945 0955 1005 1015 1025 1040 1055 CAMBORNE Bus Station dep 0605 0650 0705 0715 0750 0755 0810 — — 0900 — — 0930 — — 1000 — — 1030 — 1100 Connor Downs 0616 0701 0716 0726 0801 0806 0821 — — 0911 — — 0941 — — 1011 — — 1041 — 1111 Copperhouse Post Office 0626 0711 0726 0736 0811 0816 0831 — — 0921 — — 0951 — — 1021 — — 1051 — 1121 Hayle Foundry Square 0628 0713 0728 0738 0813 0818 0833 — — 0923 — — 0953 — — 1023 — — 1053 — 1123 Hayle opp St Michaels Hospital — — — — 0815 — — — — — — — — — — — — — — — — St Erth Village Bridge — — — — 0822 — — — — — — — — — — — — — — — — Lelant Post Office 0635 — 0735 — 0828 0825 — — — 0930 — — — — — 1030 — — — — 1130 Carbis Bay, Longstone Cross 0638 — 0738 — 0831 0828 — — — 0933 — — — — — 1033 — — — — 1133 ST IVES Malakoff 0644 — 0744 — 0837 0834 — — — 0939 — — — — — 1039 — — — — 1139 St Erth Station Main Road — 0716 — 0741 — — 0836 — — — — — 0956 — — — — — 1056 — — Crowlas opp Star Inn — 0720 — 0745 — — 0840 — — — — — 1000 — — — — — 1100 — — Long Rock Mexico Inn — 0725 — 0750 — — 0845 — — — — — 1005 — — — — — 1105 — — Penwith College — — — — — — 0855 — — — — — — — — — — — — — — PENZANCE Bus Station — 0731 — 0756 — — 0900 — — — — — 1014 — — — — — 1114 — —

Codes Continues on next page SD - This journey runs on school days only SV - This journey runs on Mondays to Fridays in school holidays only - This journey stops at, or passes close to a railway station Truro - St Ives Easy

Access 14 14A via RCH, Redruth, Camborne and Hayle Truro - Penzance 18 18A 18B via RCH, Redruth, Camborne, Hayle and St Erth Village Mondays to Fridays (except Public Holidays) from 4 January 2010

Service Number 18 18 18 18 18 14 18 18 18 18 18 14 18 18 18 18 14 18 18B 18 18 18 Codes TRURO Bus Station 15 25 35 45 55 05 1515 1525 1535 1545 1555 1605 1615 1625 1635 1645 1700 1715 — 1725 1735 1750 TRURO opp Rail Station 21 31 41 51 01 11 1521 1531 1541 1551 1601 1611 1621 1631 1641 1651 1706 1721 — 1731 1741 1756 opp RCH Layby Main Road 27 37 47 57 07 17 1527 1537 1547 1557 1607 1617 1627 1637 1647 1657 1712 1727 — 1737 1747 1802 Threemilestone Post Office 30 40 50 00 10 20 1530 1540 1550 1600 1610 1620 1630 1640 1650 1700 1715 1730 — 1740 1750 1805 Chacewater, Kings Head 34 44 54 04 14 24 1534 1544 1554 1604 1614 1624 1634 1644 1654 1704 1719 1734 — 1744 1754 1809 Scorrier opp Fox and Hounds 38 48 58 08 18 28 1538 1548 1558 1608 1618 1628 1638 1648 1658 1708 1723 1738 — 1748 1758 1813 Mount Ambrose 40 50 00 10 20 30 1540 1550 1600 1610 1620 1630 1640 1650 1700 1710 1725 1740 — 1750 1800 1815 REDRUTH Station arr 45 55 05 15 25 35 1545 1555 1605 1615 1625 1635 1645 1655 1705 1715 1730 1745 — 1755 1805 1820 REDRUTH Station dep then 47 57 07 17 27 37 1547 1557 1607 1617 1627 1637 1647 1657 1707 1717 1732 1747 — 1757 1807 1822 Pool opp Cornwall College at 55 05 15 25 35 45 1555 1605 1615 1625 1635 1645 1655 1705 1715 1725 1740 1755 — 1805 1815 1830 Tuckingmill these 57 07 17 27 37 47 1557 1607 1617 1627 1637 1647 1657 1707 1717 1727 1742 1757 — 1807 1817 1832 CAMBORNE Bus Station arr mins 05 15 25 35 45 55 until 1605 1615 1625 1635 1645 1655 1705 1715 1725 1735 1750 1805 — 1815 1825 1840 CAMBORNE Bus Station dep past — — 30 — — 00 — — 1630 — — 1700 1710 — — 1740 1755 — 1805 — 1830 1845 Connor Downs each — — 41 — — 11 — — 1641 — — 1711 1721 — — 1751 1806 — 1816 — 1841 1856 Copperhouse Post Office hour — — 51 — — 21 — — 1651 — — 1730 1728 — — 1801 1816 — 1821 — 1851 1906 Hayle Foundry Square — — 53 — — 23 — — 1653 — — 1723 1730 — — 1803 1818 — 1823 — 1853 1908 Hayle opp St Michaels Hospital — — — — — — — — — — — — — — — — — — 1825 — — — St Erth Village Bridge — — — — — — — — — — — — — — — — — — 1831 — — — Lelant Post Office — — — — — 30 — — — — — 1730 — — — — 1825 — — — — — Carbis Bay, Longstone Cross — — — — — 33 — — — — — 1733 — — — — 1828 — — — — — ST IVES Malakoff — — — — — 39 — — — — — 1739 — — — — 1834 — — — — — St Erth Station Main Road — — 56 — — — — — 1656 — — — 1735 — — 1806 — — 1833* — 1858 1913 Crowlas opp Star Inn — — 00 — — — — — 1700 — — — 1739 — — 1810 — — 1837 — 1902 1917 Long Rock Mexico Inn — — 05 — — — — — 1705 — — — 1744 — — 1815 — — 1842 — 1907 1922 PENZANCE Bus Station — — 14 — — — — — 1714 — — — 1750 — — 1824 — — 1848 — 1913 1928 Codes * - Time opposite on St Erth Road Continues on next page - This journey stops at, or passes close to a railway station For other buses between Camborne Redruth and Truro please see service 40 timetable. 14 14A Truro - St Ives via RCH, Redruth, Camborne and Hayle Easy

Truro - Penzance Access 18 18A 18B via RCH, Redruth, Camborne, Hayle and St Erth Village

Mondays to Fridays (except Public Holidays) from 4 January 2010

Service Number 14 18 18 18A 18 18 18A 18B 18B 18 14B 14 18B 18 Codes TRURO Bus Station 1805 1820 1835 1845 — 1905 1945 — 2045 — 2145 — 2245 2345 Codes TRURO opp Rail Station 1811 1826 1841 1851 — 1911 1951 — 2051 — 2151 — 2251 2351 - This journey stops opp RCH Layby Main Road 1817 1832 1847 1856 — 1916 1956 — 2056 — 2156 — 2256 2356 at, or passes close Threemilestone Post Office 1820 1835 1850 1859 — 1919 1959 — 2059 — 2159 — 2259 2359 to a railway station Chacewater, Kings Head 1824 1839 1854 1905 — 1925 2005 — 2105 — 2205 — 2305 0005 * - Time opp St Erth Crofthandy — — — 1910 — — 2010 — 2110 — 2210 — 2310 — St Day — — — 1912 — — 2012 — 2112 — 2212 — 2312 — Railway Station on Tolgullow — — — — — — — — 2114 — — — 2314 — St Erth Road Scorrier opp Fox and Hounds 1828 1843 1858 — — 1929 — — 2118 — — — 2318 0009 Carharrack — — — 1915 — — 2015 — — — 2215 — — — For other buses Lanner Post Office — — — 1920 — — 2020 — — — 2220 — — — between Camborne Sandy Lane — — — 1924 — — 2024 — — — 2224 — — — Redruth and Truro Mount Ambrose 1830 1845 1900 — — 1931 — — 2122 — — — 2322 0011 please see service 40 REDRUTH Station arr 1835 1850 1905 1927 — 1936 2027 — 2127 — 2227 — 2327 0016 timetable. REDRUTH Station dep 1837 1852 1907 1927 — 1936 2027 — 2127 — 2227 — 2327 0016 Pool opp Cornwall College 1845 1900 1915 1935 — 1944 2035 — 2135 — 2235 — 2335 0024 Tuckingmill 1847 1902 1917 1937 — 1946 2037 — 2137 — 2237 — 2337 0026 CAMBORNE Bus Station arr 1855 1910 1925 1942 — 1951 2042 — 2142 — 2242 — 2342 0031 CAMBORNE Bus Station dep 1900 — — — 1952 — — 2052 — 2152 — 2252 — — Connor Downs 1911 — — — 2002 — — 2102 — 2202 — 2302 — — Copperhouse Post Office 1921 — — — 2011 — — 2111 — 2211 — 2311 — — Hayle Foundry Square 1923 — — — 2013 — — 2113 — 2213 — 2313 — — Hayle opp St Michaels Hospital — — — — — — — 2115 — — — — — — St Erth Village Bridge — — — — — — — 2120 — — — — — — Lelant Post Office 1930 — — — — — — — — — — 2316 — — Carbis Bay, Longstone Cross 1933 — — — — — — — — — — 2319 — — ST IVES Malakoff 1939 — — — — — — — — — — 2327 — — St Erth Station Main Road — — — — 2018 — — 2123* — 2218 — — — — Crowlas opp Star Inn — — — — 2022 — — 2127 — 2222 — — — — Part of this service is Long Rock Mexico Inn — — — — 2027 — — 2132 — 2227 — — — — financially supported by PENZANCE Bus Station — — — — 2033 — — 2138 — 2233 — — — — Cornwall Council

Continues on next page St Ives - Truro Easy

Access 14 14A via Hayle, Camborne, Redruth and RCH Penzance - Truro 18 18A 18B via St Erth Village, Hayle, Camborne, Redruth and RCH Saturdays (except Public Holidays) from 9 January 2010

Service Number 18 18 18 18 14 18 18 18 14 18 18 18 14 18 18 18 14 18 18 18 14 PENZANCE Bus Station — — — — — — 0715 — — 0800 — — — — 0920 — — — 20 — — Long Rock Mexico Inn — — — — — — 0721 — — 0806 — — — — 0926 — — — 26 — — Crowlas, Star Inn — — — — — — 0726 — — 0811 — — — — 0931 — — — 31 — — St Erth Station — — — — — — 0730 — — 0815 — — — — 0935 — — — 35 — — St Erth Village Bridge — — — — — 0706 — — — — — — — — — — — — — — — Hayle St Michaels Hospital — — — — — 0708 — — — — — — — — — — — — — — — ST IVES Malakoff — — — — 0648 — — — 0748 — — — 0853 — — then — 53 — — — 1553 Carbis Bay, Longstone Cross — — — — 0654 — — — 0754 — — — 0859 — — at — 59 — — — 1559 Lelant opp Post Office — — — — 0657 — — — 0757 — — — 0902 — — these — 02 — — — 1602 Hayle Viaduct — — — — 0705 0711 0735 — 0805 0820 — — 0910 — 0940 minsthen — 10 — 40 — 1610 Copperhouse opp Post Office — — — — 0707 0713 0737 — 0807 0822 — — 0912 — 0942 pastat — 12 — 42 until — 1612 Connor Downs — — — — 0717 0723 0747 — 0817 0832 — — 0922 — 0952 thesethe — 22 — 52 — 1622 CAMBORNE Bus Station arr — — — — 0727 0733 0757 — 0827 0842 — — 0932 — 1002 hourmins — 32 — 02 until — 1632 CAMBORNE Bus Station dep 0605 0630 0700 0715 0730 0735 0800 0815 0830 0845 0905 0920 0935 0950 1005 past 20 35 50 05 1620 1635 Tuckingmill 0610 0635 0705 0720 0735 0740 0805 0820 0835 0850 0910 0925 0940 0955 1010 each 25 40 55 10 1625 1640 Pool Cornwall College 0612 0637 0707 0722 0737 0742 0807 0822 0837 0852 0912 0927 0942 0957 1012 hour 27 42 57 12 1627 1642 REDRUTH opp Station arr 0621 0646 0716 0731 0746 0751 0816 0831 0846 0901 0921 0936 0951 1006 1021 36 51 06 21 1636 1651 REDRUTH opp Station dep 0624 0649 0719 0734 — 0754 0819 0834 0849 0904 0924 0939 0954 1009 1024 39 54 09 24 1639 1654 Mount Ambrose 0629 0654 0724 0739 — 0759 0824 0839 0854 0909 0929 0944 0959 1014 1029 44 59 14 29 1644 1659 Scorrier Fox and Hounds 0631 0656 0726 0741 — 0801 0826 0841 0856 0911 0931 0946 1001 1016 1031 46 01 16 31 1646 1701 Chacewater, Kings Head 0635 0700 0730 0745 — 0805 0830 0845 0900 0915 0935 0950 1005 1020 1035 50 05 20 35 1650 1705 Threemilestone Post Office 0640 0705 0735 0750 — 0810 0835 0850 0905 0920 0940 0955 1010 1025 1040 55 10 25 40 1655 1710 RCH Layby Main Road 0644 0709 0739 0754 — 0815 0840 0855 0909 0924 0944 0959 1014 1029 1044 59 14 29 44 1659 1714 TRURO Rail Station 0651 0716 0746 0801 — 0825 0848 0903 0916 0931 0951 1006 1021 1036 1051 06 21 36 51 1706 1721 TRURO Bus Station 0657 0722 0752 0807 — 0832 0855 0910 0922 0937 0957 1012 1027 1042 1057 12 27 42 57 1712 1727

Codes Continues on next page - This journey stops at, or passes close to a railway station 14 14A St Ives - Truro via Hayle, Camborne, Redruth and RCH Easy

Penzance - Truro Access 18 18A 18B via St Erth Village, Hayle, Camborne, Redruth and RCH

Saturdays (except Public Holidays) from 9 January 2010

Service Number 18 18 18 14 18 14A 14 18B 18B 18 14 18A 18 18B 18B 18A 18 14 PENZANCE Bus Station — 1620 — — 1720 — — 1840 — 1940 — — 2040 — 2140 — 2240 — Long Rock Mexico Inn — 1626 — — 1726 — — 1845 — 1945 — — 2045 — 2145 — 2245 — Crowlas, Star Inn — 1631 — — 1731 — — 1850 — 1950 — — 2050 — 2150 — 2250 — St Erth opp Station Main Road — 1635 — — 1735 — — 1854 — 1954 — — 2054 — 2154 — 2254 — ST IVES Malakoff — — — 1653 — 1745 1845 — — — 1945 — — — — — — 2330 Carbis Bay, Longstone Cross — — — 1659 — 1751 1851 — — — 1951 — — — — — — 2336 Lelant opp Post Office — — — 1702 — 1754 1854 — — — 1954 — — — — — — 2339 St Erth Village Bridge — — — — — — — 1857 — — — — — — 2157 — — — Hayle St Michaels Hospital — — — — — — — 1902 — — — — — — 2202 — — — Hayle Viaduct — 1640 — 1710 1740 1801 1901 1904 — 1959 2001 — 2059 — 2204 — 2259 2342 Copperhouse opp Post Office — 1642 — 1712 1742 1803 1903 1906 — 2001 2003 — 2101 — 2206 — 2301 2344 Connor Downs — 1652 — 1722 1752 1812 1912 1915 — 2010 2012 — 2110 — 2215 — 2310 2353 CAMBORNE Bus Station arr — 1702 — 1732 1802 1820 1920 1923 — 2018 2020 — 2118 — 2223 — 2318 0001 CAMBORNE Bus Station dep 1650 1705 1720 1735 1805 1825 — — 1925 — — 2025 — 2125 — 2225 2325 — Tuckingmill 1655 1710 1725 1740 1810 1829 — — 1929 — — 2029 — 2129 — 2229 2329 — Pool Cornwall College 1657 1712 1727 1742 1812 1831 — — 1931 — — 2031 — 2131 — 2231 2331 — REDRUTH opp Station arr 1706 1721 1736 1751 1821 1839 — — 1939 — — 2039 — 2139 — 2239 2339 — REDRUTH opp Station dep 1709 1724 1739 1754 1824 1840 — — 1940 — — 2040 — 2140 — 2240 — — Mount Ambrose 1714 1729 1744 1759 1829 — — — 1942 — — — — 2145 — — — — Sandy Lane — — — — — 1843 — — — — — 2043 — — — 2243 — — Lanner Post Office — — — — — 1847 — — — — — 2047 — — — 2247 — — Carharrack — — — — — 1852 — — — — — 2052 — — — 2252 — — Scorrier Fox and Hounds 1716 1731 1746 1801 1831 — — — 1949 — — — — 2149 — — — — Tolgullow — — — — — — — — 1953 — — — — 2153 — — — — St Day — — — — — 1855 — — 1955 — — 2055 — 2155 — 2255 — — Crofthandy — — — — — 1857 — — 1957 — — 2057 — 2157 — 2257 — — Chacewater opp Kings Head 1720 1735 1750 1805 1835 1902 — — 2002 — — 2102 — 2202 — 2302 — — Threemilestone Post Office 1725 1740 1755 1810 1840 1908 — — 2008 — — 2108 — 2208 — 2308 — — RCH Layby Main Road 1729 1744 1759 1814 1844 1912 — — 2012 — — 2112 — 2212 — 2312 — — TRURO Rail Station 1736 1751 1806 1821 1851 1919 — — 2019 — — 2119 — 2219 — 2319 — — TRURO Bus Station 1742 1757 1812 1827 1857 1925 — — 2025 — — 2125 — 2225 — 2325 — —

Codes Part of this service is financially supported by Cornwall Council - This journey stops at, or passes close to a railway station Continues on next page Truro - St Ives Easy 14 14A via RCH, Redruth, Camborne and Hayle Access Truro - Penzance 18 18A 18B via RCH, Redruth, Camborne, Hayle and St Erth Village Saturdays (except Public Holidays) from 9 January 2010

Service Number 14 14 18 14 18 18 14 18 18 14 18 18 18 18 14 18 18 18 18 14 18 18 18 TRURO Bus Station — — — 0700 — 0730 0800 0825 0840 0905 20 35 50 05 1520 1535 1550 1605 1620 1635 1650 TRURO opp Rail Station — — — 0706 — 0737 0806 0831 0846 0911 26 41 56 11 1526 1541 1556 1611 1626 1641 1656 Opp RCH Layby Main Road — — — 0712 — 0744 0814 0837 0852 0917 32 47 02 17 1532 1547 1602 1617 1632 1647 1702 Threemilestone Post Office — — — 0715 — 0748 0818 0840 0855 0920 35 50 05 20 1535 1550 1605 1620 1635 1650 1705 Chacewater, Kings Head — — — 0719 — 0752 0822 0844 0859 0924 39 54 09 24 1539 1554 1609 1624 1639 1654 1709 Scorrier opp Fox and Hounds — — — 0724 — 0756 0826 0848 0903 0929 43 58 13 28 1543 1558 1613 1628 1643 1658 1713 Mount Ambrose — — — 0726 — 0758 0828 0850 0905 0931 45 00 15 30 1545 1600 1615 1630 1645 1700 1715 REDRUTH Station arr — — — 0730 — 0803 0833 0855 0910 0935 then 50 05 20 35 1550 1605 1620 1635 1650 1705 1720 then REDRUTH Station dep — — — 0732 0750 0808 0838 0857 0912 0937 at 52 07 22 37 1552 1607 1622 1637 1652 1707 1722 Pool opp Cornwall College — — — 0740 0758 0818 0848 0907 0920 0945 theseat 00 15 30 45 until 1600 1615 1630 1645 1700 1715 1730 Tuckingmill — — — 0742 0800 0820 0850 0909 0922 0947 thesemins 02 17 32 47 1602 1617 1632 1647 1702 1717 1732 mins CAMBORNE Bus Station arr — — — 0750 0808 0830 0900 0915 0930 0955 past 10 25 40 55 until 1610 1625 1640 1655 1710 1725 1740 past CAMBORNE Bus Station dep 0605 0705 0715 0755 0808 — 0900 0920 — 1000 the — 30 — 00 — 1630 — 1700 — 1730 — Connor Downs 0616 0716 0726 0806 0819 — 0911 0931 — 1011 houreach — 41 — 11 — 1641 — 1711 — 1741 — Copperhouse Post Office 0626 0726 0736 0816 0829 — 0921 0941 — 1021 hour — 51 — 21 — 1651 — 1721 — 1751 — Hayle Foundry Square 0628 0728 0738 0818 0831 — 0923 0943 — 1023 — 53 — 23 — 1653 — 1723 — 1753 — Lelant Post Office 0635 0735 — 0825 — — 0930 — — 1030 — — — 30 — — — 1730 — — — Carbis Bay, Longstone Cross 0638 0738 — 0828 — — 0933 — — 1033 — — — 33 — — — 1733 — — — ST IVES Malakoff 0644 0744 — 0834 — — 0939 — — 1039 — — — 39 — — — 1739 — — — St Erth Station Main Road — — 0741 — 0836 — — 0946 — — — 56 — — — 1656 — — — 1756 — Crowlas opp Star Inn — — 0745 — 0840 — — 0950 — — — 00 — — — 1700 — — — 1800 — Long Rock Mexico Inn — — 0750 — 0845 — — 0955 — — — 05 — — — 1705 — — — 1805 — PENZANCE Bus Station — — 0756 — 0900 — — 1004 — — — 14 — — — 1714 — — — 1814 — Codes Continues on next page - This journey stops at, or passes close to a railway station 14 14A Truro - St Ives via RCH, Redruth, Camborne and Hayle Easy

Truro - Penzance Access 18 18A 18B via RCH, Redruth, Camborne, Hayle and St Erth Village

Saturdays (except Public Holidays) from 9 January 2010

Service Number 14 18 18 18 14 18 18A 18 18 18A 18B 18B 18 14B 14 18B 18 TRURO Bus Station 1705 1720 1735 1750 1805 1825 1845 — 1905 1945 — 2045 — 2145 — 2245 2345 TRURO opp Rail Station 1711 1726 1741 1756 1811 1831 1851 — 1911 1951 — 2051 — 2151 — 2251 2351 Opp RCH Layby Main Road 1717 1732 1747 1802 1817 1837 1856 — 1916 1956 — 2056 — 2156 — 2256 2356 Threemilestone Post Office 1720 1735 1750 1805 1820 1840 1859 — 1919 1959 — 2059 — 2159 — 2259 2359 Chacewater, Kings Head 1724 1739 1754 1809 1824 1844 1905 — 1925 2005 — 2105 — 2205 — 2305 0005 Crofthandy — — — — — — 1910 — — 2010 — 2110 — 2210 — 2310 — St Day — — — — — — 1912 — — 2012 — 2112 — 2212 — 2312 — Tolgullow — — — — — — — — — — — 2114 — — — 2314 — Scorrier opp Fox and Hounds 1728 1743 1758 1813 1828 1848 — — 1929 — — 2118 — — — 2318 0009 Carharrack — — — — — — 1915 — — 2015 — — — 2215 — — — Lanner Post Office — — — — — — 1920 — — 2020 — — — 2220 — — — Sandy Lane — — — — — — 1924 — — 2024 — — — 2224 — — — Mount Ambrose 1730 1745 1800 1815 1830 1850 — — 1931 — — 2122 — — — 2322 0011 REDRUTH Station arr 1735 1750 1805 1820 1835 1855 1927 — 1936 2027 — 2127 — 2227 — 2327 0016 REDRUTH Station dep 1737 1752 1807 1822 1837 1857 1927 — 1936 2027 — 2127 — 2227 — 2327 0016 Pool opp Cornwall College 1745 1800 1815 1830 1845 1905 1935 — 1944 2035 — 2135 — 2235 — 2335 0024 Tuckingmill 1747 1802 1817 1832 1847 1907 1937 — 1946 2037 — 2137 — 2237 — 2337 0026 CAMBORNE Bus Station arr 1755 1810 1825 1840 1855 1915 1942 — 1951 2042 — 2142 — 2242 — 2342 0031 CAMBORNE Bus Station dep 1800 — 1830 1845 1900 — — 1952 — — 2052 — 2152 — 2252 — — Connor Downs 1811 — 1841 1856 1911 — — 2002 — — 2102 — 2202 — 2302 — — Copperhouse Post Office 1821 — 1851 1906 1921 — — 2011 — — 2111 — 2211 — 2311 — — Hayle Foundry Square 1823 — 1853 1908 1923 — — 2013 — — 2113 — 2213 — 2313 — — Hayle opp St Michaels Hospital — — — — — — — — — — 2115 — — — — — — St Erth Village Bridge — — — — — — — — — — 2120 — — — — — — Lelant Post Office 1830 — — — 1930 — — — — — — — — — 2316 — — Carbis Bay, Longstone Cross 1833 — — — 1933 — — — — — — — — — 2319 — — ST IVES Malakoff 1839 — — — 1939 — — — — — — — — — 2327 — — opp St Erth Station, St Erth Road — — — — — — — — — — 2123 — — — — — — St Erth Station Main Road — — 1856 1911 — — — 2018 — — — — 2218 — — — — Crowlas opp Star Inn — — 1900 1915 — — — 2022 — — 2127 — 2222 — — — — Long Rock Mexico Inn — — 1905 1920 — — — 2027 — — 2132 — 2227 — — — — PENZANCE Bus Station — — 1914 1929 — — — 2033 — — 2138 — 2233 — — — —

Codes Part of this service is financially supported by Cornwall Council - This journey stops at, or passes close to a railway station Continues on next page St Ives - Truro Easy 14B via Camborne, Redruth, Lanner, Threemilestone and RCH Access Penzance - Truro 18B via Camborne, Redruth, Lanner, Threemilestone and RCH Sundays and Public Holidays from 3 January 2010 Service Number 18B 14B 18B 18B 14B 18B 18B 14B 18B 18B 14B 18B 18B 14B 18B 18B 14B 18B 88B 88B 88B Codes A A A PENZANCE Bus Station — — 0935 — — 1135 — — 1335 — — 1535 — — 1735 — — 1935 — — — Long Rock Mexico Inn — — 0940 — — 1140 — — 1340 — — 1540 — — 1740 — — 1940 — — — Crowlas Star Inn — — 0945 — — 1145 — — 1345 — — 1545 — — 1745 — — 1945 — — — St Erth Station — — 0949 — — 1149 — — 1349 — — 1549 — — 1749 — — 1949 — — — St Erth Village Bridge — — 0952 — — 1152 — — 1352 — — 1552 — — 1752 — — 1952 — — — Hayle St Michaels Hospital — — 0956 — — 1156 — — 1356 — — 1556 — — 1756 — — 1956 — — — ST IVES Malakoff — — — — 1046 — — 1246 — — 1446 — — 1646 — — 1846 — — — — Carbis Bay Longstone Cross — — — — 1052 — — 1252 — — 1452 — — 1652 — — 1852 — — — — Lelant Post Office — — — — 1055 — — 1255 — — 1455 — — 1655 — — 1855 — — — — Hayle Viaduct — — 0958 — 1058 1158 — 1258 1358 — 1458 1558 — 1658 1758 — 1858 1958 — — — Copperhouse Post Office — — 1000 — 1100 1200 — 1300 1400 — 1500 1600 — 1700 1800 — 1900 2000 — — — Connor Downs — — 1008 — 1108 1208 — 1308 1408 — 1508 1608 — 1708 1808 — 1908 2008 — — — CAMBORNE Bus Station arr — — 1020 — 1120 1220 — 1320 1420 — 1520 1620 — 1720 1820 — 1920 2020 — — — CAMBORNE Bus Station dep 0822 0922 — 1022 1122 — 1222 1322 — 1422 1522 — 1622 1722 — 1822 — — — — — Tuckingmill 0826 0926 — 1026 1126 — 1226 1326 — 1426 1526 — 1626 1726 — 1826 — — — — — Pool Cornwall College 0828 0928 — 1028 1128 — 1228 1328 — 1428 1528 — 1628 1728 — 1828 — — — — — REDRUTH Station arr 0836 0936 — 1036 1136 — 1236 1336 — 1436 1536 — 1636 1736 — 1836 — — — — — REDRUTH Station dep 0837 0937 — 1037 1137 — 1237 1337 — 1437 1537 — 1637 1737 — 1837 — — — — — Sandy Lane — 0940 — — 1140 — — 1340 — — 1540 — — 1740 — — — — — — — Lanner Post Office — 0944 — — 1144 — — 1344 — — 1544 — — 1744 — — — — — — — Mount Ambrose 0842 — — 1042 — — 1242 — — 1442 — — 1642 — — 1842 — — — — — Scorrier Fox & Hounds 0846 — — 1046 — — 1246 — — 1446 — — 1646 — — 1846 — — — — — Tolgullow 0850 — — 1050 — — 1250 — — 1450 — — 1650 — — 1850 — — — — — Carharrack — 0949 — — 1149 — — 1349 — — 1549 — — 1749 — — — — — — — St Day 0852 0952 — 1052 1152 — 1252 1352 — 1452 1552 — 1652 1752 — 1852 — — — — — Crofthandy 0854 0954 — 1054 1154 — 1254 1354 — 1454 1554 — 1654 1754 — 1854 — — — — — Chacewater Kings Head 0859 0959 — 1059 1159 — 1259 1359 — 1459 1559 — 1659 1759 — 1859 — — — — — Threemilestone Post Office 0905 1005 — 1105 1205 — 1305 1405 — 1505 1605 — 1705 1805 — 1905 — — 2108 2208 2318 RCH Layby Main Road 0908 1008 — 1108 1208 — 1308 1408 — 1508 1608 — 1708 1808 — 1908 — — 2115* 2215* 2325* TRURO Rail Station 0915 1015 — 1115 1215 — 1315 1415 — 1515 1615 — 1715 1815 — 1915 — — 2123 2223 2333 TRURO Bus Station 0921 1021 — 1121 1221 — 1321 1421 — 1521 1621 — 1721 1821 — 1921 — — 2127 2227 2337

Codes For other Sunday services between Truro and A - This journey operates via Malabar Threemilestone please see service 88B timetable - This journey stops at, or passes close to a railway station Continues on next page * - Time at RCH Main Entrance, serves Layby next Truro - St Ives Easy 14B via RCH, Threemilestone, Lanner, Redruth and Camborne Access Truro - Penzance 18B via RCH, Threemilestone, Lanner, Redruth and Camborne Sundays and Public Holidays from 3 January 2010 Service Number 14B 18B 18B 14B 18B 18B 14B 18B 18B 14B 18B 18B 14B 18B 18B 14B 18B 18B 88B 88B 88B Codes A A A TRURO Bus Station — 0945 — 1045 1145 — 1245 1345 — 1445 1545 — 1645 1745 — 1845 1945 — 2050 2150 2300 TRURO Rail Station — 0951 — 1051 1151 — 1251 1351 — 1451 1551 — 1651 1751 — 1851 1951 — 2054 2154 2304 opp RCH Layby Main Road — 0957 — 1057 1157 — 1257 1357 — 1457 1557 — 1657 1757 — 1857 1957 — 2100 2200 2310 Threemilestone Post Office — 1000 — 1100 1200 — 1300 1400 — 1500 1600 — 1700 1800 — 1900 2000 — 2105 2205 2315 Chacewater Kings Head — 1006 — 1106 1206 — 1306 1406 — 1506 1606 — 1706 1806 — 1906 2006 — — — — Crofthandy — 1011 — 1111 1211 — 1311 1411 — 1511 1611 — 1711 1811 — 1911 2011 — — — — St Day — 1013 — 1113 1213 — 1313 1413 — 1513 1613 — 1713 1813 — 1913 2013 — — — — Tolgullow — 1015 — — 1215 — — 1415 — — 1615 — — 1815 — — 2015 — — — — Scorrier Fox & Hounds — 1019 — — 1219 — — 1419 — — 1619 — — 1819 — — 2019 — — — — Mount Ambrose — 1023 — — 1223 — — 1423 — — 1623 — — 1823 — — 2023 — — — — Carharrack — — — 1116 — — 1316 — — 1516 — — 1716 — — 1916 — — — — — Lanner Post Office — — — 1121 — — 1321 — — 1521 — — 1721 — — 1921 — — — — — Sandy Lane — — — 1125 — — 1325 — — 1525 — — 1725 — — 1925 — — — — — REDRUTH Station arr — 1028 — 1128 1228 — 1323 1428 — 1528 1628 — 1728 1828 — 1928 2028 — — — — REDRUTH Station dep — 1029 — 1129 1229 — 1329 1429 — 1529 1629 — 1729 1829 — 1929 2029 — — — — Pool Cornwall College — 1037 — 1137 1237 — 1337 1437 — 1537 1637 — 1737 1837 — 1937 2037 — — — — Tuckingmill — 1039 — 1139 1239 — 1339 1439 — 1539 1639 — 1739 1839 — 1939 2039 — — — — CAMBORNE Bus Station arr — 1044 — 1144 1244 — 1344 1444 — 1544 1644 — 1744 1844 — 1944 2044 — — — — CAMBORNE Bus Station dep 0950 — 1050 1150 — 1250 1350 — 1450 1550 — 1650 1750 — 1850 — — 2050 — — — Connor Downs 0958 — 1058 1158 — 1258 1358 — 1458 1558 — 1658 1758 — 1858 — — 2058 — — — Copperhouse Post Office 1007 — 1107 1207 — 1307 1407 — 1507 1607 — 1707 1807 — 1907 — — 2107 — — — Hayle Foundry Square 1009 — 1109 1209 — 1309 1409 — 1509 1609 — 1709 1809 — 1909 — — 2109 — — — Lelant Post Office 1012 — — 1212 — — 1412 — — 1612 — — 1812 — — — — — — — — Carbis Bay Longstone Cross 1015 — — 1215 — — 1415 — — 1615 — — 1815 — — — — — — — — ST IVES Malakoff 1021 — — 1221 — — 1421 — — 1621 — — 1821 — — — — — — — — Hayle St Michaels Hospital — — 1111 — — 1311 — — 1511 — — 1711 — — 1911 — — 2111 — — — St Erth Village Bridge — — 1116 — — 1316 — — 1516 — — 1716 — — 1916 — — 2116 — — — St Erth Station — — 1119 — — 1319 — — 1519 — — 1719 — — 1919 — — 2119 — — — Crowlas Star Inn — — 1123 — — 1323 — — 1523 — — 1723 — — 1923 — — 2123 — — — Long Rock Mexico Inn — — 1128 — — 1328 — — 1528 — — 1728 — — 1928 — — 2128 — — — PENZANCE Bus Station — — 1133 — — 1333 — — 1533 — — 1733 — — 1933 — — 2133 — — —

Codes A - This journey operates via Malabar For other Sunday services between Truro and Part of this service is financially - This journey stops at, or passes close to a railway station Threemilestone please see service 88B timetable supported by Cornwall Council the L L Penzance Lands End & back 501 normally double deck buses offering great views - for other buses between Penzance and Lands End, see times for the 504 Monday to Saturday buses (sorry, no Sunday buses on the 501)

SD SSH SD SSH SD SSH Penzance Bus Station 0840 1240 1505 1525 1740 Lands End 0725 0735 0935 1335 1620 Penzance Greenmarket 0843 1243 1508 1528 1743 Porthcurno ------1350 --- Penzance Alexandra Inn 0847 1247 --- 1532 1747 Treen ------1356 --- Mounts Bay School ------1520 ------Sea View Holiday Park 0729 0739 0939 --- 1624 Coombe ------1527 ------Sennen First & Last 0730 0740 0940 --- 1625 Newlyn Bridge 0849 1249 1534 1534 1749 Sennen Cove 0737 0747 0947 --- 1632 Gwavas Crossroads 0852 1252 1537 1537 1752 Crows-an-Wra 0746 0756 0956 --- 1641 Sheffield 0855 1255 1540 1540 1755 St Buryan 0753 0803 1003 1403 1648 Lamorna Turn 0859 1259 1544 1544 1759 Lamorna Turn 0800 0810 1010 1410 1655 St Buryan 0656 0706 0906 1306 1551 1551 1806 Sheffield 0804 0814 1014 1414 1659 Crows-an-Wra ------1313 ------r Gwavas Crossroads 0807 0817 1017 1417 1702 Sennen Cove ------1322 ------r Newlyn Bridge 0810 0820 1020 1420 1705 Sennen First & Last ------1327 ------Newlyn Coombe 0817 ------Sea View Holiday Park ------1328 ------Mounts Bay School 0824 ------Treen 0703 0713 0913 --- 1558 1558 Penzance Alexandra Inn --- 0822 1022 1422 1707 Porthcurno 0709 0719 0919 --- 1604 1604 Penzance Town Centre 0830 0825 1025 1425 1710 Lands End 0724 0734 0934 1334 1619 1619 Penzance Bus Station 0835 0830 1030 1430 1715 need more information? click on s r this bus stops here to drop off only, on request to the driver e t

o SD this bus runs on Schooldays only westerngreyhound.com n SSH this bus runs every Saturday, and on Mondays to Fridays during school holidays only or give us a call on 01637 871 871 the L L L L Gwithian Hayle St Erth Marazion Penzance & back 515 Monday to Saturday buses (sorry, no Sunday buses on the 515)

Gwithian Village 0820 1105 1530 Penzance Bus Station Stand A 1000 1430 1630 Atlantic Holiday Park 0821 1106 1531 Penzance outside Tesco 1003 1433 1633 Holiday Park 0823 1108 1533 Long Rock 1006 1436 1636 Loggans Estate 0824 1109 1534 Marazion Square 1010 1440 1640 Hayle Lidl 0825 0840 1110 1140 1535 Marazion Trevenna 1011 1441 1641 Loggans Fish Shop --- 0841 1111 1141 --- Marazion Surgery 1013 1443 1643 Dracaena Crescent --- 0842 1112 1142 --- Wheal Rodney 1014 1444 1644 Prospect Place --- 0843 1113 1143 --- Gwallon 1015 1445 1645 Hayle Towans --- 0849 --- 1149 --- St Erth Station 1023 1453 1653 Copperhouse Post Office 0827 0855 1115 1155 1545 St Erth Village Post Office 1026 1456 1656 Hayle Foundry Square 0830 0859 1119 1159 1549 St Michaels Hospital 1031 1501 1701 Penpol Avenue --- 0902 1122 1202 --- Penpol Avenue 1033 1123 1503 1703 Queensway Health Centre --- 0905 1125 1205 --- Queensway Health Centre 1036 1126 1506 1706 Trevithick Crescent --- 0907 1127 1207 --- Trevithick Crescent 0833 1038 1128 1508 1708 Hayle Comprehensive School 0832 0908 1128 1208 --- Hayle Comprehensive School --- 1039 1129 1509 1709 St Michaels Hospital 0910 1210 1550 Hayle Viaduct 0836 1041 1131 1511 1711 St Erth Village Post Office 0915 1215 1555 Copperhouse Post Office 0838 1045 1135 1515 1715 St Erth Station 0918 1218 1558 Hayle Towans --- 1049 ------Gwallon 0926 1226 1606 Prospect Place --- 1056 1136 1516 1716 Wheal Rodney 0927 1227 1607 Dracaena Crescent --- 1057 1137 1517 1717 Marazion Surgery 0928 1228 1608 Loggans Fish Shop --- 1059 1139 1519 1719 Marazion Trevenna 0929 1229 1609 Hayle Lidl 0840 1100 1140 1520 1720 Marazion Square 0932 1232 1612 Loggans Estate 1101 1521 r Long Rock 0936 1236 1616 St Ives Bay Holiday Park 1102 1522 r Penzance outside Tesco 0939 1239 1619 Atlantic Holiday Park 1104 1524 r Penzance Bus Station 0942 1242 1622 Gwithian Village 1105 1525 r

s r this bus stops here to drop off only, on request to the driver need more information? click on e t o

n westerngreyhound.com or give us a call on 01637 871 871 Asda Transport Assessment HBH10093

APPENDIX F

Train Service Timetable

APPENDIX F GENERAL INFORMATION

This timetable shows the full service between For further information about travelling with us please The Devon and Cornwall Rail Partnership Penzance and St Erth to St Ives – pick up a copy of Travelling with First Great The Devon and Cornwall Rail Partnership works The . Western, available at all staffed stations. to promote travel on rural branch lines in Devon and Cornwall and seeks improvements to T E H N Engineering work may affect the services in this Information correct at time of going to press (March services and facilities across the region. Please E LI S Y timetable, particularly at weekends. Please check 2010). For the most up-to-date timetable information visit www.carfreedaysout.com or T IVES BA before travelling by visiting please create a bespoke timetable at call 01752 233 094 for further information. www.firstgreatwestern.co.uk or by telephoning www.firstgreatwestern.co.uk/printtimetable or call National Rail Enquiries on 08457 48 49 50 (24 hours, National Rail Enquiries on 08457 48 49 50 (24 hours, calls may be recorded). calls may be recorded).

On Bank Holidays we normally operate an amended service, full details of which will be made available at stations and on our website.

NOTES AND SYMBOLS

Bold Denotes a through service j Until 2 July depart 1239. From 5 July change ad 6 minutes earlier until 2 July and from Light Denotes a connecting service at Par and St Erth 6 September Pink Operates on certain days only k 6 minutes later from 5 July until 3 September af 4 minutes earlier until 2 July and from GW Service operated by First Great Western m 3 minutes later from 5 July until 3 September 6 September z This station has short platforms and cannot n Applies until 2 July and from 6 September ag Change at St Erth and Plymouth until 2 July accommodate the full length of some trains. p Previous night and from 6 September. Change at St Erth and Please listen for announcements regarding q Applies from 5 July until 3 September Par from 5 July until 3 September which section of the train to alight from r 3 minutes later until 2 July and from ah Change at St Erth and Exeter St Davids on t Minimum connection time where different from 6 September Mondays to Thursdays. Change at St Erth and the standard 5 minutes t Change at Plymouth and St Erth Taunton on Fridays T Interchange with the London Underground v 3 minutes earlier on Mondays aj 3 minutes earlier until 2 July and from a Arrival time x Service stops on request. Passengers wishing 6 September c Previous night. Connection departs on to alight must inform the conductor. ak 5 minutes earlier from 5 July until 3 September Monday to Friday nights only Passengers wishing to board must give an bj Arrives 2342 on Fridays d Departure time appropriate hand signal to the driver ce Change at St Erth e Previous night. Connection departs Sunday y 9 minutes earlier until 2 July and from sp Change at St Erth and Plymouth nights only. Change at St Erth 6 September f 4 minutes later on Tuesdays to Fridays from aa 7 minutes earlier until 2 July and from 16 November 6 September g 2 minutes later from 5 July until 3 September ab 5 minutes earlier until 2 July and from h Until 2 July and from 6 September change at 6 September Plymouth and St Erth. From 5 July until ac Until 2 July and from 6 September change at 3 September change at Par and St Erth St Erth and Plymouth

PENZANCE AND ST ERTH TO ST IVES – THE ST IVES BAY LINE

MONDAYS TO FRIDAYS Operator GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW Notes Facilities London Paddington T t d • • 2345c 2350e • • • • • • • 0730 • • 0906h 1006 • • • 1206 • • 1306q • Plymouth d • • 0550 0702ce • 0814f • 0917 • • 1042 1120 • • 1228j 1312 • • • 1512 • 1557n 1631q • Truro z d • • 0709 0826ce • 0934f • 1038 • • 1201 1232 • • 1356k 1424 • • • 1624 • 1724n 1747q • Penzance d 0637 0648 0738 0857 • 0940 1000 1046g • 1141 • 1254 • • 1400 1449m • • 1600 1644 • • • • St Erth z d 0645 0714 0801 0905 0938 1011 1041 1111 1141 1211 1241 1311 1341 1411 1441 1511 1541 1611 1641 1711 1741 1811 1841 1911 Lelant Saltings d • • • 0909 0941 1014 1044 1114 1144 1214 1244 1314 1344 1414 1444 1514 1544 1614 • 1714 • 1814 • 1914 Lelant d 0648x 0717x 0804x 0911x • • • • • • • • • • • • • • 1644x • 1744x 1815x 1844x • Carbis Bay d 0653 0722 0809 0916 0947 • 1050 • 1150 • 1250 • 1350 • 1450 • 1550 • 1649 • 1749 1820 1849 • St Ives a 0659 0727 0814 0920 0952 1024 1055 1124 1155 1224 1255 1324 1355 1424 1455 1524 1555 1624 1655 1724 1755 1825 1855 1925

Operator GW GW GW GW Notes Facilities London Paddington T t d 1406 • 1506 1606 Plymouth d 1755 • 1843 1950 Truro z d 1909 • 1958 2100 Penzance d 1913r • 2016 • St Erth z d 1941 2011 2041 2136 Lelant Saltings d • 2014 • 2139 Lelant d 1944x • 2044x 2141x Carbis Bay d 1949 • 2049 2146 St Ives a 1958 2024 2055 2150

SATURDAYS UNTIL 4 SEPTEMBER Operator GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW GW Notes Facilities London Paddington T t d • • 2345p • • • • • • • • 0730 • • 0906 1006 • • 1106 1206 • 1306ce 1406 1506t Plymouth d • • 0550 • • 0816 • • 0924 • 1033 1123 • • 1230 1316 1351 • 1426 1512 • 1628ce 1752 1854 Truro z d • • 0709 • • 0936 • • 1039 • 1155 1234 • • 1340 1428 1504 • 1535 1625 • 1737ce 1916 2007 Penzance d 0637 0650 0718 0857 • 0955 • 1059 • 1158 • 1300 • • 1400 1449 • 1551 1625 1645 1739 1850 1906 • St Erth z d 0645 0714 0801 0905 0938 1011 1041 1111 1141 1211 1241 1311 1341 1411 1441 1511 1541 1611 1641 1711 1759 1858 1950 2048 Lelant Saltings d • • • 0909 0941 1014 1044 1114 1144 1214 1244 1314 1344 1414 1444 1514 1544 1614 1644 1714 1802 1902 1953 2051 Lelant d 0648x 0717x 0804x 0911x • • • • • • • • • • • • • • 1646x • 1804x 1904x 1955x 2053x Carbis Bay d 0653 0722 0809 0916 0947 • 1050 • 1150 • 1250 • 1350 • 1450 • 1550 • 1651 1721 1809 1909 2000 2058 St Ives a 0659 0727 0814 0920 0952 1024 1055 1124 1155 1224 1255 1324 1355 1424 1455 1524 1555 1624 1655 1726 1813 1913 2004 2102

Operator GW Notes Facilities London Paddington T t d 1606 Plymouth d 1928 Truro z d 2041 Penzance d 2132 St Erth z d 2146 Lelant Saltings d 2147 Lelant d 2149x Carbis Bay d 2154 St Ives a 2200 x • GW 1506 1900 2013 2058 2102 2048 2051 2053 x GW 1406 1752 1916 1906 1950 1953 2000 2004 1955 x GW 1850 1858 1902 1909 1913 1904 1306ce 1628ce 1737ce x • GW 1603 1724 1739 1759 1802 1809 1813 1804 • GW 1206 1511 1624 1643 1711 1714 1721 1726 x x • • • • GW GW 1735 1856 1900 1930 1933 1940 1945 1641 1644 1651 1655 1357t 1935 1646 x • • • GW GW 1257 1635 1747 1750 1358 1524 1551 1824 1827 1834 1839 1611 1614 1624 1829 x • • • • • • GW GW 1157 1536 1648 1734 1739 1541 1544 1550 1555 1724 1727 1729 • • • • • • • GW GW 1006 1313 1426 1449 1511 1514 1524 1641 1644 1650 1655 • • • GW GW 1230 1354 1400 1057 1420 1531 1549 1441 1444 1611 1614 1450 1455 1624 0906t • • • • • • • • • • GW GW 1530 1541 1544 1411 1414 1424 1550 1555 x • • • • • • • • • • GW GW GW 1735 1856 1900 1445 1940 1945 1930 1933 1511 1514 1341 1344 1350 1355 1524 1357t 1935 x • • • • • GW GW GW 1257 1635 1747 0730 1124 1236 1300 0857 1255 1404 1840 1845 1830 1833 1324 1441 1444 1450 1455 1311 1314 1835 x • • • • • GW GW GW 1536 1656 1720 0800 1215 1331 1350 1033 1155 1741 1744 1751 1756 1411 1414 1241 1244 1250 1255 1424 1157t 1746 • • • • • • • • • • • • • • GW GW GW 0951 1111 1149 1211 1214 1711 1714 1724 1224 1341 1344 1350 1355 • • • • • • • • • • GW GW GW 1610 1114 1234 1256 0920 1041 1650 1655 1141 1144 1150 1155 1324 1641 1644 1311 1314 • • • • • • • • • GW GW GW 1057 1420 1531 1549 1030 1158 1230 1059 1611 1614 1241 1244 1111 1114 1250 1255 1624 1124 • • • • • • • • • • • • • GW GW GW 1530 1140 1000 1541 1544 1211 1214 1041 1044 1224 1550 1555 1050 1055 • • • • • • • • • • GW GW GW 1445 0915 1040 1059 0816 0936 0943 1511 1514 1141 1144 1011 1014 1150 1155 1524 1024 • • • • • • • • • • • • • GW GW GW 0857 1255 1404 1124 1441 1444 1450 1455 1111 1114 0938 0941 0947 0952 x • • • • • • • GW GW GW 0757 1211 1324 1350 0947 0916 0920 1411 1414 1030 1033 1039 1044 1424 0857 0905 0909 0911 0628ce 0739ce x • • • • • • • • • • • GW GW GW 0550 0709 0735 0930 0801 1000 1004 0809 0814 1014 1341 1344 1350 1355 2345p 0804 x • • • • • • • • • • • • GW GW GW 1114 1234 1256 0641 0650 0722 0727 1311 1314 0714 0941 1324 0927 0931 0717 x x x • • • • • • • • • • GW GW GW GW 1030 1158 1200 1907 2025 2132 0653 0659 1234 1237 2146 2147 2154 2200 1243 1248 0845 0853 0857 0904 0909 0637 0645 0648 2149 0859 a a a a d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d d z z z z z z z z T t T t T t T t

Lelant Ives St London Paddington Truro Penzance Erth St Operator Notes Facilities St Erth St Lelant Ives St Facilities London Paddington Truro Penzance St Ives St Operator Notes Penzance Erth St Lelant Operator Notes Facilities London Paddington Truro Lelant Ives St London Paddington Truro Penzance Erth St Operator Notes Facilities Plymouth Saltings Lelant Bay Carbis Lelant Saltings Lelant Bay Carbis Carbis Bay Carbis Plymouth Plymouth Saltings Lelant Plymouth Saltings Lelant Bay Carbis

SATURDAYS FROM 11 SEPTEMBER SUNDAYS UNTIL 5 SEPT SUNDAYS FROM 12 SEPT

365523/02

MONDAYS TO FRIDAYS TO MONDAYS SATURDAYS UNTIL 4 SEPTEMBER 4 UNTIL SATURDAYS Lelant Saltings Carbis Bay Lelant Saltings Carbis Bay Lelant Saltings Carbis Bay Lelant Saltings Carbis Bay Plymouth Plymouth Plymouth Plymouth Notes Operator Paddington London Truro Penzance St Erth Lelant St Ives Facilities Notes Operator Paddington London Truro Penzance St Erth Lelant St Ives Facilities Notes Operator Paddington London Truro Penzance St Erth Lelant St Ives Facilities Notes Operator THESTIVESBAY LINE ST IVESTOERTH ANDPENZANCE– London Paddington London Truro Penzance St Erth Lelant St Ives Facilities

T t T t T t T t

z z z z z z z z z

d d d d d d d d d d d d d d d d a a a a a a a a a a a a a a a a a a a a 0300 123 2350 123 0300

2210 0707 0708 0712 2010 2005 0713 2229 2216 2213 2205 2202 0702 0659 1955 0703 0700 1314 0926 0802 0800 2221 2058 2041 GW GW GW GW call journey your affect that issues on advice and help For

• • • • • • • • • • • • www.passengerfocus.org.uk www.passengerfocus.org.uk

x x x 0736 Focus Passenger 2033 0736 0800v 0731 0728 0741 0741 2028 2025 0731 0728 2039 2036 1338 0941 0819 2054 GW GW GW

• • • • • • • • •

x recorded be may calls hours, 24 Daily, x x 1354ce 1018ce 0900ce 1343ce 1015ce 0902ce fares and times train For 0823 0823 2103

0818 0815 0840 0827 0840 0827 0818 0815 2055 2109 2106 0543 2346 2225 2131

GW GW GW

• • • 50 49 48 08457 x www.nationalrail.co.uk x x

0003ce 2246ce 2200 0930 0930 2155 2152 Enquiries Rail National 0925 0922 0925 0922 2219 2206 2203 0936 0933 0936 0933 1139 1018 GW GW GW • • • • • • •

x x x We are open 0700 – 2200 daily 2200 – 0700 open are We

1028y 1003 1005 0953 0953 08457 000 125 000 08457 on us call or 1523 1159 1039 1019 www.firstgreatwestern.co.uk 1524 1156 1039 GW GW

• • • • • • For tickets, information, real-time updates and offers visit offers and updates real-time information, tickets, For 1251ab Services Customer Western Great First 1622ac 1130aa 1028 1025 1039 1035 1040 1035 1028 1025

GW GW

• • • • • • • For more information more For 1107 1108 1055 1055 1621 1258 1143 1128 1125 GW GW

• • • • • • • • • company. Railway Western Great development and progress, building on the vision of the original original the of vision the on building progress, and development

1128 1125 1128 1125 1139 1135 1139 1135 1721 1357 1242 1341 1220

GW GW First Great Western is pleased to help celebrate 175 years of railway railway of years 175 celebrate help to pleased is Western Great First

• • • • •

years 175 1208 Celebrating 1208 1155 1155 1242 1237 GW GW • • • • • • • • • • • • 1821sp 1228 1225 1228 1225 1239 1235 1239 1235 1451 1331 1316 1521 1337 1319 GW GW • • • 1308 1308 1255 1255 GW GW • • • • • • • • • • • • • • Penzance 1328 1325 1328 1325 1339 1335 1339 1335 1924 1556 1440 GW GW • • • • • • • 1445ad 1409 1405 1407 1405 1355 1355 1922 1557 1440 1429 GW GW • • • • • • • St Erth 2038ag 1531af 1428 1425 1439 1435 1439 1435 1428 1425 1652 1512 1648 1527 1517 GW GW • • • 1509 1505 1509 1505 1455 1455 1547 GW GW Lelant Saltings • • • • • • • • • • • 1539 1535 1539 1535 1528 1525 1528 1525 2121 1757 1641 1554 2132 1750 1632 1624 GW GW • •

Train Times Lelant 1555 1555 1609 1605 1609 1605 1818 1705 GW GW • • • • • • • • • • Penzance and St Erth 2230ah 2226sp 1639 1635 1639 1635 1628 1625 1628 1625 1842 1722 1709 1851 1726 1713 GW GW to St Ives • • The St Ives Bay Line Carbis Bay 1709 1705 1710 1707 1655 1700 1657 GW GW • • • • • • • • • • • 2350bj 1733 1735 1807n 1739 1736 1728 1725 1741 1738 1730 1727 1938 1822 2338 1938 1821 1825 23 May 2010 to GW GW 11 December 2010 St Ives x x 2110ce 1943ce 1825 1835q 1809 1805 1755 1844 1831 1828 1820 1817 GW GW • • • • • • x 1933 1833 1940 1936 1928 1925 1840 1836 1828 1825 1957 GW GW • • • • • • • x x 2120ak 1956aj 2018 1910 2013 2010 1855 2023 2021 1934 2049 GW GW • • • • • • • x 2120 1933 2115 2112 1928 1925 2125 2123 1940 1936 2328 2212 GW GW • • • • • • x x x • • GW 2212 2328 2123 2125 2112 2115 2120 x • • • GW 2041 2010 2013 2021 2023 2018 x • • • GW 1957 1925 1928 1936 1940 1933 x • GW 1817 1820 1828 1831 1844 1825 1943ce 2110ce x GW 1807 1821 1938 2338 1727 1730 1738 1741 1735 x • • • • • GW GW 0506 1950 1953 2001 2004 2014 1657 1700 1707 1710 1958 2043ce 2200ce x • • • • • GW GW 1939 1709 1722 1842 1840 1843 1851 1853 1625 1628 1635 1639 1848 x • • • • • • GW GW 1831 1828 1950 1751 1753 1605 1609 1555 1740 1743 1748 0013sp • • • GW GW 1607 1632 1750 2132 1731 1801 1916 2316 1656 1525 1528 1535 1539 1705 1707 • • • • • • • • • • GW GW 1659 1625 1628 1455 1505 1509 1635 1637 x • • • • • • • • GW GW GW 1514 1527 1648 2001 2004 2014 1950 1953 1435 1439 1605 1607 1425 1428 1556 1958 2043ce 2200ce 2037sp x • • • • GW GW GW 1939 1936 2059 1435 1440 1557 1922 1614 1630 1742 2112 1901 1903 1525 1528 1850 1853 1355 1405 1407 1535 1537 1858 x • • • • • • • • • • • • • GW GW GW 1831 1545 1705 1807 1811 1335 1339 1505 1509 1757 1325 1328 1456 1804 • • • • • • • • • • • • • • GW GW GW 1525 1641 2022 1425 1428 1255 1735 1739 1308 1435 1439 1725 1728 • • • • • • • • GW GW GW 1738 1801 1916 2316 1320 1337 1459 1434 1705 1709 1235 1239 1405 1409 1356 1656 1225 1228 1821sp • • • • • • • • • • • • GW GW GW 1237 1414 1430 1555 1325 1328 1155 1625 1628 1635 1639 1208 1335 1339 2024sp • • • • • • • • • • GW GW GW 1651 1807 2159 1158 1227 1349 1605 1609 1305 1309 1135 1139 1556 1125 1128 1256 1721sp • • • • • • • • • • • GW GW GW 1621 1318 1338 1454 1829 1124 1525 1528 1225 1228 1055 1535 1537 1235 1237 1107 • • • • • • • • GW GW GW 1545 1705 1114 1237 1623 1245 1312 1428 1156 1456 1505 1509 1205 1209 1035 1039 1025 1028 2112sp • • • • • • • GW GW GW 1525 1641 2029 1221 1337 1729 1019 1040 1158 1522 1425 1428 0953 1435 1439 1135 1139 1003 1125 1128 x • • • • • • • • • GW GW GW 1017 1133 1434 1124 1140 1257 1630 0933 0936 1356 1050 0922 0925 1405 1409 1059 1103 0930 x • • • • • • • • GW GW GW 1409 1430 1555 1015 0815 0818 1335 1339 1024 1028 0827 0840 1325 1328 0823 0902ce 1015ce 1346ce 2021sp x • • • • • • • GW GW GW 1029 1143 1529 0819 0941 1321 1318 1338 1454 1829 1249 0942 0728 0731 1258 1300 0951 0953 0741 0736 x x x x • • • • • • • • • • GW GW GW GW 1004 1117 1245 1312 1428 0800 1211 1214 1222 1225 0910 0913 0921 0924 2202 2205 2213 2216 2229 0659 0702 0712 1219 0918 2210 0707 a a a a a a a a a a a a a a a a a a a a d d d d d d d d d d d d d d d d z z z z z z z z T t T t T t T t

Truro London Paddington St Ives St Lelant Erth St Penzance Operator Notes Facilities St Erth St Penzance Truro London Paddington Facilities Ives St Lelant London Paddington Operator Notes St Erth St Penzance Truro Operator Notes Facilities Ives St Lelant Penzance Truro London Paddington St Ives St Lelant Erth St Operator Notes Facilities Plymouth Plymouth Plymouth Plymouth Carbis Bay Carbis Saltings Lelant Lelant Saltings Lelant Carbis Bay Carbis Carbis Bay Carbis Saltings Lelant Carbis Bay Carbis Saltings Lelant

SATURDAYS FROM 11 SEPTEMBER SUNDAYS UNTIL 5 SEPT SUNDAYS FROM 12 SEPT Train Times Plymouth to Penzance

6 September 2010 Plymouth

to 11 December 2010 Gunnislake

Looe

&

&

Bodmin Parkway

Par

Newquay

& Eden Project St Austell Truro

Falmouth

Redruth Helston &

St. Ives

St. Erth

Penzance General Information

This timetable shows the full service from Plymouth to Penzance with connections from London, Birmingham, Bristol and Exeter and to and from all Cornish branch lines.

A summary of services on the Cornish branch lines can be found on pages 34 and 36.

There are 40 timetables covering all of our routes. Please see posters at stations or visit www.firstgreatwestern.co.uk/whichtimetable

Engineering work may affect the services in this timetable, particularly at weekends. Please check before travelling by visiting www.firstgreatwestern.co.uk or by telephoning National Rail Enquiries on 08457 48 49 50 (24 hours, calls may be recorded).

On Bank Holidays we normally operate an amended service, full details of which will be made available at stations and on our website.

For further information about travelling with us please pick up a copy of Travelling with First Great Western from your nearest staffed station.

Information correct at time of going to press (March 2010). For the most up-to-date timetable information please create a bespoke timetable at www.firstgreatwestern.co.uk/printtimetable or call National Rail Enquiries on 08457 48 49 50 (24 hours, calls may be recorded).

The Devon and Cornwall Rail Partnership The Devon and Cornwall Rail Partnership works to promote travel on rural branch lines in Devon and Cornwall and seeks improvements to services and facilities across the region. Please visit www.carfreedaysout.com or call 01752 233 094 for further information.

The information in this timetable was as accurate as possible when printed.

Front cover map for illustrative purposes only. MONDAYS TO FRIDAYS PLYMOUTH TO PENZANCE

Operator GW GW XC XC GW GW GW Notes MX NR MO © MX © MO NR Facilities $ + @ 1 ] 1 ] $ + @ London Paddington T t d • 2345p • • • 2350p • Reading 7 d • 0037u • • • 0037u • Birmingham New Street w d • • • • • • • Bristol Temple Meads 0 d • • • • • • • Taunton d • 0235 • • • • • Exeter St Davids 6 d • 0412 • • • 0435 • Newton Abbot d • 0434 • • • 0456 • Totnes z d • • • • • • • Ivybridge z d • • • • • • • Plymouth d 0506 0550 0550 0628 • 0630 0640 Devonport z d • • • • • • 0643 Dockyard d • • • • • • 0644x Keyham d • • • • • • 0646x Gunnislake a 0549 • • • • • 0726 St Budeaux Ferry Road d • • • • • • • z d • • • • • • • St Germans z d • • • • • • • Menheniot z d • • • • • • • Liskeard z 6 d • 0615 0615 0651 • 0709 • a • • • 0743 • 0743 • Parkway z d • 0629 0629 0703 • 0723 • Wadebridge Bus Station & a • • 0755 0755 • • • Padstow Old Railway Station & a • • 0827 0827 • • • z d • 0635 0635 0709 • 0729 • Par z d • 0642 0642 0715 • 0737 • Newquay a • 0744 0744 • • • • St Austell z d • 0650 0650 0722 • 0745 • The Eden Project & a • • • • • • • Truro z d • 0710 0709 0739 • 0805 • Penryn a • 0730 0730 0802 • 0834 • Falmouth Docks a • 0740 0740 0812 • 0844 • Redruth z d • 0723 0723 0750 • 0819 • Helston, Coinagehall Street & a • 0838 0838 • • • • Camborne z d • 0730 0730 0757 • 0826 • Hayle z d • 0739 0739 0805 • 0837 • St Erth z d • 0744 0744 0812 0828 0843 • St Ives a • 0814 0814 • • • • Penzance a • 0800 0757 0819 0840 0859 •

a Arrival time d Departure time p Previous night u Stops to pick up only x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver MO Service operates Mondays only MX Service operates Tuesdays to Fridays only NR The

For standard notes and symbols see inside back cover 3 MONDAYS TO FRIDAYS PLYMOUTH TO PENZANCE

Operator GW GW GW GW GW GW GW Notes ; MV ; t Facilities 1 + ] ] 1 ] + London Paddington T t d • • • • 0530e • 0730 Reading 7 d • • • • 0556e • 0757 Birmingham New Street w d • • • • 0642 • 0712 Bristol Temple Meads 0 d • 0524c 0634 0626 0811 • 0913 Taunton d • 0618 0708 0724 0843 • 0946 Exeter St Davids 6 d • 0656 0736 0801 0931 • 1014 Newton Abbot d • 0726 0757 0830 0955 • 1035 Totnes z d • 0740 0809 0843 1008 • 1049 Ivybridge z d • 0756 • 0900 1025 • • Plymouth d 0702 0814 0854 0917 1042 1046 1120 Devonport z d 0707 0818 0857 0922 • 1049 • Dockyard d • • 0858x • • 1050x • Keyham d • • 0900x • • 1052x • Gunnislake a • • 0940 • • 1132 • St Budeaux Ferry Road d • • • • 1048 • • Saltash z d 0715 0825 • 0929 1053 • • St Germans z d 0722 0832 • 0936 1100 • • Menheniot z d • • • • • • • Liskeard z 6 d 0734 0844 • 0948 1112 • 1143 Looe a 0904 • • 1031 1144 • 1245 Bodmin Parkway z d 0746 0856 • 1000 1124 • 1156 Wadebridge Bus Station & a 0900 1000 • 1100 1200 • 1300 Padstow Old Railway Station & a 0927 1027 • 1127 1227 • 1327 Lostwithiel z d 0752 0901 • 1005 1129 • • Par z d 0759 0908 • 1012 1136 • 1207 Newquay a • 1009 • • • • 1301 St Austell z d 0807 0916 • 1020 1143 • 1215 The Eden Project & a 0857 0949 • 1057 1209 • 1249 Truro z d 0826 0934 • 1038 1201 • 1232 Penryn a 0904 1004 • 1104 1234 • 1304 Falmouth Docks a 0914 1014 • 1114 1244 • 1314 Redruth z d 0838 0947 • 1051 1214 • 1245 Helston, Coinagehall Street & a 0937 1047 • 1137 • • 1337 Camborne z d 0846 0953 • 1057 1220 • 1252 Hayle z d 0854 1000 • 1104 1227 • • St Erth z d 0859 1008 • 1112 1230 • 1303 St Ives a 0920 1024 • 1155 1255 • 1324 Penzance a 0912 1019 • 1125 1242 • 1316

a Arrival time c On Tuesdays to Fridays from 16 November this train starts at Weston-super-Mare. A connecting service is available from Bristol Temple Meads departing at 0436 d Departure time e Change at Bristol Temple Meads and Exeter St Davids x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver MV The Merchant Venturer

For standard notes and symbols see inside back cover 4 MONDAYS TO FRIDAYS PLYMOUTH TO PENZANCE

Operator GW GW GW GW GW GW GW Notes CR ; RD ; Facilities 1 ] + 1 ] + London Paddington T t d 0906 • 1006 • 1106 1206 • Reading 7 d 0932u • 1032u • 1132u 1232u • Birmingham New Street w d 0812 0912 • 1012 • 1112 1212 Bristol Temple Meads 0 d 0944 1044 • 1144 • 1244 1344 Taunton d 1048 1118 • 1217 1302 1318 1417 Exeter St Davids 6 d 1119 1148 1209 1245 1333 1409 1445 Newton Abbot d 1139 1208 1230 1304 1354 1430 1504 Totnes z d 1153 1222 • 1317 1407 1422 1517 Ivybridge z d • 1225 • • • • 1519 Plymouth d 1239 1255 1312 1354 1454 1512 1557 Devonport z d • 1258 • • 1457 • 1600 Dockyard d • 1259x • • 1458x • 1601x Keyham d • 1301x • • 1500x • 1603x Gunnislake a • 1341 • • 1540 • • St Budeaux Ferry Road d • • • • • • 1606 Saltash z d 1248 • • 1403 • • 1611 St Germans z d 1255 • • 1410 • • 1618 Menheniot z d • • • • • • 1625x Liskeard z 6 d 1307 • 1335 1422 • 1535 1632 Looe a 1350 • • 1456 • 1611 1711 Bodmin Parkway z d 1319 • 1348 1434 • 1548 1644 Wadebridge Bus Station & a 1400 • 1500 1600 • 1700 1800 Padstow Old Railway Station & a 1427 • 1527 1627 • 1727 1827 Lostwithiel z d 1324 • • 1439 • • 1649 Par z d 1331 • 1359 1446 • 1559 1656 Newquay a • • 1455 • • 1702 • St Austell z d 1338 • 1407 1453 • 1607 1705 The Eden Project & a 1414 • 1457 1521 • 1657 1757 Truro z d 1356 • 1424 1511 • 1624 1724 Penryn a 1434 • 1504 1534 • 1705 1812 Falmouth Docks a 1444 • 1514 1544 • 1715 1822 Redruth z d 1409 • 1437 1524 • 1637 1737 Helston, Coinagehall Street & a • • 1537 1637 • 1742 1847 Camborne z d 1415 • 1445 1530 • 1645 1743 Hayle z d 1422 • 1455 1537 • • 1750 St Erth z d 1426 • 1459 1542 • 1656 1754 St Ives a 1455 • 1524 1624 • 1724 1825 Penzance a 1439 • 1512 1554 • 1709 1807

a Arrival time d Departure time u Stops to pick up only x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver CR The Cornish Riviera RD The Royal Duchy

For standard notes and symbols see inside back cover 5 MONDAYS TO FRIDAYS PLYMOUTH TO PENZANCE

Operator GW GW GW GW GW GW GW Notes ; ; t Facilities 1 ] + 1 ] + London Paddington T t d 1306 • 1406 • • • 1506 Reading 7 d 1332u • 1432u • • • 1532u Birmingham New Street w d • • 1342 1412 • • • Bristol Temple Meads 0 d • • 1513 1544 • • 1553 Taunton d 1448 • 1550 1617 • • 1705 Exeter St Davids 6 d 1519 • 1621 1645 • • 1736 Newton Abbot d 1540 1558 1642 1704 • • 1757 Totnes z d 1553 1611 1655 1717 • • 1810 Ivybridge z d • 1628 • 1721 • • • Plymouth d 1637 1706 1726 1755 1817 1823 1843 Devonport z d 1640 1709 • • 1820 1826 • Dockyard d 1641x 1710x • • 1821x 1827x • Keyham d 1643x 1712x • • 1823x 1829x • Gunnislake a 1725 • • • • 1909 • St Budeaux Ferry Road d • 1715 • • 1825 • • Saltash z d • 1720 1736 1803 1831 • • St Germans z d • 1727 1743 • 1838 • • Menheniot z d • 1734x • • 1845x • • Liskeard z 6 d • 1740a 1755 1820 1853a • 1908 Looe a • • 1833 • • • 1948 Bodmin Parkway z d • • 1807 1832 • • 1919 Wadebridge Bus Station & a • • 1900 • • • 2000 Padstow Old Railway Station & a • • 1927 • • • 2027 Lostwithiel z d • • 1813 1837 • • • Par z d • • 1820 1844 • • 1930 Newquay a • • 1921 • • • • St Austell z d • • 1828 1851 • • 1938 The Eden Project & a • • • • • • • Truro z d • • 1846 1909 • • 1958 Penryn a • • 1914 • • • 2015 Falmouth Docks a • • 1924 • • • 2025 Redruth z d • • 1858 1922 • • 2008 Helston, Coinagehall Street & a • • 1947 • • • • Camborne z d • • 1907 1928 • • 2017 Hayle z d • • 1916 1935 • • • St Erth z d • • 1920 1940 • • 2027 St Ives a • • • 1956 • • 2055 Penzance a • • 1934 1953 • • 2041

a Arrival time d Departure time u Stops to pick up only x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver

For standard notes and symbols see inside back cover 6 MONDAYS TO FRIDAYS PLYMOUTH TO PENZANCE

Operator XC GW XC GW GW XC GW Notes © ; t © ; t © GH ; t Facilities 1 ] 1 ] + 1 ] 1 ] + 1 ] | 1 ] + London Paddington T t d • 1606 • • 1703 • 1803 Reading 7 d • 1632u • • 1731u • 1832u Birmingham New Street w d 1512 1542 1612 • • 1712 • Bristol Temple Meads 0 d 1644 1714 1744 • • 1844 • Taunton d 1717 1750 1818 • 1852 1917 1948 Exeter St Davids 6 d 1745 1821 1847 • 1922 1945 2016 Newton Abbot d 1812 1843 1907 • 1943 2006 2036 Totnes z d 1824 1856 1920 • 1957 2018 2049 Ivybridge z d • 1912 • • • • • Plymouth d 1900 1931 1950 • 2029 2052 2120 Devonport z d • • • • • • • Dockyard d • • • • • • • Keyham d • • • • • • • Gunnislake a • • • • • • • St Budeaux Ferry Road d • • • • • • • Saltash z d • 1941 • • 2039 • • St Germans z d • • • • 2046 • • Menheniot z d • • • • • • • Liskeard z 6 d 1923 1957 2013 • 2057 2115 2144 Looe a • • • • • • • Bodmin Parkway z d 1935 2009 2026 • 2109 2128 2158 Wadebridge Bus Station & a • • • • • 2230 • Padstow Old Railway Station & a • • • • • 2257 • Lostwithiel z d • • • • • 2133 • Par z d 1945 2020 2036 • 2120 2140 2209 Newquay a • 2120 • • • • • St Austell z d 1952 2028 2043 • 2128 2147 2217 The Eden Project & a • • • • • • • Truro z d 2010 2046 2100 • 2145 2204 2235 Penryn a • 2117 • • • 2222 • Falmouth Docks a • 2127 • • • 2232 • Redruth z d 2025 2058 2115 • 2158 2215 2247 Helston, Coinagehall Street & a • 2147 • • • • 2351 Camborne z d 2033 2107 2122 • • 2223 • Hayle z d • • • • 2210 2231 • St Erth z d 2044 2117 2133 2207 2217 2235 • St Ives a • 2150 • • • • • Penzance a 2054 2131 2142 2219 2230 2245 2312

a Arrival time d Departure time u Stops to pick up only GH The Golden Hind

For standard notes and symbols see inside back cover 7 MONDAYS TO FRIDAYS PLYMOUTH TO PENZANCE

Operator GW GW Notes ; Facilities 1 $ + London Paddington T t d • 1903f Reading 7 d • 1932g Birmingham New Street w d • 1812h Bristol Temple Meads 0 d • • Taunton d • 2054f Exeter St Davids 6 d • 2122f Newton Abbot d • 2143f Totnes z d • 2157f Ivybridge z d • • Plymouth d 2130 2228 Devonport z d 2133 • Dockyard d 2134x • Keyham d 2136x • Gunnislake a 2216 • St Budeaux Ferry Road d • • Saltash z d • 2238 St Germans z d • 2245 Menheniot z d • • Liskeard z 6 d • 2257 Looe a • • Bodmin Parkway z d • 2311 Wadebridge Bus Station & a • • Padstow Old Railway Station & a • • Lostwithiel z d • 2316 Par z d • 2323 Newquay a • • St Austell z d • 2331 The Eden Project & a • • Truro z d • 2349 Penryn a • • Falmouth Docks a • • Redruth z d • 0002 Helston, Coinagehall Street & a • • Camborne z d • 0009 Hayle z d • 0016 St Erth z d • 0020 St Ives a • • Penzance a • 0038

a Arrival time d Departure time f Fridays only. On Mondays to Thursdays passengers should change at Plymouth g Stops to pick up only. Fridays only. On Mondays to Thursdays passengers should change at Plymouth h Change at Taunton and Plymouth on Mondays to Thursdays and Taunton only on Fridays x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver

For standard notes and symbols see inside back cover 8 SATURDAYS PLYMOUTH TO PENZANCE

Operator GW GW XC GW GW GW GW Notes NR $ © Facilities 1 + @ 1 ] | ] London Paddington T t d • 2345p • • • • • Reading 7 d • 0037 • • • • • Birmingham New Street w d • • • • • • • Bristol Temple Meads 0 d • • • • • 0524j • Taunton d • 0225 • • • 0618 • Exeter St Davids 6 d • 0300 • • • 0653 • Newton Abbot d • 0322 • • • 0726 • Totnes z d • • • • • 0740 • Ivybridge z d • • • • • 0756 • Plymouth d • 0550 0628 • 0640 0815 0850 Devonport z d • • • • 0643 0818 0853 Dockyard d • • • • 0644x • 0854x Keyham d • • • • 0646x • 0856x Gunnislake a • • • • 0726 • 0936 St Budeaux Ferry Road d • • • • • • • Saltash z d • • • • • 0825 • St Germans z d • • • • • 0832 • Menheniot z d • • • • • • • Liskeard z 6 d • 0615 0651 • • 0844 • Looe a • • 0743 • • • • Bodmin Parkway z d • 0629 0703 • • 0856 • Wadebridge Bus Station & a • • 0755 • • 1000 • Padstow Old Railway Station & a • • 0827 • • 1027 • Lostwithiel z d • 0635 0709 • • 0901 • Par z d 0609 0642 0715 • • 0908 • Newquay a • 0744 • • • 1010 • St Austell z d 0616 0650 0722 • • 0916 • The Eden Project & a • • 0857 • • 0949 • Truro z d 0641 0710 0739 • • 0934 • Penryn a • 0730 0802 • • 1004 • Falmouth Docks a • 0741 0812 • • 1014 • Redruth z d 0654 0723 0750 • • 0947 • Helston, Coinagehall Street & a • • 0829 • • 1047 • Camborne z d 0700 0730 0757 • • 0953 • Hayle z d 0707 • 0805 • • 1000 • St Erth z d 0710 0744 0812 0828 • 1008 • St Ives a 0727 0814 0920 • • 1024 • Penzance a 0723 0800 0819 0840 • 1019 •

a Arrival time d Departure time j From 20 November this train starts at Weston-super-Mare at 0549. A connecting service is available from Bristol Temple Meads departing at 0440 p Previous night x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver NR The Night Riviera

For standard notes and symbols see inside back cover 9 SATURDAYS PLYMOUTH TO PENZANCE

Operator GW GW GW GW GW GW GW Notes ; Facilities ] 1 ] + London Paddington T t d • • • • 0730 0906 • Reading 7 d • • • • 0757 0932 • Birmingham New Street w d • • 0642 • 0712 0812 0912 Bristol Temple Meads 0 d 0636 • 0811 • 0917 0944 1044 Taunton d 0725 • 0843 • 0951 1048 1117 Exeter St Davids 6 d 0805 • 0928 • 1018 1120 1145 Newton Abbot d 0833 • 0949 • 1039 1139 1205 Totnes z d 0846 • 1002 • 1052 1153 1217 Ivybridge z d 0903 • 1019 • • 1208 • Plymouth d 0920 0951 1033 1046 1124 1230 1254 Devonport z d 0923 0954 • 1049 • • 1257 Dockyard d • • • 1050x • • 1258x Keyham d • • • 1052x • • 1300x Gunnislake a • • • 1132 • • 1340 St Budeaux Ferry Road d • • 1039 • • • • Saltash z d 0930 1001 1044 • • 1239 • St Germans z d 0937 1008 1051 • • 1246 • Menheniot z d • 1015x • • • • • Liskeard z 6 d 0949 1022 1103 • 1147 1258 • Looe a 1029 • 1136 • 1243 1355 • Bodmin Parkway z d 1001 1034 1115 • 1159 1310 • Wadebridge Bus Station & a 1100 • 1200 • 1300 1400 • Padstow Old Railway Station & a 1127 • 1227 • 1327 1427 • Lostwithiel z d 1007 1039 1120 • • 1315 • Par z d 1014 1046 1127 • 1210 1322 • Newquay a • • • • 1307 • • St Austell z d 1022 1054 1137 • 1218 1329 • The Eden Project & a 1057 1157 1224 • 1257 1357 • Truro z d 1041 1111 1155 • 1236 1354 • Penryn a 1104 1134 1234 • 1304 1434 • Falmouth Docks a 1114 1144 1244 • 1314 1444 • Redruth z d 1054 1124 1208 • 1248 1407 • Helston, Coinagehall Street & a 1137 1237 • • 1337 • • Camborne z d 1100 1130 1214 • 1256 1413 • Hayle z d 1107 1137 1221 • • 1420 • St Erth z d 1112 1144 1224 • 1306 1424 • St Ives a 1155 1224 1255 • 1324 1455 • Penzance a 1124 1158 1237 • 1320 1435 •

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver

For standard notes and symbols see inside back cover 10 SATURDAYS PLYMOUTH TO PENZANCE

Operator GW GW GW GW GW GW GW Notes CR ; ; ; Facilities 1 ] + 1 ] + 1 ] + London Paddington T t d 1006 • 1106 1206 • 1306 • Reading 7 d 1032 • 1132 1232 • 1332 • Birmingham New Street w d • 1012 • 1112 1212 • • Bristol Temple Meads 0 d • 1144 • 1244 1344 • • Taunton d • 1217 1302 1317 1417 1448 • Exeter St Davids 6 d 1210 1245 1333 1411 1445 1519 • Newton Abbot d 1231 1305 1354 1432 1505 1540 • Totnes z d • 1317 1406 1417 1517 1554 • Ivybridge z d • • 1349 • • • • Plymouth d 1313 1358 1447 1511 1603 1628 1640 Devonport z d • • 1450 • • • 1643 Dockyard d • • 1451x • • • 1644x Keyham d • • 1453x • • • 1646x Gunnislake a • • 1533 • • • 1726 St Budeaux Ferry Road d • • • • • • • Saltash z d • 1407 • • 1612 • • St Germans z d • 1414 • • 1619 • • Menheniot z d • • • • 1627x • • Liskeard z 6 d 1337 1426 • 1535 1633 1651 • Looe a • 1500 • 1613 • 1728 • Bodmin Parkway z d 1350 1438 • 1548 1645 1704 • Wadebridge Bus Station & a 1500 1600 • 1700 • 1800 • Padstow Old Railway Station & a 1527 1627 • 1727 • 1827 • Lostwithiel z d • 1443 • • 1650 • • Par z d 1401 1450 • 1558 1657 • • Newquay a 1454 • • 1702 • • • St Austell z d 1409 1458 • 1606 1705 1719 • The Eden Project & a 1457 1521 • 1657 • 1757 • Truro z d 1426 1524 • 1624 1724 1737 • Penryn a 1504 1604 • 1705 • 1812 • Falmouth Docks a 1514 1614 • 1715 • 1822 • Redruth z d 1439 1536 • 1636 1737 1751 • Helston, Coinagehall Street & a 1537 1637 • 1742 • 1847 • Camborne z d 1447 1542 • 1645 1743 1759 • Hayle z d 1457 1550 • • 1750 1808 • St Erth z d 1501 1552 • 1655 1754 1813 • St Ives a 1524 1624 • 1726 1813 1913 • Penzance a 1514 1607 • 1709 1807 1826 •

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver CR The Cornish Riviera

For standard notes and symbols see inside back cover 11 SATURDAYS PLYMOUTH TO PENZANCE

Operator GW GW GW GW GW XC GW Notes ; ; ; Facilities 1 ] + 1 ] + 1 ] 1 London Paddington T t d • 1406 • • 1506 • • Reading 7 d • 1432 • • 1532u • • Birmingham New Street w d • 1312 1412 • • 1512 • Bristol Temple Meads 0 d • 1444 1544 • • 1644 • Taunton d • 1548 1617 • 1703 1718 • Exeter St Davids 6 d • 1620 1645 • 1735 1748 1753 Newton Abbot d • 1641 1705 • 1758 1812 1821 Totnes z d • 1653 1717 • 1810 1825 1834 Ivybridge z d • 1710 • • • • 1850 Plymouth d • 1728 1752 1823 1842 1900 1907 Devonport z d • • 1755 1826 • • • Dockyard d • • 1757x 1827x • • • Keyham d • • 1759x 1829x • • • Gunnislake a • • • 1909 • • • St Budeaux Ferry Road d • • 1801 • • • • Saltash z d • • 1806 • • • 1916 St Germans z d • • 1812 • • • 1923 Menheniot z d • • 1819x • • • • Liskeard z 6 d • 1752 1826 • 1907 1924 1935 Looe a • 1833 • • 1959 • • Bodmin Parkway z d • 1803 1838 • 1919 1936 1947 Wadebridge Bus Station & a • 1900 • • 2000 • • Padstow Old Railway Station & a • 1927 • • 2027 • • Lostwithiel z d • • 1844 • • • 1952 Par z d • 1815 1851 • 1930 1947 1959 Newquay a • 1913 • • • • 2107 St Austell z d • 1822 1858 • 1938 1955 2006 The Eden Project & a • • • • • • • Truro z d • 1840 1916 • 1958 2013 2025 Penryn a • 1914 • • 2015 • 2117 Falmouth Docks a • 1924 • • 2026 • 2127 Redruth z d • 1852 1929 • 2008 2026 2038 Helston, Coinagehall Street & a • 1947 • • • • 2147 Camborne z d • 1901 1935 • 2017 2033 2044 Hayle z d • • 1942 • • • • St Erth z d 1832 1911 1946 • 2028 2044 2054 St Ives a • • 2004 • • 2102 • Penzance a 1844 1924 1957 • 2041 2055 2106

a Arrival time d Departure time u Stops to pick up only x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver

For standard notes and symbols see inside back cover 12 SATURDAYS PLYMOUTH TO PENZANCE

Operator XC GW GW XC GW GW Notes © ; © ; Facilities 1 ] 1 ] + 1 ] | 1 ] + London Paddington T t d 1606k • 1706 • 1806 • Reading 7 d 1632k • 1732u • 1832u • Birmingham New Street w d 1612 • • 1712 • • Bristol Temple Meads 0 d 1744 • 1753 1844 • • Taunton d 1817 • 1902 1916 1947 • Exeter St Davids 6 d 1846 • 1934 1944 2015 • Newton Abbot d 1905 • 1954 2004 2037 • Totnes z d 1918 • 2007 2016 2051 • Ivybridge z d 1911 • • • • • Plymouth d 1948 • 2039 2058 2121 2130 Devonport z d • • • • • 2133 Dockyard d • • • • • 2134x Keyham d • • • • • 2136x Gunnislake a • • • • • 2216 St Budeaux Ferry Road d • • • • • • Saltash z d • • 2049 • • • St Germans z d • • 2057 • • • Menheniot z d • • • • • • Liskeard z 6 d 2011 • 2108 2124 2145 • Looe a • • • • • • Bodmin Parkway z d 2024 • 2120 2136 2200 • Wadebridge Bus Station & a • • • 2230 • • Padstow Old Railway Station & a • • • 2257 • • Lostwithiel z d 2029 • • • • • Par z d 2036 • 2131 2146 2210 • Newquay a • • • • • • St Austell z d 2043 • 2142 2154 2218 • The Eden Project & a • • • • • • Truro z d 2100 • 2202 2217 2236 • Penryn a • • 2220 • • • Falmouth Docks a • • 2230 • • • Redruth z d 2112 • 2212 2228 2248 • Helston, Coinagehall Street & a • • • • 2351 • Camborne z d 2118 • • 2235 2257 • Hayle z d 2126 • • • 2304 • St Erth z d 2130 2216 2228 2245 2309 • St Ives a 2200 • • • • • Penzance a 2143 2229 2242 2255 2324 •

a Arrival time d Departure time k Change at Plymouth u Stops to pick up only x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver

For standard notes and symbols see inside back cover 13 SUNDAYS PLYMOUTH TO PENZANCE

Operator XC GW GW GW GW GW GW Notes © A B A Facilities $ ] ] London Paddington T t d • • • • • • • Reading 7 d • • • • • • • Birmingham New Street w d • • • • • • • Bristol Temple Meads 0 d • • • • 0745 0828 • Taunton d • • • • 0839 0930 • Exeter St Davids 6 d • • • • 0914 1005 • Newton Abbot d • • • • 0943 1031 • Totnes z d • • • • 0956 1044 • Ivybridge z d • • • • 1012 • • Plymouth d 0905 0909 0925 0930 1030 1114 1117 Devonport z d • 0912 • 0933 1034 • 1120 Dockyard d • 0914x • 0935x • • 1122x Keyham d • 0916x • 0937x • • 1124x Gunnislake a • 0955 • 1016 • • 1203 St Budeaux Ferry Road d • • • • • • • Saltash z d • • • • 1041 1123 • St Germans z d • • • • 1048 1130 • Menheniot z d • • • • 1056x 1138x • Liskeard z 6 d 0930 • 0949 • 1105 1144 • Looe a • • • • • • • Bodmin Parkway z d 0943 • 1001 • 1120 1156 • Wadebridge Bus Station & a • • • • 1200 • • Padstow Old Railway Station & a • • • • 1227 • • Lostwithiel z d • • 1007 • 1125 1201 • Par z d 0953 • 1014 • 1132 1208 • Newquay a • • • • • • • St Austell z d 0959 • 1021 • 1140 1216 • The Eden Project & a • • 1057 • • 1249 • Truro z d 1017 • 1040 • 1158 1234 • Penryn a • • 1059 • 1229 • • Falmouth Docks a • • 1108 • 1238 • • Redruth z d 1028 • 1053 • 1212 1247 • Helston, Coinagehall Street & a • • 1219 • • • • Camborne z d 1034 • 1059 • 1218 1253 • Hayle z d • • 1106 • 1225 1300 • St Erth z d 1044 • 1110 • 1231 1304 • St Ives a • • 1210 • 1248 1324 • Penzance a 1055 • 1124 • 1245 1318 •

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver A Runs until 19 September B Runs from 26 September

For standard notes and symbols see inside back cover 14 SUNDAYS PLYMOUTH TO PENZANCE

Operator GW GW GW XC GW GW GW Notes B ; ; © A B ; Facilities 1 ] + 1 ] + 1 ] | 1 ] + London Paddington T t d • 0757 0857 • • 0957 1057 Reading 7 d • 0833 0932 • • 1032 1132 Birmingham New Street w d • • • 0912m • • 0912n Bristol Temple Meads 0 d • 0953 • 1044 • • 1144 Taunton d • 1027 1059 1121 • 1156 1247 Exeter St Davids 6 d • 1100 1130 1150 1200 1228 1315 Newton Abbot d • 1127 1152 1209 1221 1249 1337 Totnes z d • 1141 1204 1223 1233 1302 1318 Ivybridge z d • • • • 1249 • • Plymouth d 1140 1211 1235 1255 1313 1345 1420 Devonport z d 1143 • • • 1316 1348 • Dockyard d 1145x • • • 1318x 1350x • Keyham d 1147x • • • 1320x 1352x • Gunnislake a 1226 • • • 1359 1431 • St Budeaux Ferry Road d • • • • • • • Saltash z d • • • • • • • St Germans z d • • • • • • • Menheniot z d • • • • • • • Liskeard z 6 d • 1235 1258 1318 • • 1443 Looe a • • • • • • • Bodmin Parkway z d • 1248 1311 1330 • • 1457 Wadebridge Bus Station & a • • 1400 • • • 1600 Padstow Old Railway Station & a • • 1427 • • • 1627 Lostwithiel z d • • • • • • • Par z d • 1259 1322 1340 • • • Newquay a • • • • • • • St Austell z d • 1306 1329 1347 • • 1512 The Eden Project & a • 1354 • 1457 • • 1557 Truro z d • 1324 1348 1404 • • 1531 Penryn a • 1351 • 1445 • • 1549 Falmouth Docks a • 1400 • 1454 • • 1558 Redruth z d • 1336 1400 1416 • • 1541 Helston, Coinagehall Street & a • 1419 • • • • 1619 Camborne z d • 1345 1409 1423 • • 1550 Hayle z d • • • • • • • St Erth z d • 1357 1421 1433 • • 1600 St Ives a • 1424 • 1455 • • 1624 Penzance a • 1409 1432 1443 • • 1621

a Arrival time d Departure time m Runs until 17 October n Departs 1 hour later until 17 October x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver A Runs until 19 September B Runs from 26 September

For standard notes and symbols see inside back cover 15 SUNDAYS PLYMOUTH TO PENZANCE

Operator GW GW GW GW GW GW GW Notes A B ; A B Facilities 1 ] + London Paddington T t d • 1157 • 1257 1303 1357 1357 Reading 7 d • 1232 • 1332 1337 1432 1432 Birmingham New Street w d 1012n • • 1212m • • • Bristol Temple Meads 0 d 1244 • • 1344m 1455 • • Taunton d 1316 1353 • 1455 1529 1555 1555 Exeter St Davids 6 d 1348 1423 • 1525 1605 1623 1623 Newton Abbot d 1409 1448 • 1546 1631 1642 1642 Totnes z d 1422 1500 • 1600 1647 1658 1658 Ivybridge z d • • • • 1703 • • Plymouth d 1517 1536 1540 1635 1735 1741 1745 Devonport z d 1520 • 1543 • • 1744 1748 Dockyard d 1522x • 1545x • • 1746x 1750x Keyham d 1524x • 1547x • • 1748x 1752x Gunnislake a 1603 • 1626 • • 1827 1831 St Budeaux Ferry Road d • • • • • • • Saltash z d • 1545 • • 1745 • • St Germans z d • 1552 • • 1752 • • Menheniot z d • • • • 1800x • • Liskeard z 6 d • 1604 • 1657 1806 • • Looe a • • • • • • • Bodmin Parkway z d • 1617 • 1709 1818 • • Wadebridge Bus Station & a • • • 1800 • • • Padstow Old Railway Station & a • • • 1827 • • • Lostwithiel z d • 1623 • • 1823 • • Par z d • 1630 • 1722 1830 • • Newquay a • • • • • • • St Austell z d • 1637 • 1728 1838 • • The Eden Project & a • 1729 • • • • • Truro z d • 1656 • 1747 1856 • • Penryn a • 1714 • 1820 • • • Falmouth Docks a • 1723 • 1829 • • • Redruth z d • 1709 • 1759 1909 • • Helston, Coinagehall Street & a • 1819 • • • • • Camborne z d • 1715 • 1807 1915 • • Hayle z d • 1722 • • 1922 • • St Erth z d • 1726 • 1820 1925 • • St Ives a • 1756 • 1845 1945 • • Penzance a • 1738 • 1831 1939 • •

a Arrival time d Departure time m Runs until 17 October n Depart 1 hour later until 17 October x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver A Runs until 19 September B Runs from 26 September

For standard notes and symbols see inside back cover 16 SUNDAYS PLYMOUTH TO PENZANCE

Operator GW GW XC GW GW XC GW Notes ; © ; © ; Facilities 1 ] + 1 ] | 1 ] + 1 ] | 1 ] + London Paddington T t d • 1457 • 1557 1657 • 1757 Reading 7 d • 1532 • 1632 1732 • 1832 Birmingham New Street w d • 1442 1512 • 1612 1712 • Bristol Temple Meads 0 d • • 1644 1655 • 1844 • Taunton d • 1651 1717 1806 1849 1917 2002 Exeter St Davids 6 d • 1722 1745 1837 1920 1949 2033 Newton Abbot d • 1741 1804 1859 1940 2009 2055 Totnes z d • 1756 1817 • 1953 2021 2110 Ivybridge z d • • • • • • • Plymouth d • 1825 1855 1943 2024 2050 2140 Devonport z d • • • • • • • Dockyard d • • • • • • • Keyham d • • • • • • • Gunnislake a • • • • • • • St Budeaux Ferry Road d • • • • • • • Saltash z d • • • 1952 • • • St Germans z d • • • 1959 • • • Menheniot z d • • • • • • • Liskeard z 6 d • 1849 1918 2011 2048 2113 2203 Looe a • • • • • • • Bodmin Parkway z d • 1902 1930 2023 2100 2125 2217 Wadebridge Bus Station & a • 2000 • • • • • Padstow Old Railway Station & a • 2027 • • • • • Lostwithiel z d • • • 2028 • • • Par z d • 1913 1940 2035 2112 2135 2229 Newquay a • • • • • • • St Austell z d • 1920 1951 2043 2119 2142 2237 The Eden Project & a • • • • • • • Truro z d • 1938 2008 2101 2136 2200 2254 Penryn a • 2002 • 2119 • 2218 • Falmouth Docks a • 2011 • 2128 • 2227 • Redruth z d • 1950 2019 2114 2149 2211 2307 Helston, Coinagehall Street & a • • • • • • • Camborne z d • 2000 2027 2120 2157 2221 2315 Hayle z d • • • 2128 • • • St Erth z d 2005 2014 2037 2131 2210 2231 2326 St Ives a • • • • • • • Penzance a 2014 2024 2047 2144 2221 2241 2339

a Arrival time d Departure time

For standard notes and symbols see inside back cover 17 MONDAYS TO FRIDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW GW GW GW XC Notes GH ; ; © Facilities 1 ] + 1 ] + 1 ] Penzance d • 0505 0521 0541 0600 • 0628 St Ives d • • • • • • • St Erth z d • • • • 0608 • 0636 Hayle z d • • 0531 • 0611 • • Camborne z d • • 0540 0559 0622 • 0646 Helston, Coinagehall Street & d • • • • • • • Redruth z d • 0525 • 0606 0628 • 0652 Falmouth Docks d • • • • • • • Penryn d • • • • • • • Truro z d • 0538 0556a 0618 0640 • 0704 The Eden Project & d • • • • • • • St Austell z d • 0555 • 0636 0657 • 0720 Newquay d • • • • • • • Par z d • • • 0643 0704 • 0728 Lostwithiel z d • • • 0650 0711 • • Padstow Old Railway Station & d • • • • • • 0630 Wadebridge Bus Station & d • • • • • • 0655 Bodmin Parkway z d • 0611 • 0657 0717 • 0739 Looe d • • • 0637 • • • Liskeard z 6 d • 0623 • 0711 0730 • 0751 Menheniot z d • • • • 0734x • • St Germans z d • • • 0722 0742 • • Saltash z d • • • 0729 0749 • • St Budeaux Ferry Road d • • • • 0753 • • Gunnislake d 0550 • • • • 0731 • Keyham d 0626x • • • 0755x 0807x • Dockyard d 0628x • • • 0757x 0809x • Devonport z d 0631 • • • 0759 0811 • Plymouth a 0635 0649 • 0740 0805 0816 0820 Ivybridge z a • • • • 0822 • • Totnes z a • 0749 • 0814 0836 • 0849 Newton Abbot a • 0729 • 0826 0848 • 0901 Exeter St Davids 6 a • 0751 • 0848 0921 • 0922 Taunton a • 0816 • 0918 • • 0951 Bristol Temple Meads 0 a • 0927 • 1043 • • 1026 Birmingham New Street w a • 1056 • • • • 1158 Reading 7 a • 0932 • 1050 • • • London Paddington T t a • 1002 • 1124 • • •

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver GH The Golden Hind

For standard notes and symbols see inside back cover 18 MONDAYS TO FRIDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW XC GW GW GW Notes ; ; © CR ; Facilities 1 ] + 1 ] + 1 ] 1 $ + Penzance d 0637 0648 0738 0828 • 0844 0857 St Ives d • • 0728 0815 • • • St Erth z d 0645 0658 0747 0836 • 0854 0905 Hayle z d • • 0751 • • • • Camborne z d • 0709 0801 0846 • 0906 • Helston, Coinagehall Street & d • • 0705 • • 0806 • Redruth z d • 0716 0808 0852 • 0913 • Falmouth Docks d • 0637 0748 0820 • 0850 • Penryn d • 0651 0802 0834 • 0904 • Truro z d • 0728 0821 0904 • 0925 • The Eden Project & d • • • • • 0910 • St Austell z d • 0746 0838 0920 • 0943 • Newquay d • • 0748 • • • • Par z d • 0754 0846 0928 • 0950 • Lostwithiel z d • 0801 • • • • • Padstow Old Railway Station & d • • 0730 0830 • • • Wadebridge Bus Station & d • • 0755 0855 • • • Bodmin Parkway z d • 0807 0857 0939 • 1002 • Looe d • 0747 • 0909 • • • Liskeard z 6 d • 0821 0911 0951 • 1015 • Menheniot z d • • • • • • • St Germans z d • 0832 0922 • • • • Saltash z d • 0839 0929 • • • • St Budeaux Ferry Road d • • • • • • • Gunnislake d • • • • 0945 • • Keyham d • • • • 1021x • • Dockyard d • • • • 1023x • • Devonport z d • • • • 1025 • • Plymouth a • 0851 0941 1015 1030 1041 • Ivybridge z a • • 0958 • • • • Totnes z a • 0921 1013 1049 • 1149 • Newton Abbot a • 0933 1026 1101 • 1201 • Exeter St Davids 6 a • 0955 1054 1121 • 1138 • Taunton a • 1025 1124 1150 • 1223 • Bristol Temple Meads 0 a • 1124 1159 1224 • 1324 • Birmingham New Street w a • 1256 • 1356 • 1456 • Reading 7 a • 1150 1309 • • 1315 • London Paddington T t a • 1223 1338 • • 1344 •

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver CR The Cornish Riviera

For standard notes and symbols see inside back cover 19 MONDAYS TO FRIDAYS PENZANCE TO PLYMOUTH

Operator XC GW GW GW GW GW GW Notes © ; Facilities 1 ] 1 $ + ] Penzance d 0940 1000 • 1046 1141 • 1254 St Ives d 0922 0953 • 1025 1125 • 1225 St Erth z d 0948 1010 • 1054 1150 • 1302 Hayle z d 0952 • • 1057 1153 • 1305 Camborne z d 1001 1021 • 1107 1203 • 1315 Helston, Coinagehall Street & d • 0935 • 1027 1127 • 1227 Redruth z d 1008 1028 • 1113 1209 • 1321 Falmouth Docks d 0920 0950 • 1050 1150 • 1250 Penryn d 0934 1004 • 1104 1204 • 1304 Truro z d 1019 1041 • 1125 1222 • 1333 The Eden Project & d 1000 • • 1115 1210 • 1300 St Austell z d 1035 1059 • 1142 1239 • 1350 Newquay d • 1013 • • • • 1303 Par z d 1043 1107 • 1150 1245 • 1357 Lostwithiel z d 1050 • • 1156 1253 • 1404 Padstow Old Railway Station & d 0930 • • 1030 1130 • 1230 Wadebridge Bus Station & d 0955 • • 1055 1155 • 1255 Bodmin Parkway z d 1057 1118 • 1202 1259 • 1410 Looe d 1034 • • 1145 • • 1351 Liskeard z 6 d 1109 1131 • 1215 1312 • 1423 Menheniot z d • • • • 1316x • • St Germans z d • • • 1226 1324 • 1434 Saltash z d • • • 1234 1331 • 1441 St Budeaux Ferry Road d • • • • • • • Gunnislake d • • 1137 • • 1345 • Keyham d • • 1213x • • 1421x • Dockyard d • • 1215x • • 1423x • Devonport z d • • 1217 • • 1425 • Plymouth a 1139 1156 1222 1246 1341 1430 1451 Ivybridge z a • 1214 • • 1358 • 1523 Totnes z a 1214 1228 • 1321 1412 • 1526 Newton Abbot a 1226 1241 • 1333 1427 • 1538 Exeter St Davids 6 a 1246 1302 • 1355 1515 • 1600 Taunton a 1315 1333 • 1421 1550 • 1630 Bristol Temple Meads 0 a 1356 1427 • 1527 1627 • 1727 Birmingham New Street w a 1526 1556 • 1658 1756 • 1855 Reading 7 a • 1450 • 1550 • • 1750 London Paddington T t a • 1524 • 1622 • • 1821

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver

For standard notes and symbols see inside back cover 20 MONDAYS TO FRIDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW GW GW GW GW Notes RD ; ; Facilities 1 ] + 1 ] + ] Penzance d 1400 • 1449 1600 • • 1644 St Ives d 1325 • 1425 1525 • • 1625 St Erth z d 1410 • 1457 1610 • • 1652 Hayle z d • • 1501 • • • 1656 Camborne z d 1421 • 1510 1621 • • 1705 Helston, Coinagehall Street & d 1327 • 1427 1515 • • 1630 Redruth z d 1428 • 1516 1629 • • 1711 Falmouth Docks d 1350 • 1450 1550 • • 1650 Penryn d 1404 • 1504 1604 • • 1704 Truro z d 1440 • 1527 1641 • • 1724 The Eden Project & d 1425 • 1500 1630 • • 1700 St Austell z d 1458 • 1544 1659 • • 1741 Newquay d • • 1458 • • • • Par z d 1505 • 1552 1707 • • 1748 Lostwithiel z d • • 1558 1714 • • 1755 Padstow Old Railway Station & d 1330 • 1430 1530 • • 1630 Wadebridge Bus Station & d 1355 • 1455 1555 • • 1655 Bodmin Parkway z d 1517 • 1604 1721 • • 1801 Looe d 1457 • • 1612 • 1715 • Liskeard z 6 d 1531 • 1617 1734 • 1749 1814 Menheniot z d • • 1621x • • • • St Germans z d • • 1630 • • 1800 1825 Saltash z d • • 1637 • • 1807 1832 St Budeaux Ferry Road d • • 1641 • • 1812 • Gunnislake d • 1545 • • 1729 • • Keyham d • 1621x 1643x • 1805x • • Dockyard d • 1623x 1645x • 1807x • • Devonport z d • 1625 1647 • 1809 • • Plymouth a 1556 1630 1652 1758 1814 1819 1842 Ivybridge z a • • 1711 • • • 1859 Totnes z a 1626 • 1726 1829 • 1849 1913 Newton Abbot a 1639 • 1738 1842 • 1901 1925 Exeter St Davids 6 a 1700 • 1800 1903 • 1921 1948 Taunton a 1731 • 1829 1934 • 1950 2021q Bristol Temple Meads 0 a 1824 • 1927 • • 2025 • Birmingham New Street w a 1956 • 2052 • • 2209 • Reading 7 a 1849 • 2006 2050 • • 2159r London Paddington T t a 1924 • 2039 2121 • • 2230r

a Arrival time d Departure time q On Mondays to Thursdays passengers should change at Exeter St Davids r Change at Exeter St Davids on Mondays to Thursdays. Change at Taunton on Fridays x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver RD The Royal Duchy

For standard notes and symbols see inside back cover 21 MONDAYS TO FRIDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW GW GW GW XC Notes ; C NR © Facilities 1 ] + $ + @ 1 ] Penzance d 1739 • 1916 2016 • 2145 2208 St Ives d 1725 • 1855 1955 • 2055 2152 St Erth z d 1748 • 1924 2026 • 2155 2216 Hayle z d 1752 • 1927 2030 • • 2220 Camborne z d 1802 • 1937 2040 • 2207 2230 Helston, Coinagehall Street & d 1730 • 1830 1950 • • 2150 Redruth z d 1810 • 1943 2047 • 2214 2236 Falmouth Docks d 1727 • 1900 2029 • 2130 • Penryn d 1740 • 1914 2040 • 2141 • Truro z d 1823 • 1955 2100 • 2227 2248 The Eden Project & d 1800 • • • • • • St Austell z d 1839 • 2012 2117 • 2245 2304 Newquay d 1722 • 1925 • • 2126 • Par z d 1848 • 2019 2125 • 2253 2312 Lostwithiel z d • • 2026 2132 • • 2319 Padstow Old Railway Station & d 1730 • • 2030 • • • Wadebridge Bus Station & d 1755 • • 2055 • • • Bodmin Parkway z d 1859 • 2032 2138 • 2305 2326 Looe d 1834 • 1952 • • • • Liskeard z 6 d 1912 • 2045 2151 • 2320 2339 Menheniot z d • • 2049x • • • • St Germans z d • • 2058 2202 • • • Saltash z d • • 2105 2209 • • • St Budeaux Ferry Road d • • 2109 • • • • Gunnislake d • 1914 • • 2221 • • Keyham d • 1950x 2111x • 2257x • • Dockyard d • 1952x 2113x • 2259x • • Devonport z d • 1954 2115 • 2301 • • Plymouth a 1938 1959 2120 2221 2306 2346 0003 Ivybridge z a • • 2140 • • • • Totnes z a 2008 • 2154 • • 0017 • Newton Abbot a 2020 • 2204 • • 0031 • Exeter St Davids 6 a 2042 • 2240 • • 0054 • Taunton a 2112 • • • • 0129 • Bristol Temple Meads 0 a 2147 • • • • • • Birmingham New Street w a 0010 • • • • • • Reading 7 a 2306 • • • • 0400s • London Paddington T t a 2350bj • • • • 0543 •

a Arrival time d Departure time s Stops to set down only x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver bj Arrives 2342 on Fridays C On Fridays this train is operated by a High Speed Train with seat reservations and 1st class seating being available NR The Night Riviera

For standard notes and symbols see inside back cover 22 SATURDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW XC GW GW GW Notes © ; Facilities 1 ] 1 $ + Penzance d 0520 0537 • 0630 0637 0650 0735 St Ives d • • • • • • 0728 St Erth z d • 0544a • 0638 0645 0701 0747 Hayle z d • 0547 • 0641 • • 0751 Camborne z d 0537 0557 • 0651 • 0712 0801 Helston, Coinagehall Street & d • • • • • • 0705 Redruth z d 0543 0603 • 0657 • 0719 0808 Falmouth Docks d • • • • • 0637 0748 Penryn d • • • • • 0651 0802 Truro z d 0554a 0615 • 0709 • 0731 0821 The Eden Project & d • • • • • • • St Austell z d • 0632 • 0725 • 0749 0836 Newquay d • • • • • • 0748 Par z d • 0639 • 0732 • 0756 0845 Lostwithiel z d • 0646 • 0739 • 0803 0852 Padstow Old Railway Station & d • • • 0630 • • 0730 Wadebridge Bus Station & d • • • 0655 • • 0755 Bodmin Parkway z d • 0652 • 0746 • 0810 0858 Looe d • 0633 • • • 0747 • Liskeard z 6 d • 0706 • 0758 • 0823 0911 Menheniot z d • 0711x • • • • • St Germans z d • 0718 • • • • 0922 Saltash z d • 0726 • • • • 0930 St Budeaux Ferry Road d • 0730 • • • • • Gunnislake d • • 0731 • • • • Keyham d • 0732x 0807x • • • • Dockyard d • 0734x 0809x • • • • Devonport z d • 0736 0811 • • • • Plymouth a • 0742 0816 0822 • 0848 0941 Ivybridge z a • 0821 • • • • • Totnes z a • 0813 • 0849 • 0918 • Newton Abbot a • 0826 • 0901 • 0930 • Exeter St Davids 6 a • 0847 • 0921 • 0952 • Taunton a • 0918 • 0950 • 1022 • Bristol Temple Meads 0 a • • • 1026 • 1126 • Birmingham New Street w a • • • 1156 • 1256 • Reading 7 a • 1051 • • • 1151 • London Paddington T t a • 1124 • • • 1223 •

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver

For standard notes and symbols see inside back cover 23 SATURDAYS PENZANCE TO PLYMOUTH

Operator GW XC GW GW GW XC GW Notes ; © CR ; © ; Facilities 1 ] + 1 ] 1 ] + 1 ] 1 ] + Penzance d 0759 0828 • 0845 0857 0943 1000 St Ives d • 0815 • • • 0922 0953 St Erth z d 0809 0836 • 0856 0905 0951 1011 Hayle z d 0813 • • • • • • Camborne z d 0823 0846 • 0907 • 1001 1022 Helston, Coinagehall Street & d • 0813 • • • • 0935 Redruth z d 0830 0852 • 0914 • 1007 1029 Falmouth Docks d • 0820 • 0850 • 0920 0950 Penryn d • 0834 • 0904 • 0934 1004 Truro z d 0843 0904 • 0926 • 1019 1041 The Eden Project & d • • • 0910 • 1000 • St Austell z d 0900 0920 • 0944 • 1035 1059 Newquay d • • • • • • 1012 Par z d 0908 0928 • 0951 • 1042 1107 Lostwithiel z d • • • • • 1049 • Padstow Old Railway Station & d • 0830 • • • 0930 • Wadebridge Bus Station & d • 0855 • • • 0955 • Bodmin Parkway z d 0919 0939 • 1003 • 1056 1118 Looe d • 0909 • • • 1032 • Liskeard z 6 d 0932 0951 • 1016 • 1109 1131 Menheniot z d • • • • • • • St Germans z d • • • • • • • Saltash z d • • • • • • • St Budeaux Ferry Road d • • • • • • • Gunnislake d • • 0945 • • • • Keyham d • • 1021x • • • • Dockyard d • • 1023x • • • • Devonport z d • • 1025 • • • • Plymouth a 0957 1015 1030 1040 • 1133 1158 Ivybridge z a 1015 • • • • • 1214 Totnes z a 1029 1049 • 1149 • 1212 1228 Newton Abbot a 1042 1101 • 1201 • 1224 1241 Exeter St Davids 6 a 1104 1121 • 1138 • 1244 1302 Taunton a 1135 1150 • 1223 • 1315 1333 Bristol Temple Meads 0 a • 1225 • 1324 • 1356 1427 Birmingham New Street w a • 1356 • 1456 • 1526 1555 Reading 7 a 1252 • • 1317 • • 1451 London Paddington T t a 1321 • • 1346 • • 1522

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver CR The Cornish Riviera

For standard notes and symbols see inside back cover 24 SATURDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW GW GW GW GW Notes ; RD ; Facilities 1 ] + 1 ] + Penzance d • 1036 1059 1149 • 1300 1400 St Ives d • 1025 • 1125 • 1225 1355 St Erth z d • 1044 1109 1157 • 1308 1411 Hayle z d • 1047 • 1201 • 1311 • Camborne z d • 1057 1120 1210 • 1321 1422 Helston, Coinagehall Street & d • • 1027 1127 • 1227 1327 Redruth z d • 1103 1127 1216 • 1327 1429 Falmouth Docks d • 1020 1050 1150 • 1250 1350 Penryn d • 1034 1104 1204 • 1304 1404 Truro z d • 1115 1140 1228 • 1339 1441 The Eden Project & d • 1100 1115 1200 • 1315 1425 St Austell z d • 1132 1157 1245 • 1355 1459 Newquay d • • • • • 1309 • Par z d • 1139 • 1253 • 1404 1506 Lostwithiel z d • 1146 • 1259 • 1409 • Padstow Old Railway Station & d • 1030 • 1130 • 1230 1330 Wadebridge Bus Station & d • 1055 • 1155 • 1255 1355 Bodmin Parkway z d • 1152 1214 1305 • 1415 1518 Looe d • 1137 • 1244 • 1356 1500 Liskeard z 6 d • 1207 1227 1318 • 1428 1534 Menheniot z d • 1211x • 1322x • • • St Germans z d • 1217 • 1331 • 1439 • Saltash z d • 1224 • 1340 • 1446 • St Budeaux Ferry Road d • • • • • • • Gunnislake d 1137 • • • 1345 • • Keyham d 1213x • • • 1421x • • Dockyard d 1215x • • • 1423x • • Devonport z d 1217 • • • 1425 1453 • Plymouth a 1222 1237 1252 1349 1430 1459 1557 Ivybridge z a • • • • • 1547 • Totnes z a • • 1320 1449 • 1530 1627 Newton Abbot a • • 1334 1435 • 1542 1640 Exeter St Davids 6 a • • 1354 1456 • 1604 1701 Taunton a • • 1420 1527 • 1634 1731 Bristol Temple Meads 0 a • • 1525 1625 • 1725 1825 Birmingham New Street w a • • 1656 1756 • 1856 1956 Reading 7 a • • 1551 1650 • 1753 1849 London Paddington T t a • • 1623 1721 • 1821 1922

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver RD The Royal Duchy

For standard notes and symbols see inside back cover 25 SATURDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW GW GW GW GW Notes ; ; Facilities 1 ] + 1 ] + Penzance d • 1449 1551 • 1643 1739 1850 St Ives d • 1425 1525 • 1625 1727 • St Erth z d • 1457 1602 • 1651 1749 1858 Hayle z d • 1501 • • 1655 1753 • Camborne z d • 1510 1614 • 1704 1804 • Helston, Coinagehall Street & d • 1427 1527 • 1630 1730 • Redruth z d • 1516 1621 • 1710 1811 • Falmouth Docks d • 1450 1550 • 1651 1727 • Penryn d • 1504 1604 • 1704 1740 • Truro z d • 1528 1633 • 1724 1824 • The Eden Project & d • 1500 1625 • 1700 1800 • St Austell z d • 1545 1651 • 1739 1841 • Newquay d • 1459 • • • 1721 • Par z d • 1553 1658 • 1746 1849 • Lostwithiel z d • 1559 1705 • 1752 • • Padstow Old Railway Station & d • 1430 1530 • 1630 1730 • Wadebridge Bus Station & d • 1455 1555 • 1655 1755 • Bodmin Parkway z d • 1605 1712 • 1758 1900 • Looe d • • 1614 • 1729 1834 • Liskeard z 6 d • 1618 1725 • 1811 1913 • Menheniot z d • 1622x • • • • • St Germans z d • 1631 • • 1825 • • Saltash z d • 1638 • • 1832 • • St Budeaux Ferry Road d • • • • • • • Gunnislake d 1545 • • 1729 • • • Keyham d 1621x • • 1805x • • • Dockyard d 1623x • • 1807x • • • Devonport z d 1625 • • 1809 • • • Plymouth a 1630 1648 1750 1814 1842 1938 • Ivybridge z a • 1711 • • 1859 • • Totnes z a • 1726 1820 • 1913 2008 • Newton Abbot a • 1738 1832 • 1925 2020 • Exeter St Davids 6 a • 1800 1854 • 1950 2042 • Taunton a • 1830 1924 • • 2112 • Bristol Temple Meads 0 a • 1927 2025 • • 2147 • Birmingham New Street w a • 2053 2211 • • • • Reading 7 a • 2007 2058 • • 2304 • London Paddington T t a • 2037 2132 • • 2338 •

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver

For standard notes and symbols see inside back cover 26 SATURDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW GW XC Notes ; Facilities 1 ] Penzance d • 1906 • • 2132 St Ives d • • • • 2112 St Erth z d • 1914 • • 2142 Hayle z d • 1917 • • • Camborne z d • 1927 • • 2154 Helston, Coinagehall Street & d • 1830 • • 1950 Redruth z d • 1933 • • 2201 Falmouth Docks d • 1900 • • 2130 Penryn d • 1914 • • 2141 Truro z d • 1945 • • 2213 The Eden Project & d • • • • • St Austell z d • 2002 • • 2231 Newquay d • 1919 • 2115 • Par z d • 2009 • 2206 2238 Lostwithiel z d • 2016 • 2215 • Padstow Old Railway Station & d • 1830 • 2030 • Wadebridge Bus Station & d • 1855 • 2055 • Bodmin Parkway z d • 2022 • 2221 2250 Looe d • 2000 • • • Liskeard z 6 d • 2035 • 2234 2303 Menheniot z d • 2039x • 2238x • St Germans z d • 2048 • 2246 • Saltash z d • 2056 • 2253 • St Budeaux Ferry Road d • 2100 • 2259 • Gunnislake d 1914 • 2221 • • Keyham d 1950x 2102x 2257x 2301x • Dockyard d 1952x 2104x 2259x 2303x • Devonport z d 1954 2106 2301 2305 • Plymouth a 2000 2110 2306 2311 2328 Ivybridge z a • 2130 • • • Totnes z a • 2144 • • • Newton Abbot a • 2156 • • • Exeter St Davids 6 a • 2230 • • • Taunton a • • • • • Bristol Temple Meads 0 a • • • • • Birmingham New Street w a • • • • • Reading 7 a • • • • • London Paddington T t a • • • • •

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver

For standard notes and symbols see inside back cover 27 SUNDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW XC GW GW GW Notes ; A B D © ; A ; Facilities 1 ] + 1 ] 1 ] + 1 ] + Penzance d 0832 • • 0930 0947 • 1100 St Ives d • • • • • • • St Erth z d 0842 • • 0938 0959 • 1110 Hayle z d 0847 • • • • • • Camborne z d 0858 • • 0948 1011 • 1123 Helston, Coinagehall Street & d • • • 0850 • • 1050 Redruth z d 0904 • • 0954 1017 • 1129 Falmouth Docks d • • • • • • 1112 Penryn d • • • • • • 1122 Truro z d 0917 • • 1006 1029 • 1142 The Eden Project & d • • • 0950 • • 1100 St Austell z d 0934 • • 1024 1047 • 1159 Newquay d • • • • • • • Par z d 0942 • • 1031 1054 • 1206 Lostwithiel z d • • • • • • • Padstow Old Railway Station & d 0830 • • • • • 1030 Wadebridge Bus Station & d 0855 • • • • • 1055 Bodmin Parkway z d 0954 • • 1042 1107 • 1219 Looe d • • • • • • • Liskeard z 6 d 1007 • • 1054 1120 • 1232 Menheniot z d • • • • • • • St Germans z d 1018 • • • • • • Saltash z d 1027 • • • • • • St Budeaux Ferry Road d • • • • • • • Gunnislake d • 1018 1025 • • 1207 • Keyham d • 1055x 1102x • • 1244x • Dockyard d • 1057x 1104x • • 1246x • Devonport z d • 1059 1106 • • 1248 • Plymouth a 1036 1103 1110 1117 1143 1252 1257 Ivybridge z a • • • • • • • Totnes z a 1106 • • 1149 1214 • 1327 Newton Abbot a 1119 • • 1201 1227 • 1340 Exeter St Davids 6 a 1141 • • 1221 1249 • 1402 Taunton a 1211 • • 1250 1315 • 1432 Bristol Temple Meads 0 a • • • 1324 1426 • • Birmingham New Street w a • • • 1550 1626t • • Reading 7 a 1351 • • • 1448 • 1549 London Paddington T t a 1429 • • • 1529 • 1629

a Arrival time d Departure time t Arrives 1 hour earlier until 17 October x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver A Runs until 19 September B Runs from 26 September D Runs from 24 October

For standard notes and symbols see inside back cover 28 SUNDAYS PENZANCE TO PLYMOUTH

Operator XC GW GW GW XC GW GW Notes ; B © A ; Facilities 1 ] 1 ] 1 ] + Penzance d 1124 1145 • 1200 1230 • 1256 St Ives d • • • • 1211 • 1249 St Erth z d 1135 1154 • 1207 1240 • 1306 Hayle z d • • • • 1244 • • Camborne z d 1146 • • 1221 1256 • 1318 Helston, Coinagehall Street & d • • • • • • • Redruth z d 1153 • • 1227 1302 • 1324 Falmouth Docks d • • • • 1244 • • Penryn d • • • • 1254 • • Truro z d 1206 • • 1239 1314 • 1336 The Eden Project & d 1200 • • • 1305 • • St Austell z d 1225 • • 1257 1331 • 1355 Newquay d • • • • • • • Par z d 1232 • • 1305 1338 • 1401 Lostwithiel z d • • • 1312 1345 • • Padstow Old Railway Station & d • • • • 1230 • • Wadebridge Bus Station & d • • • • 1255 • • Bodmin Parkway z d 1244 • • 1319 1352 • 1414 Looe d • • • • • • • Liskeard z 6 d 1257 • • 1333 1404 • 1427 Menheniot z d • • • • • • • St Germans z d • • • 1344 • • • Saltash z d • • • 1353 • • • St Budeaux Ferry Road d • • • • • • • Gunnislake d • • 1245 • • 1405 • Keyham d • • 1322x • • 1442x • Dockyard d • • 1324x • • 1444x • Devonport z d • • 1326 • • 1446 • Plymouth a 1320 • 1330 1401 1428 1450 1451v Ivybridge z a • • • 1421 • • • Totnes z a 1348 • 1410 1435 1459 • 1524 Newton Abbot a 1401 • 1423 1447 1511 • 1537 Exeter St Davids 6 a 1423 • 1444 1513 1531 • 1558 Taunton a 1452 • 1510 1552 1559 • 1629 Bristol Temple Meads 0 a 1527 • • 1627 1653 • 1721 Birmingham New Street w a 1650 • • 1749 1827 • 1851 Reading 7 a • • 1647 • • • 1747 London Paddington T t a • • 1729 • • • 1829

a Arrival time d Departure time v 3 minutes later until 19 September x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver A Runs until 19 September B Runs from 26 September

For standard notes and symbols see inside back cover 29 SUNDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW GW GW XC GW Notes B ; A © B Facilities 1 ] + ] 1 ] Penzance d • 1350 1445 • 1507 1530 • St Ives d • 1325 1425 • 1456 • • St Erth z d • 1400 1455 • 1516 1538 • Hayle z d • 1403 • • 1519 • • Camborne z d • 1413 1507 • 1529 1551 • Helston, Coinagehall Street & d • 1250 • • 1450 • • Redruth z d • 1419 1514 • 1535 1557 • Falmouth Docks d • 1403 1457 • • • • Penryn d • 1413 1507 • • • • Truro z d • 1432 1527 • 1547 1609 • The Eden Project & d • 1425 1500 • 1515 • • St Austell z d • 1449 1544 • 1604 1625 • Newquay d • • • • • • • Par z d • 1457 1552 • 1611 1633 • Lostwithiel z d • 1504 • • 1618 • • Padstow Old Railway Station & d • • 1430 • • • • Wadebridge Bus Station & d • • 1455 • • • • Bodmin Parkway z d • 1510 1603 • 1624 1644 • Looe d • • • • • • • Liskeard z 6 d • 1524 1616 • 1637 1656 • Menheniot z d • 1531x • • • • • St Germans z d • 1539 • • 1648 • • Saltash z d • 1547 • • 1657 • • St Budeaux Ferry Road d • • • • • • • Gunnislake d 1445 • • 1607 • • 1654 Keyham d 1522x • • 1644x • • 1731x Dockyard d 1524x • • 1646x • • 1733x Devonport z d 1526 • • 1648 • • 1735 Plymouth a 1530 1555 1641 1652 1705 1720 1739 Ivybridge z a • 1617 • • 1723 • • Totnes z a 1609 1631 1711 • 1737 1751 1812 Newton Abbot a 1622 1643 1724 • 1749 1802 1825 Exeter St Davids 6 a 1644 1707 1745 • 1817 1822 1847 Taunton a 1714 1746 1816 • 1906 1852 1910 Bristol Temple Meads 0 a • 1825 1924 • 2011 1927 1955pn Birmingham New Street w a • 1950 • • • 2050 2120pn Reading 7 a 1852 1942 1943 • • • 2042 London Paddington T t a 1929 2021 2029 • • • 2127

a Arrival time d Departure time x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver pn Change at Plymouth and Taunton A Runs until 19 September B Runs from 26 September

For standard notes and symbols see inside back cover 30 SUNDAYS PENZANCE TO PLYMOUTH

Operator GW GW GW GW GW GW Notes ; ; NR Facilities 1 ] + 1 ] + $ + @ Penzance d 1610 1720 • 1900 2005 2115 St Ives d 1556 1656 • 1850 1950 • St Erth z d 1621 1730 • 1909 2014 2125 Hayle z d • • • • 2017 • Camborne z d 1633 1743 • 1920 2026 2138 Helston, Coinagehall Street & d • 1650 • • • • Redruth z d 1640 1750 • 1926 2032 2145 Falmouth Docks d 1622 1730 • 1837 2015 2131 Penryn d 1631 1740 • 1847 2025 2141 Truro z d 1652 1801 • 1938 2044 2200 The Eden Project & d 1605 1650 • 1800 • • St Austell z d 1710 1820 • 1955 2101 2218 Newquay d • • • • • • Par z d 1716 1827 • 2002 2109 • Lostwithiel z d • • • 2009 • • Padstow Old Railway Station & d • 1630 • 1830 • • Wadebridge Bus Station & d • 1655 • 1855 • • Bodmin Parkway z d 1728 1839 • 2015 2121 2235 Looe d • • • • • • Liskeard z 6 d 1741 1852 • 2028 2135 2250 Menheniot z d • • • 2033x • • St Germans z d • • • 2040 • • Saltash z d • • • 2047 • • St Budeaux Ferry Road d • • • • • • Gunnislake d • • 1839 • • • Keyham d • • 1916x • • • Dockyard d • • 1918x • • • Devonport z d • • 1920 2055 • • Plymouth a 1807 1916 1924 2059 2200 2315 Ivybridge z a • • • • • • Totnes z a 1837 1946 • 2142 • 2346 Newton Abbot a 1850 1959 • 2154 • 2359 Exeter St Davids 6 a 1914 2021 • 2221 • 0036 Taunton a 1945 2051 • • • • Bristol Temple Meads 0 a 2027 2200 • • • • Birmingham New Street w a 2151 • • • • • Reading 7 a 2112 2229 • • • 0417s London Paddington T t a 2159 2316 • • • 0506

a Arrival time d Departure time s Stops to set down only x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver NR The Night Riviera

For standard notes and symbols see inside back cover 31 CORNISH BRANCH LINE SERVICES

PLYMOUTH TO GUNNISLAKE – THE approximate journey time 45 minutes

Mondays to Fridays 0506 0640 0854 1046 1255 1454 1637 1823 2130 Saturdays 0640 0850 1046 1254 1447 1640 1823 2130 • Sundays until 19 Sept 0909 1117 1313 1517 1741 • • • • Sundays from 26 Sept 0930 1140 1345 1540 1745 • • • •

GUNNISLAKE TO PLYMOUTH

Mondays to Fridays 0550 0731 0945 1137 1345 1545 1729 1914 2221 Saturdays 0731 0945 1137 1345 1545 1729 1914 2221 • Sundays until 19 Sept 1018 1207 1405 1607 1839 • • • • Sundays from 26 Sept 1025 1245 1445 1654 1839 • • • •

See Timetable 36 for the full service on this route

LISKEARD TO LOOE – THE approximate journey time 30 minutes

Mondays to Fridays 0605 0712 0833 1000 1116 1214 1319 1428 1540 Saturdays 0601 0712 0835 0958 1108 1212 1324 1428 1542

Mondays to Fridays 1640 1802 1918 No Sunday services between Saturdays 1657 1802 1928 September and May

LOOE TO LISKEARD

Mondays to Fridays 0637 0747 0909 1034 1145 1246 1351 1457 1612 Saturdays 0633 0747 0909 1032 1137 1244 1356 1500 1614

Mondays to Fridays 1715 1834 1952 No Sunday services between Saturdays 1729 1834 2000 September and May

See Timetable 37 for the full service on this route

PAR TO NEWQUAY – THE ATLANTIC COAST LINE approximate journey time 52 minutes

Mondays to Fridays 0652* 0917 1211 1403 1610 1829 2028 Saturdays 0652 0918 1215 1408 1610 1821 2015

No Sunday services between September and May

NEWQUAY TO PAR

Mondays to Fridays 0748* 1013 1303 1458 1722 1925 2126 Saturdays 0748 1012 1309 1459 1721 1919 2115

No Sunday services between September and May

See Timetable 38 for the full service on this route

* This train was not confirmed at time of going to press. Customers are advised to check before travelling.

32 CORNISH BRANCH LINE SERVICES

TRURO TO FALMOUTH DOCKS – THE approximate journey time 25 minutes

Mondays to Fridays 0610 0637 0716 0748 0820 0850 0920 0950 1020 Saturdays 0610 0637 0717 0748 0820 0850 0920 950 1020 Sundays 1045 1215 1337 1431 1535 1700 1806 1948 2105

Mondays to Fridays 1050 1120 1150 1220 1250 1320 1350 1420 1450 Saturdays 1050 1120 1150 1220 1250 1320 1350 1420 1450 Sundays 2204 • • • • • • • •

Mondays to Fridays 1520 1550 1620 1651 1727 1758 1829 1900 2001 Saturdays 1520 1550 1620 1651 1727 1758 1829 1900 2002 Sundays • • • • • • • • •

Mondays to Fridays 2103 2208 Saturdays 2103 2206 Sundays • •

FALMOUTH DOCKS TO TRURO

Mondays to Fridays 0637 0717 0748 0820 0850 0920 0950 1020 1050 Saturdays 0637 0717 0748 0820 0850 0920 0950 1020 1050 Sundays 1112 1244 1403 1457 1622 1730 1837 2015 2131

Mondays to Fridays 1120 1150 1220 1250 1320 1350 1420 1450 1520 Saturdays 1120 1150 1220 1250 1320 1350 1420 1450 1520 Sundays 2234 • • • • • • • •

Mondays to Fridays 1550 1620 1650 1727 1758 1829 1900 1927 2029 Saturdays 1550 1620 1651 1727 1758 1829 1900 1927 2029 Sundays • • • • • • • • •

Mondays to Fridays 2130 2235 Saturdays 2130 2233 Sundays • •

See Timetable 39 for the full service on this route

33 CORNISH BRANCH LINE SERVICES

ST ERTH TO ST IVES – THE ST IVES BAY LINE approximate journey time 14 minutes

Mondays to Fridays 0645 0714 0801 0905 0938 1011 1041 1111 1141 Saturdays 0645 0714 0801 0905 0938 1011 1041 1111 1141 Sundays 1154 1234 1311 1341 1411 1441 1511 1541 1611

Mondays to Fridays 1211 1241 1311 1341 1411 1441 1511 1541 1611 Saturdays 1211 1241 1311 1341 1411 1441 1511 1541 1611 Sundays 1641 1711 1741 1830 1930 • • • •

Mondays to Fridays 1641 1711 1741 1811 1841 1911 1941 2011 2041 Saturdays 1641 1711 1759 1858 1950 2048 2146 • • Sundays • • • • • • • • •

Mondays to Fridays 2136 Saturdays • Sundays •

ST IVES TO ST ERTH

Mondays to Fridays 0700 0728 0815 0922 0953 1025 1055 1125 1155 Saturdays 0659 0728 0815 0922 0953 1025 1055 1125 1155 Sundays 1211 1249 1325 1356 1425 1456 1525 1556 1625

Mondays to Fridays 1225 1255 1325 1355 1425 1455 1525 1555 1625 Saturdays 1225 1255 1325 1355 1425 1455 1525 1555 1625 Sundays 1656 1725 1757 1850 1950 • • • •

Mondays to Fridays 1655 1725 1755 1825 1855 1925 1955 2025 2055 Saturdays 1657 1727 1817 1925 2010 2112 2202 • • Sundays • • • • • • • • •

Mondays to Fridays 2152 Saturdays • Sundays •

See Timetable 40 for the full service on this route

34 NOTES

Bold Denotes a through service Light Denotes a connecting service Pink Operates on certain days only GW Service operated by First Great Western XC Service operated by CrossCountry. Bicycle reservations compulsory $ Seat reservations recommended © Service operated by Voyager train ; Service operated by High Speed Train. Unless otherwise indicated, bicycle reservations are recommended t Bicycle reservations compulsory 1 First Class accommodation available ] Seat reservations available @ Train conveys Sleeping Cars with Standard Class berths only. Advance reservation is essential + An Express Café is available for all or part of journey, serving a wide range of hot and cold snacks and beverages + A Travelling Chef is available providing freshly cooked light meals and snacks, served at-seat in First Class, or available from the Express Café. | An at-seat catering service is provided for all or part of journey + A restaurant for First Class ticket holders (also Standard Class ticket holders if accommodation is available) and an Express Café service is available for all or part of journey serving a wide range of hot and cold snacks and beverages T Interchange with the London Underground t Minimum connection time where different from the standard 5 minutes z This station has short platforms and cannot accommodate the full length of some trains. Please listen for announcements regarding which section of the train to alight from & Bus service. We are not able to convey heavy luggage, prams, bicycles or dogs (except guide dogs) on bus services a Arrival time d Departure time e Change at Bristol Temple Meads and Exeter St Davids p Previous night s Stops to set down only u Stops to pick up only x Service stops on request. Passengers wishing to alight must inform the conductor. Passengers wishing to board must give an appropriate hand signal to the driver MO Service operates Mondays only MX Service operates Tuesdays to Fridays only

Named trains CR The Cornish Riviera GH The Golden Hind MV The Merchant Venturer NR The Night Riviera RD The Royal Duchy

35 Your personal journey from Hayle to Penzance Valid from Friday 8 October 2010 to Friday 31 December 2010

Monday to Friday always runs Outward GW GW GW GW GW GW GW GW GW GW GW GW 1 2 2 1 3 2 1 1 3 4 5 Hayle dep. 14:22 14:23 14:55 15:37 15:37 16:55 17:50 17:50 19:16 19:18 19:19 19:20 Penzance arr. 14:39 14:39 15:12 15:52 15:54 17:12 18:06 18:07 19:34 19:35 19:35 19:37

Duration 0:17 0:16 0:17 0:15 0:17 0:17 0:16 0:17 0:18 0:17 0:16 0:17 Changes 0 0 0 0 0 0 0 0 0 0 0 0 Seating Class Catering

Dated 8 October 2010 at 14:09 The information printed here is only valid at date and time of printing.Routes, Availability and Fares are subject to these provisions. 1 Your personal journey from Hayle to Penzance Valid from Friday 8 October 2010 to Friday 31 December 2010

Key Notes and symbols. Catering Code. . Buffet. 1 Runs until 10/12/2010 Change train. Hot food available. 2 Starts running on 13/12/2010 By request only stops. Trolley service. 3 Runs on 13/12/2010-24/12/2010, 31/12/2010 Scheduled bus service. Restaurant. 4 Runs between 28/12/2010 and 30/12/2010 Replacement bus service. Restaurant for First Class passengers. 5 Only runs on 27/12/2010 Walk. Meal included for First Class passengers. Underground. Wheelchair only reservations. Tram. Train Operating Companies Ferry. GW First Great Western. Seating Class. Standard Class only. First Class available.

Sleeper Class. Sleeper service. Standard Class only. First Class available. First Class only.

ALERT ME - SMS Text Alerts Be aware of any changes to your selected journeys by SMS Text Alert. You can choose to receive an alert for a single journey or frequent alerts for regular journeys. Click the 'ALERT ME' button on the Timetable Results page of the Journey Planner. A maximum of 2 alerts will be sent per journey. You will only be charged for the first alert (25p) and a second alert will only be sent if your train is cancelled.

Call Train Tracker™ on 0871 200 4950 Find out live train times for today and train timetables for the next three months. TrainTracker™ uses speech recognition and then speaks the information to you. (Calls to TrainTracker™ cost 10p a minute from a BT landline. Charges from other operators may vary.)

Text departure and time to 8 49 50 Send a text to immediately find out when your next train is due to depart (e.g. send 'dep swindon' to 8 49 50) (TrainTracker™ texts cost 25p for each successful response, plus usual text costs as charged by your operator)

Dated 8 October 2010 at 14:09 The information printed here is only valid at date and time of printing.Routes, Availability and Fares are subject to these provisions. 2 Asda Transport Assessment HBH10093

APPENDIX G

Accident Data and Analysis Tables

APPENDIX G

20

18

16

14

12

10

8

6

4

2

0 By Severity

Jan Feb March April May June July Aug Sept Oct Nov Dec 9

8

7

6

5

Incidents 4

3

2

1

0 Month

Jan Feb March April May June July Aug Sept Oct Nov Dec Time Jan Feb March April May June July Aug Sept Oct Nov Dec 00:00:00 2.00 01:00:00 02:00:00 03:00:00 04:00:00 05:00:00 06:00:00 1.00 07:00:00 1.00 1.00 08:00:00 2.00 1.00 1.00 09:00:00 1.00 1.00 1.00 1.00 10:00:00 1.00 1.00 11:00:00 12:00:00 1.00 3.00 1.00 13:00:00 3+2+1 1.00 4.00 14:00:00 1.00 15:00:00 3.00 1.00 1.00 16:00:00 1.00 2+1+1 3+2 2.00 2.00 1.00 17:00:00 1.00 18:00:00 2.00 1.00 19:00:00 1.00 20:00:00 1.00 2+1 4.00 21:00:00 22:00:00 23:00:00 1.00

Total 8.00 1.00 1.00 1.00 4.00 7.00 18.00 9.00 4.00 2.00 1.00 10.00

Incidents 5.00 1.00 1.00 1.00 2.00 5.00 6.00 7.00 4.00 2.00 1.00 8.00

Slight = 1.00 Serious = 2.00 Fatal = 3.00

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle Accidents by severity, month and time of day

Time Period: 24 hours and Month of Year

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/04 1 TGJ 16.00

14.00

12.00

10.00

8.00 Incidents

6.00

4.00

2.00

0.00

00:00:0001:00:0002:00:0003:00:0004:00:0005:00:0006:00:0007:00:0008:00:0009:00:0010:00:0011:00:0012:00:0013:00:0014:00:0015:00:0016:00:0017:00:0018:00:0019:00:0020:00:0021:00:0022:00:0023:00:00 Time Asda Transport Assessment HBH10093

APPENDIX H Traffic Count Data

APPENDIX H

Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (4) Griggs Hill / A30 / Nut Lane

Approach: Griggs Hill

To A30 (East) To A30 (South) To Nut Lane TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 008300011 0 0 34 10 0 0 0 44 00440019 0815 - 0830 009200011 0138900048 01330007 0830 - 0845 0 0 14 300017 0037700044 00630009 0845 - 0900 009200011 0145700053 00520007 Hourly Total 0 0 40 10 0 0 0 50 0 2 154 33 0 0 0 189 0 1 18 12 0 0 1 32 0900 - 0915 0 0 18 200020 0 0 26 10 0 0 0 36 008300011 0915 - 0930 0 0 17 200221 0021600027 00720009 0930 - 0945 0 0 17 311022 0018810027 00521008 0945 - 1000 0 0 21 210024 0017710025 00610007 Hourly Total 0 0 73 9212870082312001150026810035 1000 - 1015 0 0 17 401022 0019600227 00410005 1015 - 1030 0 0 17 411023 0020711029 00430007 1030 - 1045 0 0 14 320019 0026511033 00521008 1045 - 1100 0 0 17 400021 0026600133 00720009 Hourly Total 0 0 65 15 3 2 0 85 0 0 91 24 2 2 3 122 0 0 20 8 1 0 0 29 1100 - 1115 1 0 14 200017 0030400034 008200010 1115 - 1130 0 0 15 300018 0025300331 008200010 1130 - 1145 0 0 12 310016 0023210026 008210011 1145 - 1200 0 0 12 200014 0020200022 00720009 Hourly Total 1 0 53 10 1 0 0 65 0 0 98 11 1 0 3 113 0 0 31 8 1 0 0 40

Session Total 1 0 231 44 6 3 2 287 0 2 425 99 5 2 6 539 0 1 95 36 3 0 1 136

1500 - 1515 0 0 15 401121 0021500127 008200111 1515 - 1530 0 1 15 400020 1123600031 009200011 1530 - 1545 0 0 17 310021 0024310028 009100010 1545 - 1600 0 0 16 502023 0020500025 00720009 Hourly Total 0 1 63 16 1 3 1 85 1 1 88 19 1 0 1 111 0 0 33 7 0 0 1 41 1600 - 1615 0 0 20 300023 0021200023 00610007 1615 - 1630 0 0 18 310022 0018520025 007200211 1630 - 1645 0 0 16 410021 0022410027 009200011 1645 - 1700 0 2 16 400022 0024920035 0010000010 Hourly Total 0 2 70 14 2 0 0 88 0 0 85 20 5 0 0 110 0 0 32 5 0 0 2 39 1700 - 1715 0 0 15 300018 0026500031 0011200013 1715 - 1730 0 0 14 300017 0022410027 008110010 1730 - 1745 0 0 13 300016 0119300023 00610029 1745 - 1800 0 0 15 300018 0023401028 008200010 Hourly Total 0 0 57 12 0 0 0 69 0 1 90 16 1 1 0 109 0 0 33 6 1 0 2 42

Session Total 0 3 190 42 3 3 1 242 1 2 263 55 7 1 1 330 0 0 98 18 1 0 5 122 Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (4) Griggs Hill / A30 / Nut Lane

Approach: A30 (East)

To A30 (South) To Nut Lane To Griggs Hill TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 0 0 73 18 9 1 0 101 008842022 0011403018 0815 - 0830 0 0 89 31 10 3 0 133 0 0 11 10 2 0 0 23 00431008 0830 - 0845 0 0 86 32 6 2 0 126 0015901025 0010501016 0845 - 0900 0 0 52 37 4 0 0 93 0041000216 00340007 Hourly Total 0 0 300 118 29 6 0 453 0 0 38 37 6 3 2 86 0 0 28 16 1 4 0 49 0900 - 0915 0 0 72 27 5 1 0 105 0025800134 0020302025 0915 - 0930 0 1 90 36 6 0 0 133 0025702135 0017400223 0930 - 0945 0 0 91 39 2 0 1 133 0022820032 0016420123 0945 - 1000 0 1 90 32 4 1 1 129 0026710034 0018310022 Hourly Total 0 2 343 134 17 2 2 500 0 0 98 30 3 2 2 135 0 0 71 14 3 2 3 93 1000 - 1015 0 0 75 24 1 3 1 104 0023820033 0018410023 1015 - 1030 0 0 90 21 4 3 0 118 0022520029 0014310018 1030 - 1045 0 0 81 21 2 6 0 110 0015520022 0012212017 1045 - 1100 0 0 85 21 7 2 0 115 0017510023 0010310014 Hourly Total 0 0 331 87 14 14 1 447 0 0 77 23 7 0 0 107 0 0 54 12 4 2 0 72 1100 - 1115 0 0 77 16 5 0 0 98 0016710024 008210011 1115 - 1130 0 0 85 16 2 0 0 103 0022910032 0011303017 1130 - 1145 0 0 95 16 1 2 0 114 0035910045 0011231017 1145 - 1200 0 0 96 16 3 2 0 117 0 0 38 12 3 0 0 53 0014401019 Hourly Total 0 0 353 64 11 4 0 432 0 0 111 37 6 0 0 154 0 0 44 11 4 5 0 64

Session Total 0 2 1327 403 71 26 3 1832 0 0 324 127 22 5 4 482 0 0 197 53 12 13 3 278

1500 - 1515 0 0 84 19 3 0 0 106 0034550044 0016402022 1515 - 1530 0 2 96 21 8 1 0 128 0033433043 0015400019 1530 - 1545 0 0 98 18 4 3 0 123 0032510038 0015300018 1545 - 1600 0 2 104 16 2 0 0 124 0033620041 0017400021 Hourly Total 0 4 382 74 17 4 0 481 0 0 132 20 11 3 0 166 0 0 63 15 0 2 0 80 1600 - 1615 0 1 111 18 3 4 1 138 0031601038 0018301022 1615 - 1630 0 0 113 14 2 1 0 130 0036400040 0017300020 1630 - 1645 0 0 110 16 4 0 0 130 0042610352 0019300022 1645 - 1700 0 1 110 25 5 1 6 148 0144100046 0018200121 Hourly Total 0 2 444 73 14 6 7 546 0 1 153 17 1 1 3 176 0 0 72 11 0 1 1 85 1700 - 1715 0 0 104 22 2 0 0 128 0042410047 0018200020 1715 - 1730 0 0 95 17 0 1 1 114 0034510242 0019200122 1730 - 1745 0 0 94 19 2 0 0 115 0027410032 0018200020 1745 - 1800 0 0 107 17 1 0 1 126 0029410034 0020300023 Hourly Total 0 0 400 75 5 1 2 483 0 0 132 17 4 0 2 155 0 0 75 9 0 0 1 85

Session Total 0 6 1226 222 36 11 9 1510 0 1 417 54 16 4 5 497 0 0 210 35 0 3 2 250 Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (4) Griggs Hill / A30 / Nut Lane

Approach: A30 (South)

To Nut Lane To Griggs Hill To A30 (East) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 0 0 36 17 2 0 2 57 0054700162 049516720124 0815 - 0830 0 0 47 18 2 0 9 76 0028510034 0 1 103 15 5 3 0 127 0830 - 0845 0 0 39 17 0 0 3 59 0034800143 008916621114 0845 - 0900 0 0 41 15 1 0 2 59 0036410041 01741743099 Hourly Total 0 0 163 67 5 0 16 251 0 0 152 24 2 0 2 180 0 6 361 64 22 10 1 464 0900 - 0915 0 0 34 16 0 0 0 50 0025700032 008215640107 0915 - 0930 0 0 31 15 2 0 0 48 0021520432 007919430105 0930 - 0945 0 0 24 12 1 0 0 37 0018720229 008625250118 0945 - 1000 0 0 21 12 2 0 1 36 0013720022 007724432110 Hourly Total 0 0 110 55 5 0 1 171 0 0 77 26 6 0 6 115 0 0 324 83 16 15 2 440 1000 - 1015 0 0 23 920135 0017710126 018523341117 1015 - 1030 0 0 27 910037 0016410021 019120250119 1030 - 1045 0 0 30 710038 0022311027 009517240118 1045 - 1100 0 0 34 710042 0018310022 008616340109 Hourly Total 0 0 114 32 5 0 1 152 0 0 73 17 4 1 1 96 0 2 357 76 10 17 1 463 1100 - 1115 0 0 43 10 1 0 0 54 0020310125 008118322106 1115 - 1130 0 0 44 12 1 0 0 57 0020410025 00791432098 1130 - 1145 1 0 51 13 1 0 0 66 0017310021 008219312107 1145 - 1200 0 0 53 14 5 0 4 76 0320500028 008423320112 Hourly Total 1 0 191 49 8 0 4 253 0 3 77 15 3 0 1 99 0 0 326 74 12 7 4 423

Session Total 1 0 578 203 23 0 22 827 0 3 379 82 15 1 10 490 0 8 1368 297 60 49 8 1790

1500 - 1515 0 0 51 10 1 0 1 63 0024600030 008021512109 1515 - 1530 0 0 53 810264 0026800034 027926800115 1530 - 1545 0 0 50 510056 0020500025 009725702131 1545 - 1600 0 0 39 820251 0022600129 009824701130 Hourly Total 0 0 193 31 5 0 5 234 0 0 92 25 0 0 1 118 0 2 354 96 27 1 5 485 1600 - 1615 0 0 33 710344 0020310024 0 0 107 30 7 2 4 150 1615 - 1630 0 0 42 12 2 1 3 60 0024601031 0 0 104 25 3 0 0 132 1630 - 1645 0 0 55 11 2 0 1 69 0123400028 009925423133 1645 - 1700 0 1 70 402077 0027300030 029542200141 Hourly Total 0 1 200 34 5 3 7 250 0 1 94 16 1 1 0 113 0 2 405 122 16 4 7 556 1700 - 1715 0 1 61 12 1 0 1 76 0025400029 0 1 103 26 3 0 1 134 1715 - 1730 0 0 57 10 1 0 2 70 0230400036 009322121119 1730 - 1745 0 0 50 911162 1334600044 0 0 103 20 1 0 0 124 1745 - 1800 0 0 50 11 1 0 1 63 0034600141 0 0 107 22 2 2 0 133 Hourly Total 0 1 218 42 4 1 5 271 1 5 123 20 0 0 1 150 0 1 406 90 7 4 2 510

Session Total 0 2 611 107 14 4 17 755 1 6 309 61 1 1 2 381 0 5 1165 308 50 9 14 1551 Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (4) Griggs Hill / A30 / Nut Lane

Approach: Nut Lane

To Griggs Hill To A30 (East) To A30 (South) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 0 0 11 200316 0020200224 0071800281 0815 - 0830 004200410 0021302026 00871100098 0830 - 0845 0 0 10 200113 0024300128 0073700080 0845 - 0900 00720009 0013201319 00771100088 Hourly Total 0 0 32 800848007810036970030837002347 0900 - 0915 0 0 11 200013 0235310041 00491300264 0915 - 0930 00810009 0033400037 0042900051 0930 - 0945 00610029 0031300034 0035800245 0945 - 1000 00510006 0030211034 0024710133 Hourly Total 0 0 30 50023702129122101460015037105193 1000 - 1015 00610007 0030410035 0026910238 1015 - 1030 00510006 0028420135 0035710043 1030 - 1045 00620008 0026420032 0043900052 1045 - 1100 01620009 0023510029 0042710050 Hourly Total 0 1 23 60003000107176011310014632302183 1100 - 1115 00510006 0020500025 0051800059 1115 - 1130 00610007 0025610032 00441010358 1130 - 1145 00510006 0028600034 0046600052 1145 - 1200 00720009 0029920040 0247920060 Hourly Total 0 0 23 50002800102263001310218833303229

Session Total 0 1 108 24 0 0 10 143 0 2 416 65 11 4 7 505 0 2 792 139 7 0 12 952

1500 - 1515 008300112 0033510140 02511310168 1515 - 1530 009200011 0030510238 01491100162 1530 - 1545 00810009 0035912047 00511010062 1545 - 1600 009200011 0039730150 0047810157 Hourly Total 0 0 34 80014300137266241750319842303249 1600 - 1615 009100010 0044820054 00461140061 1615 - 1630 008200010 0040810049 00431110257 1630 - 1645 009200011 0038610045 00501020062 1645 - 1700 009100010 0033500038 00521800070 Hourly Total 0 0 35 60004100155274001860019150702250 1700 - 1715 0 0 11 200013 0036810045 00481100059 1715 - 1730 00720009 0032800141 01491520067 1730 - 1745 00620008 0 0 25 10 0 0 0 35 00411200053 1745 - 1800 008300112 0027700034 00421411159 Hourly Total 0 0 32 90014200120331011550118052311238

Session Total 0 0 101 23 0 0 2 126 0 0 412 86 11 2 5 516 0 4 569 144 13 1 6 737 Hayle - Manual Traffic Survey, Tuesday 31st March 2009 13 J3 MarcJ3 J3 RugbJ3 J3 N/A 7 2 ## FALSE FALSE FALSE FALSE Produced by The Paul Castle Consultancy

Junction: (3) March Lane / Rugby Club / Retail Park

Vehicle Class: ALL CLASSES

Start Time: 1) 0800

End Time: 1) 1200

Peak Hour

660 31 287 March Lane March

483 (North) NORTH

15 266

Retail Park March Lane (East)

141

1 Rugby Club

0181

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

Important This spreadsheet & Interactive Vehicle Flow Diagram was produced based on specific Note: parameters. Consequently, alteration to the spreadsheet format or it's properties may result in malfunction.

The PCC Interactive Vehicle Flow Diagram system is produced and owned by THE PAUL CASTLE CONSULTANCY LTD and is Copyright (C) 1999 - 2007 The Paul Castle Consultancy Ltd. Any reproduction in whole or in part is strictly prohibited. For any information regarding PCC Interactive Vehicle Flow Diagram, please contact THE PAUL CASTLE CONSULTANCY LTD. Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (3) March Lane / Rugby Club / Retail Park

Approach: March Lane (North)

Left to March Lane (East) S/B to Rugby Club Right to Retail Park U-Turns TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 0 1 15 900025 00410005 05400009 0 0815 - 0830 0 0 19 910029 00310004 00900009 0 0830 - 0845 0 0 24 700031 00220004 00610007 1 0845 - 0900 0 0 17 400021 00210003 0017100018 0 Hourly Total 0 1 75 29 1 0 0 106 001150001605362000431 0900 - 0915 0 0 12 200014 00100001 0044100045 0 0915 - 0930 0 0 11 200013 00000000 0041200043 1 0930 - 0945 009400013 00110002 0037510043 0 0945 - 1000 0 0 11 200013 00100001 0045200047 2 Hourly Total 0 0 43 10 0 0 0 53 0031000400167101001783 1000 - 1015 0 0 12 310016 00200002 0032100033 1 1015 - 1030 0 0 14 400018 00100001 0048200050 0 1030 - 1045 0 0 11 800019 00200002 0056100057 0 1045 - 1100 0 0 12 410017 00200002 0058100059 0 Hourly Total 0 0 49 19 2 0 0 70 0070000700194 50001991 1100 - 1115 0 0 10 500015 00000000 0054400058 0 1115 - 1130 0 0 10 300013 00100001 0060400064 1 1130 - 1145 0 0 11 200013 00100001 0057500062 0 1145 - 1200 0 0 14 300017 00200002 0050600056 0 Hourly Total 0 0 45 13 0 0 0 58 0040000400221190002401

Session Total 0 1 212 71 3 0 0 287 0 0 25 60003105618361006606

1500 - 1515 0 0 19 400023 00000000 0043300046 1 1515 - 1530 0 0 17 700024 00100001 0051400055 0 1530 - 1545 0 0 20 500025 00000000 0054300057 1 1545 - 1600 0 0 17 410022 00000000 0045100046 0 Hourly Total 0 0 73 20 1 0 0 94 0010000100193 11 0 0 0 204 2 1600 - 1615 0 0 19 400023 00100001 0048200050 1 1615 - 1630 0 0 20 300023 00000000 0056200058 0 1630 - 1645 0 0 14 300017 00100001 0048200050 0 1645 - 1700 0 0 11 110013 00100001 0039100040 0 Hourly Total 0 0 64 1110076003000030019170001981 1700 - 1715 0 0 13 000013 00000000 0043000043 0 1715 - 1730 0 0 10 100011 00100001 0048100049 0 1730 - 1745 0 1 10 100012 00000000 0244010047 1 1745 - 1800 0 0 11 200013 00000000 0044100045 0 Hourly Total 0 1 44 40004900100001021792100184 1

Session Total 0 1 181 35 2 0 0 219 0050000502563 20 1 0 0 586 4 Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (3) March Lane / Rugby Club / Retail Park

Approach: March Lane (East)

Left to Rugby Club W/B to Retail Park Right to March Lane (North) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 00000000 00000000 0011501017 0815 - 0830 00000000 00000000 0014710022 0830 - 0845 00000000 00000000 0016800024 0845 - 0900 00000000 00100001 0016700023 Hourly Total 000000000010000100572711086 0900 - 0915 00000000 00400004 0011100012 0915 - 0930 00000000 00200002 0012300015 0930 - 0945 00000000 00100001 009300012 0945 - 1000 00000000 00200002 0012400016 Hourly Total 000000000090000900441100055 1000 - 1015 00000000 00310004 0010600016 1015 - 1030 00000000 00300003 0013400017 1030 - 1045 00000000 00400004 0014400018 1045 - 1100 00000000 00300003 009400013 Hourly Total 00000000001310001400461800064 1100 - 1115 00000000 10320006 005500010 1115 - 1130 00000000 00200002 008300011 1130 - 1145 00000000 00400004 0114400019 1145 - 1200 00100001 00410005 0017400021 Hourly Total 00100001101330001701441600061

Session Total 0010000110364000410119172110266

1500 - 1515 00000000 10300004 1018300022 1515 - 1530 00000000 01200003 0027500032 1530 - 1545 00000000 00310004 00311100042 1545 - 1600 00000000 00300003 0025700032 Hourly Total 0000000011111000141010126000128 1600 - 1615 00100001 00300003 0018310022 1615 - 1630 00000000 00100001 0020600026 1630 - 1645 00000000 00200002 0021500026 1645 - 1700 00000000 00210003 0020500025 Hourly Total 001000010081000900791910099 1700 - 1715 00000000 00100001 0019300022 1715 - 1730 00000000 00300003 0017500022 1730 - 1745 00000000 00200002 1016400021 1745 - 1800 00000000 00300003 0019500024 Hourly Total 000000000090000910711700089

Session Total 0010000111282000322025162100316 Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (3) March Lane / Rugby Club / Retail Park

Approach: Rugby Club

Left to Retail Park N/B to March Lane (North) Right to March Lane (East) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 00000000 00000000 00000000 0815 - 0830 00000000 00000000 00000000 0830 - 0845 00000000 00010001 00100001 0845 - 0900 00000000 00000000 00000000 Hourly Total 000000000001000100100001 0900 - 0915 00000000 00400004 00000000 0915 - 0930 00000000 00200002 00000000 0930 - 0945 00000000 00400004 00000000 0945 - 1000 00000000 00000000 00000000 Hourly Total 00000000001000001000000000 1000 - 1015 00000000 00000000 00000000 1015 - 1030 00000000 00000000 00000000 1030 - 1045 00000000 00100001 00000000 1045 - 1100 00000000 00010001 00000000 Hourly Total 000000000011000200000000 1100 - 1115 00000000 00000000 00000000 1115 - 1130 00000000 00200002 00000000 1130 - 1145 00000000 00300003 00000000 1145 - 1200 00000000 00000000 00000000 Hourly Total 000000000050000500000000

Session Total 00000000001620001800100001

1500 - 1515 00000000 00100001 00000000 1515 - 1530 00000000 00100001 00000000 1530 - 1545 00000000 00200002 00000000 1545 - 1600 00000000 00000000 00000000 Hourly Total 000000000040000400000000 1600 - 1615 00000000 00200002 00000000 1615 - 1630 00000000 00100001 00000000 1630 - 1645 00000000 00000000 00100001 1645 - 1700 00000000 00200002 00100001 Hourly Total 000000000050000500200002 1700 - 1715 00000000 00300003 00000000 1715 - 1730 00000000 00310004 00000000 1730 - 1745 00100001 00210003 00000000 1745 - 1800 00000000 00200002 00000000 Hourly Total 00100001001020001200000000

Session Total 00100001001920002100200002 Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (3) March Lane / Rugby Club / Retail Park

Approach: Retail Park

Left to March Lane (North) E/B to March Lane (East) Right to Rugby Club TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 00400004 00100001 00000000 0815 - 0830 00310004 00000000 00000000 0830 - 0845 00410005 00000000 00000000 0845 - 0900 00410005 00000000 00000000 Hourly Total 0 0 15 3000180010000100000000 0900 - 0915 0 0 26 300029 00200002 00000000 0915 - 0930 0 0 23 400027 00000000 00000000 0930 - 0945 0 0 28 800036 10000001 00000000 0945 - 1000 0 0 31 300034 00000000 00000000 Hourly Total 0 0 108 18 0 0 0 126 1 0 2 0 0 0 0 3 0 0 0 0 0 0 0 0 1000 - 1015 0 0 35 200037 00000000 00100001 1015 - 1030 0 0 32 200034 00000000 00000000 1030 - 1045 0 0 32 300035 00100001 00000000 1045 - 1100 0 0 32 400036 00100001 00000000 Hourly Total 0 0 131 11 0 0 0 142 0 0 2 0 0 0 0 2 0 0 1 0 0 0 0 1 1100 - 1115 0 0 43 300046 00410005 00000000 1115 - 1130 0 0 42 200044 00000000 00000000 1130 - 1145 0 0 49 100050 00200002 00000000 1145 - 1200 0 1 56 000057 00110002 00000000 Hourly Total 0 1 190 60001970072000900000000

Session Total 0 1 444 38 0 0 0 483 1 0 12 2 0 0 0 15 0 0 1 0 0 0 0 1

1500 - 1515 0 0 38 100039 00100001 00000000 1515 - 1530 0 0 42 000042 00100001 00000000 1530 - 1545 0 0 48 100049 00000000 00000000 1545 - 1600 0 0 57 200059 00000000 00000000 Hourly Total 0 0 185 40001890020000200000000 1600 - 1615 0 0 53 200055 00000000 00000000 1615 - 1630 0 0 46 200048 00200002 00000000 1630 - 1645 0 0 50 300053 00000000 00000000 1645 - 1700 0 0 54 300057 00100001 00000000 Hourly Total 0 0 203 10 0 0 0 213 0 0 3 0 0 0 0 3 0 0 0 0 0 0 0 0 1700 - 1715 0 1 52 300056 01200003 00000000 1715 - 1730 0 0 47 400051 00200002 00000000 1730 - 1745 0 0 41 500046 00400004 00000000 1745 - 1800 0 0 43 400047 00110002 00000000 Hourly Total 0 1 183 16 0 0 0 200 0 1 9 1 0 0 0 11 0 0 0 0 0 0 0 0

Session Total 0 1 571 30 0 0 0 602 0 1 14 1 0 0 0 16 0 0 0 0 0 0 0 0 Hayle - Queue Length Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

A30 (North) Carwin Road (East) Marsh Lane A30 (South) Carwin Rise (West) TIME Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 0800 - 0815 4513112122 0815 - 0830 5834121012 0830 - 0845 5 11 34221033 0845 - 0900 5 10 46110023 0900 - 0915 5824341022 0915 - 0930 6913332021 0930 - 0945 5 10 23233023 0945 - 1000 5 10 22213024 1000 - 1015 4612323134 1015 - 1030 6923001023 1030 - 1045 6 13 13001035 1045 - 1100 4823212057 1100 - 1115 3534102043 1115 - 1130 4635110123 1130 - 1145 4625122033 1145 - 1200 5923122044 1200 - 1215 6 11 31233045 1215 - 1230 5622241157 1230 - 1245 3523542065 1245 - 1300 3314433166 1300 - 1315 4513321044 1315 - 1330 4522320023 1330 - 1345 4531310023 1345 - 1400 5632211043 1400 - 1415 46226131066 1415 - 1430 5943571075 1430 - 1445 4354342168 1445 - 1500 6 11 33591034 1500 - 1515 7 11 53482032 1515 - 1530 6 12 43352044 1530 - 1545 6 12 22573033 1545 - 1600 5832693033 1600 - 1615 8 16 3 4 4 10 3135 1615 - 1630 6 21 45343056 1630 - 1645 8 25+ 4 5 5 10 3167 1645 - 1700 8 25+ 6 5 6 10 3067 1700 - 1715 6 16 32463045 1715 - 1730 7 14 6 5 6 11 2055 1730 - 1745 8 20 53592057 1745 - 1800 6 11 46362044 Hayle - Manual Traffic Survey, Tuesday 31st March 2009 6 J1 A30 NJ1 J1 Mars J1 J1 C 7 1 FALSE ## FALSE ## FALSE ## 10 0 0 Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Vehicle Class: ALL CLASSES

Start Time: 1) 0800

End Time: 1) 1800

Peak Hour

25923835 1303 1406

1482 A30 (North) 515

2637 721

Carwin Rise (West) Carwin Rise (East) 259

471

466Marsh Lane 249

1300A30 (South) 1219

493

645

13334011 686 663

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

Important This spreadsheet & Interactive Vehicle Flow Diagram was produced based on specific Note: parameters. Consequently, alteration to the spreadsheet format or it's properties may result in malfunction.

The PCC Interactive Vehicle Flow Diagram system is produced and owned by THE PAUL CASTLE CONSULTANCY LTD and is Copyright (C) 1999 - 2007 The Paul Castle Consultancy Ltd. Any reproduction in whole or in part is strictly prohibited. For any information regarding PCC Interactive Vehicle Flow Diagram, please contact THE PAUL CASTLE CONSULTANCY LTD. Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Approach: A30 (North)

To Carwin Rise (East) To Marsh Lane To A30 (South) To Carwin Rise (West) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 0 0 16 101018 0413200019 0 0 73 8 12 4 0 97 0 1 36 13 1 1 0 52 0815 - 0830 0 2 30 710040 0019510025 008135720125 0 0 43 15 1 1 1 61 0830 - 0845 0 0 36 410041 0020500025 007631320112 0 1 57 14 2 2 1 77 0845 - 0900 0 0 35 700345 0025300028 00323420169 0 0 72 12 3 1 0 88 Hourly Total 0 2 117 19 2 1 3 144 0 4 77 15 1 0 0 97 0 0 262 108 24 8 1 403 0 2 208 54 7 5 2 278 0900 - 0915 0 1 16 510023 0025200027 006727331101 0 1 49 14 1 0 1 66 0915 - 0930 0 0 21 411027 0026200028 007831623120 0135401041 0930 - 0945 0 0 21 500026 0023510029 007034603113 0 0 35 15 3 0 1 54 0945 - 1000 0 0 13 420019 0026200028 007624400104 0132820043 Hourly Total 0 1 71 18 4 1 0 95 0 0 100 11 1 0 0 112 0 0 291 116 19 5 7 438 0 3 151 41 6 1 2 204 1000 - 1015 0 0 17 410022 0017210020 00562043184 0035924050 1015 - 1030 0 2 19 310025 0030200032 007416730100 0036631147 1030 - 1045 0 2 27 310033 0031500036 00602135089 0 1 43 13 2 1 2 62 1045 - 1100 0 0 22 500027 0030210033 00591872086 0 1 37 11 1 0 2 52 Hourly Total 0 4 85 15 3 0 0 107 0 0 108 11 2 0 0 121 0 0 249 75 21 13 1 359 0 2 151 39 8 6 5 211 1100 - 1115 0 0 24 520031 0032500037 00592050084 1 0 46 15 2 0 0 64 1115 - 1130 0 1 24 420031 0033300036 00561521074 1039820050 1130 - 1145 0 1 25 600032 0033400037 00711844097 0040931154 1145 - 1200 0 0 29 310033 0029300032 007820620106 0251720062 Hourly Total 0 2 102 18 5 0 0 127 0 0 127 15 0 0 0 142 0 0 264 73 17 7 0 361 2 2 176 39 9 1 1 230 1200 - 1215 0 0 28 210031 0041110043 00651046287 0 0 61 10 1 0 0 72 1215 - 1230 0 0 25 310130 0329200034 00631018082 0054810063 1230 - 1245 0 0 23 510029 0033200035 00571043074 0154620063 1245 - 1300 0 0 25 210028 0019200021 00541136074 0243820055 Hourly Total 0 0 101 12 4 0 1 118 0 3 122 71001330023941122323170321232600253 1300 - 1315 0 4 33 440045 0036400040 00621120075 0046700053 1315 - 1330 0 0 29 510035 0029410034 00591026178 0049910059 1330 - 1345 0 0 27 200029 0037400041 03501221068 0355900269 1345 - 1400 0 1 30 620039 0038300041 00551123071 0051900060 Hourly Total 0 5 119 17 7 0 0 148 0 0 140 15 1 0 0 156 0 3 226 44 8 10 1 292 0 3 201 34 1 0 2 241 1400 - 1415 0 0 27 640037 0042500047 00571234076 0046610053 1415 - 1430 0 2 29 300034 0037100038 01671423087 0 1 55 10 2 0 0 68 1430 - 1445 0 0 24 420030 0023200025 00471222063 0341920055 1445 - 1500 0 4 42 920057 0025300028 00621324081 0456800573 Hourly Total 0 6 122 22 8 0 0 158 0 0 127 11 0 0 0 138 0 1 233 51 9 13 0 307 0 8 198 33 5 0 5 249 1500 - 1515 0 0 28 710036 0028300031 00661862092 2343912060 1515 - 1530 0 2 31 200035 0035400039 0 2 78 17 10 1 0 108 0151513162 1530 - 1545 0 2 32 400038 0032300035 00731543095 0157811068 1545 - 1600 0 0 27 400233 0028200030 028215300102 0051724064 Hourly Total 0 4 118 17 1 0 2 142 0 0 123 12 0 0 0 135 0 4 299 65 23 6 0 397 2 5 202 29 5 10 1 254 1600 - 1615 0 2 32 610041 0034300037 008921351119 1 0 67 11 1 1 0 81 1615 - 1630 0 1 33 540043 0039200041 0 0 102 12 2 0 0 116 0461811075 1630 - 1645 0 0 33 500038 0033200035 0 0 106 15 4 1 3 129 0272710183 1645 - 1700 0 0 44 720053 0028110030 0 2 110 17 3 0 6 138 0 1 75 10 0 0 3 89 Hourly Total 0 3 142 23 7 0 0 175 0 0 134 81001430240765126105021727536324328 1700 - 1715 0 1 36 601044 0027000027 009420201117 0 3 58 11 1 0 0 73 1715 - 1730 0 2 40 510048 0034100035 0 0 101 14 2 1 1 119 0281821094 1730 - 1745 0 3 43 720055 0132110035 009417200113 1 0 94 10 0 2 0 107 1745 - 1800 0 1 37 412045 0028100029 009613100110 0257821070 Hourly Total 0 7 156 22 4 3 0 192 0 1 121 310012600385647124591729037540344

TOTAL 0 34 1133 183 45 5 6 1406 0 8 1179 108 8 0 0 1303 0 10 2855 702 152 92 24 3835 6 42 2064 374 55 29 22 2592 Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Approach: Carwin Rise (East)

To Marsh Lane To A30 (South) To Carwin Rise (West) To A30 (North) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 0 0220004 006820016 00450009 0036600042 0815 - 0830 0 0310004 008220012 01520008 0142801052 0830 - 0845 0 0310004 0013420019 00720009 0059410468 0845 - 0900 0 0310004 00341019 00522009 0261510372 Hourly Total 0 0 11 50001600301870156012111200350319823217234 0900 - 0915 0 0500005 0013500018 018200011 0127600034 0915 - 0930 0 0400004 0014400018 00610007 0022410027 0930 - 0945 0 0510006 0016400020 008200010 0027400031 0945 - 1000 0 0500005 0013410018 01620009 0118510025 Hourly Total 0 0 19 100020005617100740228700037029419200117 1000 - 1015 0 0400004 0016300019 019200012 0018300021 1015 - 1030 0 0610007 0015300018 009200011 0028400032 1030 - 1045 0 0610007 0013300016 008300011 0325500033 1045 - 1100 0 0710008 0013410018 009200011 0126610034 Hourly Total 0 0 23 300026005713100710135900045049718100120 1100 - 1115 0 0610007 0011220015 0011210014 0027420134 1115 - 1130 0 0710008 0016600022 0010400014 0022610029 1130 - 1145 0 0600006 0014300017 009200011 0019800027 1145 - 1200 0 0600006 0016400020 0010220014 0121220026 Hourly Total 0 0 25 2000270057152007400401030053018920501116 1200 - 1215 0 0810009 0012200014 0012300015 0023420029 1215 - 1230 0 0700007 0017210020 0013200015 0023320028 1230 - 1245 0 0610007 0013311018 0113100015 0023610030 1245 - 1300 0 0600006 0017200019 0112100014 0023220229 Hourly Total 0 0 27 20002900599210710250700059009215702116 1300 - 1315 0 09100010 0015320020 0011200013 0026420032 1315 - 1330 0 0720009 0011200013 009100010 0034320039 1330 - 1345 0 0800008 0013200015 0014100015 0033400037 1345 - 1400 0 0710008 0012200014 00810009 0240330048 Hourly Total 0 0 31 400035005192006200425000470213314700156 1400 - 1415 0 09100010 0012400016 0010200012 0027600033 1415 - 1430 0 0800008 0011200013 0010200012 0033710041 1430 - 1445 0 0600006 0013200116 0012100013 0028600034 1445 - 1500 0 0710008 0013300016 0012300015 0034320039 Hourly Total 0 0 30 2000320049110016100448000520012222300147 1500 - 1515 0 0710008 0023210026 0018100019 0037410042 1515 - 1530 0 0610007 0015300018 0012200014 0228400034 1530 - 1545 0 09100010 0015300018 0113200016 0125400030 1545 - 1600 0 0600006 0017200019 0012100013 0328500036 Hourly Total 0 0 28 3000310070101008101556000620611817100142 1600 - 1615 0 0400004 0017100018 0015100016 0131230037 1615 - 1630 0 0600006 0018100019 0113100015 0032300035 1630 - 1645 0 0500005 0018220022 0014100015 0039620047 1645 - 1700 0 0600006 0021500127 0013200116 0136600043 Hourly Total 0 0 21 000021007492018601555001620213817500162 1700 - 1715 0 0600006 0019200021 0111200014 0026800034 1715 - 1730 0 0600006 0017500123 0013400017 0040702049 1730 - 1745 0 0600006 0016200018 0016100017 0044700051 1745 - 1800 0 0400004 0018310123 0014100015 0030420238 Hourly Total 0 0 22 0000220070121028501548000630014026222172

TOTAL 0 0 237 22 0 0 0 259 0 0 573 123 19 1 5 721 0 9 424 76 5 0 1 515 0 20 1221 191 35 3 12 1482 Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Approach: Marsh Lane

To A30 (South) To Carwin Rise (West) To A30 (North) To Carwin Rise (East) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 0 0220105 00210003 0010200012 00100001 0815 - 0830 0 0321006 00210003 0011400015 00110002 0830 - 0845 0 0330006 00220004 0014400018 00210003 0845 - 0900 0 0130004 00210003 0016300019 00110002 Hourly Total 0 0 9 10 1 1 0 21 0085000130051130006400530008 0900 - 0915 0 0 10 100011 00610007 0022200024 00300003 0915 - 0930 0 0 11 300014 00610007 0018200020 00310004 0930 - 0945 0 0 13 400017 00720009 0018400022 00310004 0945 - 1000 0 0 15 300018 00710008 0021200023 00210003 Hourly Total 0 0 49 11 0 0 0 60 0 0 26 500031007910000890011300014 1000 - 1015 0 0 15 300018 009200011 0017200019 00510006 1015 - 1030 0 0 13 200015 00710008 0022300025 00300003 1030 - 1045 0 0 11 200013 0010100011 0022400026 00400004 1045 - 1100 0 0 10 200012 00720009 0020400024 00410005 Hourly Total 0 0 49 9000580033600039008113000940016200018 1100 - 1115 0 09200011 0014200016 0021400025 00400004 1115 - 1130 0 0 15 200017 0011100012 0021200023 00600006 1130 - 1145 0 0 22 100023 0011100012 0027200029 01610008 1145 - 1200 0 0 24 200026 0013100014 0128100030 00800008 Hourly Total 0 0 70 7000770049500054019790001070124100026 1200 - 1215 0 0 15 200017 0014200016 0030310034 00600006 1215 - 1230 0 0 17 300020 0014300017 0024400028 00710008 1230 - 1245 0 0 19 100020 0218000020 0032110034 00800008 1245 - 1300 0 0 20 400024 0015300018 0033500038 00810009 Hourly Total 0 0 71 10 0 0 0 81 0 2 61 80007100119132001340029200031 1300 - 1315 0 0 16 100017 0212100015 0028300031 00800008 1315 - 1330 0 0 14 100015 0012100013 0031320036 00720009 1330 - 1345 0 0 11 200013 0012200014 0028510034 00610007 1345 - 1400 0 0 10 100011 0011100012 0036200038 00510006 Hourly Total 0 0 51 500056024750005400123133001390026400030 1400 - 1415 0 0 12 200014 0010100011 0031200033 00610007 1415 - 1430 0 0 13 100014 009100010 0031200033 00300003 1430 - 1445 0 0 14 200016 0013100014 0035700042 009100010 1445 - 1500 0 0 16 300019 0014100015 0037310041 0011100012 Hourly Total 0 0 55 800063004640005000134141001490029300032 1500 - 1515 0 0 16 100017 1011100013 0025200027 00600006 1515 - 1530 0 0 17 200019 0013100014 0032200034 00800008 1530 - 1545 0 0 21 300024 0018200020 0035600041 00810009 1545 - 1600 0 0 22 200024 0015100016 0038500043 00710008 Hourly Total 0 0 76 800084105750006300130150001450029200031 1600 - 1615 0 0 18 100019 0015200017 0035210038 00600006 1615 - 1630 0 0 17 200019 0013100014 0031400035 00610007 1630 - 1645 0 0 16 100017 0013300016 0037300040 00510006 1645 - 1700 0 0 18 100019 0012200014 0038300041 008200010 Hourly Total 0 0 69 500074005380006100141121001540025400029 1700 - 1715 0 0 21 100022 0114100016 0030300033 009100010 1715 - 1730 0 0 14 200016 0011200013 0036600042 00600006 1730 - 1745 0 0 11 200013 1012100014 0030700037 00700007 1745 - 1800 0 0 17 300020 0013100014 0028400032 00610007 Hourly Total 0 0 63 800071115050005700124200001440028200030

TOTAL 0 0 562 81 1 1 0 645 2 5 430 56 0 0 0 493 0 1 1079 132 7 0 0 1219 0 1 222 26 0 0 0 249 Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Approach: A30 (South)

To Carwin Rise (West) To A30 (North) To Carwin Rise (East) To Marsh Lane TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 0 08610116 021059620124 00430018 02430009 0815 - 0830 0 1 10 221016 0 0 112 14 3 4 0 133 00720009 00520007 0830 - 0845 0 0 15 610022 0 0 100 12 4 2 2 120 008210011 00520007 0845 - 0900 0 17320013 008014242102 00530019 00410005 Hourly Total 0 2 40 17 6 1 1 67 0 2 397 49 15 12 4 479 0 0 24 10 1 0 2 37 0 2 18 8 0 0 0 28 0900 - 0915 0 0 26 520033 018412340104 019220014 0015100016 0915 - 0930 0 0 24 300027 008017432106 0011300014 0015100016 0930 - 0945 0 0 25 701033 008819340114 0010200012 0011200013 0945 - 1000 0 0 23 712033 008119322107 006311011 0017100018 Hourly Total 0 0 98 22 3 3 0 126 0 1 333 67 13 13 4 431 0 1 36 10 3 1 0 51 0 0 58 5 0 0 0 63 1000 - 1015 0 1 32 912045 00651833190 0018310022 0018100019 1015 - 1030 0 1 23 601031 008417450110 0011300014 0017200019 1030 - 1045 0 0 25 510031 00741454097 0017200019 0019200021 1045 - 1100 0 0 26 402032 00711842095 0011300014 0019100020 Hourly Total 0 2 106 24 2 5 0 139 0 0 294 67 16 14 1 392 0 0 57 11 1 0 0 69 0 0 73 6 0 0 0 79 1100 - 1115 0 0 27 300030 00601820282 0010200012 0015200017 1115 - 1130 1 0 26 600033 00631243082 0013310017 0018200020 1130 - 1145 0 0 26 410031 00641832188 0014300118 0017200019 1145 - 1200 0 0 28 10 0 0 0 38 00601732082 0018420024 0019400023 Hourly Total 1 0 107 23 1 0 0 132 0 0 247 65 12 7 3 334 0 0 55 12 3 0 1 71 0 0 69 10 0 0 0 79 1200 - 1215 0 0 30 11 0 0 0 41 00611644085 0015200017 0020110022 1215 - 1230 0 0 30 810039 02501735077 0015320020 0016200018 1230 - 1245 0 1 26 502034 00521756080 0013300016 0015200017 1245 - 1300 0 0 29 700036 00661456394 0015200017 0013200015 Hourly Total 0 1 115 31 1 2 0 150 0 2 229 64 17 21 3 336 0 0 58 10 2 0 0 70 0 0 64 7 1 0 0 72 1300 - 1315 0 2 23 301029 00552042081 0016221021 0020200022 1315 - 1330 0 0 22 510028 00581933184 0014400018 0014210118 1330 - 1345 0 0 22 400026 02562351188 0011100012 0015300018 1345 - 1400 0 0 18 600024 00681532088 008500013 0013100014 Hourly Total 0 2 85 18 1 1 0 107 0 2 237 77 15 8 2 341 0 0 49 12 2 1 0 64 0 0 62 8 1 0 1 72 1400 - 1415 0 0 23 500129 00571242176 0011500016 0019400023 1415 - 1430 0 0 21 400025 00671923091 0012100013 0015100016 1430 - 1445 0 0 25 601032 00631931086 0015201220 0015300018 1445 - 1500 0 0 23 700030 00621123078 0019710027 0011100012 Hourly Total 0 0 92 22 0 1 1 116 0 0 249 61 11 9 1 331 0 0 57 15 1 1 2 76 0 0 60 9 0 0 0 69 1500 - 1515 1 0 30 701039 00631851491 0018310022 0017200019 1515 - 1530 0 0 29 600035 0 3 68 21 10 0 2 104 0013300016 0014400018 1530 - 1545 0 0 37 621046 007123812105 0020400024 0018300021 1545 - 1600 0 0 36 721046 008622512116 0016610023 0017210020 Hourly Total 1 0 132 26 4 3 0 166 0 3 288 84 28 3 10 416 0 0 67 16 2 0 0 85 0 0 66 11 1 0 0 78 1600 - 1615 0 0 44 610051 009230724135 0017410022 0019200021 1615 - 1630 0 0 34 410039 009126400121 0016410021 0019200021 1630 - 1645 0 0 34 300138 009327612129 0013300016 0014200016 1645 - 1700 0 0 29 12 0 0 0 41 048934210130 0017400021 0011100012 Hourly Total 0 0 141 25 2 0 1 169 0 4 365 117 19 4 6 515 0 0 63 15 2 0 0 80 0 0 63 7 0 0 0 70 1700 - 1715 0 1 35 710044 007927200108 0023210026 0014000014 1715 - 1730 0 0 26 801035 009020113115 0013500018 0012100013 1730 - 1745 0 0 29 700036 008824000112 0014210017 0011000011 1745 - 1800 0 0 36 10 0 0 0 46 008017220101 0018400022 0014100015 Hourly Total 0 1 126 32 1 1 0 161 0 0 337 88 5 3 3 436 0 0 68 13 2 0 0 83 0 0 51 2 0 0 0 53

TOTAL 2 8 1042 240 21 17 3 1333 0 14 2976 739 151 94 37 4011 0 1 534 124 19 3 5 686 0 2 584 73 3 0 1 663 Hayle - Manual Traffic Survey, Tuesday 31st March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Approach: Carwin Rise (West)

To A30 (North) To Carwin Rise (East) To Marsh Lane To A30 (South) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 0800 - 0815 0 0 75 911086 00430007 00430007 0091211023 0815 - 0830 0 0 89 10 3 3 0 105 00620008 00420006 0013521021 0830 - 0845 0 1 95 12 1 2 3 114 018200011 00520007 0019902030 0845 - 0900 0 0 83 17 1 2 0 103 00530008 00410005 0022910032 Hourly Total 0 1 342 48 6 8 3 408 0 1 23 10 0 0 0 34 0 0 17 800025006335440106 0900 - 0915 1 1 63 600071 027110011 0012000012 0029520036 0915 - 0930 0 0 46 11 1 0 0 58 00710008 00810009 0 1 28 11 0 0 0 40 0930 - 0945 0 0 46 902259 00720009 008200010 0127800036 0945 - 1000 0 1 45 921058 00420006 0011100012 0 0 31 10 1 1 0 43 Hourly Total 1 2 200 35 3 3 2 246 0 2 25 61003400394000430211534310155 1000 - 1015 0 1 34 910045 009200011 00810009 0 0 31 10 0 0 0 41 1015 - 1030 0 1 45 11 1 1 0 59 02610009 0010100011 0023911034 1030 - 1045 0 3 48 323160 009100010 0013100014 0024212029 1045 - 1100 1 0 56 651069 009200011 0016100017 0029310033 Hourly Total 1 5 183 29 9 5 1 233 0 2 33 60004100474000510010724330137 1100 - 1115 0 0 50 520057 009100010 0011100012 0024210027 1115 - 1130 0 0 44 421051 0010200012 0014100015 0029402035 1130 - 1145 0 0 46 12 0 0 1 59 0111200014 0013100014 0034510040 1145 - 1200 0 0 39 420045 0012100013 0012200014 0031700038 Hourly Total 0 0 179 25 6 1 1 212 0 1 42 60004900505000550011818220140 1200 - 1215 0 0 42 12 2 0 0 56 0010200012 0016100017 0023810032 1215 - 1230 0 0 41 11 2 0 0 54 0011210014 0013100014 0030611038 1230 - 1245 0 1 44 11 2 0 0 58 0111200014 0014100015 0025510031 1245 - 1300 0 0 47 10 2 0 0 59 0013200015 0010100011 0028510034 Hourly Total 0 1 174 44 8 0 0 227 0 1 45 81005500534000570010624410135 1300 - 1315 0 0 44 900053 0313100017 0215200019 0225300030 1315 - 1330 0 1 46 820057 018200011 009200011 0020400024 1330 - 1345 0 0 38 11 1 0 3 53 00710008 0010100011 0015501021 1345 - 1400 0 1 48 830060 017200010 009100010 0014500019 Hourly Total 0 2 176 36 6 0 3 223 0 5 35 600046024360005102741701094 1400 - 1415 0 0 43 940056 0010400014 0014200016 0021600027 1415 - 1430 0 0 56 13 2 0 0 71 009100010 0010000010 0021300024 1430 - 1445 0 2 56 12 1 0 0 71 0014100015 0013100014 0027501033 1445 - 1500 0 0 56 810065 0114510021 00810009 0023600029 Hourly Total 0 2 211 42 8 0 0 263 0 1 47 11 1 0 0 60 0 0 45 400049009220010113 1500 - 1515 0 1 46 13 1 1 0 62 0013200015 0011100012 0028711037 1515 - 1530 0 2 68 801281 0012200014 0014200016 0036712046 1530 - 1545 0 1 58 10 1 0 1 71 0016300019 0016100017 0036620044 1545 - 1600 0 0 58 12 1 2 0 73 0011300014 0011100012 0132600039 Hourly Total 0 4 230 43 3 4 3 287 0 0 52 10 0 0 0 62 0 0 52 5000570113226430166 1600 - 1615 0 4 63 13 3 0 1 84 0012200014 0012100013 0035602043 1615 - 1630 0 0 55 16 1 2 1 75 008200010 0012100013 0029600035 1630 - 1645 0 2 67 14 1 1 0 85 009200011 0011100012 0032610039 1645 - 1700 0 1 48 13 1 1 0 64 0010100011 00600006 0022400026 Hourly Total 0 7 233 56 6 4 2 308 0 0 39 70004600413000440011822120143 1700 - 1715 0 2 44 14 1 0 0 61 0012100013 00900009 0030610037 1715 - 1730 0 0 46 13 0 0 0 59 00810009 00700007 0018400123 1730 - 1745 0 0 44 16 0 1 0 61 00810009 02600008 0016200018 1745 - 1800 0 0 40 900049 0010300013 009100010 0026700033 Hourly Total 0 2 174 52 1 1 0 230 0 0 38 6000440231100034009019101111

TOTAL 2 26 2102 410 56 26 15 2637 0 13 379 76 3 0 0 471 0 4 418 44 0 0 0 466 0 5 1015 239 22 18 1 1300 Hayle - Manual Traffic Survey, Tuesday 31st March 2009 13 J4 GriggJ4 J4 A30 J4 J4 N/A 7 2 ## FALSE FALSE FALSE FALSE Produced by The Paul Castle Consultancy

Junction: (4) Griggs Hill / A30 / Nut Lane

Vehicle Class: ALL CLASSES

Start Time: 1) 0800

End Time: 1) 1200

Peak Hour

136 539 287 Griggs Hill Griggs 143 NORTH

505 278

Nut Lane A30 (East)

952 482

1832 A30 (South) A30

827 490 1790

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

Important This spreadsheet & Interactive Vehicle Flow Diagram was produced based on specific Note: parameters. Consequently, alteration to the spreadsheet format or it's properties may result in malfunction.

The PCC Interactive Vehicle Flow Diagram system is produced and owned by THE PAUL CASTLE CONSULTANCY LTD and is Copyright (C) 1999 - 2007 The Paul Castle Consultancy Ltd. Any reproduction in whole or in part is strictly prohibited. For any information regarding PCC Interactive Vehicle Flow Diagram, please contact THE PAUL CASTLE CONSULTANCY LTD. Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (4) Griggs Hill / A30 / Nut Lane

Approach: Griggs Hill

To A30 (East) To A30 (South) To Nut Lane TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 0 0 17 200019 0012310016 00620008 1015 - 1030 0 0 22 200024 0018300021 0012100013 1030 - 1045 0 0 24 300027 0024300027 0016100017 1045 - 1100 0 0 18 200020 0019210022 0010100011 Hourly Total 0 0 81 900090007311200860044500049 1100 - 1115 0 0 11 110013 0013200015 00710008 1115 - 1130 0 0 13 100014 0016100118 00710008 1130 - 1145 0 0 10 000010 0114011017 00700007 1145 - 1200 0 0 12 100013 0018100019 00710008 Hourly Total 0 0 46 31005001614111690028300031 1200 - 1215 009220013 0018210122 00610007 1215 - 1230 0 0 11 200013 0018300021 00710008 1230 - 1245 0 0 13 300016 0017400021 009100010 1245 - 1300 0 0 15 200017 0017200019 00810009 Hourly Total 0 0 48 920059007011101830030400034 1300 - 1315 0 0 16 100017 0019100020 00700007 1315 - 1330 0 0 18 100019 0021200023 00810009 1330 - 1345 0 0 20 100122 0024400129 009100010 1345 - 1400 0 0 18 100019 0023300026 00800008 Hourly Total 0 0 72 400177008710001980032200034

TOTAL 0 0 247 25 3 0 1 276 0 1 291 36 4 1 3 336 0 0 134 14 0 0 0 148 Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (4) Griggs Hill / A30 / Nut Lane

Approach: A30 (East)

To A30 (South) To Nut Lane To Griggs Hill TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 0 0 70 910282 0040300043 0012300015 1015 - 1030 0 0 72 13 0 1 1 87 0040310044 0013200015 1030 - 1045 0 0 76 16 0 1 0 93 0046400050 0012200014 1045 - 1100 0 0 97 17 0 0 0 114 0050401055 0014100015 Hourly Total 0 0 315 55 1 2 3 376 0 0 176 14 1 1 0 192 0 0 51 8 0 0 0 59 1100 - 1115 0 0 101 15 0 0 0 116 0039200041 0013100014 1115 - 1130 0 0 102 14 0 1 0 117 0043610050 0017100018 1130 - 1145 0 0 106 9011117 0039600045 0017200019 1145 - 1200 0 1 107 18 0 0 0 126 0032500037 0014100015 Hourly Total 0 1 416 56 0 2 1 476 0 0 153 19 1 0 0 173 0 0 61 5 0 0 0 66 1200 - 1215 0 0 107 15 2 0 1 125 0035200037 0011200013 1215 - 1230 0 0 119 11 1 0 2 133 0036311041 0014200016 1230 - 1245 0 0 111 8500124 0055410060 0020401025 1245 - 1300 0 0 131 8100140 0054100055 0022200024 Hourly Total 0 0 468 42 9 0 3 522 0 0 180 10 2 1 0 193 0 0 67 10 0 1 0 78 1300 - 1315 0 0 127 10 0 0 0 137 0056100057 0021200023 1315 - 1330 0 0 126 12 2 0 0 140 0048200050 0020200022 1330 - 1345 0 1 129 10 0 0 0 140 0043200045 0021200124 1345 - 1400 0 1 123 0002126 0145000046 0019000019 Hourly Total 0 2 505 32 2 0 2 543 0 1 192 5 0 0 0 198 0 0 81 6 0 0 1 88

TOTAL 0 3 1704 185 12 4 9 1917 0 1 701 48 4 2 0 756 0 0 260 29 0 1 1 291 Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (4) Griggs Hill / A30 / Nut Lane

Approach: A30 (South)

To Nut Lane To Griggs Lane To A30 (East) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 0 0 36 601043 0011700220 0 0 103 11 0 1 2 117 1015 - 1030 0 0 47 500052 0013400118 009611020109 1030 - 1045 0 0 51 420158 0014100116 008812202104 1045 - 1100 0 0 54 500059 0016300019 0 0 106 17 2 1 0 126 Hourly Total 0 0 188 20 2 1 1 212 0 0 54 15 0 0 4 73 0 0 393 51 4 4 4 456 1100 - 1115 0 0 59 10 0 0 0 69 0022500027 0 0 113 19 1 0 0 133 1115 - 1130 0 0 64 900073 0025200128 0 0 119 17 0 0 0 136 1130 - 1145 0 0 69 12 0 0 0 81 0029300032 0 0 123 16 1 0 0 140 1145 - 1200 0 0 63 810072 0024300027 0 0 116 17 0 1 0 134 Hourly Total 0 0 255 39 1 0 0 295 0 0 100 13 0 0 1 114 0 0 471 69 2 1 0 543 1200 - 1215 0 0 55 712166 0023300127 0 0 108 20 2 2 0 132 1215 - 1230 0 0 61 600067 0024400028 0 0 107 15 0 0 2 124 1230 - 1245 0 0 60 500166 0023500129 001066101114 1245 - 1300 0 0 49 400053 0022500128 0 0 105 12 1 0 0 118 Hourly Total 0 0 225 22 1 2 2 252 0 0 92 17 0 0 3 112 0 0 426 53 4 2 3 488 1300 - 1315 0 0 46 200048 0022400026 0 0 104 14 0 0 0 118 1315 - 1330 0 0 47 300050 0020400125 0 0 100 11 2 0 1 114 1330 - 1345 0 0 47 400152 0021200124 021026020112 1345 - 1400 0 0 51 400055 0021500026 001027100110 Hourly Total 0 0 191 13 0 0 1 205 0 0 84 15 0 0 2 101 0 2 408 38 3 2 1 454

TOTAL 0 0 859 94 4 3 4 964 0 0 330 60 0 0 10 400 0 2 1698 211 13 9 8 1941 Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (4) Griggs Hill / A30 / Nut Lane

Approach: Nut Lane

To Griggs Hill To A30 (East) To A30 (South) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 007300010 0061501067 0241800051 1015 - 1030 008200010 0057500062 0046700053 1030 - 1045 0 0 12 100013 0051800059 0053800061 1045 - 1100 00810009 0051500056 0049810058 Hourly Total 0 0 35 70004200220230102440218931100223 1100 - 1115 00810009 0048210051 00611510178 1115 - 1130 00810009 0045400049 0052801061 1130 - 1145 009200011 0038400042 0453600063 1145 - 1200 00810009 0035500040 0160700068 Hourly Total 0 0 33 50003800166151001820522636111270 1200 - 1215 00710008 0029210032 0065800174 1215 - 1230 008200010 0036400040 0063600069 1230 - 1245 0 0 10 300013 0046501052 0057700064 1245 - 1300 0 0 11 200013 0047300050 0053700060 Hourly Total 0 0 36 80004400158141101740023828001267 1300 - 1315 0 0 10 100011 0050401055 00601100273 1315 - 1330 009200011 0044300047 0053800061 1330 - 1345 009100010 0139200042 0247800057 1345 - 1400 00810009 0040100041 02511301168 Hourly Total 0 0 36 50004101173100101850421140013259

TOTAL 0 0 140 25 0 0 0 165 0 1 717 62 2 3 0 785 0 11 864 135 2 2 5 1019 Hayle - Manual Traffic Survey, Saturday 28th March 2009 13 J3 MarsJ3 J3 RugbJ3 J3 N/A 7 1 ## FALSE FALSE FALSE FALSE Produced by The Paul Castle Consultancy

Junction: (3) Marsh Lane / Rugby Club / Retail Park

Vehicle Class: ALL CLASSES

Start Time: 1) 1000

End Time: 1) 1400

Peak Hour

1059 116 369 Marsh Lane Marsh

901 (North) NORTH

54 345

Retail Park Marsh Lane (East)

136

15 Rugby Club

11 29 2

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

Important This spreadsheet & Interactive Vehicle Flow Diagram was produced based on specific Note: parameters. Consequently, alteration to the spreadsheet format or it's properties may result in malfunction.

The PCC Interactive Vehicle Flow Diagram system is produced and owned by THE PAUL CASTLE CONSULTANCY LTD and is Copyright (C) 1999 - 2007 The Paul Castle Consultancy Ltd. Any reproduction in whole or in part is strictly prohibited. For any information regarding PCC Interactive Vehicle Flow Diagram, please contact THE PAUL CASTLE CONSULTANCY LTD. Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (3) Marsh Lane / Rugby Club / Retail Park

Approach: Marsh Lane (North)

Left to Marsh Lane (East) S/B to Rugby Club Right to Retail Park U-Turns TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 0 0 20 200022 00300003 0083400087 2 1015 - 1030 0 0 40 200042 00500005 001138001122 16 1030 - 1045 0 0 24 200026 00300003 0061200063 10 1045 - 1100 0 0 21 000021 00400004 0062100063 18 Hourly Total 0 0 105 600011100150000150031915001335 46 1100 - 1115 0 0 12 300015 00100001 0055400059 9 1115 - 1130 0 1 20 200023 00200002 0073200075 8 1130 - 1145 0 0 19 300022 00200002 0058100059 15 1145 - 1200 0 0 21 100022 01110003 0048400052 20 Hourly Total 0 1 72 9000820161000800234 11 0 0 0 245 52 1200 - 1215 0 0 14 100015 00500005 0056100057 38 1215 - 1230 0 0 20 200022 00700007 0066000066 49 1230 - 1245 0 0 18 000018 00200002 0057300060 19 1245 - 1300 0 0 25 200128 0011100012 0047000350 26 Hourly Total 0 0 77 500183002510002600226 4003233 132 1300 - 1315 0 0 31 100032 0011400015 0040600046 28 1315 - 1330 0 0 19 100121 0021400025 0057100159 25 1330 - 1345 0 0 14 000014 0013000013 0068100069 33 1345 - 1400 0 0 25 100026 0013100014 0069300072 36 Hourly Total 0 0 89 300193005890006700234 11 0 0 1 246 122

TOTAL 0 1 343 23 0 0 2 369 0 1 104 11 0 0 0 116 0 0 1013 41 0 0 5 1059 352 Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (3) Marsh Lane / Rugby Club / Retail Park

Approach: Marsh Lane (East)

Left to Rugby Club W/B to Retail Park Right to Marsh Lane (North) U-Turns TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 00100001 00400004 0013000013 2 1015 - 1030 00000000 00100001 0019300022 0 1030 - 1045 00000000 00200002 0016200018 1 1045 - 1100 00000000 00230005 0018210021 0 Hourly Total 001000010093000120066710074 3 1100 - 1115 00100001 00100001 0018200020 0 1115 - 1130 00000000 00100001 0023400027 0 1130 - 1145 00000000 00100001 0014200016 0 1145 - 1200 00000000 00400004 0018500023 1 Hourly Total 0010000100700007007313000861 1200 - 1215 00000000 00110002 0029000029 0 1215 - 1230 00000000 00200002 0128300032 0 1230 - 1245 00300003 00200002 0012200014 0 1245 - 1300 00400004 00200002 0017200019 0 Hourly Total 00700007007100080186700094 0 1300 - 1315 00200002 00100001 0024100126 0 1315 - 1330 00200002 00500005 0022200024 0 1330 - 1345 00100001 00200002 0019200021 0 1345 - 1400 00100001 00100001 0019100020 1 Hourly Total 00600006009000090084 6001911

TOTAL 0 0 15 00001500324000360130933101345 5 Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (3) Marsh Lane / Rugby Club / Retail Park

Approach: Rugby Club

Left to Retail Park N/B to Marsh Lane (North) Right to Marsh Lane (East) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 00000000 00000000 00000000 1015 - 1030 00000000 00500005 00000000 1030 - 1045 00000000 00000000 00000000 1045 - 1100 00100001 00000000 00000000 Hourly Total 001000010050000500000000 1100 - 1115 00100001 00100001 00000000 1115 - 1130 00000000 00100001 00000000 1130 - 1145 00000000 00000000 00100001 1145 - 1200 00100001 00100001 00000000 Hourly Total 002000020030000300100001 1200 - 1215 00200002 00000000 00000000 1215 - 1230 00000000 00200002 00000000 1230 - 1245 00100001 00400004 00000000 1245 - 1300 00100001 00200002 00000000 Hourly Total 004000040080000800000000 1300 - 1315 00200002 00300003 00100001 1315 - 1330 00100001 00500005 00000000 1330 - 1345 00000000 00300003 00000000 1345 - 1400 00100001 00200002 00000000 Hourly Total 00400004001300001300100001

TOTAL 0 0 11 000011002900002900200002 Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (3) Marsh Lane / Rugby Club / Retail Park

Approach: Retail Park

Left to Marsh Lane (North) E/B to Marsh Lane (East) Right to Rugby Club TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 0 0 43 000043 00700007 00000000 1015 - 1030 0 0 59 100060 00510006 00000000 1030 - 1045 0 0 48 000048 00400004 00000000 1045 - 1100 0 0 64 000064 00500005 00000000 Hourly Total 0 0 214 1000215002110002200000000 1100 - 1115 0 0 53 100054 00200002 00000000 1115 - 1130 0 0 51 200053 00310004 00100001 1130 - 1145 0 0 60 200062 00500005 00000000 1145 - 1200 0 0 55 300058 00300003 00000000 Hourly Total 0 0 219 8000227001310001400100001 1200 - 1215 0 0 61 200063 00200002 00000000 1215 - 1230 0 0 54 100055 00100001 00000000 1230 - 1245 0 0 48 100049 00300003 00000000 1245 - 1300 0 0 40 500045 00500005 00000000 Hourly Total 0 0 203 9000212001100001100000000 1300 - 1315 0 0 55 200057 00200002 00000000 1315 - 1330 0 0 64 200066 00100001 00000000 1330 - 1345 0 0 59 200061 00200002 00000000 1345 - 1400 0 0 60 300063 00200002 00000000 Hourly Total 0 0 238 90002470070000700000000

TOTAL 0 0 874 27 0 0 0 901 0 0 52 2 0 0 0 54 0 0 1 0 0 0 0 1 Hayle - Queue Length Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

A30 (North) Carwin Rise (East) Marsh Lane A30 (South) Carwin Rise (West) TIME Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 Lane 1 Lane 2 1000 - 1015 9532202034 1015 - 1030 11 422102036 1030 - 1045 12 542311164 1045 - 1100 9444002058 1100 - 1115 10 422000144 1115 - 1130 13 522002044 1130 - 1145 15 434210035 1145 - 1200 15 443201143 1200 - 1215 16 466213045 1215 - 1230 20+ 556311046 1230 - 1245 15 556100044 1245 - 1300 17 577100123 1300 - 1315 20+ 567322126 1315 - 1330 18 656210045 1330 - 1345 15 658100043 1345 - 1400 18 667200035 Hayle - Manual Traffic Survey, Saturday 28th March 2009 6 J1 A30 NJ1 J1 Mars J1 J1 C 7 1 FALSE ## FALSE ## FALSE ## 4 0 0 Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Vehicle Class: ALL CLASSES

Start Time: 1) 1000

End Time: 1) 1400

Peak Hour

10951498 819 615

566 A30 (North) 255

1168 346

Carwin Rise (West) Carwin Rise (East) 197

298

390Marsh Lane 184

691A30 (South) 701

311

431

650 1485 378 490

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

Important This spreadsheet & Interactive Vehicle Flow Diagram was produced based on specific Note: parameters. Consequently, alteration to the spreadsheet format or it's properties may result in malfunction.

The PCC Interactive Vehicle Flow Diagram system is produced and owned by THE PAUL CASTLE CONSULTANCY LTD and is Copyright (C) 1999 - 2007 The Paul Castle Consultancy Ltd. Any reproduction in whole or in part is strictly prohibited. For any information regarding PCC Interactive Vehicle Flow Diagram, please contact THE PAUL CASTLE CONSULTANCY LTD. Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Approach: A30 (North)

To Carwin Rise (East) To Marsh Lane To A30 (South) To Carwin Rise (West) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 0 0 22 100023 0042200044 0062810374 0 0 34 10 1 0 0 45 1015 - 1030 0 0 22 400026 0069500074 00561011068 0033600039 1030 - 1045 0 0 24 500029 0037200039 00621200074 0039530855 1045 - 1100 0 0 28 000028 0040100041 00731300086 0056900368 Hourly Total 0 0 96 10 0 0 0 106 0 0 188 10 0 0 0 198 0 0 253 43 2 1 3 302 0 0 162 30 4 0 11 207 1100 - 1115 0 0 25 600031 0032200034 00791000089 0 1 52 10 0 2 1 66 1115 - 1130 0 0 35 200037 0046100047 00841000094 0061520371 1130 - 1145 0 0 39 300042 0043100044 0086600193 0070300174 1145 - 1200 0 1 43 300047 0136300040 01761600093 0 0 59 10 2 0 2 73 Hourly Total 0 1 142 14 0 0 0 157 0 1 157 700016501325420013690124228427284 1200 - 1215 0 0 39 400043 0043300046 00641420080 0 2 65 12 0 0 2 81 1215 - 1230 0 0 44 100045 0069100070 00924213102 0178300082 1230 - 1245 0 0 46 100047 0045100046 001035210111 0065500171 1245 - 1300 0 0 45 200047 0050100455 001082100111 0070300073 Hourly Total 0 0 174 800018200207600421700367257234040327823003307 1300 - 1315 0 0 41 320046 0048400052 001036000109 0073420079 1315 - 1330 0 0 43 300046 0058300263 001078100116 0080400286 1330 - 1345 0 0 32 300035 0055100056 00956001102 0057600063 1345 - 1400 0 0 41 200043 0066200068 0193000296 0161600169 Hourly Total 0 0 157 11 2 0 0 170 0 0 227 10 0 0 2 239 0 1 398 20 1 0 3 423 0 1 271 20 2 0 3 297

TOTAL 0 1 569 43 2 0 0 615 0 1 779 33 0 0 6 819 0 2 1343 130 10 3 10 1498 0 5 953 101 10 2 24 1095 Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Approach: Carwin Rise (East)

To Marsh Lane To A30 (South) To Carwin Rise (West) To A30 (North) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 0 0 10 100011 0014200016 008300011 0032300035 1015 - 1030 0 0 16 100017 0012200014 00720009 0022200024 1030 - 1045 0 0 11 000011 0019200021 0011100012 0035500040 1045 - 1100 0 0 11 000011 0021200023 0017200019 0035300038 Hourly Total 0 0 48 200050006680007400438000510012413000137 1100 - 1115 0 0710008 0015300018 009300012 0028300031 1115 - 1130 0 1 10 100012 0019400023 0010200012 0029300032 1130 - 1145 0 0810009 0014400018 0014200016 0028400032 1145 - 1200 0 0810009 0015400019 0012300015 0027400031 Hourly Total 0 1 33 40003800631500078004510000550011214000126 1200 - 1215 0 0 14 000014 0020100021 0120100022 0033400037 1215 - 1230 0 0 12 100013 0014300017 0013200015 0022200024 1230 - 1245 0 0 10 100011 0023320028 0016300019 0033500038 1245 - 1300 0 0 13 000013 0029200031 0019200021 0041200043 Hourly Total 0 0 49 200051008692009701688000770012913000142 1300 - 1315 0 0 14 100015 0028100029 0021100022 0039410044 1315 - 1330 0 0 13 100014 0022310026 0018200020 0037200342 1330 - 1345 0 0 11 100012 0118200021 0010200012 0029600136 1345 - 1400 0 0 16 100017 0021000021 0015300018 0035400039 Hourly Total 0 0 54 400058018961009700648000720014016104161

TOTAL 0 1 184 12 0 0 0 197 0 1 304 38 3 0 0 346 0 1 220 34 0 0 0 255 0 0 505 56 1 0 4 566 Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Approach: Marsh Lane

To A30 (South) To Carwin Rise (West) To A30 (North) To Carwin Rise (East) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 0 0 14 000014 00800008 0031000031 00500005 1015 - 1030 0 0 27 200029 0015100016 0045200047 0010100011 1030 - 1045 0 0 20 100021 0011000011 0036100037 00700007 1045 - 1100 0 0 26 200028 0020100021 0044110046 00800008 Hourly Total 0 0 87 50009200542000560015641001610030100031 1100 - 1115 0 0 22 100023 0012100013 0040100041 00700007 1115 - 1130 0 0 22 200024 0016200018 0036200038 00900009 1130 - 1145 0 0 22 100023 0018100019 0039200041 009100010 1145 - 1200 0 0 23 200025 0019200021 0037500042 0012200014 Hourly Total 0 0 89 600095006560007100152100001620037300040 1200 - 1215 0 0 29 100030 0029100030 0049100050 0019100020 1215 - 1230 0 0 32 300035 0128200031 0051300054 0017100018 1230 - 1245 0 0 23 100024 0016100017 0033200035 0010000010 1245 - 1300 0 0 25 200027 0015200017 0034200036 0011100012 Hourly Total 0 0 109 700011601886000950016780001750057300060 1300 - 1315 0 0 31 200033 0023000023 0043200146 0012000012 1315 - 1330 0 0 29 200031 0024100025 0049200051 0012100013 1330 - 1345 0 0 32 200034 0018100019 0050300053 0011100012 1345 - 1400 0 0 30 000030 0020200022 0050300053 0014200016 Hourly Total 0 0 122 6000128008540008900192100012030049400053

TOTAL 0 0 407 24 0 0 0 431 0 1 292 18 0 0 0 311 0 0 667 32 1 0 1 701 0 0 173 11 0 0 0 184 Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Approach: A30 (South)

To Carwin Rise (West) To A30 (North) To Carwin Rise (East) To Marsh Lane TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 0 0 27 600033 001049022117 0016100017 0034200036 1015 - 1030 0 0 27 400031 0079802089 0018200020 0052400056 1030 - 1045 0 0 29 200031 008718202109 0018200020 0028100029 1045 - 1100 0 0 39 11 0 1 0 51 00881100099 0020020022 0028100029 Hourly Total 0 0 122 23 0 1 0 146 0 0 358 46 2 4 4 414 0 0 72 520079001428000150 1100 - 1115 0 0 34 500039 0 0 101 12 3 0 0 116 0015300018 0023200025 1115 - 1130 0 0 39 700046 00871200099 0023200025 0027100028 1130 - 1145 0 0 40 600046 0088800096 0020500025 0023200025 1145 - 1200 0 0 38 700045 00771011089 0026300029 0023300026 Hourly Total 0 0 151 25 0 0 0 176 0 0 353 42 4 1 0 400 0 0 84 13 0 0 0 97 0 0 96 8 0 0 0 104 1200 - 1215 0 0 38 11 0 2 0 51 0061930073 0023420029 0025000025 1215 - 1230 0 0 35 600041 0065800275 0021300024 0032300035 1230 - 1245 0 0 38 700045 0079801189 0025100026 0024100025 1245 - 1300 0 0 37 500042 0079720088 0025400029 0025100026 Hourly Total 0 0 148 29 0 2 0 179 0 0 284 32 5 1 3 325 0 0 94 12 2 0 0 108 0 0 106 5 0 0 0 111 1300 - 1315 0 0 41 300044 00791101091 0023200025 0027300030 1315 - 1330 0 0 38 300041 0076800084 0021220025 0027200029 1330 - 1345 0 0 29 201032 0082501290 0319100023 0031100032 1345 - 1400 0 0 29 300032 0077400081 0021000021 0032200034 Hourly Total 0 0 137 11 0 1 0 149 0 0 314 28 0 2 2 346 0 3 84 520094001178000125

TOTAL 0 0 558 88 0 4 0 650 0 0 1309 148 11 8 9 1485 0 3 334 35 6 0 0 378 0 0 461 29 0 0 0 490 Hayle - Manual Traffic Survey, Saturday 28th March 2009

Produced by The Paul Castle Consultancy

Junction: (1) A30 / Carwin Rise / Marsh Lane

Approach: Carwin Rise (West)

To A30 (North) To Carwin Rise (East) To Marsh Lane To A30 (South) TIME P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL P/CYCLE M/CYCLE CAR LGV OGV1 OGV2 BUS TOTAL 1000 - 1015 0 0 66 900176 0011100012 0022100023 0031500036 1015 - 1030 0 0 52 510159 0012100013 0035200138 0028500134 1030 - 1045 0 0 60 10 2 0 0 72 0013100014 0022100023 0034601041 1045 - 1100 0 0 71 400176 0015000015 0024100025 0043601050 Hourly Total 0 0 249 28 3 0 3 283 0 0 51 3000540010350011090013622021161 1100 - 1115 0 0 74 730286 0012300015 0015200017 0038500043 1115 - 1130 0 0 62 400066 0015100016 0020100021 0038511045 1130 - 1145 0 0 67 400071 0016300019 0019100020 0038501044 1145 - 1200 0 0 66 410172 0022200024 0020200022 0040400044 Hourly Total 0 0 269 19 4 0 3 295 0 0 65 90007400746000800015419120176 1200 - 1215 0 0 69 400376 0026300029 0029100030 0042400046 1215 - 1230 0 0 58 300061 0018120021 0024200026 0035500040 1230 - 1245 0 1 56 800166 0016100017 0016100017 0032620040 1245 - 1300 0 0 64 600070 0020400024 0021100022 0046400050 Hourly Total 0 1 247 21 0 0 4 273 0 0 80 92009100905000950015519200176 1300 - 1315 0 0 59 12 1 0 0 72 0017310021 0020400024 0042400046 1315 - 1330 0 1 63 400270 0016200018 0022200024 0039300042 1330 - 1345 0 0 74 11 2 0 1 88 0017200019 0028100029 0046400050 1345 - 1400 0 2 67 13 3 0 2 87 0018300021 0026300029 0040000040 Hourly Total 0 3 263 40 6 0 5 317 0 0 68 10 1 0 0 79 0 0 96 10 0 0 0 106 0 0 167 11 0 0 0 178

TOTAL 0 4 1028 108 13 0 15 1168 0 0 264 31 3 0 0 298 0 0 363 26 0 0 1 390 0 0 612 71 3 4 1 691 Hayle - Manual Traffic Survey, Saturday 28th March 2009 13 J4 GriggJ4 J4 A30 J4 J4 N/A 7 1 ## FALSE FALSE FALSE FALSE Produced by The Paul Castle Consultancy

Junction: (4) Griggs Hill / A30 / Nut Lane

Vehicle Class: ALL CLASSES

Start Time: 1) 1000

End Time: 1) 1400

Peak Hour

148 336 276 Griggs Hill Griggs 165 NORTH

785 291

Nut Lane A30 (East)

1019 756

1917 A30 (South) A30

964 400 1941

Note: The above diagram represents the Junction surveyed, although may not be the exact layout of the actual location.

Important This spreadsheet & Interactive Vehicle Flow Diagram was produced based on specific Note: parameters. Consequently, alteration to the spreadsheet format or it's properties may result in malfunction.

The PCC Interactive Vehicle Flow Diagram system is produced and owned by THE PAUL CASTLE CONSULTANCY LTD and is Copyright (C) 1999 - 2007 The Paul Castle Consultancy Ltd. Any reproduction in whole or in part is strictly prohibited. For any information regarding PCC Interactive Vehicle Flow Diagram, please contact THE PAUL CASTLE CONSULTANCY LTD. Asda Transport Assessment HBH10093

APPENDIX I Hayle RFC Traffic Diagram

APPENDIX I

Asda Transport Assessment HBH10093

APPENDIX J Hayle RFC HA Response Letter

APPENDIX J

Asda Transport Assessment HBH10093

APPENDIX K Derived Traffic Diagrams used to inform Modeling

APPENDIX K

A30 Westbound

0000

0 0 0 0

Carwin Rise Eastbound Carwin Rise Westbound

0 0 0 0

0000

A30 Eastbound 0000

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 Base + Consented Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 0 TGJ A30 Westbound

278 403 97 144

408 34 25 106

Carwin Rise Eastbound Carwin Rise Westbound

234 35 56 16

67 479 37 28

A30 Eastbound 21 13 64 8

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2009 Surveyed Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 1 TGJ A30 Westbound

344 459 126 192

230 44 34 111

Carwin Rise Eastbound Carwin Rise Westbound

172 63 85 22

161 436 83 53

A30 Eastbound 71 57 144 30

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2009 Surveyed Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 2 TGJ TEMPRO 1.07

A30 Westbound

297 430 103 154

435 36 27 113

Carwin Rise Eastbound Carwin Rise Westbound

250 37 60 17

71 511 39 30

A30 Eastbound 22 14 68 9

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 TEMPRO Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 3 TGJ TEMPRO 1.06

A30 Westbound

366 488 134 204

245 47 36 118

Carwin Rise Eastbound Carwin Rise Westbound

183 67 90 23

171 464 88 56

A30 Eastbound 76 61 153 32

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 TEMPRO Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 4 TGJ TEMPRO 1.24

A30 Westbound

344 498 120 178

504 42 31 131

Carwin Rise Eastbound Carwin Rise Westbound

289 43 69 20

83 592 46 35

A30 Eastbound 26 16 79 10

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 TEMPRO Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 5 TGJ TEMPRO 1.23

A30 Westbound

424 566 155 237

283 54 42 137

Carwin Rise Eastbound Carwin Rise Westbound

212 78 105 27

198 537 102 65

A30 Eastbound 87 70 177 37

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 TEMPRO Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 6 TGJ Seasonal 1.30

A30 Westbound

385 559 135 200

566 47 35 147

Carwin Rise Eastbound Carwin Rise Westbound

324 49 78 22

93 664 51 39

A30 Eastbound 29 18 89 11

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 Seasonal Base AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 7 TGJ Seasonal 1.30

A30 Westbound

476 635 174 265

318 61 47 153

Carwin Rise Eastbound Carwin Rise Westbound

238 87 118 30

223 603 115 73

A30 Eastbound 98 79 199 41

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 Seasonal Base PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 8 TGJ Seasonal 1.30

A30 Westbound

447 648 156 231

656 55 40 170

Carwin Rise Eastbound Carwin Rise Westbound

376 56 90 26

108 770 59 45

A30 Eastbound 34 21 103 13

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 Seasonal Base AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 9 TGJ Seasonal 1.30

A30 Westbound

551 735 202 308

368 70 54 178

Carwin Rise Eastbound Carwin Rise Westbound

276 101 136 35

258 698 133 85

A30 Eastbound 114 91 231 48

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 Seasonal Base PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 10 TGJ A30 Westbound

109 0 0 0

77 30 50 15

Carwin Rise Eastbound Carwin Rise Westbound

0 43 0 0

14000

A30 Eastbound 0000

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle Committed Development AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 11 TGJ A30 Westbound

112 0 0 0

134 52 38 24

Carwin Rise Eastbound Carwin Rise Westbound

0 44 0 0

15000

A30 Eastbound 0000

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle Committed Development PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 12 TGJ A30 Westbound

406 430 103 154

512 66 77 128

Carwin Rise Eastbound Carwin Rise Westbound

250 80 60 17

85 511 39 30

A30 Eastbound 22 14 68 9

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 Base + ING Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 13 TGJ A30 Westbound

478 488 134 204

379 99 74 142

Carwin Rise Eastbound Carwin Rise Westbound

183 111 90 23

186 464 88 56

A30 Eastbound 76 61 153 32

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 Base + ING Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 14 TGJ A30 Westbound

453 498 120 178

581 72 81 146

Carwin Rise Eastbound Carwin Rise Westbound

289 86 69 20

97 592 46 35

A30 Eastbound 26 16 79 10

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 Base + ING Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 15 TGJ A30 Westbound

536 566 155 237

417 106 80 161

Carwin Rise Eastbound Carwin Rise Westbound

212 122 105 27

213 537 102 65

A30 Eastbound 87 70 177 37

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 Base + ING Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 16 TGJ A30 Westbound

494 559 135 200

643 77 85 162

Carwin Rise Eastbound Carwin Rise Westbound

324 92 78 22

107 664 51 39

A30 Eastbound 29 18 89 11

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 Seasonal + ING Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 17 TGJ A30 Westbound

588 635 174 265

452 113 85 177

Carwin Rise Eastbound Carwin Rise Westbound

238 131 118 30

238 603 115 73

A30 Eastbound 98 79 199 41

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 Seasonal + ING Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 18 TGJ A30 Westbound

556 648 156 231

733 85 90 185

Carwin Rise Eastbound Carwin Rise Westbound

376 99 90 26

122 770 59 45

A30 Eastbound 34 21 103 13

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 Seasonal + ING Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 19 TGJ A30 Westbound

663 735 202 308

502 122 92 202

Carwin Rise Eastbound Carwin Rise Westbound

276 145 136 35

273 698 133 85

A30 Eastbound 114 91 231 48

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020Seasonal + ING Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 20 TGJ X = Departures

X = Arrivals A30 Westbound

0 0 127 0

0 0 64 0

Carwin Rise Eastbound Carwin Rise Westbound

0 0 0 21

00072

A30 Eastbound 62 43 86 12

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle Development Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 21 TGJ X = Departures

X = Arrivals A30 Westbound

0 0 185 0

0 0 118 0

Carwin Rise Eastbound Carwin Rise Westbound

0 0 0 31

000143

A30 Eastbound 157 135 194 36

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle Development Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 22 TGJ Seasonal 1.27

A30 Westbound

0 0 161 0

0 0 81 0

Carwin Rise Eastbound Carwin Rise Westbound

0 0 0 27

00091

A30 Eastbound 79 55 109 15

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle Development Seasonal AM Flows

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 23 TGJ Seasonal 1.27

A30 Westbound

0 0 235 0

0 0 150 0

Carwin Rise Eastbound Carwin Rise Westbound

0 0 0 39

000182

A30 Eastbound 199 171 246 46

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle Development Seasonal PM Flows

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 24 TGJ A30 Westbound

406 430 230 154

512 66 141 128

Carwin Rise Eastbound Carwin Rise Westbound

250 80 60 38

85 511 39 102

A30 Eastbound 84 57 154 21

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 + Development Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 25 TGJ A30 Westbound

478 488 319 204

379 99 192 142

Carwin Rise Eastbound Carwin Rise Westbound

183 111 90 54

186 464 88 199

A30 Eastbound 233 196 347 68

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 + Development Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 26 TGJ A30 Westbound

453 498 247 178

581 72 145 146

Carwin Rise Eastbound Carwin Rise Westbound

289 86 69 41

97 592 46 107

A30 Eastbound 88 59 165 22

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 + Development Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 27 TGJ A30 Westbound

536 566 340 237

417 106 198 161

Carwin Rise Eastbound Carwin Rise Westbound

212 122 105 58

213 537 102 208

A30 Eastbound 244 205 371 73

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 + Development Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 28 TGJ A30 Westbound

494 559 296 200

643 77 166 162

Carwin Rise Eastbound Carwin Rise Westbound

324 92 78 49

107 664 51 130

A30 Eastbound 108 73 198 26

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 + Seasonal All Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 29 TGJ A30 Westbound

588 635 409 265

452 113 235 177

Carwin Rise Eastbound Carwin Rise Westbound

238 131 118 70

238 603 115 255

A30 Eastbound 298 250 445 87

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2012 + Seasonal All Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 30 TGJ A30 Westbound

556 648 317 231

733 85 171 185

Carwin Rise Eastbound Carwin Rise Westbound

376 99 90 52

122 770 59 136

A30 Eastbound 112 76 212 28

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 + Seasonal All Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 31 TGJ A30 Westbound

663 735 437 308

502 122 242 202

Carwin Rise Eastbound Carwin Rise Westbound

276 145 136 75

273 698 133 267

A30 Eastbound 313 263 477 94

Marsh Lane / Site

Project: Diagram Title:

Proposed Retail Development, Loggans Moor, Hayle 2020 + Seasonal All Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/01 32 TGJ B3301 Griggs Hill

32 189 50

48 97 347

A3047 Nut Lane A30 Westbound

49 86 453

251 180 464

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2009 Surveyed Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 1 TGJ B3301 Griggs Hill

42 109 69

42 155 238

A3047 Nut Lane A30 Westbound

85 155 483

271 150 510

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2009 Surveyed Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 2 TGJ TEMPRO 1.07

B3301 Griggs Hill

34 202 53

51 103 370

A3047 Nut Lane A30 Westbound

52 92 483

268 192 495

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 TEMPRO Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 3 TGJ TEMPRO 1.06

B3301 Griggs Hill

45 116 73

45 165 253

A3047 Nut Lane A30 Westbound

90 165 514

288 160 542

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 TEMPRO Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 4 TGJ TEMPRO 1.24

B3301 Griggs Hill

40 234 62

59 120 429

A3047 Nut Lane A30 Westbound

61 106 560

310 223 574

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 TEMPRO Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 5 TGJ TEMPRO 1.23

B3301 Griggs Hill

52 134 85

52 191 293

A3047 Nut Lane A30 Westbound

105 191 595

334 185 628

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 TEMPRO Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 6 TGJ TEMPRO 1.07

Seasonal 1.30 B3301 Griggs Hill

44 262 69

67 135 481

A3047 Nut Lane A30 Westbound

68 119 628

348 250 643

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 TEMPRO + Seasonal Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 7 TGJ TEMPRO 1.06

Seasonal 1.30 B3301 Griggs Hill

58 151 95

58 214 329

A3047 Nut Lane A30 Westbound

118 214 668

375 207 705

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 TEMPRO + Seasonal PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 8 TGJ TEMPRO 1.24

Seasonal 1.30 B3301 Griggs Hill

49 289 76

73 148 530

A3047 Nut Lane A30 Westbound

75 131 692

384 275 709

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 TEMPRO + Seasonal Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 9 TGJ TEMPRO 1.23

Seasonal 1.30 B3301 Griggs Hill

67 175 111

67 248 381

A3047 Nut Lane A30 Westbound

136 248 774

434 240 817

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 TEMPRO + Seasonal Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 10 TGJ B3301 Griggs Hill

12 108 13

9 11 0

A3047 Nut Lane A30 Westbound

9 9 21

0 113 23

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle Committed Development AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 11 TGJ B3301 Griggs Hill

17 156 18

10 11 0

A3047 Nut Lane A30 Westbound

11 11 25

0 182 24

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle Committed Development PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 12 TGJ TEMPRO 1.07

B3301 Griggs Hill

46 310 66

60 114 370

A3047 Nut Lane A30 Westbound

61 101 504

268 305 518

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 TEMPRO + ING Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 13 TGJ TEMPRO 1.06

B3301 Griggs Hill

62 272 91

55 176 253

A3047 Nut Lane A30 Westbound

101 176 539

288 342 566

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 TEMPRO + ING Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 14 TGJ TEMPRO 1.24

B3301 Griggs Hill

52 342 75

68 131 429

A3047 Nut Lane A30 Westbound

70 115 581

310 336 597

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 TEMPRO + ING Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 15 TGJ TEMPRO 1.23

B3301 Griggs Hill

84 331 129

77 259 381

A3047 Nut Lane A30 Westbound

147 259 799

434 422 841

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 TEMPRO + ING Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 16 TGJ TEMPRO 1.07

Seasonal 1.30 B3301 Griggs Hill

56 370 82

76 146 481

A3047 Nut Lane A30 Westbound

77 128 649

348 363 666

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 Committed + Seasonal Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 17 TGJ TEMPRO 1.06

Seasonal 1.30 B3301 Griggs Hill

75 307 113

68 225 329

A3047 Nut Lane A30 Westbound

129 225 693

375 389 729

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 Committed + Seasonal PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 18 TGJ TEMPRO 1.24

Seasonal 1.30 B3301 Griggs Hill

61 397 89

82 159 530

A3047 Nut Lane A30 Westbound

84 140 713

384 388 732

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 Committed + Seasonal Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 19 TGJ TEMPRO 1.23

Seasonal 1.30 B3301 Griggs Hill

84 331 129

77 259 381

A3047 Nut Lane A30 Westbound

147 259 799

434 422 841

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 Committed + Seasonal Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 20 TGJ B3301 Griggs Hill

005

0 10 0

A3047 Nut Lane A30 Westbound

5 9 47

0050

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle Development Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 21 TGJ B3301 Griggs Hill

0014

0 30 0

A3047 Nut Lane A30 Westbound

18 32 101

0099

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle Development Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 22 TGJ Seasonal 1.27

B3301 Griggs Hill

006

0 13 0

A3047 Nut Lane A30 Westbound

6 11 60

0064

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle Seasonal Development Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 23 TGJ Seasonal 1.27

B3301 Griggs Hill

0018

0 38 0

A3047 Nut Lane A30 Westbound

23 41 128

0 0 126

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle Seasonal Development Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 24 TGJ TEMPRO 1.07

B3301 Griggs Hill

46 310 71

60 124 370

A3047 Nut Lane A30 Westbound

66 110 551

268 305 568

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 TEMPRO + ING + Dev AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 25 TGJ TEMPRO 1.06

B3301 Griggs Hill

62 272 105

55 206 253

A3047 Nut Lane A30 Westbound

119 208 640

288 342 665

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 TEMPRO + ING + Dev PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 26 TGJ TEMPRO 1.24

B3301 Griggs Hill

52 342 80

68 141 429

A3047 Nut Lane A30 Westbound

75 124 628

310 336 647

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 TEMPRO + ING + Dev AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 27 TGJ TEMPRO 1.23

B3301 Griggs Hill

84 331 143

77 289 381

A3047 Nut Lane A30 Westbound

165 291 900

434 422 940

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 TEMPRO + ING + Dev PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 28 TGJ TEMPRO 1.07

Seasonal 1.30 B3301 Griggs Hill

56 370 89

76 158 481

A3047 Nut Lane A30 Westbound

83 140 709

348 363 730

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 Committed + Seasonal + SDev Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 29 TGJ TEMPRO 1.06

Seasonal 1.30 B3301 Griggs Hill

75 307 131

68 263 329

A3047 Nut Lane A30 Westbound

151 266 821

375 389 855

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2012 Committed + Seasonal + SDev Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 30 TGJ TEMPRO 1.24

Seasonal 1.30 B3301 Griggs Hill

61 397 96

82 172 530

A3047 Nut Lane A30 Westbound

90 152 773

384 388 796

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 Committed + Seasonal + SDev Flows AM

Time Period: AM Peak 08:00 - 09:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 31 TGJ TEMPRO 1.23

Seasonal 1.30 B3301 Griggs Hill

84 331 146

77 297 381

A3047 Nut Lane A30 Westbound

170 300 927

434 422 967

A30 Eastbound

Project: Diagram Title:

Proposed Retail Development impact at St Erth Gyratory, Hayle 2020 Committed + Seasonal + SDev Flows PM

Time Period: PM Peak 17:00 - 18:00

Date: Diagram No.: Figure: Produced by: Aug-10 HBH10093/02 32 TGJ Asda Transport Assessment HBH10093

APPENDIX L WCSP Shoppers Survey

APPENDIX L

Western Cornwall Retail Park - Customers’ Interview Survey

1.1.1 In order to gain a full picture of the prevailing Retail demand, retail catchment area and journey purposes at the neighbouring West Cornwall Retail Park, a shopper’s interview survey was conducted on: • Friday 22nd of May 2009 between 10:00-18:00 • Saturday 23rd of May 2009 between 09:00-13:00 1.1.2 with the following questions: Table 9.1 Shoppers Interview Survey

1.1.3 During the 2-day survey, 6 enumerators were positioned at the main entrance of each individual store interviewing 975 customers. The collected journey information was interpreted and tabulated as follows:

Friday Survey – 22nd of May 2009

1.1.4 On Friday 22nd of May, a total of 602 shoppers were interviewed of which 153 were identified as tourists, leaving approximately 75% of the respondents as local i.e. considered to be residents in the area. The purposes of these recorded journeys are further broken down as follows: Table 9.2 Friday Survey – Journey Purposes

1.1.5 21% of these local based trips originated within the Hayle area, and a further 65% were from Camborne/Redruth, St. Ives, or Penzance. The origin/ home address of the recorded journeys are illustrated within Appendix G.

Saturday Survey – 23rd of May 2009 1.1.6 On Saturday the 23rd of May, a total of 373 visitors were interviewed of which 24% were identified as tourist associated with the remaining 285 journeys made by local shoppers. A detailed break-down of the reported journeys are summarised as follow: Table 9.3 Saturday Survey – Journey Purpose

1.1.7 Similar to Friday’s Survey, over 80% of these local based trips originated within the Hayle area Camborne/Redruth, St. Ives, or Penzance with approximately 26% originating in Hayle. The origin/ home address of the recorded journeys are illustrated within Appendix G. 1.1.8 During the 2-day survey, a total of 203 customers, recorded as living in Hayle and St Ives area, responded that: • 55% remained local for their regular food Retail with the remaining split 50/50 between Penzance and Camborne area. • Approximately 74% of the journeys had the sole purpose of Retail, whilst, the remaining percentage are evenly split between work related and other Retail trips. 1.1.9 The Shoppers’ Interview Survey reveals that: • As a result of tourism, the number of visitors to the retail park increased by 30-35%.              





  '      - $ $      ! 

" #$ %&  ! 

' ( ! 

 $ ! 

)$   *  ! +,  )  .    +            &  $ 

               !" #$  !"  %    &#$ '     (&    )$ * +   , ,  %- --

'  $   '$  $ 0 1234

 )&   + !   / ! +  + !   )  .             $   & 

  #         5/ , 2 $ 3 $  55  !" #$  !"  ,  & #$ '   35  (&    )$ * +   - ,    --

'  $   '$  $ 0 1234

 )&   + !   / ! +  + !   )  .    /   $      - $ $ 

    "  $1 %&      ' (        # 3  $# '      $        







 '      - $ $  )  .  

   ! 

" #$ %&  ! 

' ( ! 

 $ ! 

)$   *  ! + Asda Transport Assessment HBH10093

APPENDIX M Multi Modal TRICS Datasets

APPENDIX M

TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 1 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 01 - RETAIL Category : A - FOOD SUPERSTORE MULTI-MODAL VEHICLES

Selected regions and areas: 03 SOUTH WEST GS GLOUCESTERSHIRE 1 days 05 EAST MIDLANDS LE LEICESTERSHIRE 1 days NT NOTTINGHAMSHIRE 1 days 06 WEST MIDLANDS SH SHROPSHIRE 1 days 10 WALES CF CARDIFF 1 days 17 ULSTER (NORTHERN IRELAND) AN ANTRIM 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Filtering Stage 2 selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Gross floor area Range: 4212 to 7950 (units: sqm)

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/02 to 08/07/10

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Thursday 1 days Friday 5 days

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

Selected survey types: Manual count 6 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Suburban Area (PPS6 Out of Centre) 3 Edge of Town 3

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Commercial Zone 1 Residential Zone 2 Built-Up Zone 2 No Sub Category 1

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 2 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Filtering Stage 3 selection:

Use Class: A 1 6 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

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

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

Population within 5 miles: 75,001 to 100,000 1 days 125,001 to 250,000 1 days 250,001 to 500,000 4 days

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

Car ownership within 5 miles: 0.6 to 1.0 3 days 1.1 to 1.5 3 days

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

Petrol filling station: Excluded from count or no filling station 0 days Included in the survey count 6 days

This data displays the number of surveys within the selected set that include petrol filling station activity, and the number of surveys that do not.

Travel Plan: No 6 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 3 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

LIST OF SITES relevant to selection parameters

1 AN-01-A-01 TESCO, BELFAST ANTRIM KNOCKNAGONEY ROAD KNOCKNAGONEY BELFAST Edge of Town Residential Zone Total Gross floor area: 6 9 4 5 sqm Survey date: FRIDAY 03/10/03 Survey Type: MANUAL 2 CF-01-A-02 MORRISONS, CARDIFF CARDIFF TY-GLAS ROAD LLANISHEN CARDIFF Suburban Area (PPS6 Out of Centre) Built-Up Zone Total Gross floor area: 4 2 1 2 sqm Survey date: FRIDAY 27/10/06 Survey Type: MANUAL 3 GS-01-A-03 SAINSBURYS, GLOUCESTER GLOUCESTERSHIRE BARNETT WAY BARNWOOD GLOUCESTER Edge of Town Commercial Zone Total Gross floor area: 7 9 5 0 sqm Survey date: FRIDAY 30/04/10 Survey Type: MANUAL 4 LE-01-A-01 SAINSBURYS, LEICESTER LEICESTERSHIRE GLEN ROAD OADBY LEICESTER Edge of Town Residential Zone Total Gross floor area: 4 8 5 0 sqm Survey date: FRIDAY 19/06/09 Survey Type: MANUAL 5 NT-01-A-04 SAINSBURYS, NOTTINGHAM NOTTINGHAMSHIRE NOTTINGHAM ROAD ARNOLD NOTTINGHAM Suburban Area (PPS6 Out of Centre) Built-Up Zone Total Gross floor area: 6 5 9 4 sqm Survey date: FRIDAY 12/09/03 Survey Type: MANUAL 6 SH-01-A-02 MORRISONS, SHREWSBURY SHROPSHIRE WHITCHURCH ROAD DITHERINGTON SHREWSBURY Suburban Area (PPS6 Out of Centre) No Sub Category Total Gross floor area: 6 8 0 0 sqm Survey date: THURSDAY 11/06/09 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 4 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 6 6225 2.150 6 6225 1.713 6 6225 3.863 08:00 - 09:00 6 6225 4.345 6 6225 2.838 6 6225 7.183 09:00 - 10:00 6 6225 5.928 6 6225 4.241 6 6225 10.169 10:00 - 11:00 6 6225 6.230 6 6225 5.625 6 6225 11.855 11:00 - 12:00 6 6225 6.447 6 6225 6.367 6 6225 12.814 12:00 - 13:00 6 6225 6.803 6 6225 6.752 6 6225 13.555 13:00 - 14:00 6 6225 6.335 6 6225 6.522 6 6225 12.857 14:00 - 15:00 6 6225 5.850 6 6225 6.120 6 6225 11.970 15:00 - 16:00 6 6225 6.144 6 6225 6.351 6 6225 12.495 16:00 - 17:00 6 6225 6.404 6 6225 6.262 6 6225 12.666 17:00 - 18:00 6 6225 6.380 6 6225 6.921 6 6225 13.301 18:00 - 19:00 6 6225 5.928 6 6225 6.610 6 6225 12.538 19:00 - 20:00 6 6225 4.530 6 6225 5.248 6 6225 9.778 20:00 - 21:00 6 6225 3.033 6 6225 3.767 6 6225 6.800 21:00 - 22:00 6 6225 1.925 6 6225 2.439 6 6225 4.364 22:00 - 23:00 2 5403 0.333 2 5403 0.648 2 5403 0.981 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 7 8.765 7 8.424 157.189

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

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

Parameter summary

Trip rate parameter range selected: 4212 - 7950 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 8 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL OGVS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 6 6225 0.035 6 6225 0.035 6 6225 0.070 08:00 - 09:00 6 6225 0.032 6 6225 0.024 6 6225 0.056 09:00 - 10:00 6 6225 0.046 6 6225 0.037 6 6225 0.083 10:00 - 11:00 6 6225 0.019 6 6225 0.027 6 6225 0.046 11:00 - 12:00 6 6225 0.037 6 6225 0.027 6 6225 0.064 12:00 - 13:00 6 6225 0.040 6 6225 0.016 6 6225 0.056 13:00 - 14:00 6 6225 0.021 6 6225 0.029 6 6225 0.050 14:00 - 15:00 6 6225 0.019 6 6225 0.016 6 6225 0.035 15:00 - 16:00 6 6225 0.027 6 6225 0.027 6 6225 0.054 16:00 - 17:00 6 6225 0.016 6 6225 0.024 6 6225 0.040 17:00 - 18:00 6 6225 0.011 6 6225 0.019 6 6225 0.030 18:00 - 19:00 6 6225 0.032 6 6225 0.008 6 6225 0.040 19:00 - 20:00 6 6225 0.011 6 6225 0.013 6 6225 0.024 20:00 - 21:00 6 6225 0.008 6 6225 0.016 6 6225 0.024 21:00 - 22:00 6 6225 0.005 6 6225 0.005 6 6225 0.010 22:00 - 23:00 2 5403 0.009 2 5403 0.009 2 5403 0.018 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.368 0.332 0.700

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

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

Parameter summary

Trip rate parameter range selected: 4212 - 7950 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 12 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL PSVS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 6 6225 0.013 6 6225 0.029 6 6225 0.042 08:00 - 09:00 6 6225 0.016 6 6225 0.021 6 6225 0.037 09:00 - 10:00 6 6225 0.024 6 6225 0.024 6 6225 0.048 10:00 - 11:00 6 6225 0.037 6 6225 0.027 6 6225 0.064 11:00 - 12:00 6 6225 0.013 6 6225 0.027 6 6225 0.040 12:00 - 13:00 6 6225 0.029 6 6225 0.027 6 6225 0.056 13:00 - 14:00 6 6225 0.021 6 6225 0.027 6 6225 0.048 14:00 - 15:00 6 6225 0.016 6 6225 0.019 6 6225 0.035 15:00 - 16:00 6 6225 0.019 6 6225 0.027 6 6225 0.046 16:00 - 17:00 6 6225 0.043 6 6225 0.016 6 6225 0.059 17:00 - 18:00 6 6225 0.021 6 6225 0.016 6 6225 0.037 18:00 - 19:00 6 6225 0.013 6 6225 0.016 6 6225 0.029 19:00 - 20:00 6 6225 0.013 6 6225 0.011 6 6225 0.024 20:00 - 21:00 6 6225 0.008 6 6225 0.008 6 6225 0.016 21:00 - 22:00 6 6225 0.005 6 6225 0.008 6 6225 0.013 22:00 - 23:00 2 5403 0.000 2 5403 0.000 2 5403 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.291 0.303 0.594

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

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

Parameter summary

Trip rate parameter range selected: 4212 - 7950 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 16 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL CYCLISTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 6 6225 0.024 6 6225 0.027 6 6225 0.051 08:00 - 09:00 6 6225 0.035 6 6225 0.021 6 6225 0.056 09:00 - 10:00 6 6225 0.035 6 6225 0.027 6 6225 0.062 10:00 - 11:00 6 6225 0.027 6 6225 0.043 6 6225 0.070 11:00 - 12:00 6 6225 0.043 6 6225 0.032 6 6225 0.075 12:00 - 13:00 6 6225 0.048 6 6225 0.059 6 6225 0.107 13:00 - 14:00 6 6225 0.035 6 6225 0.035 6 6225 0.070 14:00 - 15:00 6 6225 0.019 6 6225 0.032 6 6225 0.051 15:00 - 16:00 6 6225 0.037 6 6225 0.040 6 6225 0.077 16:00 - 17:00 6 6225 0.067 6 6225 0.054 6 6225 0.121 17:00 - 18:00 6 6225 0.048 6 6225 0.056 6 6225 0.104 18:00 - 19:00 6 6225 0.019 6 6225 0.046 6 6225 0.065 19:00 - 20:00 6 6225 0.029 6 6225 0.037 6 6225 0.066 20:00 - 21:00 6 6225 0.029 6 6225 0.027 6 6225 0.056 21:00 - 22:00 6 6225 0.011 6 6225 0.021 6 6225 0.032 22:00 - 23:00 2 5403 0.000 2 5403 0.000 2 5403 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.506 0.557 1.063

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

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

Parameter summary

Trip rate parameter range selected: 4212 - 7950 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 20 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL VEHICLE OCCUPANTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 6 6225 2.554 6 6225 1.920 6 6225 4.474 08:00 - 09:00 6 6225 5.264 6 6225 3.363 6 6225 8.627 09:00 - 10:00 6 6225 7.764 6 6225 5.055 6 6225 12.819 10:00 - 11:00 6 6225 8.798 6 6225 7.582 6 6225 16.380 11:00 - 12:00 6 6225 8.969 6 6225 8.720 6 6225 17.689 12:00 - 13:00 6 6225 8.934 6 6225 9.205 6 6225 18.139 13:00 - 14:00 6 6225 8.428 6 6225 8.765 6 6225 17.193 14:00 - 15:00 6 6225 7.944 6 6225 8.254 6 6225 16.198 15:00 - 16:00 6 6225 8.873 6 6225 8.929 6 6225 17.802 16:00 - 17:00 6 6225 9.106 6 6225 8.795 6 6225 17.901 17:00 - 18:00 6 6225 8.966 6 6225 9.620 6 6225 18.586 18:00 - 19:00 6 6225 8.554 6 6225 9.555 6 6225 18.109 19:00 - 20:00 6 6225 6.934 6 6225 8.037 6 6225 14.971 20:00 - 21:00 6 6225 4.493 6 6225 5.700 6 6225 10.193 21:00 - 22:00 6 6225 2.715 6 6225 3.684 6 6225 6.399 22:00 - 23:00 2 5403 0.453 2 5403 0.953 2 5403 1.406 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 108.749 108.137 216.886

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

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

Parameter summary

Trip rate parameter range selected: 4212 - 7950 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 24 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL PEDESTRIANS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 6 6225 0.182 6 6225 0.094 6 6225 0.276 08:00 - 09:00 6 6225 0.530 6 6225 0.377 6 6225 0.907 09:00 - 10:00 6 6225 0.854 6 6225 0.519 6 6225 1.373 10:00 - 11:00 6 6225 1.100 6 6225 0.905 6 6225 2.005 11:00 - 12:00 6 6225 0.958 6 6225 0.819 6 6225 1.777 12:00 - 13:00 6 6225 2.244 6 6225 1.855 6 6225 4.099 13:00 - 14:00 6 6225 1.443 6 6225 1.716 6 6225 3.159 14:00 - 15:00 6 6225 0.669 6 6225 0.728 6 6225 1.397 15:00 - 16:00 6 6225 0.865 6 6225 0.731 6 6225 1.596 16:00 - 17:00 6 6225 0.846 6 6225 0.792 6 6225 1.638 17:00 - 18:00 6 6225 0.672 6 6225 0.677 6 6225 1.349 18:00 - 19:00 6 6225 0.664 6 6225 0.731 6 6225 1.395 19:00 - 20:00 6 6225 0.466 6 6225 0.602 6 6225 1.068 20:00 - 21:00 6 6225 0.222 6 6225 0.316 6 6225 0.538 21:00 - 22:00 6 6225 0.193 6 6225 0.217 6 6225 0.410 22:00 - 23:00 2 5403 0.046 2 5403 0.185 2 5403 0.231 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 1 1.954 1 1.264 2 3.218

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

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

Parameter summary

Trip rate parameter range selected: 4212 - 7950 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 28 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL PUBLIC TRANSPORT USERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 6 6225 0.037 6 6225 0.021 6 6225 0.058 08:00 - 09:00 6 6225 0.070 6 6225 0.048 6 6225 0.118 09:00 - 10:00 6 6225 0.137 6 6225 0.075 6 6225 0.212 10:00 - 11:00 6 6225 0.120 6 6225 0.112 6 6225 0.232 11:00 - 12:00 6 6225 0.129 6 6225 0.131 6 6225 0.260 12:00 - 13:00 6 6225 0.129 6 6225 0.206 6 6225 0.335 13:00 - 14:00 6 6225 0.091 6 6225 0.080 6 6225 0.171 14:00 - 15:00 6 6225 0.142 6 6225 0.150 6 6225 0.292 15:00 - 16:00 6 6225 0.099 6 6225 0.137 6 6225 0.236 16:00 - 17:00 6 6225 0.086 6 6225 0.094 6 6225 0.180 17:00 - 18:00 6 6225 0.083 6 6225 0.072 6 6225 0.155 18:00 - 19:00 6 6225 0.056 6 6225 0.043 6 6225 0.099 19:00 - 20:00 6 6225 0.005 6 6225 0.048 6 6225 0.053 20:00 - 21:00 6 6225 0.005 6 6225 0.035 6 6225 0.040 21:00 - 22:00 6 6225 0.027 6 6225 0.021 6 6225 0.048 22:00 - 23:00 2 5403 0.000 2 5403 0.000 2 5403 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 1.216 1.273 2.489

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

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

Parameter summary

Trip rate parameter range selected: 4212 - 7950 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Page 32 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL TOTAL PEOPLE Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 6 6225 2.798 6 6225 2.062 6 6225 4.860 08:00 - 09:00 6 6225 5.898 6 6225 3.810 6 6225 9.708 09:00 - 10:00 6 6225 8.790 6 6225 5.676 6 6225 14.466 10:00 - 11:00 6 6225 10.045 6 6225 8.642 6 6225 18.687 11:00 - 12:00 6 6225 10.099 6 6225 9.703 6 6225 19.802 12:00 - 13:00 6 6225 11.354 6 6225 11.325 6 6225 22.679 13:00 - 14:00 6 6225 9.997 6 6225 10.597 6 6225 20.594 14:00 - 15:00 6 6225 8.774 6 6225 9.164 6 6225 17.938 15:00 - 16:00 6 6225 9.874 6 6225 9.836 6 6225 19.710 16:00 - 17:00 6 6225 10.104 6 6225 9.735 6 6225 19.839 17:00 - 18:00 6 6225 9.769 6 6225 10.425 6 6225 20.194 18:00 - 19:00 6 6225 9.293 6 6225 10.375 6 6225 19.668 19:00 - 20:00 6 6225 7.435 6 6225 8.725 6 6225 16.160 20:00 - 21:00 6 6225 4.750 6 6225 6.077 6 6225 10.827 21:00 - 22:00 6 6225 2.945 6 6225 3.944 6 6225 6.889 22:00 - 23:00 2 5403 0.500 2 5403 1.138 2 5403 1.638 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 122.425 121.234 243.659

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

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

Parameter summary

Trip rate parameter range selected: 4212 - 7950 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 6 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 1 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 01 - RETAIL Category : A - FOOD SUPERSTORE MULTI-MODAL VEHICLES

Selected regions and areas: 02 SOUTH EAST EX ESSEX 1 days 03 SOUTH WEST CW CORNWALL 1 days DC DORSET 1 days 05 EAST MIDLANDS LN LINCOLNSHIRE 1 days NR NORTHAMPTONSHIRE 1 days 07 YORKSHIRE & NORTH LINCOLNSHIRE NY NORTH YORKSHIRE 1 days 10 WALES MM MONMOUTHSHIRE 1 days 11 SCOTLAND EA EAST AYRSHIRE 1 days SR STIRLING 1 days 17 ULSTER (NORTHERN IRELAND) DE DERRY 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Filtering Stage 2 selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Gross floor area Range: 3000 to 9800 (units: sqm)

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/02 to 08/07/10

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Saturday 10 days

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

Selected survey types: Manual count 10 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Suburban Area (PPS6 Out of Centre) 3 Edge of Town 7

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Commercial Zone 1 Development Zone 1 Retail Zone 2 No Sub Category 6 TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 2 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

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

Filtering Stage 3 selection:

Use Class: A 1 10 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile: 1,001 to 5,000 3 days 5,001 to 10,000 2 days 10,001 to 15,000 2 days 15,001 to 20,000 2 days 20,001 to 25,000 1 days

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

Population within 5 miles: 5,001 to 25,000 2 days 25,001 to 50,000 1 days 50,001 to 75,000 3 days 75,001 to 100,000 1 days 100,001 to 125,000 1 days 125,001 to 250,000 2 days

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

Car ownership within 5 miles: 0.6 to 1.0 1 days 1.1 to 1.5 7 days 1.6 to 2.0 2 days

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

Petrol filling station: Excluded from count or no filling station 0 days Included in the survey count 10 days

This data displays the number of surveys within the selected set that include petrol filling station activity, and the number of surveys that do not.

Travel Plan: No 10 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 3 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

LIST OF SITES relevant to selection parameters

1 CW-01-A-09 ASDA, PENRYN CORNWALL KERNICK ROAD

PENRYN Edge of Town No Sub Category Total Gross floor area: 8 9 9 1 sqm Survey date: SATURDAY 23/05/09 Survey Type: MANUAL 2 DC-01-A-18 MORRISONS, WEYMOUTH DORSET DORCHESTER ROAD

WEYMOUTH Edge of Town No Sub Category Total Gross floor area: 5 1 5 6 sqm Survey date: SATURDAY 12/07/08 Survey Type: MANUAL 3 DE-01-A-02 ASDA, COLERAINE DERRY RING ROAD

COLERAINE Edge of Town No Sub Category Total Gross floor area: 9 8 0 0 sqm Survey date: SATURDAY 14/11/09 Survey Type: MANUAL 4 EA-01-A-01 MORRISONS, KILMARNOCK EAST AYRSHIRE WEST LANGLANDS ST.

KILMARNOCK Suburban Area (PPS6 Out of Centre) No Sub Category Total Gross floor area: 9 0 0 0 sqm Survey date: SATURDAY 14/06/08 Survey Type: MANUAL 5 EX-01-A-02 CO-OP, COLCHESTER ESSEX PEARTREE ROAD STANWAY COLCHESTER Suburban Area (PPS6 Out of Centre) Retail Zone Total Gross floor area: 3 0 0 0 sqm Survey date: SATURDAY 12/07/08 Survey Type: MANUAL 6 LN-01-A-06 SAINSBURYS, LINCOLN LINCOLNSHIRE TRITTON ROAD

LINCOLN Edge of Town Commercial Zone Total Gross floor area: 6 9 5 0 sqm Survey date: SATURDAY 12/05/07 Survey Type: MANUAL 7 MM-01-A-01 WAITROSE, ABERGAVENNY MONMOUTHSHIRE VALLEYS RD

ABERGAVENNY Edge of Town No Sub Category Total Gross floor area: 4 5 5 0 sqm Survey date: SATURDAY 06/10/07 Survey Type: MANUAL TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 4 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

LIST OF SITES relevant to selection parameters (Cont.)

8 NR-01-A-02 SAINSBURYS, NORTHAMPTON NORTHAMPTONSHIRE WEEDON ROAD SIXFIELDS NORTHAMPTON Suburban Area (PPS6 Out of Centre) Development Zone Total Gross floor area: 6 8 0 0 sqm Survey date: SATURDAY 29/11/08 Survey Type: MANUAL 9 NY-01-A-04 MORRISONS, BOROUGHBRIDGE NORTH YORKSHIRE WETHERBY ROAD

BOROUGHBRIDGE Edge of Town No Sub Category Total Gross floor area: 6 3 2 0 sqm Survey date: SATURDAY 13/09/08 Survey Type: MANUAL 10 SR-01-A-01 MORRISONS, STIRLING STIRLING IAN URQUHART WAY

STIRLING Edge of Town Retail Zone Total Gross floor area: 7 0 0 0 sqm Survey date: SATURDAY 21/04/07 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 5 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 1.329 10 6757 0.799 10 6757 2.128 08:00 - 09:00 10 6757 3.474 10 6757 2.275 10 6757 5.749 09:00 - 10:00 10 6757 5.108 10 6757 4.101 10 6757 9.209 10:00 - 11:00 10 6757 6.410 10 6757 5.528 10 6757 11.938 11:00 - 12:00 10 6757 6.978 10 6757 6.632 10 6757 13.610 12:00 - 13:00 10 6757 6.664 10 6757 6.471 10 6757 13.135 13:00 - 14:00 10 6757 6.382 10 6757 6.442 10 6757 12.824 14:00 - 15:00 10 6757 6.259 10 6757 6.274 10 6757 12.533 15:00 - 16:00 10 6757 6.210 10 6757 6.275 10 6757 12.485 16:00 - 17:00 10 6757 5.775 10 6757 6.801 10 6757 12.576 17:00 - 18:00 10 6757 4.970 10 6757 5.889 10 6757 10.859 18:00 - 19:00 10 6757 3.704 10 6757 4.823 10 6757 8.527 19:00 - 20:00 10 6757 2.485 10 6757 3.110 10 6757 5.595 20:00 - 21:00 10 6757 1.282 10 6757 1.783 10 6757 3.065 21:00 - 22:00 6 6783 0.845 6 6783 1.152 6 6783 1.997 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 6 7.875 6 8.355 136.230

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 9 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL TAXIS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 0.015 10 6757 0.015 10 6757 0.030 08:00 - 09:00 10 6757 0.024 10 6757 0.022 10 6757 0.046 09:00 - 10:00 10 6757 0.027 10 6757 0.025 10 6757 0.052 10:00 - 11:00 10 6757 0.021 10 6757 0.015 10 6757 0.036 11:00 - 12:00 10 6757 0.034 10 6757 0.031 10 6757 0.065 12:00 - 13:00 10 6757 0.044 10 6757 0.027 10 6757 0.071 13:00 - 14:00 10 6757 0.038 10 6757 0.052 10 6757 0.090 14:00 - 15:00 10 6757 0.047 10 6757 0.058 10 6757 0.105 15:00 - 16:00 10 6757 0.047 10 6757 0.041 10 6757 0.088 16:00 - 17:00 10 6757 0.036 10 6757 0.031 10 6757 0.067 17:00 - 18:00 10 6757 0.022 10 6757 0.021 10 6757 0.043 18:00 - 19:00 10 6757 0.019 10 6757 0.024 10 6757 0.043 19:00 - 20:00 10 6757 0.015 10 6757 0.024 10 6757 0.039 20:00 - 21:00 10 6757 0.003 10 6757 0.004 10 6757 0.007 21:00 - 22:00 6 6783 0.000 6 6783 0.005 6 6783 0.005 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.392 0.395 0.787

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 13 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL OGVS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 0.021 10 6757 0.019 10 6757 0.040 08:00 - 09:00 10 6757 0.024 10 6757 0.025 10 6757 0.049 09:00 - 10:00 10 6757 0.016 10 6757 0.025 10 6757 0.041 10:00 - 11:00 10 6757 0.025 10 6757 0.021 10 6757 0.046 11:00 - 12:00 10 6757 0.003 10 6757 0.004 10 6757 0.007 12:00 - 13:00 10 6757 0.019 10 6757 0.021 10 6757 0.040 13:00 - 14:00 10 6757 0.009 10 6757 0.009 10 6757 0.018 14:00 - 15:00 10 6757 0.012 10 6757 0.007 10 6757 0.019 15:00 - 16:00 10 6757 0.013 10 6757 0.004 10 6757 0.017 16:00 - 17:00 10 6757 0.015 10 6757 0.010 10 6757 0.025 17:00 - 18:00 10 6757 0.007 10 6757 0.009 10 6757 0.016 18:00 - 19:00 10 6757 0.004 10 6757 0.004 10 6757 0.008 19:00 - 20:00 10 6757 0.006 10 6757 0.006 10 6757 0.012 20:00 - 21:00 10 6757 0.000 10 6757 0.004 10 6757 0.004 21:00 - 22:00 6 6783 0.000 6 6783 0.002 6 6783 0.002 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.174 0.170 0.344

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 17 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL PSVS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 0.007 10 6757 0.006 10 6757 0.013 08:00 - 09:00 10 6757 0.024 10 6757 0.019 10 6757 0.043 09:00 - 10:00 10 6757 0.025 10 6757 0.030 10 6757 0.055 10:00 - 11:00 10 6757 0.028 10 6757 0.021 10 6757 0.049 11:00 - 12:00 10 6757 0.028 10 6757 0.033 10 6757 0.061 12:00 - 13:00 10 6757 0.021 10 6757 0.021 10 6757 0.042 13:00 - 14:00 10 6757 0.021 10 6757 0.030 10 6757 0.051 14:00 - 15:00 10 6757 0.028 10 6757 0.021 10 6757 0.049 15:00 - 16:00 10 6757 0.021 10 6757 0.027 10 6757 0.048 16:00 - 17:00 10 6757 0.019 10 6757 0.018 10 6757 0.037 17:00 - 18:00 10 6757 0.022 10 6757 0.019 10 6757 0.041 18:00 - 19:00 10 6757 0.013 10 6757 0.013 10 6757 0.026 19:00 - 20:00 10 6757 0.004 10 6757 0.010 10 6757 0.014 20:00 - 21:00 10 6757 0.001 10 6757 0.001 10 6757 0.002 21:00 - 22:00 6 6783 0.000 6 6783 0.000 6 6783 0.000 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.262 0.269 0.531

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 21 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL CYCLISTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 0.006 10 6757 0.006 10 6757 0.012 08:00 - 09:00 10 6757 0.021 10 6757 0.012 10 6757 0.033 09:00 - 10:00 10 6757 0.024 10 6757 0.025 10 6757 0.049 10:00 - 11:00 10 6757 0.030 10 6757 0.021 10 6757 0.051 11:00 - 12:00 10 6757 0.037 10 6757 0.025 10 6757 0.062 12:00 - 13:00 10 6757 0.041 10 6757 0.053 10 6757 0.094 13:00 - 14:00 10 6757 0.031 10 6757 0.028 10 6757 0.059 14:00 - 15:00 10 6757 0.064 10 6757 0.034 10 6757 0.098 15:00 - 16:00 10 6757 0.028 10 6757 0.068 10 6757 0.096 16:00 - 17:00 10 6757 0.033 10 6757 0.028 10 6757 0.061 17:00 - 18:00 10 6757 0.027 10 6757 0.022 10 6757 0.049 18:00 - 19:00 10 6757 0.024 10 6757 0.025 10 6757 0.049 19:00 - 20:00 10 6757 0.016 10 6757 0.016 10 6757 0.032 20:00 - 21:00 10 6757 0.012 10 6757 0.010 10 6757 0.022 21:00 - 22:00 6 6783 0.000 6 6783 0.012 6 6783 0.012 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.394 0.385 0.779

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 25 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL VEHICLE OCCUPANTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 1.680 10 6757 0.912 10 6757 2.592 08:00 - 09:00 10 6757 4.887 10 6757 2.831 10 6757 7.718 09:00 - 10:00 10 6757 7.637 10 6757 5.633 10 6757 13.270 10:00 - 11:00 10 6757 10.323 10 6757 8.395 10 6757 18.718 11:00 - 12:00 10 6757 11.812 10 6757 10.822 10 6757 22.634 12:00 - 13:00 10 6757 11.198 10 6757 10.755 10 6757 21.953 13:00 - 14:00 10 6757 11.118 10 6757 11.085 10 6757 22.203 14:00 - 15:00 10 6757 11.150 10 6757 10.921 10 6757 22.071 15:00 - 16:00 10 6757 10.897 10 6757 10.789 10 6757 21.686 16:00 - 17:00 10 6757 10.200 10 6757 11.871 10 6757 22.071 17:00 - 18:00 10 6757 8.480 10 6757 10.339 10 6757 18.819 18:00 - 19:00 10 6757 6.269 10 6757 8.384 10 6757 14.653 19:00 - 20:00 10 6757 4.076 10 6757 5.282 10 6757 9.358 20:00 - 21:00 10 6757 2.085 10 6757 3.090 10 6757 5.175 21:00 - 22:00 6 6783 1.238 6 6783 2.180 6 6783 3.418 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 113.050 113.289 226.339

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 29 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL PEDESTRIANS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 0.055 10 6757 0.022 10 6757 0.077 08:00 - 09:00 10 6757 0.148 10 6757 0.102 10 6757 0.250 09:00 - 10:00 10 6757 0.250 10 6757 0.173 10 6757 0.423 10:00 - 11:00 10 6757 0.334 10 6757 0.296 10 6757 0.630 11:00 - 12:00 10 6757 0.352 10 6757 0.326 10 6757 0.678 12:00 - 13:00 10 6757 0.391 10 6757 0.342 10 6757 0.733 13:00 - 14:00 10 6757 0.389 10 6757 0.337 10 6757 0.726 14:00 - 15:00 10 6757 0.352 10 6757 0.342 10 6757 0.694 15:00 - 16:00 10 6757 0.337 10 6757 0.275 10 6757 0.612 16:00 - 17:00 10 6757 0.303 10 6757 0.354 10 6757 0.657 17:00 - 18:00 10 6757 0.229 10 6757 0.292 10 6757 0.521 18:00 - 19:00 10 6757 0.184 10 6757 0.237 10 6757 0.421 19:00 - 20:00 10 6757 0.189 10 6757 0.244 10 6757 0.433 20:00 - 21:00 10 6757 0.068 10 6757 0.084 10 6757 0.152 21:00 - 22:00 6 6783 0.044 6 6783 0.066 6 6783 0.110 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 3.625 3.492 7.117

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 33 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL BUS/TRAM PASSENGERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 0.015 10 6757 0.004 10 6757 0.019 08:00 - 09:00 10 6757 0.047 10 6757 0.016 10 6757 0.063 09:00 - 10:00 10 6757 0.049 10 6757 0.037 10 6757 0.086 10:00 - 11:00 10 6757 0.059 10 6757 0.024 10 6757 0.083 11:00 - 12:00 10 6757 0.081 10 6757 0.065 10 6757 0.146 12:00 - 13:00 10 6757 0.115 10 6757 0.081 10 6757 0.196 13:00 - 14:00 10 6757 0.068 10 6757 0.075 10 6757 0.143 14:00 - 15:00 10 6757 0.089 10 6757 0.096 10 6757 0.185 15:00 - 16:00 10 6757 0.052 10 6757 0.081 10 6757 0.133 16:00 - 17:00 10 6757 0.033 10 6757 0.062 10 6757 0.095 17:00 - 18:00 10 6757 0.019 10 6757 0.052 10 6757 0.071 18:00 - 19:00 10 6757 0.013 10 6757 0.040 10 6757 0.053 19:00 - 20:00 10 6757 0.001 10 6757 0.004 10 6757 0.005 20:00 - 21:00 10 6757 0.003 10 6757 0.006 10 6757 0.009 21:00 - 22:00 6 6783 0.000 6 6783 0.000 6 6783 0.000 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.644 0.643 1.287

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 41 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL COACH PASSENGERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 08:00 - 09:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 09:00 - 10:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 10:00 - 11:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 11:00 - 12:00 10 6757 0.001 10 6757 0.001 10 6757 0.002 12:00 - 13:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 13:00 - 14:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 14:00 - 15:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 15:00 - 16:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 16:00 - 17:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 17:00 - 18:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 18:00 - 19:00 10 6757 0.034 10 6757 0.012 10 6757 0.046 19:00 - 20:00 10 6757 0.000 10 6757 0.022 10 6757 0.022 20:00 - 21:00 10 6757 0.000 10 6757 0.000 10 6757 0.000 21:00 - 22:00 6 6783 0.000 6 6783 0.000 6 6783 0.000 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.035 0.035 0.070

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 45 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL PUBLIC TRANSPORT USERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 0.015 10 6757 0.004 10 6757 0.019 08:00 - 09:00 10 6757 0.047 10 6757 0.016 10 6757 0.063 09:00 - 10:00 10 6757 0.049 10 6757 0.037 10 6757 0.086 10:00 - 11:00 10 6757 0.059 10 6757 0.024 10 6757 0.083 11:00 - 12:00 10 6757 0.083 10 6757 0.067 10 6757 0.150 12:00 - 13:00 10 6757 0.115 10 6757 0.081 10 6757 0.196 13:00 - 14:00 10 6757 0.068 10 6757 0.075 10 6757 0.143 14:00 - 15:00 10 6757 0.089 10 6757 0.096 10 6757 0.185 15:00 - 16:00 10 6757 0.052 10 6757 0.081 10 6757 0.133 16:00 - 17:00 10 6757 0.033 10 6757 0.062 10 6757 0.095 17:00 - 18:00 10 6757 0.019 10 6757 0.052 10 6757 0.071 18:00 - 19:00 10 6757 0.047 10 6757 0.052 10 6757 0.099 19:00 - 20:00 10 6757 0.001 10 6757 0.027 10 6757 0.028 20:00 - 21:00 10 6757 0.003 10 6757 0.006 10 6757 0.009 21:00 - 22:00 6 6783 0.000 6 6783 0.000 6 6783 0.000 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.680 0.680 1.360

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Superstore Multimodal Sat TRICS Page 49 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 01 - RETAIL/A - FOOD SUPERSTORE MULTI-MODAL TOTAL PEOPLE Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 08:00 10 6757 1.755 10 6757 0.944 10 6757 2.699 08:00 - 09:00 10 6757 5.103 10 6757 2.962 10 6757 8.065 09:00 - 10:00 10 6757 7.960 10 6757 5.868 10 6757 13.828 10:00 - 11:00 10 6757 10.746 10 6757 8.735 10 6757 19.481 11:00 - 12:00 10 6757 12.284 10 6757 11.239 10 6757 23.523 12:00 - 13:00 10 6757 11.745 10 6757 11.232 10 6757 22.977 13:00 - 14:00 10 6757 11.606 10 6757 11.526 10 6757 23.132 14:00 - 15:00 10 6757 11.655 10 6757 11.393 10 6757 23.048 15:00 - 16:00 10 6757 11.315 10 6757 11.214 10 6757 22.529 16:00 - 17:00 10 6757 10.569 10 6757 12.315 10 6757 22.884 17:00 - 18:00 10 6757 8.756 10 6757 10.705 10 6757 19.461 18:00 - 19:00 10 6757 6.524 10 6757 8.698 10 6757 15.222 19:00 - 20:00 10 6757 4.283 10 6757 5.569 10 6757 9.852 20:00 - 21:00 10 6757 2.168 10 6757 3.191 10 6757 5.359 21:00 - 22:00 6 6783 1.283 6 6783 2.258 6 6783 3.541 22:00 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 117.752 117.849 235.601

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

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

Parameter summary

Trip rate parameter range selected: 3000 - 9800 (units: sqm) Survey date date range: 01/01/02 - 08/07/10 Number of weekdays (Monday-Friday): 0 Number of Saturdays: 10 Number of Sundays: 0 Surveys manually removed from selection: 2

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 1 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE CALCULATION SELECTION PARAMETERS:

Land Use : 02 - EMPLOYMENT Category : C - INDUSTRIAL UNIT MULTI-MODAL VEHICLES

Selected regions and areas: 03 SOUTH WEST BR BRISTOL CITY 1 days 11 SCOTLAND HI HIGHLAND 1 days

This section displays the number of survey days per TRICS® sub-region in the selected set

Filtering Stage 2 selection:

This data displays the chosen trip rate parameter and its selected range. Only sites that fall within the parameter range are included in the trip rate calculation.

Parameter: Gross floor area Range: 1100 to 3000 (units: sqm)

Public Transport Provision: Selection by: Include all surveys

Date Range: 01/01/02 to 12/11/09

This data displays the range of survey dates selected. Only surveys that were conducted within this date range are included in the trip rate calculation.

Selected survey days: Monday 1 days Wednesday 1 days

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

Selected survey types: Manual count 2 days Directional ATC Count 0 days

This data displays the number of manual classified surveys and the number of unclassified ATC surveys, the total adding up to the overall number of surveys in the selected set. Manual surveys are undertaken using staff, whilst ATC surveys are undertaking using machines.

Selected Locations: Suburban Area (PPS6 Out of Centre) 1 Edge of Town 1

This data displays the number of surveys per main location category within the selected set. The main location categories consist of Free Standing, Edge of Town, Suburban Area, Neighbourhood Centre, Edge of Town Centre, Town Centre and Not Known.

Selected Location Sub Categories: Industrial Zone 2

This data displays the number of surveys per location sub-category within the selected set. The location sub-categories consist of Commercial Zone, Industrial Zone, Development Zone, Residential Zone, Retail Zone, Built-Up Zone, Village, Out of Town, High Street and No Sub Category. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 2 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Filtering Stage 3 selection:

Use Class: B 2 2 days

This data displays the number of surveys per Use Class classification within the selected set. The Use Classes Order 2005 has been used for this purpose, which can be found within the Library module of TRICS®.

Population within 1 mile: 1,001 to 5,000 1 days 25,001 to 50,000 1 days

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

Population within 5 miles: 5,001 to 25,000 1 days 250,001 to 500,000 1 days

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

Car ownership within 5 miles: 0.6 to 1.0 1 days 1.1 to 1.5 1 days

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

Travel Plan: No 2 days

This data displays the number of surveys within the selected set that were undertaken at sites with Travel Plans in place, and the number of surveys that were undertaken at sites without Travel Plans. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 3 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

LIST OF SITES relevant to selection parameters

1 BR-02-C-01 MECH. ENGINEERS, BRISTOL BRISTOL CITY NOVERS HILL BEDMINSTER BRISTOL Suburban Area (PPS6 Out of Centre) Industrial Zone Total Gross floor area: 1 1 0 0 sqm Survey date: MONDAY 19/10/09 Survey Type: MANUAL 2 HI-02-C-01 DAIRY, NAIRN HIGHLAND TOM SEMPLE ROAD BALMAKEITH BUSINESS PK NAIRN Edge of Town Industrial Zone Total Gross floor area: 3 0 0 0 sqm Survey date: WEDNESDAY 24/05/06 Survey Type: MANUAL

This section provides a list of all survey sites and days in the selected set. For each individual survey site, it displays a unique site reference code and site address, the selected trip rate calculation parameter and its value, the day of the week and date of each survey, and whether the survey was a manual classified count or an ATC count. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 4 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL VEHICLES Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 2 2050 0.146 2 2050 0.049 2 2050 0.195 07:30 - 08:00 2 2050 0.244 2 2050 0.073 2 2050 0.317 08:00 - 08:30 2 2050 0.366 2 2050 0.024 2 2050 0.390 08:30 - 09:00 2 2050 0.537 2 2050 0.122 2 2050 0.659 09:00 - 09:30 2 2050 0.171 2 2050 0.220 2 2050 0.391 09:30 - 10:00 2 2050 0.244 2 2050 0.146 2 2050 0.390 10:00 - 10:30 2 2050 0.220 2 2050 0.268 2 2050 0.488 10:30 - 11:00 2 2050 0.146 2 2050 0.122 2 2050 0.268 11:00 - 11:30 2 2050 0.146 2 2050 0.049 2 2050 0.195 11:30 - 12:00 2 2050 0.122 2 2050 0.073 2 2050 0.195 12:00 - 12:30 2 2050 0.024 2 2050 0.098 2 2050 0.122 12:30 - 13:00 2 2050 0.146 2 2050 0.146 2 2050 0.292 13:00 - 13:30 2 2050 0.024 2 2050 0.122 2 2050 0.146 13:30 - 14:00 2 2050 0.244 2 2050 0.195 2 2050 0.439 14:00 - 14:30 2 2050 0.146 2 2050 0.073 2 2050 0.219 14:30 - 15:00 2 2050 0.073 2 2050 0.098 2 2050 0.171 15:00 - 15:30 2 2050 0.098 2 2050 0.171 2 2050 0.269 15:30 - 16:00 2 2050 0.122 2 2050 0.171 2 2050 0.293 16:00 - 16:30 2 2050 0.073 2 2050 0.244 2 2050 0.317 16:30 - 17:00 2 2050 0.073 2 2050 0.293 2 2050 0.366 17:00 - 17:30 2 2050 0.000 2 2050 0.683 2 2050 0.683 17:30 - 18:00 2 2050 0.024 2 2050 0.171 2 2050 0.195 18:00 - 18:30 2 2050 0.000 2 2050 0.146 2 2050 0.146 18:30 - 19:00 2 2050 0.000 2 2050 0.049 2 2050 0.049 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 3.389 3.806 7.195

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 5 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 6 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Parameter summary

Trip rate parameter range selected: 1100 - 3000 (units: sqm) Survey date date range: 01/01/02 - 12/11/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 11 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 12 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Parameter summary

Trip rate parameter range selected: 1100 - 3000 (units: sqm) Survey date date range: 01/01/02 - 12/11/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 16 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL OGVS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 2 2050 0.024 2 2050 0.000 2 2050 0.024 07:30 - 08:00 2 2050 0.000 2 2050 0.024 2 2050 0.024 08:00 - 08:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 08:30 - 09:00 2 2050 0.024 2 2050 0.024 2 2050 0.048 09:00 - 09:30 2 2050 0.024 2 2050 0.049 2 2050 0.073 09:30 - 10:00 2 2050 0.098 2 2050 0.049 2 2050 0.147 10:00 - 10:30 2 2050 0.073 2 2050 0.073 2 2050 0.146 10:30 - 11:00 2 2050 0.098 2 2050 0.049 2 2050 0.147 11:00 - 11:30 2 2050 0.024 2 2050 0.000 2 2050 0.024 11:30 - 12:00 2 2050 0.024 2 2050 0.000 2 2050 0.024 12:00 - 12:30 2 2050 0.024 2 2050 0.073 2 2050 0.097 12:30 - 13:00 2 2050 0.049 2 2050 0.000 2 2050 0.049 13:00 - 13:30 2 2050 0.024 2 2050 0.000 2 2050 0.024 13:30 - 14:00 2 2050 0.024 2 2050 0.049 2 2050 0.073 14:00 - 14:30 2 2050 0.049 2 2050 0.024 2 2050 0.073 14:30 - 15:00 2 2050 0.000 2 2050 0.024 2 2050 0.024 15:00 - 15:30 2 2050 0.049 2 2050 0.024 2 2050 0.073 15:30 - 16:00 2 2050 0.024 2 2050 0.073 2 2050 0.097 16:00 - 16:30 2 2050 0.049 2 2050 0.073 2 2050 0.122 16:30 - 17:00 2 2050 0.000 2 2050 0.024 2 2050 0.024 17:00 - 17:30 2 2050 0.000 2 2050 0.024 2 2050 0.024 17:30 - 18:00 2 2050 0.000 2 2050 0.073 2 2050 0.073 18:00 - 18:30 2 2050 0.000 2 2050 0.024 2 2050 0.024 18:30 - 19:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.681 0.753 1.434

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 17 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 18 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Parameter summary

Trip rate parameter range selected: 1100 - 3000 (units: sqm) Survey date date range: 01/01/02 - 12/11/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 23 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 24 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Parameter summary

Trip rate parameter range selected: 1100 - 3000 (units: sqm) Survey date date range: 01/01/02 - 12/11/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 28 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL CYCLISTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 07:30 - 08:00 2 2050 0.024 2 2050 0.000 2 2050 0.024 08:00 - 08:30 2 2050 0.024 2 2050 0.024 2 2050 0.048 08:30 - 09:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 09:00 - 09:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 09:30 - 10:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 10:00 - 10:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 10:30 - 11:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 11:00 - 11:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 11:30 - 12:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 12:00 - 12:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 12:30 - 13:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 13:00 - 13:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 13:30 - 14:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 14:00 - 14:30 2 2050 0.000 2 2050 0.024 2 2050 0.024 14:30 - 15:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 15:00 - 15:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 15:30 - 16:00 2 2050 0.000 2 2050 0.024 2 2050 0.024 16:00 - 16:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 16:30 - 17:00 2 2050 0.000 2 2050 0.024 2 2050 0.024 17:00 - 17:30 2 2050 0.049 2 2050 0.000 2 2050 0.049 17:30 - 18:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 18:00 - 18:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 18:30 - 19:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.097 0.096 0.193

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 29 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 30 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Parameter summary

Trip rate parameter range selected: 1100 - 3000 (units: sqm) Survey date date range: 01/01/02 - 12/11/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 34 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL VEHICLE OCCUPANTS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 2 2050 0.171 2 2050 0.049 2 2050 0.220 07:30 - 08:00 2 2050 0.244 2 2050 0.073 2 2050 0.317 08:00 - 08:30 2 2050 0.366 2 2050 0.049 2 2050 0.415 08:30 - 09:00 2 2050 0.634 2 2050 0.146 2 2050 0.780 09:00 - 09:30 2 2050 0.195 2 2050 0.220 2 2050 0.415 09:30 - 10:00 2 2050 0.293 2 2050 0.146 2 2050 0.439 10:00 - 10:30 2 2050 0.268 2 2050 0.268 2 2050 0.536 10:30 - 11:00 2 2050 0.171 2 2050 0.122 2 2050 0.293 11:00 - 11:30 2 2050 0.268 2 2050 0.122 2 2050 0.390 11:30 - 12:00 2 2050 0.146 2 2050 0.073 2 2050 0.219 12:00 - 12:30 2 2050 0.024 2 2050 0.195 2 2050 0.219 12:30 - 13:00 2 2050 0.220 2 2050 0.220 2 2050 0.440 13:00 - 13:30 2 2050 0.024 2 2050 0.195 2 2050 0.219 13:30 - 14:00 2 2050 0.341 2 2050 0.244 2 2050 0.585 14:00 - 14:30 2 2050 0.244 2 2050 0.073 2 2050 0.317 14:30 - 15:00 2 2050 0.073 2 2050 0.146 2 2050 0.219 15:00 - 15:30 2 2050 0.098 2 2050 0.268 2 2050 0.366 15:30 - 16:00 2 2050 0.122 2 2050 0.293 2 2050 0.415 16:00 - 16:30 2 2050 0.073 2 2050 0.244 2 2050 0.317 16:30 - 17:00 2 2050 0.098 2 2050 0.512 2 2050 0.610 17:00 - 17:30 2 2050 0.000 2 2050 0.829 2 2050 0.829 17:30 - 18:00 2 2050 0.024 2 2050 0.171 2 2050 0.195 18:00 - 18:30 2 2050 0.000 2 2050 0.146 2 2050 0.146 18:30 - 19:00 2 2050 0.000 2 2050 0.049 2 2050 0.049 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 4.097 4.853 8.950

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 35 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 36 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Parameter summary

Trip rate parameter range selected: 1100 - 3000 (units: sqm) Survey date date range: 01/01/02 - 12/11/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 40 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL PEDESTRIANS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 07:30 - 08:00 2 2050 0.024 2 2050 0.000 2 2050 0.024 08:00 - 08:30 2 2050 0.024 2 2050 0.000 2 2050 0.024 08:30 - 09:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 09:00 - 09:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 09:30 - 10:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 10:00 - 10:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 10:30 - 11:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 11:00 - 11:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 11:30 - 12:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 12:00 - 12:30 2 2050 0.000 2 2050 0.024 2 2050 0.024 12:30 - 13:00 2 2050 0.024 2 2050 0.000 2 2050 0.024 13:00 - 13:30 2 2050 0.049 2 2050 0.000 2 2050 0.049 13:30 - 14:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 14:00 - 14:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 14:30 - 15:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 15:00 - 15:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 15:30 - 16:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 16:00 - 16:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 16:30 - 17:00 2 2050 0.024 2 2050 0.000 2 2050 0.024 17:00 - 17:30 2 2050 0.000 2 2050 0.049 2 2050 0.049 17:30 - 18:00 2 2050 0.000 2 2050 0.024 2 2050 0.024 18:00 - 18:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 18:30 - 19:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.145 0.097 0.242

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 41 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 42 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Parameter summary

Trip rate parameter range selected: 1100 - 3000 (units: sqm) Survey date date range: 01/01/02 - 12/11/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 46 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL BUS/TRAM PASSENGERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 07:30 - 08:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 08:00 - 08:30 2 2050 0.049 2 2050 0.000 2 2050 0.049 08:30 - 09:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 09:00 - 09:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 09:30 - 10:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 10:00 - 10:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 10:30 - 11:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 11:00 - 11:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 11:30 - 12:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 12:00 - 12:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 12:30 - 13:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 13:00 - 13:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 13:30 - 14:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 14:00 - 14:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 14:30 - 15:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 15:00 - 15:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 15:30 - 16:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 16:00 - 16:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 16:30 - 17:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 17:00 - 17:30 2 2050 0.000 2 2050 0.049 2 2050 0.049 17:30 - 18:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 18:00 - 18:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 18:30 - 19:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.049 0.049 0.098

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 47 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 48 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Parameter summary

Trip rate parameter range selected: 1100 - 3000 (units: sqm) Survey date date range: 01/01/02 - 12/11/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 64 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL PUBLIC TRANSPORT USERS Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 07:30 - 08:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 08:00 - 08:30 2 2050 0.049 2 2050 0.000 2 2050 0.049 08:30 - 09:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 09:00 - 09:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 09:30 - 10:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 10:00 - 10:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 10:30 - 11:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 11:00 - 11:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 11:30 - 12:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 12:00 - 12:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 12:30 - 13:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 13:00 - 13:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 13:30 - 14:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 14:00 - 14:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 14:30 - 15:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 15:00 - 15:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 15:30 - 16:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 16:00 - 16:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 16:30 - 17:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 17:00 - 17:30 2 2050 0.000 2 2050 0.049 2 2050 0.049 17:30 - 18:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 18:00 - 18:30 2 2050 0.000 2 2050 0.000 2 2050 0.000 18:30 - 19:00 2 2050 0.000 2 2050 0.000 2 2050 0.000 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 0.049 0.049 0.098

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 65 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 66 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Parameter summary

Trip rate parameter range selected: 1100 - 3000 (units: sqm) Survey date date range: 01/01/02 - 12/11/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 70 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

TRIP RATE for Land Use 02 - EMPLOYMENT/C - INDUSTRIAL UNIT MULTI-MODAL TOTAL PEOPLE Calculation factor: 100 sqm BOLD print indicates peak (busiest) period

ARRIVALS DEPARTURES TOTALS No. Ave. Trip No. Ave. Trip No. Ave. Trip Time Range Days GFA Rate Days GFA Rate Days GFA Rate 00:00 - 00:30 0 0 0.000 0 0 0.000 0 0 0.000 00:30 - 01:00 0 0 0.000 0 0 0.000 0 0 0.000 01:00 - 01:30 0 0 0.000 0 0 0.000 0 0 0.000 01:30 - 02:00 0 0 0.000 0 0 0.000 0 0 0.000 02:00 - 02:30 0 0 0.000 0 0 0.000 0 0 0.000 02:30 - 03:00 0 0 0.000 0 0 0.000 0 0 0.000 03:00 - 03:30 0 0 0.000 0 0 0.000 0 0 0.000 03:30 - 04:00 0 0 0.000 0 0 0.000 0 0 0.000 04:00 - 04:30 0 0 0.000 0 0 0.000 0 0 0.000 04:30 - 05:00 0 0 0.000 0 0 0.000 0 0 0.000 05:00 - 05:30 0 0 0.000 0 0 0.000 0 0 0.000 05:30 - 06:00 0 0 0.000 0 0 0.000 0 0 0.000 06:00 - 06:30 0 0 0.000 0 0 0.000 0 0 0.000 06:30 - 07:00 0 0 0.000 0 0 0.000 0 0 0.000 07:00 - 07:30 2 2050 0.171 2 2050 0.049 2 2050 0.220 07:30 - 08:00 2 2050 0.293 2 2050 0.073 2 2050 0.366 08:00 - 08:30 2 2050 0.463 2 2050 0.073 2 2050 0.536 08:30 - 09:00 2 2050 0.634 2 2050 0.146 2 2050 0.780 09:00 - 09:30 2 2050 0.195 2 2050 0.220 2 2050 0.415 09:30 - 10:00 2 2050 0.293 2 2050 0.146 2 2050 0.439 10:00 - 10:30 2 2050 0.268 2 2050 0.268 2 2050 0.536 10:30 - 11:00 2 2050 0.171 2 2050 0.122 2 2050 0.293 11:00 - 11:30 2 2050 0.268 2 2050 0.122 2 2050 0.390 11:30 - 12:00 2 2050 0.146 2 2050 0.073 2 2050 0.219 12:00 - 12:30 2 2050 0.024 2 2050 0.220 2 2050 0.244 12:30 - 13:00 2 2050 0.244 2 2050 0.220 2 2050 0.464 13:00 - 13:30 2 2050 0.073 2 2050 0.195 2 2050 0.268 13:30 - 14:00 2 2050 0.341 2 2050 0.244 2 2050 0.585 14:00 - 14:30 2 2050 0.244 2 2050 0.098 2 2050 0.342 14:30 - 15:00 2 2050 0.073 2 2050 0.146 2 2050 0.219 15:00 - 15:30 2 2050 0.098 2 2050 0.268 2 2050 0.366 15:30 - 16:00 2 2050 0.122 2 2050 0.317 2 2050 0.439 16:00 - 16:30 2 2050 0.073 2 2050 0.244 2 2050 0.317 16:30 - 17:00 2 2050 0.122 2 2050 0.537 2 2050 0.659 17:00 - 17:30 2 2050 0.049 2 2050 0.927 2 2050 0.976 17:30 - 18:00 2 2050 0.024 2 2050 0.195 2 2050 0.219 18:00 - 18:30 2 2050 0.000 2 2050 0.146 2 2050 0.146 18:30 - 19:00 2 2050 0.000 2 2050 0.049 2 2050 0.049 19:00 - 19:30 0 0 0.000 0 0 0.000 0 0 0.000 19:30 - 20:00 0 0 0.000 0 0 0.000 0 0 0.000 20:00 - 20:30 0 0 0.000 0 0 0.000 0 0 0.000 20:30 - 21:00 0 0 0.000 0 0 0.000 0 0 0.000 21:00 - 21:30 0 0 0.000 0 0 0.000 0 0 0.000 21:30 - 22:00 0 0 0.000 0 0 0.000 0 0 0.000 22:00 - 22:30 0 0 0.000 0 0 0.000 0 0 0.000 22:30 - 23:00 0 0 0.000 0 0 0.000 0 0 0.000 23:00 - 23:30 0 0 0.000 0 0 0.000 0 0 0.000 23:30 - 24:00 0 0 0.000 0 0 0.000 0 0 0.000 Total Rates: 4.389 5.098 9.487

This section displays the trip rate results based on the selected set of surveys and the selected count type (shown just above the table). It is split by three main columns, representing arrivals trips, departures trips, and total trips (arrivals plus departures). Within each of these main columns are three sub-columns. These display the number of survey days where count data is included (per time period), the average value of the selected trip rate calculation parameter (per time period), and the trip rate result (per time period). Total trip rates (the sum of the column) are also displayed at the foot of the table. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 71 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

To obtain a trip rate, the average (mean) trip rate parameter value (TRP) is first calculated for all selected survey days that have count data available for the stated time period. The average (mean) number of arrivals, departures or totals (whichever applies) is also calculated (COUNT) for all selected survey days that have count data available for the stated time period. Then, the average count is divided by the average trip rate parameter value, and multiplied by the stated calculation factor (shown just above the table and abbreviated here as FACT). So, the method is: COUNT/TRP*FACT. Trip rates are then rounded to 3 decimal places. TRICS 2010(b)v6.6.2 280910 B14.41 (C) 2010 JMP Consultants Ltd on behalf of the TRICS Consortium Friday 26/11/10 Multimodal B2 TRICS Page 72 BYWAYS & HIGHWAYS LTD TOLVADDON ENERGY PARK CAMBORNE Licence No: 540501

Parameter summary

Trip rate parameter range selected: 1100 - 3000 (units: sqm) Survey date date range: 01/01/02 - 12/11/09 Number of weekdays (Monday-Friday): 2 Number of Saturdays: 0 Number of Sundays: 0 Surveys manually removed from selection: 0

This section displays a quick summary of some of the data filtering selections made by the TRICS® user. The trip rate calculation parameter range of all selected surveys is displayed first, followed by the range of minimum and maximum survey dates selected by the user. Then, the total number of selected weekdays and weekend days in the selected set of surveys are show. Finally, the number of survey days that have been manually removed from the selected set outside of the standard filtering procedure are displayed. Asda Transport Assessment HBH10093

APPENDIX N Loggans Moor “Throughabout” Design DWG No.HBH10093/D07

APPENDIX N