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CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017

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Page 1: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

CPIR Transport Strategy Development

Appendix A – Camborne Pool Redruth Transport Package

May 2017

Page 2: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Camborne Pool RedruthTransport Package

Assignment Model Validation Report

August 2011Cornwall Council

Page 3: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth
Page 4: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

291073 ITD ITW 3 B

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12 August 2011

Camborne Pool Redruth Transport Package

Assignment Model Validation Report

August 2011

Cornwall Council

Mott MacDonald, Stoneham Place, Stoneham Lane, Southampton SO50 9NW, United Kingdom T +44(0) 23 8062 8800 F +44(0) 23 8062 8801, W www.mottmac.com

A3 Carrick House, Pydar Street, Truro, TR1 1EB

Page 5: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth
Page 6: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Camborne Pool Redruth Transport Package

Mott MacDonald, Stoneham Place, Stoneham Lane, Southampton SO50 9NW, United Kingdom T +44(0) 23 8062 8800 F +44(0) 23 8062 8801, W www.mottmac.com

Revision Date Originator Checker Approver Description

A June 2011 GS NG IJ First Draft

B August 2011 GS IJ IJ Final

Issue and revision record

This document is issued for the party which commissioned it and for specific purposes connected with the above-captioned project only. It should not be relied upon by any other party or used for any other purpose.

We accept no responsibility for the consequences of this document being relied upon by any other party, or being used for any other purpose, or containing any error or omission which is due to an error or omission in data supplied to us by other parties

This document contains confidential information and proprietary intellectual property. It should not be shown to other parties without consent from us and from the party which commissioned it.

Page 7: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth
Page 8: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

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Camborne Pool Redruth Transport Package

Chapter Title Page

1. Introduction 11.1 Background ________________________________________________________________________ 11.2 Project Location _____________________________________________________________________ 11.3 Purpose of this Report ________________________________________________________________ 1

2. 2005 Highway Model Description 42.1 Introduction ________________________________________________________________________ 42.2 Network Description__________________________________________________________________ 42.3 Zoning System ______________________________________________________________________ 4

3. 2005 Trip Matrix Building 73.1 Introduction ________________________________________________________________________ 73.2 Matrix Estimation ___________________________________________________________________ 10

4. 2005 Base Year Assignment 15

5. 2005 SATURN Model Calibration and Validation 165.1 Introduction _______________________________________________________________________ 165.2 Validation Criteria___________________________________________________________________ 165.3 Calibration Results__________________________________________________________________ 165.4 Flow Validation_____________________________________________________________________ 175.5 Journey Time Validation _____________________________________________________________ 31

6. 2005 Public Transport Model 346.1 Model Network _____________________________________________________________________ 346.2 Matrices __________________________________________________________________________ 366.2.1 Rail Trip matrices ___________________________________________________________________ 366.2.2 Rail Fares matrices _________________________________________________________________ 386.2.3 Bus Trip Matrices ___________________________________________________________________ 386.3 Public Transport Assignment __________________________________________________________ 396.4 Rail validation______________________________________________________________________ 396.5 Bus validation______________________________________________________________________ 39

7. 2010 Highway Model Update 417.1 Introduction _______________________________________________________________________ 417.2 Updated Highway Model Network ______________________________________________________ 417.3 Updated Trip Matrices _______________________________________________________________ 437.3.1 Introduction _______________________________________________________________________ 437.3.2 Car Matrices_______________________________________________________________________ 447.3.3 Goods Vehicle Matrices ______________________________________________________________ 467.4 Traffic Data________________________________________________________________________ 477.5 2010 Traffic Model Assignment ________________________________________________________ 477.6 2010 Calibration and Validation Results _________________________________________________ 487.6.1 Calibration and Validation Locations ____________________________________________________ 487.6.2 Validation Criteria___________________________________________________________________ 51

Content

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Camborne Pool Redruth Transport Package

7.6.3 Calibration Results__________________________________________________________________ 517.6.4 AM Peak Validation Results___________________________________________________________ 647.7 Interpeak Validation Results __________________________________________________________ 677.8 PM Peak Validation Results___________________________________________________________ 70

8. 2010 Public Transport Model Update 748.1 Network Update ____________________________________________________________________ 748.2 Matrix Update______________________________________________________________________ 748.3 Model Validation____________________________________________________________________ 74

9. Conclusions 75

Appendices 76Appendix A. Model Zoning System _______________________________________________________________ 77Appendix B. Roadside Interview Matrix Building Methodology __________________________________________ 80Appendix C. Comparison of 2005 prior and final matrices by sector ______________________________________ 84Appendix D. Detailed 2005 Model Validation Results _________________________________________________ 88Appendix E. Journey Time Validation Results 2005 _________________________________________________ 106Appendix F. Matrix Estimation 2010 Base – Sector Analysis __________________________________________ 121F.1. AM Peak_________________________________________________________________________ 121F.2. Interpeak ________________________________________________________________________ 122F.3. PM Peak_________________________________________________________________________ 123 Tables Table 3-1: Percentage of Traffic Interviewed at each RSI Site ____________________________________________ 7Table 3-2: AM RSI Matrices by Journey Purposes _____________________________________________________ 9Table 3-3: Interpeak RSI Matrices by Journey Purposes ________________________________________________ 9Table 3-4: PM RSI Matrices by Journey Purposes _____________________________________________________ 9Table 3-5: Final observed data purpose split ________________________________________________________ 10Table 4-1: Generalised Cost Coefficients ___________________________________________________________ 15Table 4-2: Convergence Criteria __________________________________________________________________ 15Table 4-3: Achieved Convergence ________________________________________________________________ 15Table 5-1: Assignment Validation - Acceptability Guidelines ____________________________________________ 16Table 5-2: Flow Calibration Results (Counts used for Matrix Estimation) ___________________________________ 17Table 5-3: Flow Validation Results (Validation Counts) ________________________________________________ 17Table 5-4: East Hill AM Peak Validation ____________________________________________________________ 18Table 5-5: East Hill Interpeak Peak Validation _______________________________________________________ 18Table 5-6: East Hill PM Peak Validation ____________________________________________________________ 19Table 5.7: AM Peak Light Vehicle Screenlines _______________________________________________________ 25Table 5.8: AM Peak Heavy Vehicle Screenlines ______________________________________________________ 26Table 5.9: Interpeak Light Vehicle Screenlines _______________________________________________________ 27Table 5.10: Interpeak Heavy Vehicle Screenlines_____________________________________________________ 28Table 5.11: PM Peak Light Vehicle Screenlines ______________________________________________________ 29Table 5.12: PM Peak Heavy Vehicle Screenlines _____________________________________________________ 30Table 5-13: Journey Time Survey Accuracy _________________________________________________________ 31Table 5-14: AM Peak Journey Time Validation Results ________________________________________________ 32Table 5-15: Interpeak Journey Time Validation Results ________________________________________________ 32Table 5-16: PM Peak Journey Time Validation Results ________________________________________________ 32

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Camborne Pool Redruth Transport Package

Table 6-1: Summary of Bus Routes _______________________________________________________________ 34Table 6-2: Ticket Group by Journey Purpose – assumed spilts __________________________________________ 36Table 6-3: Weekday and Weekend Spilt by Journey Purpose ___________________________________________ 36Table 6-4: Assumed Journey Purpose splits by Time of Travel – Cornwall only _____________________________ 37Table 6-5: Assumed Journey Purpose Splits by Time of Travel – Rest of UK _______________________________ 37Table 6-6: Split of Trips by Time Period and Journey Purpose___________________________________________ 38Table 6-7: Bus Passengers Validation Results _______________________________________________________ 39Table 7.1: Light Vehicle Proportions _____________________________________________________________ 43Table 7.2: Housing Completions 2006 to 2010_____________________________________________________ 44Table 7.3: Commercial Completions 2006 to 2010__________________________________________________ 45Table 7.4: Trip Rates_________________________________________________________________________ 46Table 7.5: Car Matrix Growth __________________________________________________________________ 46Table 7.6: Goods Vehicle Factors_______________________________________________________________ 46Table 7.7: East Hill Observed Data Adjustment Factors______________________________________________ 47Table 7.8: Generalised Cost Coefficients _________________________________________________________ 47Table 7.9: Convergence Parameters ____________________________________________________________ 48Table 7.10: Achieved Convergence ______________________________________________________________ 48Table 7.11: Assignment Validation - Acceptability Guidelines __________________________________________ 51Table 7.12: AM Peak Pre-Matrix Estimation Results _________________________________________________ 52Table 7.13: Interpeak Pre-Matrix Estimation Results _________________________________________________ 53Table 7.14: PM Peak Pre-Matrix Estimation Results _________________________________________________ 54Table 7.15: AM Peak Calibration Results __________________________________________________________ 58Table 7.16: Interpeak Calibration Results__________________________________________________________ 59Table 7.17: PM Peak Calibration Results __________________________________________________________ 60Table 7.18: AM Peak East Hill Turning Movement Results ____________________________________________ 61Table 7.19: Interpeak East Hill Turning Movement Results ____________________________________________ 62Table 7.20: PM Peak East Hill Turning Movement Results ____________________________________________ 63Table 7.21: AM Peak Flow Validation – Light Vehicles________________________________________________ 64Table 7.22: AM Peak HGV Validation_____________________________________________________________ 64Table 7.23: AM Journey Time Results ____________________________________________________________ 65Table 7.24: Interpeak Flow Validation – Light Vehicles _______________________________________________ 67Table 7.25: Interpeak HGV Validation ____________________________________________________________ 67Table 7.26: Interpeak Journey Time Results _______________________________________________________ 67Table 7.27: PM Peak Flow Validation _____________________________________________________________ 70Table 7.28: PM Peak HGV Validation_____________________________________________________________ 70Table 7.29: PM Peak Journey Time Results________________________________________________________ 71

Figures Figure 1.1: Study Area _________________________________________________________________________ 2Figure 2.1: 2005 Highway Network _______________________________________________________________ 5Figure 2.2: Average Weekday Flow at Wesley Street, June 2005________________________________________ 6Figure 2.3: Local Monthly Profile _________________________________________________________________ 6Figure 3.1: RSI Locations_______________________________________________________________________ 8Figure 3-2: Traffic Count Locations ________________________________________________________________ 11Figure 3-3: AM Peak Trip Length Distribution Proportions ______________________________________________ 12Figure 3-4: Interpeak Trip Length Distribution Proportions ______________________________________________ 12Figure 3-5: PM Peak Trip Length Distribution Proportions ______________________________________________ 13

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Camborne Pool Redruth Transport Package

Figure 3-6: AM Peak Trip Length Distribution Trip Numbers_____________________________________________ 13Figure 3-7: Interpeak Trip Length Distribution Trip Numbers ____________________________________________ 14Figure 3-8: PM Peak Trip Length Distribution Trip Numbers_____________________________________________ 14Figure 5-1: AM Peak Network Flows _______________________________________________________________ 20Figure 5-2: Interpeak Network Flows_______________________________________________________________ 21Figure 5-3: PM Peak Network Flows _______________________________________________________________ 22Figure 5-4: Screenlines _________________________________________________________________________ 24Figure 5-5: Journey Time Survey Routes ___________________________________________________________ 33Figure 6-1: Local Bus Routes ____________________________________________________________________ 35Figure 7.1: Highway Network ___________________________________________________________________ 42Figure 7.2: Count Locations 2010 _______________________________________________________________ 49Figure 7.3: Journey Time Routes 2010 ___________________________________________________________ 50Figure 7.4: AM Peak Trip Length Distribution Proportions_____________________________________________ 55Figure 7.5: Interpeak Trip Length Distribution Proportions ____________________________________________ 56Figure 7.6: PM Peak Trip Length Distribution Proportions_____________________________________________ 57Figure 7.7: AM Peak Journey Time Validation______________________________________________________ 65Figure 7.8: Interpeak Journey Time Validation _____________________________________________________ 68Figure 7.9: PM Peak Journey Time Validation______________________________________________________ 71Figure 7.10: 2010 AADT Flows (in vehicles)________________________________________________________ 73

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Camborne Pool Redruth Transport Package

1.1 Background

In February 2011, the Camborne Pool Redruth Transport Package was promoted to the Development Pool following a successful Expression of Interest in January 2011. A Best and Final Funding Bid (BAFFB) will be submitted to the Department for Transport (DfT) by 09 September 2011.

The project received programme entry in 2008. Funding is now being sought for a project with a reduced scope, and the traffic and economic assessments are being updated to meet the requirements of Value for Money Guidance issued by the DfT in May 2011.

This report describes the development and validation of a transport model which represents travel in the Camborne Pool Redruth area. A separate Existing Data & Traffic Survey Report describes the data used to develop the model, including roadside interview data, traffic counts and journey time surveys.

Separate highway model and public transport models have been developed using SATURN and VISUM software respectively, for am peak, inter-peak and pm peak hours. The models were originally built for a 2005 base year, but have now been updated to 2010 to take account of network and land use changes since 2005.

1.2 Project Location

Camborne, Pool and Redruth taken together form a continuous corridor of urban development for over five miles along the inland western spine of Cornwall. The towns are located on the A30, A3047 and the London – Penzance railway line (see Figure 1.1). The A30 trunk road is one of the three road corridors that link Cornwall to the rest of the UK.

1.3 Purpose of this Report

This Assignment Model Validation Report outlines the methodology used to build and validate the base year highway and public transport models in 2005, and the updates to a 2010 base year.

The report concludes that the updated 2010 model provides a good basis for updated traffic forecasts and economic assessments for the project.

1. Introduction

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3

Camborne Pool Redruth Transport Package

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Camborne Pool Redruth Transport Package

2.1 Introduction

Halcrow had been appointed in 2005 to develop the Camborne Pool Redruth (CPR) base year highway networks and build trip matrices using the results of six roadside interview surveys. Once these were complete Mott MacDonald (MM) carried out the highway model validation. The validated model was used for analysing the CPR Transport Strategy for inclusion in the Major Scheme Business Case (MSBC).

2.2 Network Description

The network set up in 2005 covered all the routes between Camborne and Redruth with connection to the rest of the country via A30. The majority of the local roads in the urban area were also included. Traffic models were developed for the AM peak hour of 0800-0900, a typical interpeak hour of 1100-1200 and the PM peak hour of 1700-1800 within June 2005. Figure 2.1 shows the extent of the highway network model.

Analysis of the average weekday vehicle flow in June 2005 from the Automatic Traffic Counter on Wesley Street, Camborne (see Figure 2.2) shows that the am and pm peak hours are 0800-0900 and 1700-1800. The flow levels during 1100-1200 are typical of an interpeak hour. No other permanent data were available within the urban area of Camborne Pool and Redruth. Counters were situated on the A30 but these represented longer distance traffic patterns as opposed to the more local trips within Camborne, Pool and Redruth.

Figure 2.3 compares the 12 hour weekday flow profile from the A30 counters and the Wesley Street counter throughout 2005. The A30 profiles show that flows rise from January reaching a peak in August and then falling to December. June flow on the A30 is some 9% higher than the annual average 12hour weekday flow. The profile for Wesley Street is much flatter with much lower flows in August and January. June flow on Wesley Street is only 4% higher than the annual average 12hour weekday flow. Comparing June flow on Wesley Street to the other neutral months of the year shows that June flow is just 2% higher than a neutral month average. This confirms that June is a suitable base for the model.

2.3 Zoning System

The zoning system provided by Halcrow has 182 zones with zone 181 covering Truro and the rest of the country. Analysis of census data for journeys to work and rail trips within Cornwall revealed that Truro and St Austell were significant origins and destinations for traffic within Camborne, Pool and Redruth. Therefore two additional zones, number 183 and 184, were created to represent Truro and St Austell, with zone 181 left to cover the rest of eastern Cornwall and the rest of the UK. Appendix A contains figures showing the zoning system.

2. 2005 Highway Model Description

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Figure 2.2: Average Weekday Flow at Wesley Street, June 2005

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west of Camborne WBCamborne-Pool EBCamborne-Pool WBPool-Redruth EBPool-Redruth WBRedruth to A390 EBRedruth to A390 WBWesley Street 2-way

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3. 2005 Trip Matrix Building 3.1 Introduction

Roadside Interview Surveys (RSI’s) had been carried out at four internal sites around the East Hill junction in March 2003 and at two outer sites in June 2005. (Figure 3.1) shows the location of each RSI site. The six sites included are:

� Site A: Pendarves Road Eastbound

� Site B1: A3047 (Dual Carriageway) Southbound

� Site B2: Blowinghouse Hill Westbound

� Site C: Tolvaddon Road Southbound

� Site 1: A3047 Church Street Eastbound

� Site 2: A393 Lanner Hill Southbound

Table 3.1 shows the percentage of traffic interviewed at each RSI sites for each time period.

Table 3-1: Percentage of Traffic Interviewed at each RSI Site RSI Sites AM (8-9) IP (11-12) PM (17-18)

A 11% 25% 20%

B1 14% 30% 16%

B2 56% 26% 40%

C 27% 32% 35%

1 19% 25% 27%

2 42% 41% 32%

Halcrow prepared trip matrices using the RSI data and produced matrices for the am peak, interpeak and pm peak. The matrices were split by vehicle type into light vehicles which included cars and light goods vehicles (lgvs), and heavy vehicles which included ogv1 and ogv2. The matrices were also spilt into 6 different trip purpose types – education trips, employers business, commuting, non-home based trips, shopping trips and other trips. Appendix B is the Halcrow technical note describing the matrix building methodology and explaining how expansion factors were calculated.

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Once MM received the final RSI matrices, some of the trip purposes were combined to give four final user classes, namely

� Light vehicles commuting

� Light vehicles employment business

� Light vehicles other trips

� Heavy vehicles

Tables 3.2 to 3.4 show the split by journey purpose for each RSI site in each time period. This includes the effect of removing any trips that would have been observed at two or more of the RSI sites. The analysis shows commuting trips account for the biggest percentage of trips during the AM and PM peak. During the interpeak, most of the journeys recorded were Other trips.

Table 3.3 shows the proportion of roadside interview records for each site by journey purpose in the interpeak hour of 1100-1200. For site B2 no interviews were recorded for commuting trips, but flows at this location are low (less than 200 cars/hour) and few commuting trips would be expected between 1100-1200. Table 3.4 provides the same information for the pm peak hour of 1700-1800. Before duplicated trips were removed, 50% of the survey responses at Site B1 were commuting trips. However the majority of these trips also passed through one of the other RSI sites, and the table only refers to trips which did not pass through another site.

The journey purpose split of the raw site data is shown in Tables 3.2 to 3.4. The final purpose split for the total observed data for each time period is shown in Table 3.5.

Table 3-2: AM RSI Matrices by Journey Purposes Site 1 Site 2 Site A Site B1 Site B2 Site C

Commuting 59% 71% 47% 47% 47% 50%

Business 6% 10% 12% 16% 14% 11%

Other 33% 15% 29% 29% 35% 22%

HGV 2% 4% 13% 8% 4% 17%

Table 3-3: Interpeak RSI Matrices by Journey Purposes Site 1 Site 2 Site A Site B1 Site B2 Site C

Commuting 8% 6% 12% 12% 0% 5%

Business 18% 32% 13% 8% 51% 23%

Other 71% 57% 71% 71% 43% 58%

HGV 3% 6% 4% 9% 6% 15%

Table 3-4: PM RSI Matrices by Journey Purposes Site 1 Site 2 Site A Site B1 Site B2 Site C

Commuting 40% 53% 48% 12% 58% 53%

Business 12% 7% 1% 6% 9% 8%

Other 48% 39% 44% 74% 30% 31%

HGV 0% 1% 8% 7% 3% 7%

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Table 3-5: Final observed data purpose split AM IP PM

Commuting 52% 8% 44%

Business 11% 19% 7%

Other 28% 66% 45%

HGV 8% 7% 5%

3.2 Matrix Estimation

Not all trips in the CPR area were interviewed, but total traffic needs to be represented in the model in order to properly represent congestion and journey times. Trips which were not interviewed were generated using a matrix estimation procedure.

Prior matrices for use in matrix estimation were created by combining the RSI site matrices together with

� A30 through traffic

� Seeds for internal Camborne Pool Redruth trips

All of the through A30 traffic was added between the zones representing the southwest part of Cornwall and the rest of the UK as no origin destination information for these trips was available. A30 through traffic was added to these matrices to ensure full traffic levels on the A30 were modelled. The ‘seeding’ of trips for the internal matrix areas was done by adding a very small number of trips e.g. 0.03 to all internal zone pairs. During the matrix estimation process trips between sectors that would pass through RSI locations were frozen.

Forty one traffic counts were carried out within the study area in June 2005 and a selection of these were used in the matrix estimation process. Turning counts at 11 key junctions were retained for validation. Figure 3.2 shows the count locations and indicates which counts were used in matrix estimation and which were kept back for validation.

Appendix C contains tables for the am, interpeak and pm peak period showing the percentage and absolute change in sector to sector trip numbers between the prior matrix and the final validation assignments. The highlighted cells indicate the sector to sector movements frozen during matrix estimation. In addition, tabulations of the absolute values for prior and post matrices are provided.

During the definition of sectors for matrix estimation, two zones were incorrectly allocated which resulted in trips to and from these zones not being frozen. A sensitivity test has been undertaken to identify the impact of this error on the scheme benefits and is described in the Economic Assessment report. The conclusion is that correcting the error does not have a significant impact on scheme benefits.

Figures 3.3 to 3.8 show the trip length distribution for the am, interpeak and pm peak period comparing the distribution of the prior assignment with the final assignments after matrix estimation. The estimation process has increased the proportion of shorter trips but the overall distribution remains similar. As expected, the additional short trips are primarily those within the RSI cordon within Camborne-Pool-Redruth.

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Figure 3-3: AM Peak Trip Length Distribution Proportions

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2 4 6 8 10 12 14 16 18 20 22 24 26 28 28+

Distance in km

Prop

ortio

n of

trip

s

Prior Matrix EstimationPost Matrix Estimation

Figure 3-4: Interpeak Trip Length Distribution Proportions

0

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20

25

30

35

2 4 6 8 10 12 14 16 18 20 22 24 26 28 28 +

Distance in km

Prop

ortio

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Trip

s

Prior Matrix EstimationPost Matrix Estimation

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Figure 3-5: PM Peak Trip Length Distribution Proportions

0

5

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20

25

30

35

2 4 6 8 10 12 14 16 18 20 22 24 26 28 28+

Distance in km

Prop

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Prior Matrix EstimationPost Matrix Estimation

Figure 3-6: AM Peak Trip Length Distribution Trip Numbers

0

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Distance in km

Num

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f trip

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Figure 3-7: Interpeak Trip Length Distribution Trip Numbers

0

500

1000

1500

2000

2500

3000

3500

2 4 6 8 10 12 14 16 18 20 22 24 26 28 28 +

Distance in km

Num

ber o

f trip

s

Figure 3-8: PM Peak Trip Length Distribution Trip Numbers

0

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3500

2 4 6 8 10 12 14 16 18 20 22 24 26 28 28+

Distance in km

Num

ber o

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4. 2005 Base Year Assignment The trip matrices were assigned to the network using Wardrop user equilibrium and generalised cost coefficients calculated using time and operating cost coefficients from Webtag. Table 4.1 below shows the generalised cost coefficients used for the assignment.

Table 4-1: Generalised Cost Coefficients Pence per minute (PPM) Pence per kilometre (PPK)

AM IP PM AM IP PM

Light vehicles - Commuting

1.00 1.00 1.00 0.76 0.76 0.76

Light vehicles – Employers Business

1.00 1.00 1.00 0.23 0.23 0.23

Light vehicles – Other trips

1.00 1.00 1.00 0.58 0.58 0.58

HGV 1.00 1.00 1.00 2.24 2.24 2.24

The convergence criteria used for each of the am, interpeak and pm peak models from DMRB Volume 12 (Section 2 Part 1 Appendix H) are shown in Table 4.2.

Table 4-2: Convergence Criteria Convergence Measure Acceptable Value

Duality gap � Less than 1%

AND one of the following

Percentage of links with flow change < 5% Four consecutive iterations greater than 95%

RAAD in flows Less than 1%

AAD in flows Less than 1 veh/hr

To ensure the model was well converged, the validation criteria for flow changes between assignment/simulation loops was tightened to a difference of 3%. Table 4.3 below shows the final convergence parameters achieved for each of the modelled periods.

Table 4-3: Achieved Convergence Time period Duality Gap (%) No of loops with flow

change <3% RAAD (%) AAD (pcu/hr)

AM 0.022 4 0.33 0.57

IP 0.002 4 0.19 0.27

PM 0.027 4 0.34 0.64

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5.1 Introduction

Model calibration refers to the process of adjusting and confirming values of the various parameters to improve the performance of the model by making use of the data collected during the study, as necessary.

Model validation demonstrates that the calibrated model reproduces observed conditions, within an acceptable range, when applied in the base year. The calibration and validation results of the models developed in the previous Chapters are presented and analysed in this Chapter.

5.2 Validation Criteria

The validation acceptability guidelines as set out in DMRB Volume 12 Section 2 Part 1 Chapter 4 are summarised in Table 5-1.

Table 5-1: Assignment Validation - Acceptability Guidelines Criteria and Measures Acceptability Guideline

Assigned hourly flows compared with observed flows For flows < 700 vph – Individual flows within 100 vph; For flows 700 – 2700 vph - Individual flows within 15%; For flows > 2700 vph – Individual flows within 400 vph.

85% of all cases

Total screenline flows (normally > 5 links) to be within 5%.

All (or nearly all) screenlines

GEH statistic GEH < 5 for individual flow; GEH < 4 for screenline.

85% of cases All (or nearly all) screenlines

Modelled journey times compared with observed times. Times within 15% or 1 min (if higher)

> 85% of routes

Notes: Screenlines containing high flow routes such as motorways should be presented both including and excluding such routes.

5.3 Calibration Results

In total 250 counts (include 12 link counts and 238 turning counts) at 36 locations were used in the matrix estimation process of which all of them meet the DMRB validation requirement for both light vehicles and HGVs. The results were summarised in Table 5.2.

5. 2005 SATURN Model Calibration and Validation

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Table 5-2: Flow Calibration Results (Counts used for Matrix Estimation)

Time Period Vehicle Types % Flow with GEH < 5 % Flow within DMRB Recommended Flow Range

LV 90% 97% AM

HGV 92% 100%

LV 94% 100% IP

HGV 95% 100%

LV 91% 95% PM

HGV 94% 100%

5.4 Flow Validation

Table 5.3 shows the results of the 97 validation counts (not used in matrix estimation) at 12 different sites for the three time periods. Each vehicle type in each time period meets the validation criteria for GEH statistics and flow ranges. Details comparison between the observed and modelled flow for each of these 97 counts for three different time period (both Light Vehicles and Heavy Goods Vehicles) can be found in Appendix D. The locations which were validated are highlighted purple in Appendix D..

Table 5-3: Flow Validation Results (Validation Counts)

Time Period Vehicle Types % Flow with GEH < 5 % Flow within DMRB Recommended Flow Range

LV 87% 92% AM

HGV 88% 100%

LV 87% 97% IP

HGV 93% 100%

LV 85% 94% PM

HGV 88% 100%

Figures 5.1 to 5.3 show modelled and observed flows on key links in the am peak, interpeak and pm peak periods.

East Hill double mini roundabout in Pool is a key junction in the network and Tables 5.4 to 5.6 show how the modelled and observed flows compare for each turning movement at this junction in each time period.

In each time period all bar one of the turning movements meets the required flow criteria of being within 100 vehicles of the observed count. The validation against the GEH statistic is not as good with the modelled flows between Trevenson Road and Tolvaddon Road being lower than the observed in each direction and time period.

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Table 5-4: East Hill AM Peak Validation Turning Movement Observed

Flow (veh) Modelled Flow

(veh) GEH Flow

Difference Criteria

East Hill to Tolvaddon Road 464 529 2.90 �

East Hill to Trevenson Road 464 506 1.89 �

East Hill to Dudnance Lane 82 69 1.53 �

Tolvaddon Road to Trevenson Road 191 77 9.88 x

Tolvaddon Road to Dudnance Lane 101 92 0.87 �

Tolvaddon Road to East Hill 194 246 3.48 �

Trevenson Road to Dudnance Lane 32 9 5.01 �

Trevenson Road to East Hill 399 407 0.39 �

Trevenson Road to Tolvaddon Road 130 53 8.07 �

Dudnance Lane to East Hill 79 52 3.39 �

Dudnance Lane to Tolvaddon Road 153 144 0.75 �

Dudnance Lane to Trevenson Road 47 8 7.43 �

Table 5-5: East Hill Interpeak Peak Validation Turning Movement Observed

Flow Modelled Flow GEH Flow

Difference

East Hill to Tolvaddon Road 244 279 2.16 �

East Hill to Trevenson Road 390 470 3.88 �

East Hill to Dudnance Lane 100 57 4.81 �

Tolvaddon Road to Trevenson Road 172 60 10.42 x

Tolvaddon Road to Dudnance Lane 117 98 1.81 �

Tolvaddon Road to East Hill 200 265 4.26 �

Trevenson Road to Dudnance Lane 74 24 7.11 �

Trevenson Road to East Hill 411 470 2.83 �

Trevenson Road to Tolvaddon Road 162 71 8.41 �

Dudnance Lane to East Hill 105 53 5.88 �

Dudnance Lane to Tolvaddon Road 116 115 0.08 �

Dudnance Lane to Trevenson Road 62 24 5.82 �

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Table 5-6: East Hill PM Peak Validation Turning Movement Observed

Flow (veh) Modelled Flow

(veh) GEH Flow

Difference

East Hill to Tolvaddon Road 346 343 0.14 �

East Hill to Trevenson Road 375 344 1.65 �

East Hill to Dudnance Lane 77 34 5.73 �

Tolvaddon Road to Trevenson Road 109 21 10.93 �

Tolvaddon Road to Dudnance Lane 99 137 3.54 �

Tolvaddon Road to East Hill 349 347 0.13 �

Trevenson Road to Dudnance Lane 43 13 5.68 �

Trevenson Road to East Hill 479 495 0.74 �

Trevenson Road to Tolvaddon Road 193 66 11.18 x

Dudnance Lane to East Hill 121 62 6.13 �

Dudnance Lane to Tolvaddon Road 126 171 3.66 �

Dudnance Lane to Trevenson Road 38 8 6.30 �

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Figure 5-1: AM Peak Network Flows

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Figure 5-2: Interpeak Network Flows

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Figure 5-3: PM Peak Network Flows

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Figure 5.4 shows five screen lines, including one East–West screenline south of the A30 and four North-South screenlines through the study area. The appropriate values have been extracted from the validation and calibration spreadsheets and are shown in Tables 5.7 to 5.12 below. The screenlines contain a combination of validation (independent) and calibration (matrix estimated) locations.

The key screenlines which include most traffic and would be most affected by the scheme are South of A30, Pool, and Camborne East. In the am peak, the screenline DMRB criteria are met for both light and heavy vehicles. In the inter-peak, the model under-estimates heavy vehicle traffic across the South of A30 screenline. The maximum shortfall on any link is 25 heavy vehicles/hour. In the pm peak, the model over-estimates heavy vehicle traffic across the Camborne East and Pool screenlines. The maximum over-estimate on any link is 90 heavy vehicles/hour.

The model therefore provides a good representation of light vehicle traffic, and does not have a systematic over- or under-estimate of heavy vehicle traffic.

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Table 5.7: AM Peak Light Vehicle Screenlines

Diff % DiffLocation Date <700 700-2700 >2700 GEH Flow GEHSouth of A30 Screenline - Southbound

A 566 704 138 - - 5.5 � �B,C 213 204 -9 - - 0.6 � �D 623 635 12 - - 0.5 � �E 333 336 3 - - 0.2 � �F 701 636 - -9.3% - 2.5 � �G 991 1021 - 3.0% - 0.9 � �

All 3427 3536 - - 109 1.9 � �South of A30 Screenline - Northbound

A 570 634 64 - - 2.6 � �B,C 89 116 27 - - 2.7 � �D 464 484 20 - - 0.9 � �E 245 263 18 - - 1.1 � �F 681 703 22 - - 0.8 � �G 426 337 -89 - - 4.6 � �

All 2475 2537 - 2.5% - 1.2 � �

Camborne West Screenline - EastboundA,B 173 163 -10 - - 0.8 � �C 545 492 -53 - - 2.3 � �D 528 554 26 - - 1.1 � �

All 1246 1209 - -3.0% - 1.1 � �Camborne West Screenline - Westbound

A,B 224 315 91 - - 5.5 � �C - - - - - -D 459 503 44 - - 2.0 � �

All 683 818 135 - - 4.9 � �

Camborne East Screenline - EastboundA 156 178 22 - - 1.7 � �B 720 745 - 3.5% - 0.9 � �C 64 47 -17 - - 2.3 � �

All 940 970 - 3.2% - 1.0 � �Camborne East Screenline - Westbound

A 122 225 103 - - 7.8 � �B 488 428 -60 - - 2.8 � �C 121 122 1 - - 0.1 � �

All 731 775 - 6.0% - 1.6 � �

Pool Screenline - EastboundA 75 73 -2 - - 0.2 � �B 181 184 3 - - 0.2 � �C 584 680 96 - - 3.8 � �

All 840 937 - 11.5% - 3.3 � �Pool Screenline - Westbound

A - - - - - -B - - - - - -C 652 648 -4 - - 0.2 � �

All 652 648 -4 - - 0.2 � �

Redruth Screenline - EastboundA 122 118 -4 - - 0.4 � �B - - - - - -C 300 159 -141 - - 9.3 � �D - - - - - -

All 422 277 -145 - - 7.8 � �Redruth Screenline - Westbound

A - - - - - -B 83 65 -18 - - 2.1 � �C 96 44 -52 - - 6.2 � �D 197 226 29 - - 2.0 � �

All 376 335 -41 - - 2.2 � �

Flow Criteria (vph)Observed

FlowModelled

FlowWithin DMRB

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Table 5.8: AM Peak Heavy Vehicle Screenlines

Diff % DiffLocation <700 700-2700 >2700 GEH Flow GEHSouth of A30 Screenline - Southbound

A 16 13 -3 - - 0.8 � �B,C 12 8 -4 - - 1.3 � �D 25 18 -7 - - 1.5 � �E 3 1 -2 - - 1.4 � �F 53 39 -14 - - 2.1 � �G 48 45 -3 - - 0.4 � �

All 157 124 -33 - - 2.8 � �South of A30 Screenline - Northbound

A 26 15 -11 - - 2.4 � �B,C 5 2 -3 - - 1.6 � �D 21 33 12 - - 2.3 � �E 1 0 -1 - - 1.4 � �F 54 56 2 - - 0.3 � �G 13 25 12 - - 2.8 � �

All 120 131 11 - - 1.0 � �

Camborne West Screenline - EastboundA,B 12 3 -9 - - 3.3 � �C 13 11 -2 - - 0.6 � �D 8 12 4 - - 1.3 � �

All 33 26 -7 - - 1.3 � �Camborne West Screenline - Westbound

A,B 9 2 -7 - - 3.0 � �C - - - - - -D 14 8 -6 - - 1.8 � �

All 23 10 -13 - - 3.2 � �Camborne East Screenline - Eastbound

A 7 17 10 - - 2.9 � �B 21 33 12 - - 2.3 � �C 2 0 -2 - - 2.0 � �

All 30 50 20 - - 3.2 � �Camborne East Screenline - Westbound

A 6 16 10 - - 3.0 � �B 20 7 -13 - - 3.5 � �C 1 1 0 - - 0.0 � �

All 27 24 -3 - - 0.6 � �

Pool Screenline - EastboundA 1 0 -1 - - 1.4 � �B 4 1 -3 - - 1.9 � �C 54 58 4 - - 0.5 � �

All 59 59 0 - - 0.0 � �Pool Screenline - Westbound

A - - - - - -B - - - - - -C 41 51 10 - - 1.5 � �

All 41 51 10 - - 1.5 � �

Redruth Screenline - EastboundA 1 9 8 - - 3.6 � �B - - - - - -C 18 11 -7 - - 1.8 � �D - - - - - -

All 19 20 1 - - 0.2 � �Redruth Screenline - Westbound

A - - - - - -B 0 7 7 - - 3.7 � �C 11 2 -9 - - 3.5 � �D 30 57 27 - - 4.1 � �

All 41 66 25 - - 3.4 � �

Flow Criteria (vph)Observed

FlowModelled

FlowWithin DMRB

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Table 5.9: Interpeak Light Vehicle Screenlines

Diff % DiffLocation <700 700-2700 >2700 GEH Flow GEHSouth of A30 Screenline - Southbound

A 360 400 40 - - 2.1 � �B,C 179 182 3 - - 0.2 � �D 476 508 32 - - 1.4 � �E 175 174 -1 - - 0.1 � �F 479 427 -52 - - 2.4 � �G 561 616 55 - - 2.3 � �

All 2230 2307 - 3.5% - 1.6 � �South of A30 Screenline - Northbound

A 301 323 22 - - 1.2 � �B,C 91 97 6 - - 0.6 � �D 251 278 27 - - 1.7 � �E 231 238 7 - - 0.5 � �F 532 543 11 - - 0.5 � �G 256 235 -21 - - 1.3 � �

All 1662 1714 - 3.1% - 1.3 � �

Camborne West Screenline - EastboundA,B 95 103 8 - - 0.8 � �C 480 409 -71 - - 3.4 � �D 262 271 9 - - 0.6 � �

All 837 783 - -6.5% - 1.9 � �Camborne West Screenline - Westbound

A,B 180 218 38 - - 2.7 � �C - - - - - -D 516 531 15 - - 0.7 � �

All 696 749 53 - - 2.0 � �

Camborne East Screenline - EastboundA 115 159 44 - - 3.8 � �B 661 614 -47 - - 1.9 � �C 64 88 24 - - 2.8 � �

All 840 861 - 2.5% - 0.7 � �Camborne East Screenline - Westbound

A 148 232 84 - - 6.1 � �B 534 543 9 - - 0.4 � �C 118 137 19 - - 1.7 � �

All 800 912 - 14.0% - 3.8 � �

Pool Screenline - EastboundA 66 61 -5 - - 0.6 � �B 71 83 12 - - 1.4 � �C 729 802 - 10.0% - 2.6 � �

All 866 946 - 9.2% - 2.7 � �Pool Screenline - Westbound

A - - - - - -B - - - - - -C 635 703 68 - - 2.6 � �

All 635 703 68 - - 2.6 � �

Redruth Screenline - EastboundA 327 310 -17 - - 1.0 � �B - - - - - -C 190 160 -30 - - 2.3 � �D - - - - - -

All 517 470 -47 - - 2.1 � �Redruth Screenline - Westbound

A - - - - - -B 50 37 -13 - - 2.0 � �C 84 44 -40 - - 5.0 � �D 226 291 65 - - 4.0 � �

All 360 372 12 - - 0.6 � �

Flow Criteria (vph)Observed

FlowModelled

FlowWithin DMRB

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Table 5.10: Interpeak Heavy Vehicle Screenlines

Diff % DiffLocation <700 700-2700 >2700 GEH Flow GEHSouth of A30 Screenline - Southbound

A 24 10 -14 - - 3.4 � �B,C 15 6 -9 - - 2.8 � �D 44 20 -24 - - 4.2 � �E 10 2 -8 - - 3.3 � �F 54 29 -25 - - 3.9 � �G 41 32 -9 - - 1.5 � �

All 188 99 -89 - - 7.4 � �South of A30 Screenline - Northbound

A 27 3 -24 - - 6.2 � �B,C 6 4 -2 - - 0.9 � �D 9 2 -7 - - 3.0 � �E 8 2 -6 - - 2.7 � �F 50 34 -16 - - 2.5 � �G 4 6 2 - - 0.9 � �

All 104 51 -53 - - 6.0 � �

Camborne West Screenline - EastboundA,B 12 2 -10 - - 3.8 � �

C 21 25 4 - - 0.8 � �D 3 6 3 - - 1.4 � �

All 36 33 -3 - - 0.5 � �Camborne West Screenline - Westbound

A,B 14 60 46 - - 7.6 � �C - - - - - -D 17 12 -5 - - 1.3 � �

All 31 72 41 - - 5.7 � �

Camborne East Screenline - EastboundA 2 6 4 - - 2.0 � �B 30 9 -21 - - 4.8 � �C 4 1 -3 - - 1.9 � �

All 36 16 -20 - - 3.9 � �Camborne East Screenline - Westbound

A 9 30 21 - - 4.8 � �B 16 8 -8 - - 2.3 � �C 3 8 5 - - 2.1 � �

All 28 46 18 - - 3.0 � �

Pool Screenline - EastboundA 3 0 -3 - - 2.4 � �B 1 1 0 - - 0.0 � �C 39 50 11 - - 1.6 � �

All 43 51 8 - - 1.2 � �Pool Screenline - Westbound

A - - - - - -B - - - - - -C 54 47 -7 - - 1.0 � �

All 54 47 -7 - - 1.0 � �

Redruth Screenline - EastboundA 0 31 31 - - 7.9 � �B - - - - - -C 13 3 -10 - - 3.5 � �D - - - - - -

All 13 34 21 - - 4.3 � �Redruth Screenline - Westbound

A - - - - - -B 1 4 3 - - 1.9 � �C 4 3 -1 - - 0.5 � �D 26 8 -18 - - 4.4 � �

All 31 15 -16 - - 3.3 � �

Flow Criteria (vph)Observed

FlowModelled

FlowWithin DMRB

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Table 5.11: PM Peak Light Vehicle Screenlines

Diff % DiffLocation <700 700-2700 >2700 GEH Flow GEHSouth of A30 Screenline - Southbound

A 845 890 - 5.3% - 1.5 � �B,C 245 231 -14 - - 0.9 � �D 644 616 -28 - - 1.1 � �E 226 241 15 - - 1.0 � �F 750 723 - -3.6% - 1.0 � �G 745 805 - 8.1% - 2.2 � �

All 3455 3506 - - 51 0.9 � �South of A30 Screenline - Northbound

A 463 547 84 - - 3.7 � �B,C 115 125 10 - - 0.9 � �D 368 390 22 - - 1.1 � �E 398 397 -1 - - 0.1 � �F 659 668 9 - - 0.3 � �G 435 442 7 - - 0.3 � �

All 2438 2569 - 5.4% - 2.6 � �

Camborne West Screenline - EastboundA,B 145 155 10 - - 0.8 � �C 654 658 4 - - 0.2 � �D 312 409 97 - - 5.1 � �

All 1111 1222 - 10.0% - 3.2 � �Camborne West Screenline - Westbound

A,B 233 309 76 - - 4.6 � �C - - - - - -D 568 626 58 - - 2.4 � �

All 801 935 - 16.7% - 4.5 � �

Camborne East Screenline - EastboundA 125 135 10 - - 0.9 � �B 775 607 - -21.7% - 6.4 � �C 89 237 148 - - 11.6 � �

All 989 979 - -1.0% - 0.3 � �Camborne East Screenline - Westbound

A 223 324 101 - - 6.1 � �B 713 620 - -13.0% - 3.6 � �C 151 151 0 - - 0.0 � �

All 1087 1095 - 0.7% - 0.2 � �

Pool Screenline - EastboundA 84 84 0 - - 0.0 � �B 119 125 6 - - 0.5 � �C 850 849 - -0.1% - 0.0 � �

All 1053 1058 - 0.5% - 0.2 � �Pool Screenline - Westbound

A - - - - - -B - - - - - -C 707 704 - -0.4% - 0.1 � �

All 707 704 - -0.4% - 0.1 � �

Redruth Screenline - EastboundA 363 334 -29 - - 1.6 � �B - - - - - -C 303 238 -65 - - 4.0 � �D - - - - - -

All 666 572 -94 - - 3.8 � �Redruth Screenline - Westbound

A - - - - - -B 51 60 9 - - 1.2 � �C 199 75 -124 - - 10.6 � �D 306 364 58 - - 3.2 � �

All 556 499 -57 - - 2.5 � �

Flow Criteria (vph)Observed

FlowModelled

FlowWithin DMRB

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Table 5.12: PM Peak Heavy Vehicle Screenlines

Diff % DiffLocation <700 700-2700 >2700 GEH Flow GEHSouth of A30 Screenline - Southbound

A 25 18 -7 - - 1.5 � �B,C 5 1 -4 - - 2.3 � �D 22 14 -8 - - 1.9 � �E 4 1 -3 - - 1.9 � �F 20 40 20 - - 3.7 � �G 18 35 17 - - 3.3 � �

All 94 109 15 - - 1.5 � �South of A30 Screenline - Northbound

A 10 8 -2 - - 0.7 � �B,C 5 2 -3 - - 1.6 � �D 5 3 -2 - - 1.0 � �E 3 0 -3 - - 2.4 � �F 13 37 24 - - 4.8 � �G 9 4 -5 - - 2.0 � �

All 45 54 9 - - 1.3 � �

Camborne West Screenline - EastboundA,B 6 38 32 - - 6.8 � �C 17 4 -13 - - 4.0 � �D 6 10 4 - - 1.4 � �

All 29 52 23 - - 3.6 � �Camborne West Screenline - Westbound

A,B 9 42 33 - - 6.5 � �C - - - - - -D 9 99 90 - - 12.2 � �

All 18 141 123 - - 13.8 � �

Camborne East Screenline - EastboundA 2 36 34 - - 7.8 � �B 11 34 23 - - 4.8 � �C 1 21 20 - - 6.0 � �

All 14 91 77 - - 10.6 � �Camborne East Screenline - Westbound

A 5 19 14 - - 4.0 � �B 11 10 -1 - - 0.3 � �C 3 2 -1 - - 0.6 � �

All 19 31 12 - - 2.4 � �

Pool Screenline - EastboundA 0 1 1 - - 1.4 � �B 1 0 -1 - - 1.4 � �C 16 43 27 - - 5.0 � �

All 17 44 27 - - 4.9 � �Pool Screenline - Westbound

A - - - - - -B - - - - - -C 24 54 30 - - 4.8 � �

All 24 54 30 - - 4.8 � �

Redruth Screenline - EastboundA 0 9 9 - - 4.2 � �B - - - - - -C 8 3 -5 - - 2.1 � �D - - - - - -

All 8 12 4 - - 1.3 � �Redruth Screenline - Westbound

A - -B 1 1 0 - - 0.0 � �C 2 4 2 - - 1.2 � �D 15 1 -14 - - 4.9 � �

All 18 6 -12 - - 3.5 � �

Flow Criteria (vph)Observed

FlowModelled

FlowWithin DMRB

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5.5 Journey Time Validation

Observed journey time had been collected on 5 different routes (see Figure 5.5) inside the study area in November 2005. An analysis had been carried out to make sure the journey times collected for each route are within the DMRB acceptability requirement. The journey time surveys are required to have an accuracy of 10% or less. The journey time surveys carried out in June 2005 were not accurate enough for the routes around Redruth so additional runs were carried out in November 2005. Also for a number of the routes in the pm peak, the majority of the journey time surveys were carried out in the hour proceeding the modelled pm peak hour. To ensure journey times appropriate to the modelled hour were surveyed additional runs were carried out in the pm peak.

Table 5.13 shows the number of runs carried out to collect the journey time information and the journey time accuracy for each route respectively. A minimum of 3 runs had been carried out to collect journey time for each particular route in each time period to calculate the average journey time. Exceptional cases, such as accident, which cause unusually long delays were removed from the calculation. Even with the additional surveys undertaken not all of the routes meet the required accuracy for each of the time periods. Route 3.2 has the worst statistics. This journey time route passed through three signal junctions which led to the variation in surveyed run times.

Journey Time survey graphs are included in Appendix E to this report.

Table 5-13: Journey Time Survey Accuracy AM IP PM

Routes No of runs Accuracy

No of runs Accuracy

No of runs Accuracy

Route 1 - (Clockwise) 6 3.9% 6 3.2% 6 7.1%

Route 1 - (Anti-Clockwise) 4 2.8% 6 6.7% 4 11.3%

Route 2 - (Clockwise) 3 1.6% 6 5.8% 6 7.0%

Route 2 - (Anti-Clockwise) 3 2.4% 6 5.8% 4 11.2%

Route 3.1 - (Clockwise) 11 12.1% 6 5.7% 3 0.6%

Route 3.1 - (Anti-Clockwise) 6 3.7% 7 8.4% 3 8.7%

Route 3.2 - (Clockwise) 7 14.1% 10 11.1% 13 15.8%

Route 3.2 - (Anti-Clockwise) 6 6.3% 12 8.4% 11 11.8%

Route 3.3 - (Clockwise) 6 7.6% 9 11.1% 6 7.9%

Route 3.3 - (Anti-Clockwise) 6 4.2% 6 7.3% 5 1.9%

A comparison of observed and modelled journey times is shown in Tables 5.14 to 5.16 The acceptability criteria in DMRB Volume 12 are that more than 85% of routes should have modelled journey times within 15% of the observed times or 1 minute if higher. All routes in all time periods meet the validation criteria.

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Table 5-14: AM Peak Journey Time Validation Results Observed (Sec) Modelled (Sec) Percentage Difference

Route 1 Clockwise 582 569 1.02

Route 1 Anti-Clockwise 633 573 1.11

Route 2 Clockwise 715 623 1.15

Route 2 Anti-Clockwise 557 516 1.08

Route 3-1 Clockwise 654 579 1.13

Route 3-1 Anti-Clockwise 438 465 0.94

Route 3-2 Clockwise 367 333 1.10

Route 3-2 Anti-Clockwise 311 312 1.00

Route 3-3 Clockwise 252 244 1.03

Route 3-3 Anti-Clockwise 229 239 0.96

Table 5-15: Interpeak Journey Time Validation Results Observed (Sec) Modelled (Sec) Percentage Difference

Route 1 Clockwise 586 551 1.06

Route 1 Anti-Clockwise 594 536 1.11

Route 2 Clockwise 710 625 1.14

Route 2 Anti-Clockwise 554 497 1.11

Route 3-1 Clockwise 558 547 1.02

Route 3-1 Anti-Clockwise 493 440 1.12

Route 3-2 Clockwise 322 316 1.02

Route 3-2 Anti-Clockwise 304 326 0.93

Route 3-3 Clockwise 244 240 1.02

Route 3-3 Anti-Clockwise 220 238 0.92

Table 5-16: PM Peak Journey Time Validation Results Observed (Sec) Modelled (Sec) Percentage Difference

Route 1 Clockwise 627 570 1.10

Route 1 Anti-Clockwise 757 680 1.11

Route 2 Clockwise 736 711 1.03

Route 2 Anti-Clockwise 656 625 1.05

Route 3-1 Clockwise 607 581 1.05

Route 3-1 Anti-Clockwise 517 482 1.07

Route 3-2 Clockwise 361 349 1.03

Route 3-2 Anti-Clockwise 294 329 0.89

Route 3-3 Clockwise 261 242 1.08

Route 3-3 Anti-Clockwise 249 241 1.03

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6. 2005 Public Transport Model 6.1 Model Network

In order to assess possible public transport improvements which may form part of the Package, and to assess any mode changes as a result of highway improvements, a multi-modal public transport model has been developed using VISUM software. The software has been used to model the rail and bus networks in the Camborne - Redruth area.

The network includes rail and bus routes with their main stops. Within the Camborne and Redruth corridor, the rail service is modelled and includes all stations. Outside of the corridor the rail network stretches from Hayle in the west to St Austell in the east and includes all main stops along the line.

All buses passing through Camborne and Redruth were included in the model with all stops coded between Camborne and Redruth and only strategic stops were coded outside the corridor. Two operators (First Bus and Truronian) run bus services inside the study area. A list of services is included in Table 6.1 and shown on Figure 6.1.

Table 6-1: Summary of Bus Routes Number Operator Description

14 First Bus Truro - St Ives

18 First Bus Truro - Penzance

40 First Bus Camborne - Truro

41 First Bus Troon - Falmouth

42 First Bus Camborne - Penmarth

44 First Bus Camborne - Portreath

45 First Bus Troon - Redruth

T7 Truronian Truro - Portreath

T20 Truronian Redruth - Camborne

T34 Truronian Redruth - Helston

Both rail and bus services have been coded according to timetables June 2005. In order to model accessibility to bus and rail stations, stops have been connected to all zones within a radius of 2 kilometres of a rail station or a radius of 300m from a bus stop.

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6.2 Matrices

6.2.1 Rail Trip matrices

LENNON sales data by appropriate station origin and destination points was obtained. The data included all sales independent of where they were issued. The origins and destinations requested were Redruth and Camborne, plus trips to or from those stations to/from Hayle-Penzance (including St Erth and St Ives), Perranwell & Penryn, Penmere to Falmouth, Truro, St Austell, Rest of Cornwall and the rest of Great Britain.

The LENNON output included Origin, Destination, Product code (CTOT), Gross and Net Receipts, Journeys and Miles on an annual basis. This data was then checked and non-travel products, e.g., refunds; removed. As LENNON data does not count return legs of journeys separately, return legs for return tickets and season tickets were created and journeys halved between each leg. The journeys across all ticket types for each O-D pair were then summed to create the initial or total matrix.

There was no survey data available on journey purpose and time of travel. Therefore, assumptions were made using ticket type data. Table 6.2 below shows the assumptions made about how the broad ticket groups created split between commuting, business and other.

Table 6-2: Ticket Group by Journey Purpose – assumed spilts Commuting Business Other

Cheap Return 1% 2% 97%

Cheap single 2% 2% 96%

First Open Return 60% 40%

First Return-cheap 10% 90%

First Single 20%

First Single-cheap 5%

Season 100%

Standard Day Return 10% 40% 50%

Standard Open Return 70% 30%

Standard Single 2% 10% 88%

The total matrix generated was multiplied by the splits shown in Table 6.2 to create 3 journey purpose matrices (Commuting, Business and Other).

As journey purpose is likely to be a reasonable predictor of travel time, further assumptions were then made regarding weekday and weekend and time of travel within the day (am peak, inter-peak and pm peak). The overall weekend proportion was informed by National Passenger Survey (NPS) data for Spring 2003 which showed that 22% of the journeys on Wessex Trains took place at the weekend. This is shown in Table 6.3, below.

Table 6-3: Weekday and Weekend Spilt by Journey Purpose Commuting Business Other

Weekday 98.0% 98.0% 75.0%

Weekend 2.0% 2.0% 25.0%

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The assumed splits between journey purpose and travel time are shown in Tables 6.4 and 6.5 below. Note that as travel to the rest of Britain was likely to take longer and therefore leave earlier, a separate table of assumptions was used (Table 6.5).

Table 6-4: Assumed Journey Purpose splits by Time of Travel – Cornwall only weekday Commuter Business Other

0600-0900 50.0% 50.0% 10.0%

0900-1600 10.0% 10.0% 55.0%

1600-1900 35.0% 35.0% 25.0%

after 1900 5.0% 5.0% 10.0%

weekend Commuter Business Other

0600-0900 50.0% 50.0% 20.0%

0900-1600 50.0%

1600-1900 50.0% 50.0% 20.0%

after 1900 10.0%

Table 6-5: Assumed Journey Purpose Splits by Time of Travel – Rest of UK Weekday Commuter Business Other

0600-0900 50.0% 50.0% 10.0%

0900-1600 10.0% 35.0% 80.0%

1600-1900 35.0% 10.0% 10.0%

after 1900 5.0% 5.0%

Weekend Commuter Business Other

0600-0900 50.0% 50.0% 30.0%

0900-1600 60.0%

1600-1900 50.0% 50.0% 10.0%

after 1900

The three journey purpose matrices were then multiplied through by the assumptions in Tables 6.3 to 6.5 to create 6 time of travel matrices (am peak, inter-peak and pm peak for weekday and weekend) for each journey purpose.

Finally, in order to create an average weekday, the weekday matrices were divided by 240. To create an average weekend the weekend matrices were divided by 50. Period by period data for the relevant flows showed that June (RSP Period 3) was not significantly different from average; therefore, no seasonality adjustment was applied.

The matrices showing journey by time period and journey purpose were still using station to station movements. These now needed to be converted to zonal matrices. Journey to work census data was obtained from Cornwall at an output area definition level. Using GIS software, the output areas were allocated to the equivalent modelled zones and a matrix of journey to work trips by zone produced.

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Each zone within a 2km radius of a rail station was then assumed to potentially include trips to and from that station and trips from each station were allocated to the appropriate zones according to the proportions from the journey to work matrix.

Lastly the rail zonal matrices by journey purpose and time period were split into car available and car non-available proportions based on Carrick and Kerrier household census data for rail users taken from TEMPRO.

6.2.2 Rail Fares matrices

Fare information was also obtained with fare and trip information extracted from LENNON and each trip or receipt being labelled peak or off-peak.

Total O-D matrices for peak and off-peak journeys, and peak and off-peak gross receipts were created. Fare matrices for peak and off-peak were then created by dividing gross receipts by journeys for each O-D pair.

These “fares” are average receipts per journey. However, they do take into account the fact that many tickets are bought with a discount such as railcards or child rate tickets. This complexity would not have been very easy to take account of if the published fares had been used instead.

6.2.3 Bus Trip Matrices

Passenger boardings and alightings on the bus routes within Camborne, Pool and Redruth (see Figure 6.1) have been obtained from the Truronian and First bus companies. These have been converted to matrices using the journey to work census data in the same way as the rail matrices. The split of trips between journey purpose in each time period was taken from WebTAG unit 3.5.6.

Table 6-6: Split of Trips by Time Period and Journey Purpose Time Period Commuter Business Leisure Total

0600-0900 30.0% 3.9% 66.1% 100.0%

0900-1600 11.1% 2.0% 86.9% 100.0%

1600-1900 36.6% 3.9% 59.5% 100.0%

Lastly the bus zonal matrices by journey purpose and time period were split into car available and car non-available proportions based on Carrick and Kerrier household census data for bus users taken from TEMPRO.

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6.3 Public Transport Assignment

The public transport uses a headway based assignment method, with a generalised cost definition for Perceived Journey Time (PJT) of

PJT = In-vehicle time + 2*(Access Time + Egress Time + Walking Time)+ 2.5* (Origin Wait Time + Transfer Wait Time) + 10min *No of Transfers

This uses the TAG unit 3.5.6 weightings for walking and wait times. This does not use an all or nothing assignment along the best path. DIADEM models the change in mode choice etc. as a function of the change in generalised costs of travel. Therefore any components of the generalised cost that do not change between the reference and forecast scenarios can be left out of the generalised cost formulation. We have assumed that PT fares do not change in the study area and have therefore not included them in the generalised cost.

6.4 Rail validation

There was no available independent data against which to validate the rail modelled flows so validation has not been possible.

6.5 Bus validation

Bus passenger surveys were carried out in November 2005 on the west side of the A3047 East Hill junction for each of the modelled hours. For each bus that passed the service number and number of passengers on board were noted down.

Draft DfT guidance on public transport modelling states that for individual counts modelled flows should be within 25% of the survey data, where observed flows are particularly low (less than 150). Table 6.7 below shows the survey data and the modelled flows of passengers for the am, interpeak and pm peak modelled periods.

Table 6-7: Bus Passengers Validation Results

Observed ModelledModelled vs Observed

West of East Hill Junction EB 88 73 0.83

AM West of East Hill Junction WB 36 43 1.19

West of East Hill Junction EB 81 77 0.95

IP West of East Hill Junction WB 50 55 1.10

West of East Hill Junction EB 33 26 0.79

PM West of East Hill Junction WB 53 58 1.09

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The modelled flows in all three period compare very well with the average observed flows and meet the required validation criteria. Figures showing the bus passenger flows from the validated assignments are included in the Traffic Forecasting Report.

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7.1 Introduction

Between 2005 and 2010, there have been changes to the local highway network and land use changes. In order to take account of these changes, the highway model has been updated to 2010 and validated against traffic count and journey time data collected in 2010. The updated traffic data are described in the June 2011 Existing Data & Traffic Survey Report.

As the new journey time data for 2010 was collected in March, the 2010 model was validated to an average March weekday. From the Wesley Street monthly profile for 2009 it is apparent that March traffic flows are about 1% above the annual average.

7.2 Updated Highway Model Network

Updating the model to 2010 included adding Barncoose link, which opened in 2007, and updating East Hill junction from a double mini-roundabout to a signalised junction. This was completed in January 2010. Figure 7.1 shows the extent of the updated highway network model.

The East Hill signal junction operation was initially modelled with LinSig which was calibrated to represent traffic flows and queue lengths in February 2010. These calibrated signal stagings, timings and LinSig capacities were used in SATURN, but the signal timings were re-optimised in SATURN to take account of March 2010 traffic flow volumes.

7. 2010 Highway Model Update

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7.3 Updated Trip Matrices

7.3.1 Introduction

Following the 2005 matrix validation the matrix structure was changed to the 7 user classes of car commuting, car employers business, car other, LGV commuting, LGV employers business, LGV other and HGV. Separating the LGV user classes and the car user classes was based on the RSI data, which gave the proportions shown in Table 7.1.

Table 7.1: Light Vehicle Proportions AM IP PM

Car Commuting 49% 11% 41%

LGV Commuting 4% 1% 5%

Car Employers Business 10% 16% 9%

LGV Employers Business 4% 5% 2%

Car Other 31% 63% 38%

LGV Other 2% 4% 5%

Total 100% 100% 100%

The starting point for building 2010 matrices was the matrices used for the 2005 validation. The matrix update to 2010 was undertaken by considering local development completions, including the TESCO store in Pool which opened in 2006.

The modelled time periods remained unchanged as AM peak 8:00 to 9:00, interpeak 11:00 to 12:00 and PM peak 17:00 to 18:00.

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7.3.2 Car Matrices

From Cornwall Council we received the following details about development completions that were registered between 2006 and March 2010. Tables 7.2 and 7.3 below show the completions and Table 7.4 shows the trip rates used to calculate the development related car traffic increase. These trip rates were extracted from TRICS 2010(a) v6.5.2. The purpose split proportions per zone in the 2006 matrices were applied to the development trips to split them into the three car user classes.

Table 7.2: Housing Completions 2006 to 2010 Site Address No of dwellings

Trevithick Road CSM 64

East/West Charles Street 14

Adj Cadogan Road, Camborne 19

Vyvyans Court, Camborne 56

Laity Fields, Pengegon, Camborne 49

Lamorna, East Hill, Tuckingmill 14

Gladys Holman House (blocks) 12

Crembling Well, Barncoose 14

Old Redruth Hospital (conv) 23

Former Redruth Hospital 37

Plain an Gwarry Chapel, Redruth 12

Former Builders Yard, Treleigh Ave' 18

Whym Kibbal, Pednandrea, Redruth 31

Whym Kibbal, Pednandrea, Redruth 9

1 Higher Fore Street, Redruth 13

School Lane, Redruth 17

Sandy Lane/Carknown Gardens 29

Adj Clinton Farm, South Albany Road, Redruth 20

Treruffe Terrace, Redruth 14

The Old Corona Works 12

Former Pengegon Motors, Foundry L 12

Vivian Park, Pengegon 12

Cadogan Road (Medlands) 21 Source: Cornwall Council

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Table 7.3: Commercial Completions 2006 to 2010

Scheme Category

Floorspace per 100sqm

Pool Innovation Centre B1 36.95

Former Endeva Site, Dudnance Lane B2 3.92

The Fireplace, Unit 7 Dudnance Lane B1c 1.01

Unit 1B Dudnance Lane B1a 0.45

Unit 12 Carn Brea Business Park B8 10.67

Kernow Building, Wilson Way B1 0.33

Wilson Way, Redruth B8 4.80

Roach Foods, Wilson Way B2 2.00

Treleigh Industrial Estate B2 46.50

Treleigh Industrial Estate B8 5.40

Unit B Jon Davey Drive, Treleigh B1a 0.48

Cardrew Industrial Estate, Redruth B2 47.00

Site 53 Cardrew Industrial Estate B2 6.46

Unit 15 Cardrew Business Park B8 2.19

Site 53 Cardrew Industrial Estate B2 6.45

Cardrew Industrial Estate B1c 3.80

Jenson House, Cardrew Ind Estate B8 18.95

Plot 2 Cardrew Industrial Estate B8 3.60

Oil Depot, Cardrew Ind Est B8 1.77

Seton Self Storage, Scorrier B8 8.16

CCC Scorrier B1a 2.02

Forge, Kehelland B1a 0.17

Plot 9 Barncoose Industrial Estate B2 1.20

Unit 14 Barncoose Industrial Estate B8 3.72

Wilson Way, Barncoose Ind Estate B2 21.60

Barncoose Industrial Estate, Adj Brewer & Bunney B1c, B2, B8 3.00 Source: Cornwall Council

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Table 7.4: Trip Rates Units AM IP PM

In Out In Out In Out

Private housing Per dwelling 0.16 0.44 0.18 0.17 0.40 0.23

Affordable housing Per dwelling 0.10 0.20 0.15 0.12 0.24 0.15

Office Per 100sqm 1.48 0.18 0.29 0.28 0.15 1.27

Industrial Unit Per 100sqm 0.39 0.09 0.09 0.09 0.04 0.32

Warehousing Per 100sqm 0.69 0.11 0.16 0.15 0.09 0.61

Industrial Estate Per 100sqm 0.50 0.26 0.31 0.34 0.14 0.40

Mixed Commercial Use

Per 100sqm 0.69 0.11 0.16 0.15 0.09 0.61 Source: TRICS v6.5.2

The 2010 car matrices were produced by furnessing the equivalent 2005 matrices in each time period using the 2010 estimated trip ends. Car matrix growth is compared against forecast TEMPRO 6.1 growth in Table 7.5. It is apparent that the predicted TEMPRO growth is higher than the development growth. Consequently, the total matrices were factored to match this growth representing the total increase in traffic.

Table 7.5: Car Matrix Growth AM IP PM

TEMPRO Growth 1.052 1.058 1.052

Development Growth 1.022 1.014 1.020

7.3.3 Goods Vehicle Matrices

The LGV and HGV matrices for 2010 were also based on the equivalent 2005 validated matrices. National Transport Model 2009 factors were calculated and are shown in Table 7.6. The factor for LGV’s was applied to all three LGV user classes.

Table 7.6: Goods Vehicle Factors AM IP PM

LGV 1.06 1.06 1.06

HGV 1.00 1.00 1.00 Source: Based on NTM 2009 data

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7.4 Traffic Data

Details of the traffic data collected in 2010 are set out in the Existing Data & Traffic Survey Report. The data include turning movement counts at East Hill, automatic traffic counts, journey time surveys, and queue length surveys. The turning movement and queue length surveys were carried out in February 2010, and the journey time surveys in March 2010. The turning movement counts have been factored to average March 2010 values based on the average two-way flow profiles along Wesley Street, A3047 Barncoose and Barncoose Link between the date of the survey and average March flows. Table 7.7 shows the factors applied.

Table 7.7: East Hill Observed Data Adjustment Factors AM IP PM

Factor 1.02 1.03 1.06

7.5 2010 Traffic Model Assignment

SATURN assignments were undertaken for the AM, Interpeak and PM peak periods in 2010. The trip matrices were assigned to the network using Wardrop user equilibrium and generalised cost coefficients calculated for 2010 using the values of time and operating costs from WebTag unit 3.5.6 (April 2011). Table 7.8 shows the final generalised cost coefficients used for the assignment. The details of the calculation are also provided in a spreadsheet file provided with this report.

Table 7.8: Generalised Cost Coefficients

Pence per minute (PPM) Pence per kilometre (PPK)

AM IP PM AM IP PM

Cars - Commuting 1.00 1.00 1.00 0.57 0.57 0.59

Cars – Employers Business 1.00 1.00 1.00 0.25 0.26 0.26

Cars – Other trips 1.00 1.00 1.00 0.44 0.42 0.47

LGV 1.00 1.00 1.00 0.71 0.71 0.71

HGV 1.00 1.00 1.00 2.38 2.38 2.38

Convergence of the model was checked against the parameters set out in DMRB Volume 12 (Section 2 Part 1 Appendix H) and shown in Table 7.9.

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Table 7.9: Convergence Parameters

Convergence Measure Acceptable Value

Duality gap � Less than 1%

AND one of the following

Percentage of links with flow change < 5% Four consecutive iterations greater than 95%

RAAD in flows Less than 1%

AAD in flows Less than 1 veh/hr

To ensure the model was well converged, the validation criteria for flow changes between loops were tightened to a difference of 3%. Table 7.10 shows the final convergence parameters for each of the modelled periods. The acceptable values set out in DMRB were achieved.

Table 7.10: Achieved Convergence

Time period Duality Gap (%) No of loops with flow change <3%

RAAD (%) AAD (pcu/hr)

AM 0.0017 5 0.11 0.18

IP 0.0026 4 0.05 0.07

PM 0.0013 4 0.05 0.08

7.6 2010 Calibration and Validation Results

7.6.1 Calibration and Validation Locations

The A30 count data were used to estimate through trips which do not join or leave the A30 in the Study Area. These through trips were included in the trip matrices as part of the model calibration.

Existing and forecast delays at the East Hill junction are critical to determining the need for new transport infrastructure to support regeneration, and to estimate scheme dependent development. In order to ensure that the model provides a good representation of traffic at East Hill, the model was calibrated to represent existing turning movements using a matrix estimation procedure.

The count data at Wesley Street, Barncoose Terrace and Barncoose Link represented independent data sets and were used for model validation. Figure 7.2 shows the locations of all count locations and Figure 7.3 shows the journey time route.

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7.6.2 Validation Criteria

The validation acceptability guidelines as set out in DMRB Volume 12 Section 2 Part 1 Chapter 4 are summarised in Table 7.11. These were also used for validation of the original SATURN base model.

Table 7.11: Assignment Validation - Acceptability Guidelines Criteria and Measures Acceptability Guideline

Assigned hourly flows compared with observed flows For flows < 700 vph – Individual flows within 100 vph; For flows 700 – 2700 vph - Individual flows within 15%; For flows > 2700 vph – Individual flows within 400 vph.

85% of all cases

GEH statistic GEH < 5 for individual flow;

85% of cases

Modelled journey times compared with observed times. Times within 15% or 1 min (if higher)

> 85% of routes

Source: DMRB Volume 12 Section 2 Part 1 Chapter 4

7.6.3 Calibration Results

The observed and modelled traffic flows prior to matrix estimation are shown in Tables 7.12 to 7.14. Some turning movements at East Hill, particularly in the PM peak, do not achieve the validation criteria. Consequently, as stated in Section 7.6.1 matrix estimation was undertaken using the turning movements at East Hill as delays at this junction are key to determining the amount of development which can take place without the project.

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Table 7.12: AM Peak Pre-Matrix Estimation Results Within DMRB Guidelines

Location Obs Adj Modelled GEH Flow GEH Light Vehicles

Wesley Street 681 559 4.90 �� ��

Wesley Street 522 585 2.65 �� ��

Barncoose A3047 557 656 4.04 �� ��

Barncoose A3047 610 581 1.19 �� ��

Barncoose Link 208 228 1.35 �� ��

Barncoose Link 400 367 1.70 �� ��

Tolvaddon to Trevenson 184 237 3.67 �� ��

Tolvaddon to Dudnance 128 90 3.59 �� ��

Tolvaddon To East Hill 213 305 5.69 �� ��

Trevenson to Dudnance 24 2 6.21 �� ��

Trevenson to East Hill 326 410 4.41 �� ��

Trevenson to Tolvaddon 83 32 6.76 �� ��

Dudnance to East Hill 76 113 3.77 �� ��

Dudnance to Tolvaddon 159 110 4.22 �� ��

Dudnance to Trevenson 46 7 7.42 �� ��

East Hill to Tolvaddon 391 346 2.33 �� ��

East Hill to Trevenson 443 477 1.56 �� ��

East Hill to Dudnance 84 53 3.78 �� ��

Total Light Vehicles 2158 2183 0.54 �� ��

Heavy Vehicles �� ��

Wesley Street 21 15 1.41 �� ��

Wesley Street 16 6 2.99 �� ��

Barncoose A3047 17 53 6.06 �� ��

Barncoose A3047 19 51 5.45 �� ��

Barncoose Link 6 14 2.29 �� ��

Barncoose Link 12 11 0.47 �� ��

Tolvaddon to Trevenson 5 16 3.32 �� ��

Tolvaddon to Dudnance 7 1 3.21 �� ��

Tolvaddon To East Hill 9 3 2.70 �� ��

Trevenson to Dudnance 3 0 2.12 �� ��

Trevenson to East Hill 5 23 4.74 �� ��

Trevenson to Tolvaddon 11 22 2.55 �� ��

Dudnance to East Hill 3 2 0.87 �� ��

Dudnance to Tolvaddon 14 1 4.88 �� ��

Dudnance to Trevenson 4 0 2.38 �� ��

East Hill to Tolvaddon 10 33 4.91 �� ��

East Hill to Trevenson 7 22 3.90 �� ��

East Hill to Dudnance 2 1 1.14 �� ��

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Table 7.13: Interpeak Pre-Matrix Estimation Results Within DMRB Guidelines

Location Obs Adj Modelled GEH Flow GEH Light Vehicles

Wesley Street 624 542 3.41 �� � Wesley Street 536 579 1.83 �� ��

Barncoose A3047 511 602 3.83 �� ��

Barncoose A3047 520 434 3.93 �� ��

Barncoose Link 262 248 0.89 �� ��

Barncoose Link 297 211 5.37 �� ��

Tolvaddon to Trevenson 122 116 0.55 �� ��

Tolvaddon to Dudnance 98 92 0.55 �� ��

Tolvaddon To East Hill 134 270 9.55 �� ��

Trevenson to Dudnance 61 3 10.27 �� ��

Trevenson to East Hill 342 377 1.84 �� ��

Trevenson to Tolvaddon 111 49 7.00 �� ��

Dudnance to East Hill 127 109 1.67 �� ��

Dudnance to Tolvaddon 108 93 1.47 �� ��

Dudnance to Trevenson 43 19 4.36 �� ��

East Hill to Tolvaddon 212 202 0.73 �� ��

East Hill to Trevenson 369 455 4.24 �� ��

East Hill to Dudnance 112 55 6.33 �� ��

Total Light Vehicles 1839 1838 0.02 �� ��

Heavy Vehicles

Wesley Street 24 7 4.14 �� ��

Wesley Street 20 21 0.18 �� ��

Barncoose A3047 20 48 4.91 �� ��

Barncoose A3047 20 46 4.51 �� ��

Barncoose Link 10 8 0.78 �� ��

Barncoose Link 11 8 1.00 �� ��

Tolvaddon to Trevenson 4 15 3.49 �� ��

Tolvaddon to Dudnance 10 1 3.82 �� ��

Tolvaddon To East Hill 5 7 0.85 �� ��

Trevenson to Dudnance 5 2 1.57 �� ��

Trevenson to East Hill 8 37 6.00 �� ��

Trevenson to Tolvaddon 8 20 3.10 �� ��

Dudnance to East Hill 7 1 3.07 �� ��

Dudnance to Tolvaddon 11 0 4.54 �� ��

Dudnance to Trevenson 1 3 1.19 �� ��

East Hill to Tolvaddon 8 2 3.01 �� ��

East Hill to Trevenson 11 15 1.05 �� ��

East Hill to Dudnance 4 1 1.63 �� ��

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Table 7.14: PM Peak Pre-Matrix Estimation Results Within DMRB Guidelines

Location Obs Adj Modelled GEH Flow GEH Light Vehicles

Wesley Street 664 524 5.77 �� ��

Wesley Street 654 831 6.52 �� ��

Barncoose A3047 537 643 4.35 �� ��

Barncoose A3047 619 529 3.74 �� ��

Barncoose Link 347 251 5.55 �� ��

Barncoose Link 238 252 0.92 �� ��

Tolvaddon to Trevenson 117 90 2.60 �� ��

Tolvaddon to Dudnance 154 116 3.29 �� ��

Tolvaddon To East Hill 421 460 1.87 �� ��

Trevenson to Dudnance 28 0 7.36 �� ��

Trevenson to East Hill 431 610 7.84 �� ��

Trevenson to Tolvaddon 136 48 9.09 �� ��

Dudnance to East Hill 160 251 6.32 �� ��

Dudnance to Tolvaddon 175 63 10.28 �� ��

Dudnance to Trevenson 32 14 3.71 �� ��

East Hill to Tolvaddon 303 243 3.65 �� ��

East Hill to Trevenson 301 360 3.24 �� ��

East Hill to Dudnance 102 46 6.53 �� ��

Total Light Vehicles 2359 2300 1.21 �� ��

Heavy Vehicles �� ��

Wesley Street 4 16 3.66 �� ��

Wesley Street 4 5 0.43 �� ��

Barncoose A3047 4 39 7.66 �� ��

Barncoose A3047 4 44 8.08 �� ��

Barncoose Link 2 12 3.49 �� ��

Barncoose Link 2 7 2.66 �� ��

Tolvaddon to Trevenson 1 14 4.62 �� ��

Tolvaddon to Dudnance 1 0 0.76 �� ��

Tolvaddon To East Hill 5 3 1.34 �� ��

Trevenson to Dudnance 0 0 0.41 �� ��

Trevenson to East Hill 5 28 5.61 �� ��

Trevenson to Tolvaddon 1 12 4.20 �� ��

Dudnance to East Hill 0 10 4.51 �� ��

Dudnance to Tolvaddon 1 1 0.49 �� ��

Dudnance to Trevenson 1 1 0.43 �� ��

East Hill to Tolvaddon 2 35 7.61 �� ��

East Hill to Trevenson 0 30 7.70 �� ��

East Hill to Dudnance 0 6 3.38 �� ��

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The trip length distribution graphs in Figures 7.4 to 7.6 show that the overall impact of the matrix estimation was minor. In Appendix F the sector-by-sector changes before and after matrix estimation have been tabulated for AM, Interpeak and PM peak.

Figure 7.4: AM Peak Trip Length Distribution Proportions

AM Peak Trip Length Distribution Proportions

0

5

10

15

20

25

2 4 6 8 10 12 14 16 18 20 22 24 26 28 30+

Disntance in km

Pro

port

ion

of tr

ips

Prior Matrix EstimationPost Matrix Estimation

AM Peak Trip Length Distribution Trip Numbers

0

500

1000

1500

2000

2500

3000

3500

2 4 6 8 10 12 14 16 18 20 22 24 26 28 30+

Distance in km

Num

ber

of tr

ips

Prior Matrix EstimationPost Matrix Estimation

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Figure 7.5: Interpeak Trip Length Distribution Proportions

Interpeak Trip Length Distribution Proportions

0

5

10

15

20

25

30

2 4 6 8 10 12 14 16 18 20 22 24 26 28 30+

Distance in km

Pro

port

ion

of tr

ips

Prior Matrix EstimationPost Matrix Estimation

Interpeak Trip Length Distribution Trip Numbers

0

500

1000

1500

2000

2500

3000

3500

4000

2 4 6 8 10 12 14 16 18 20 22 24 26 28 30+

Distance in km

Num

ber

of tr

ips

Prior Matrix EstimationPost Matrix Estimation

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Figure 7.6: PM Peak Trip Length Distribution Proportions

PM Peak Trip Length Distribution Proportions

0

5

10

15

20

25

2 4 6 8 10 12 14 16 18 20 22 24 26 28 30+

Distance in km

Prop

ortio

n of

trip

s

Prior Matrix EstimationPost Matrix Estimation

PM Peak Trip Length Distribution Trip Numbers

0

500

1000

1500

2000

2500

3000

3500

4000

2 4 6 8 10 12 14 16 18 20 22 24 26 28 30+

Distance in km

Num

ber o

f trip

s

Prior Matrix EstimationPost Matrix Estimation

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Tables 7.15 to 7.17 show the calibration results for AM, interpeak and PM peak, respectively. This includes the A30 locations and the East Hill movements entering and exiting each approach. Tables 7.18 to 7.20 show the individual turning movement results for East Hill junction.

Table 7.15: AM Peak Calibration Results

AM Lights Observed

Flow Modelled Flow GEH value Flow Criteria GEH

Criteria

A30 W of Camborne EB 1129 1135 0.18 �� ��

A30 W of Camborne WB 785 819 1.19 �� ��

A30 Pool to Redruth EB 1611 1572 0.97 �� ��

A30 Pool to Redruth WB 1394 1265 3.54 �� ��

A30 E of Redruth EB 1547 1345 5.32 �� ��

A30 E of Redruth WB 1170 1025 4.38 �� ��

Tolvaddon SB 525 479 2.07 �� ��

Tolvaddon NB 634 607 1.05 �� ��

Trevenson WB 433 473 1.88 �� ��

Trevenson EB 673 633 1.56 �� ��

Dudnance NB 281 214 4.28 �� ��

Dudnance SB 236 216 1.35 �� ��

East Hill EB 919 907 0.38 �� ��

East Hill WB 615 616 0.06 �� ��

AM Heavies Observed

Flow Modelled Flow GEH value Flow Criteria�GEH

Criteria�A30 W of Camborne EB 130 86 4.26 �� ��

A30 W of Camborne WB 110 92 1.82 �� ��

A30 Pool to Redruth EB 124 94 2.89 �� ��

A30 Pool to Redruth WB 90 75 1.63 �� ��

A30 E of Redruth EB 108 119 1.06 �� ��

A30 E of Redruth WB 82 92 1.10 �� ��

Tolvaddon SB 21 14 1.69 �� ��

Tolvaddon NB 36 21 2.83 �� ��

Trevenson WB 19 18 0.35 �� ��

Trevenson EB 16 12 1.26 �� ��

Dudnance NB 21 9 3.15 �� ��

Dudnance SB 12 8 1.51 �� ��

East Hill WB 19 14 1.30 �� ��

East Hill EB 17 16 0.45 �� ��

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Table 7.16: Interpeak Calibration Results

IP Lights Observed

Flow Modelled Flow GEH value Flow Criteria�GEH

Criteria�A30 W of Camborne EB 672 676 0.14 �� ��

A30 W of Camborne WB 644 622 0.87 �� ��

A30 Pool to Redruth EB 915 918 0.11 �� ��

A30 Pool to Redruth WB 855 962 3.55 �� ��

A30 E of Redruth EB 947 846 3.38 �� ��

A30 E of Redruth WB 790 797 0.25 �� ��

Tolvaddon SB 353 332 1.16 �� ��

Tolvaddon NB 432 360 3.61 �� ��

Trevenson WB 514 462 2.37 �� ��

Trevenson EB 534 581 2.00 �� ��

Dudnance NB 278 216 3.94 �� ��

Dudnance SB 271 185 5.67 �� ��

East Hill WB 693 706 0.48 �� ��

East Hill EB 603 590 0.53 �� ��

IP Heavies Observed

Flow Modelled Flow GEH value Flow Criteria�GEH

Criteria�A30 W of Camborne EB 94 134 3.78 �� ��

A30 W of Camborne WB 89 114 2.52 �� ��

A30 Pool to Redruth EB 105 132 2.51 �� ��

A30 Pool to Redruth WB 73 114 4.21 �� ��

A30 E of Redruth EB 85 175 7.90 �� ��

A30 E of Redruth WB 70 151 7.73 �� ��

Tolvaddon SB 20 24 0.91 �� ��

Tolvaddon NB 28 29 0.27 �� ��

Trevenson WB 22 42 3.62 �� ��

Trevenson EB 16 16 0.17 �� ��

Dudnance NB 20 14 1.48 �� ��

Dudnance SB 20 31 2.27 �� ��

East Hill WB 24 24 0.15 �� ��

East Hill EB 21 28 1.47 �� ��

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Table 7.17: PM Peak Calibration Results

PM Lights Observed

Flow Modelled Flow GEH value Flow Criteria�GEH

Criteria�A30 W of Camborne EB 789 979 6.38 �� ��

A30 W of Camborne WB 1001 1379 10.95 �� ��

A30 Pool to Redruth EB 1212 1379 4.65 �� ��

A30 Pool to Redruth WB 1676 1920 5.76 �� ��

A30 E of Redruth EB 1203 1376 4.83 �� ��

A30 E of Redruth WB 1459 1608 3.80 �� ��

Tolvaddon SB 691 687 0.17 �� ��

Tolvaddon NB 614 583 1.26 �� ��

Trevenson WB 595 596 0.06 �� ��

Trevenson EB 449 443 0.30 �� ��

Dudnance NB 367 331 1.91 �� ��

Dudnance SB 283 273 0.61 �� ��

East Hill EB 706 719 0.48 �� ��

East Hill WB 1012 1034 0.67 �� ��

PM Heavies Observed

Flow Modelled Flow GEH value Flow Criteria�GEH

Criteria�A30 W of Camborne EB 76 41 4.56 �� ��

A30 W of Camborne WB 78 70 0.89 �� ��

A30 Pool to Redruth EB 65 47 2.37 �� ��

A30 Pool to Redruth WB 44 101 6.68 �� ��

A30 E of Redruth EB 53 65 1.52 �� ��

A30 E of Redruth WB 41 117 8.59 �� ��

Tolvaddon SB 7 8 0.31 �� ��

Tolvaddon NB 4 9 1.90 �� ��

Trevenson WB 6 9 0.99 �� ��

Trevenson EB 2 10 3.24 �� ��

Dudnance NB 2 4 1.07 �� ��

Dudnance SB 1 3 1.40 �� ��

East Hill WB 2 15 4.39 �� ��

East Hill EB 11 14 0.98 �� ��

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Table 7.18: AM Peak East Hill Turning Movement Results Within DMRB Guidelines

Location Obs Adj Modelled GEH Flow GEH Light Vehicles

Tolvaddon to Trevenson 184 192 0.58 �� ��

Tolvaddon to Dudnance 128 122 0.56 �� ��

Tolvaddon To East Hill 213 165 3.50 �� ��

Trevenson to Dudnance 24 13 2.59 �� ��

Trevenson to East Hill 326 395 3.64 �� ��

Trevenson to Tolvaddon 83 65 2.08 �� ��

Dudnance to East Hill 76 56 2.39 �� ��

Dudnance to Tolvaddon 159 145 1.12 �� ��

Dudnance to Trevenson 46 12 6.35 �� ��

East Hill to Tolvaddon 391 397 0.28 �� ��

East Hill to Trevenson 443 429 0.66 �� ��

East Hill to Dudnance 84 81 0.33 �� ��

Total Light Vehicles 2158 2073 1.85 �� ��

Heavy Vehicles �� ��

Tolvaddon to Trevenson 5 5 0.04 �� ��

Tolvaddon to Dudnance 7 4 1.47 �� ��

Tolvaddon To East Hill 9 6 1.35 �� ��

Trevenson to Dudnance 3 2 0.93 �� ��

Trevenson to East Hill 5 5 0.11 �� ��

Trevenson to Tolvaddon 11 11 0.11 �� ��

Dudnance to East Hill 3 3 0.03 �� ��

Dudnance to Tolvaddon 14 4 3.29 �� ��

Dudnance to Trevenson 4 2 1.25 �� ��

East Hill to Tolvaddon 10 7 1.03 �� ��

East Hill to Trevenson 7 5 0.96 �� ��

East Hill to Dudnance 2 2 0.07 �� ��

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Table 7.19: Interpeak East Hill Turning Movement Results Within DMRB Guidelines

Location Obs Adj Modelled GEH Flow GEH Light Vehicles

Tolvaddon to Trevenson 122 121 0.02 �� ��

Tolvaddon to Dudnance 98 98 0.01 �� ��

Tolvaddon To East Hill 134 112 1.93 �� ��

Trevenson to Dudnance 61 17 6.97 �� ��

Trevenson to East Hill 342 367 1.31 �� ��

Trevenson to Tolvaddon 111 78 3.43 �� ��

Dudnance to East Hill 127 111 1.48 �� ��

Dudnance to Tolvaddon 108 94 1.37 �� ��

Dudnance to Trevenson 43 11 6.14 �� ��

East Hill to Tolvaddon 212 188 1.74 �� ��

East Hill to Trevenson 369 448 3.93 �� ��

East Hill to Dudnance 112 70 4.41 �� ��

Total Light Vehicles 1839 1715 2.92 �� ��

Heavy Vehicles �� ��

Tolvaddon to Trevenson 4 4 0.08 �� ��

Tolvaddon to Dudnance 10 6 1.60 �� ��

Tolvaddon To East Hill 5 2 1.69 �� ��

Trevenson to Dudnance 5 6 0.30 �� ��

Trevenson to East Hill 8 7 0.28 �� ��

Trevenson to Tolvaddon 8 8 0.09 �� ��

Dudnance to East Hill 7 5 1.11 �� ��

Dudnance to Tolvaddon 11 2 3.73 �� ��

Dudnance to Trevenson 1 1 0.28 �� ��

East Hill to Tolvaddon 8 5 1.28 �� ��

East Hill to Trevenson 11 3 2.99 �� ��

East Hill to Dudnance 4 4 0.09 �� ��

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Table 7.20: PM Peak East Hill Turning Movement Results Within DMRB Guidelines

Location Obs Adj Modelled GEH Flow GEH Light Vehicles

Tolvaddon to Trevenson 117 115 0.18 �� ��

Tolvaddon to Dudnance 154 152 0.10 �� ��

Tolvaddon To East Hill 421 420 0.06 �� ��

Trevenson to Dudnance 28 22 1.06 �� ��

Trevenson to East Hill 431 455 1.14 �� ��

Trevenson to Tolvaddon 136 118 1.54 �� ��

Dudnance to East Hill 160 159 0.10 �� ��

Dudnance to Tolvaddon 175 169 0.43 �� ��

Dudnance to Trevenson 32 3 6.90 �� ��

East Hill to Tolvaddon 303 295 0.45 �� ��

East Hill to Trevenson 301 325 1.38 �� ��

East Hill to Dudnance 102 98 0.38 �� ��

Total Light Vehicles 2359 2333 0.54 �� ��

Heavy Vehicles �� ��

Tolvaddon to Trevenson 1 3 1.20 �� ��

Tolvaddon to Dudnance 1 1 0.08 �� ��

Tolvaddon To East Hill 5 5 0.34 �� ��

Trevenson to Dudnance 0 1 1.09 �� ��

Trevenson to East Hill 5 8 0.93 �� ��

Trevenson to Tolvaddon 1 1 0.14 �� ��

Dudnance to East Hill 0 2 2.02 �� ��

Dudnance to Tolvaddon 1 1 0.07 �� ��

Dudnance to Trevenson 1 1 0.07 �� ��

East Hill to Tolvaddon 2 7 2.30 �� ��

East Hill to Trevenson 0 6 3.60 �� ��

East Hill to Dudnance 0 2 1.87 �� ��

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7.6.4 AM Peak Validation Results

The AM peak link flow validation results for light vehicles are shown in Table 7.21 and for heavy vehicles in Table 7.22.

The results show that the model meets the relevant link flow validation criteria.

Table 7.21: AM Peak Flow Validation – Light Vehicles Within DMRB Guidelines

Location Direction Count Type Obs Adj Modelled Flow GEH

Wesley Street EB ATC 681 564 �� ��

Wesley Street WB 522 531 �� ��

Barncoose A3047 EB ATC 557 648 �� ��

Barncoose A3047 WB 610 567 �� ��

Barncoose Link EB ATC 208 241 �� ��

Barncoose Link WB 400 376 �� ��

Table 7.22: AM Peak HGV Validation Within DMRB Guidelines

Location Direction Count Type Obs Adj Modelled Flow GEH

Wesley Street EB ATC 21 6 �� ��

Wesley Street WB 16 5 �� ��

Barncoose A3047 EB ATC 17 52 �� ��

Barncoose A3047 WB 19 46 �� ��

Barncoose Link EB ATC 6 4 �� ��

Barncoose Link WB 12 11 �� ��

The light vehicle validation results show that all sites meet the Flow or GEH criteria.

The HGV flows also meet the validation criteria, but at Barncoose Terrace (A3047 near Redruth) modelled flows are significantly higher than observed. This is similarly visible for the Interpeak and PM peak results. The observed HGV flows at this location in 2005 were significantly greater than the 2010 count, and the reduction in observed flows is not replicated by the model because the model update to 2010 flows did not include any factoring of the HGV flows at this location. At East Hill, the observed volume of heavy vehicles is well represented by the model. The impact on scheme benefits of this over-estimate of heavy vehicles at this location is described in the Economics Report and is not significant.

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The journey time validation results are shown in Table 7. 23 and Figure 7.7.

Table 7.23: AM Journey Time Results AM

Routes Observed Modelled % Difference

Route 1 Westbound 06:50 06:43 0.98

Route 1 Eastbound 07:56 08:51 1.12

Route 2 Northbound 07:13 07:42 1.07

Route 2 Southbound 08:49 07:39 0.87

The journey time calibration also shows that the speeds in the model match the observed well. The overall modelled journey time for all four routes is within 15% of the observed and meets the DMRB criteria.

Figure 7.7: AM Peak Journey Time Validation

2010 AM JT Route 1 - Westbound

00:00

02:00

04:00

06:00

08:00

0 500 1000 1500 2000 2500 3000 3500 4000 4500

Distance (m)

Tim

e (m

in)

Observed

Modelled

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2010 AM JT Route 1 - Eastbound

00:00

02:00

04:00

06:00

08:00

10:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in)

ObservedModelled

2010 AM JT Route 2 - Northbound

00:00

02:00

04:00

06:00

08:00

10:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in)

Observed

Modelled

2010 AM JT Route 2 - Southbound

00:00

02:00

04:00

06:00

08:00

10:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in)

Observed

Modelled

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7.7 Interpeak Validation Results

The link flow validation results for light vehicles are shown in Table 7.24 and for heavy vehicles in Table7.25.

The results show that the model meets the relevant link flow validation criteria.

Table 7.24: Interpeak Flow Validation – Light Vehicles Within DMRB Guidelines

Location Direction Count Type Obs Adj Modelled Flow GEH

Wesley Street EB ATC 624 536 �� ��

Wesley Street WB 536 555 �� ��

Barncoose A3047 EB ATC 511 589 �� ��

Barncoose A3047 WB 520 432 �� ��

Barncoose Link EB ATC 262 261 �� ��

Barncoose Link WB 297 211 �� ��

Table 7.25: Interpeak HGV Validation Within DMRB Guidelines

Location Direction Count Type Obs Adj Modelled Flow GEH

Wesley Street EB ATC 24 9 �� ��

Wesley Street WB 20 37 �� ��

Barncoose A3047 EB ATC 20 75 �� ��

Barncoose A3047 WB 20 84 �� ��

Barncoose Link EB ATC 10 14 �� ��

Barncoose Link WB 11 16 �� ��

The journey time validation results are shown in Table 7.26 and in Figure 7.8

The overall journey times meet the DMRB criteria and all modelled times are within 15% of the observed times.

Table 7.26: Interpeak Journey Time Results IP

Routes Observed Modelled % Difference

Route 1 Westbound 06:57 06:57 1.00

Route 1 Eastbound 07:17 07:44 1.06

Route 2 Northbound 07:19 07:41 1.05

Route 2 Southbound 07:59 07:35 0.95

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Figure 7.8: Interpeak Journey Time Validation

2010 IP JT Route 1 - Westbound

00:00

02:00

04:00

06:00

08:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in)

Observed

Modelled

2010 IP JT Route 1 - Eastbound

00:00

02:00

04:00

06:00

08:00

10:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in)

Observed

Modelled

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2010 IP JT Route 2 - Northbound

00:00

02:00

04:00

06:00

08:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in)

Observed

Modelled

2010 IP JT Route 2 - Southbound

00:00

02:00

04:00

06:00

08:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in)

Observed

Modelled

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7.8 PM Peak Validation Results

The link flow validation results for light vehicles are shown in Table 7.27 and for heavy vehicles in Table 7.28.

The results show that the model meets the relevant link flow validation criteria.

.

Table 7.27: PM Peak Flow Validation Within DMRB

Guidelines

Location Direction Count Type Obs Adj Modelled Flow GEH

Wesley Street EB ATC 664 542 �� ��

Wesley Street WB 654 780 �� ��

Barncoose A3047 EB ATC 537 648 �� ��

Barncoose A3047 WB 619 502 �� ��

Barncoose Link EB ATC 347 249 �� ��

Barncoose Link WB 238 194 �� ��

Table 7.28: PM Peak HGV Validation Within DMRB

Guidelines

Location Direction Count Type Obs Adj Modelled Flow GEH

Wesley Street EB ATC 4 5 �� ��

Wesley Street WB 4 3 �� ��

Barncoose A3047 EB ATC 4 23 �� ��

Barncoose A3047 WB 4 34 �� ��

Barncoose Link EB ATC 2 12 �� ��

Barncoose Link WB 2 7 �� ��

The journey time validation results are shown in Table 7.29 and in Figure 7.9.

Route 1 westbound, and Route 2 northbound are faster than observed and are outside the validation range. However, as shown in Figure 7.9 the modelled times are within the range of observed times. The effect of this under-estimate of observed times will be to under-estimate scheme benefits.

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Table 7.29: PM Peak Journey Time Results PM

Routes Observed Modelled % Difference

Route 1 Westbound 07:43 06:16 0.81

Route 1 Eastbound 07:45 08:46 1.15

Route 2 Northbound 09:52 07:54 0.80

Route 2 Southbound 08:15 07:28 0.91

Figure 7.9: PM Peak Journey Time Validation

2010 PM JT Route 1 - Westbound

00:00

02:00

04:00

06:00

08:00

10:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in)

Observed

Modelled

Fastest Observed

2010 PM JT Route 1 - Eastbound

00:00

02:00

04:00

06:00

08:00

10:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in)

Observed

Modelled

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2010 PM JT Route 2 - Northbound

00:00

02:00

04:00

06:00

08:00

10:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in) Observed

Modelled

Fastest observed

2010 PM JT Route 2 - Southbound

00:00

02:00

04:00

06:00

08:00

10:00

0 1000 2000 3000 4000 5000

Distance (m)

Tim

e (m

in)

Observed

Modelled

In all three time periods the journey time graphs show a modelled delay greater than observed for Route 1 eastbound through the East Hill signal junction. In the am peak and inter-peak, the modelled delays are within the DMRB validation criteria, and in the pm peak are within the maximum observed time.. Although average modelled journey times eastbound in the pm peak are over-estimated, this is more than offset by the under-estimate in Route 1 westbound and Route 2 northbound. The model overall does not over-estimate pm peak delays.

Figure 7.10 shows the Annual Average Daily Traffic (AADT) for the final validated 2010 modelled flows.

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The VISUM public transport model was also updated to 2010. This included only the bus elements within the 2005 calibrated model. As rail trips are not expected to change as a result of the project, they are no longer included in the Public Transport model.

8.1 Network Update

The bus network was updated by incorporating the changes to the bus timetable since 2005.

8.2 Matrix Update

The bus matrices were updated using TEMPRO v6.2 with the following factors:

� No car available: 0.924

� Car available: 1.022

8.3 Model Validation

As bus service improvements are no longer part of the package for which funding is being sought, no updates have been carried out on validation of the public transport model.

8. 2010 Public Transport Model Update

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The 2005 SATURN Base traffic model for Camborne Pool Redruth has been updated to 2010. The network and matrices from the previous model formed the basis for the update. The updated networks take account of highway construction since 2005, and the 2010 matrices include traffic generated by new developments as well as generic traffic growth in line with TEMPRO.

In order to achieve the best match of observed and modelled traffic flows at all approaches of East Hill junction the 2010 counted flows were included in the calibration process. The model validation was undertaken for traffic flows along the A3047 east and west of East Hill junction and Barncoose Link. For all time periods both flows and journey times validate well.

The Highway traffic models for all three time periods therefore provide a good basis for traffic forecasting.

The public transport model from 2005 was updated by factoring the bus matrices in line with Tempro growth and incorporating timetable changes since 2005.

9. Conclusions

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Appendix A. Model Zoning System _______________________________________________________________ 77Appendix B. Roadside Interview Matrix Building Methodology __________________________________________ 80Appendix C. Comparison of 2005 prior and final matrices by sector ______________________________________ 84Appendix D. Detailed 2005 Model Validation Results _________________________________________________ 88Appendix E. Journey Time Validation Results 2005 _________________________________________________ 106Appendix F. Matrix Estimation 2010 Base – Sector Analysis __________________________________________ 121

Appendices

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Appendix A. Model Zoning System

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Project Camborne-Poole-Redruth SATURN Model Date 6 September 2011 Note Matrix Methodology Ref CTCACF000 Author Sam Larkins, Halcrow Introduction

1. The results of six roadside interviews (RSIs) were used as the basis for the demand matrices in the Camborne-Poole-Redruth SATURN model. Four of the roadside interviews were carried out during the course of a previous Halcrow study in the area in 2003. In order to ensure the development of a robust model a further two RSIs were commissioned in June 2005.

2. Manual and automatic traffic counts were also carried out along the routes on which the RSIs took place. It is only possible to stop a proportion of passing traffic for RSIs. The recorded responses for each site and for each time period therefore have to be factored up to take account of this discrepancy. First an expansion factor is applied to each response to bring the number of vehicles of a particular type (light or heavy) up to the number recorded by the manual count for a particular time period. A correction factor was then applied in order to correct the manual count figure to the automatic count figure.

3. The RSIs themselves provided the extensive information that was required for the development of the demand matrices. Each respondent, where possible, gave their postcode of origin and postcode of destination. The postcodes could then be cross tabulated with the decreed SATURN zones, thereby creating a zonal origin-destination.

4. Those interviewed were also asked to provide a reason for being at the origin of their journey and similarly a purpose for travelling to their destination. Their responses could then be used to create matrices based on around similar journey purposes, for instance work-to-home and home-to-work trips would be grouped into a single home-based work matrix.

5. For reasons of practicality the RSIs could only be carried out in one direction, therefore it was necessary to calculate accurate movements for the ‘reverse’ direction. For most journey purposes there was an assumed ‘reverse’ purpose, i.e. those travelling from home-to-work during the morning peak would be travelling from work-to-home during the evening peak.

Appendix B. Roadside Interview Matrix Building Methodology

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6. Thus to calculate the non-interview direction matrix for work-to-home PM Site A the full six (or twelve hour) matrix for home-to-work was loaded into SATURN. It was then multiplied by a conversion factor so that the total movements were correct for the reverse direction as per the traffic counts. The matrix was then transposed. Following this the matrix was multiplied by the proportion of work-to-home trips occurring in the PM period for the interview direction at Site A. Finally the matrix was corrected so that the sum of all movements in the matrix added up to the figure provided by the automatic counts for that time period.

7. Each related purpose matrix for each site was then combined into a single purpose matrix so for instance there would be a home-based work matrix for site A, site B1, etc.

8. There are numerous sector to sector movements that could occur in such an area and so it was necessary to establish which movements would be fully observed at the roadside interview sites. A table was created which established each of the movements that could be considered fully observed and it was then necessary to designate which interview site was best placed to provide an accurate record of movements. Interview direction was the most important determinant of this, followed by year off survey.

9. Each purpose matrix for each site was then loaded into SATURN and all movements that were not deemed observable at that site were zeroed out. Thus leaving, for instance, a purpose matrix for site A that only included movements that would have been fully observed at Site A.

10. Finally each of the purposes matrices for each interview site was combined to provide an overall fully-observed purpose matrix.

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Sector Plan Cornwall

Detailed Sector Plan Cornwall

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AMPercentage Difference

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 1746% 1668% -2% 1905% 0% 106% -1% 0% 0% 2593% 3557% 2735% 133% 241% 406% 3% -2% 2852%2 1194% 432% 385% 0% 0% 19% 236% -1% -1% 1873% 4687% 571% 35% 264% 485% 568% 0% 1957%3 -2% 74% 32% 649% 246% 10% 183% -10% 0% -1% -3% 365% -1% -1% -4% -19% -2% 1%4 1624% 0% 1136% 570% 4554% 1292% 2377% 0% 0% -2% -2% 731% -11% 14% -9% -20% 0% 2447%5 0% 0% 233% 900% 0% 1039% 557% 1083% 42% 94% 132% 79% 37% -32% -4% -10% 0% 453%6 31% 120% 3% 712% 341% 324% 180% -1% -1% -3% -4% 83% -8% -5% -5% -9% -15% 58%7 0% 635% 134% 1602% 624% 487% 554% -1% -1% -1% -22% 170% -1% -1% -6% -19% -3% 168%8 0% 0% 0% 0% 1399% 0% 0% 237% -20% 2181% 1782% 270% 0% 0% 0% 0% 0% 28%9 0% 0% 0% 0% -58% 0% 0% 19% 216% 2420% 3986% 18% 0% 0% 0% 0% 0% 4006%

10 10467% 3763% 0% 10% 519% 9% 0% 2060% 5143% 0% 0% 1760% 0% 0% 1241% 1559% 0% 473%11 1626% 1594% -33% -1% -21% -13% -51% 1644% 6624% 0% 0% 1608% 2844% 1737% 736% 1390% 0% 13%12 4682% 1695% 709% 316% 427% 527% 366% 2246% 392% 4800% 2433% 0% 123% 182% 385% 558% 192% 785%13 348% 154% -3% 80% 139% -10% -3% 0% 0% 0% 1362% 254% 259% 537% 600% 931% -1% 0%14 171% 40% -6% 203% -46% -15% -7% 0% 0% 0% 315% 171% 202% 249% 561% 881% 0% 0%15 808% 281% -26% -25% -38% -33% -23% 0% 0% 277% 282% 600% 736% 795% 539% 618% 1513% 1151%16 2% 345% -29% -11% -41% -35% -38% 0% 0% 761% 487% 127% 506% 709% 869% 350% 1207% 1249%17 -1% -1% -10% 0% -1% -16% -6% 0% 0% 0% 0% 1158% 0% 0% 2490% 2239% 1197% 0%18 2395% 1158% 432% 1508% 718% 322% 513% 574% 5184% -19% 48% 925% 0% 0% 1023% 1090% 0% 15%

Absolute Difference

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 12 31 0 19 0 59 -1 0 0 12 8 34 3 17 9 25 -1 272 22 21 80 0 0 9 108 0 0 23 29 22 2 49 30 81 0 493 0 13 8 27 7 2 46 -9 0 0 0 25 0 -1 -1 -29 0 04 50 0 48 4 41 69 149 0 0 0 0 8 0 2 -1 -12 0 235 0 0 7 4 0 21 16 32 21 11 1 1 1 -8 0 -12 0 36 7 18 1 22 7 42 33 0 0 0 0 4 -1 -3 -1 -4 -1 27 0 139 34 67 17 88 139 0 0 0 -1 12 0 -1 -1 -26 0 98 0 0 0 0 41 0 0 66 -4 64 26 20 0 0 0 0 0 29 0 0 0 0 -5 0 0 3 24 45 37 1 0 0 0 0 0 149

10 48 47 0 0 16 1 0 61 96 0 0 14 0 0 19 56 0 311 4 10 0 0 0 0 -3 24 62 0 0 6 22 40 6 25 0 012 54 133 49 4 3 27 25 165 18 37 9 0 5 21 15 50 2 1213 8 10 0 2 2 -1 0 0 0 0 10 10 20 125 47 166 0 014 12 7 -3 14 -4 -5 -4 0 0 0 7 20 47 173 130 471 0 015 19 17 -4 -1 -2 -7 -5 0 0 4 2 23 57 185 42 110 35 3616 14 49 -15 -5 -16 -32 -40 0 0 27 9 11 90 379 155 143 65 8917 0 0 0 0 0 -1 -1 0 0 0 0 13 0 0 58 120 50 018 22 29 24 14 4 13 29 34 193 0 0 14 0 0 32 78 0 0

Appendix C. Comparison of 2005 prior and final matrices by sector

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IPPercentage Difference

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 1241% 662% 28% 258% 4% 20% 20% 3% 7% 1737% 383% 2356% 66% 300% 154% 0% 3% 794%2 917% 412% 86% 0% 0% 22% 354% 0% 0% 1952% 635% 389% 11% 92% 165% 100% 0% 621%3 56% 28% -17% 1131% 275% -2% 310% 0% 0% 0% -29% 213% -6% -3% -20% -26% -2% -6%4 2031% 0% 217% 369% 363% 383% 221% 0% 0% 0% -17% 189% 159% 229% -9% -21% 0% 1285%5 2% 0% 394% 90% 0% 409% 228% 1018% 48% -84% 423% 82% 222% 67% -12% -29% 0% 166%6 54% 145% 54% 882% 320% 352% 202% 0% 0% -8% -30% 142% -6% -6% -23% -29% 35% 197%7 28% 306% 322% 1899% 406% 508% 608% 0% 0% 0% -42% 148% -4% -4% -21% -28% -2% 305%8 2% 0% 0% 0% 1645% 0% 0% 344% 189% 2681% 3893% 368% 14% 23% 8% 2% 19% 449%9 9% 0% 0% 0% 13% 0% 0% 345% 300% 1698% 2611% 667% 1% 0% 0% 0% 14% 1529%10 3089% 1512% 0% 0% 103% 73% 0% 2506% 1923% 0% 0% 3729% 0% 0% 672% 1036% 0% 289%11 657% 402% -28% -8% 232% -15% -44% 1477% 1614% 0% 0% 1713% 1626% 897% 429% 915% 0% -6%12 3251% 1101% 520% 204% 332% 114% 176% 1044% 520% 2573% 2667% 0% 236% 180% 244% 336% 194% 1017%13 189% 36% -2% 248% 237% 34% -2% 29% 0% 0% 1648% 280% 253% 433% 414% 519% 0% 0%14 473% 143% -5% 1113% 132% 38% -6% 25% 0% 0% 715% 381% 435% 303% 430% 669% 0% 0%15 404% 191% -20% -12% -28% -2% -25% 6% 0% 253% 256% 462% 583% 427% 292% 524% 1511% 282%16 2% 155% -26% -14% -32% -16% -27% 1% 0% 1704% 1494% 167% 605% 578% 728% 730% 870% 210%17 5% -1% -7% 0% -1% 431% -5% 18% 0% 0% 0% 440% 0% 0% 1500% 863% 265% 0%18 1091% 619% 78% 845% 206% 175% 317% 244% 466% 806% 61% 750% 0% 0% 301% 498% 0% 14%

Absolute Difference

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 9 12 5 5 1 12 11 2 2 8 1 27 2 21 4 0 1 72 17 20 18 0 0 11 119 0 0 24 4 18 1 17 11 15 0 153 6 5 -4 47 8 -1 78 0 0 0 -1 15 -1 -2 -4 -19 0 04 41 0 9 3 18 31 21 0 0 0 0 2 4 20 0 -7 0 125 0 0 11 1 0 8 6 30 17 -5 5 1 3 8 -1 -13 0 16 20 46 10 27 6 46 37 0 0 -1 -1 7 -1 -2 -4 -17 4 87 10 76 81 80 11 92 153 0 0 0 -1 10 -1 -2 -3 -21 0 178 2 0 0 0 49 0 0 96 33 79 57 27 3 18 2 2 5 269 2 0 0 0 2 0 0 61 33 32 24 31 0 0 0 0 3 5710 14 19 0 0 6 7 0 74 36 0 0 29 0 0 10 37 0 211 2 2 -1 0 4 -1 -2 22 15 0 0 7 13 21 3 16 0 012 38 61 36 2 3 6 12 77 24 20 10 0 9 21 9 30 2 1613 4 2 0 6 4 3 0 6 0 0 13 11 20 101 32 93 0 014 33 27 -2 78 12 12 -3 20 0 0 17 44 101 211 100 358 0 015 9 12 -3 0 -1 0 -5 2 0 4 2 18 45 99 23 93 35 916 18 22 -13 -4 -9 -10 -17 2 0 61 27 15 108 309 130 299 47 1517 0 0 0 0 0 34 0 3 0 0 0 5 0 0 35 46 7 018 10 15 4 8 1 7 18 14 17 5 0 12 0 0 13 35 0 0

PMPercentage Difference

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 171% 516% 0% 70% 0% 13% 0% 0% 0% 5443% 1035% 7918% -35% 304% 380% 1% 0% 1503%2 441% 434% 94% 0% 0% -5% 463% 0% 0% 2120% 300% 258% -20% 19% 36% -23% 0% 605%3 0% -32% 0% 1126% 753% -2% 330% 0% 0% 0% 0% 673% 0% 0% 0% 0% 0% -51%4 954% 0% 992% 524% 3527% 366% 1409% 0% 0% 0% 0% 340% 139% 503% 0% 0% 0% 4687%5 0% 0% 599% 72% 0% 461% 433% 92% 197% 357% 844% 44% 281% 155% 0% 0% 0% 371%6 5% 81% 131% 2079% 572% -17% 361% 0% 0% 52% 18% 86% 1% 14% 3% 1% 5% 595%7 0% 265% 397% 4091% 774% 241% 845% 0% 0% 0% 0% 197% 0% 0% 0% 0% 0% 444%8 0% 0% 0% 0% 1819% 0% 0% 343% 251% 3716% 4673% 1295% 0% 0% 0% 0% 0% 657%9 0% 0% 0% 0% 57% 0% 0% 214% 341% 2669% 3786% 809% 0% 0% 0% 0% 0% 2374%

10 5611% 2430% 0% 0% 100% -8% 0% 2584% 3348% 0% 0% 3645% 0% 0% 944% 1078% 0% 240%11 2317% 1044% 0% 0% 144% 13% 0% 1769% 2714% 0% 0% 2164% 2174% 1077% 619% 1063% 0% -10%12 2059% 274% 139% 447% 61% 53% 267% 182% 69% 1483% 1464% 0% 385% 144% 370% 384% 621% 408%13 638% 314% 0% 156% 235% -5% 0% 0% 0% 0% 2544% 227% 257% 486% 513% 737% 0% 0%14 478% 310% 0% 189% -71% -2% 0% 0% 0% 0% 1042% 134% 310% 215% 485% 834% 0% 0%15 2577% 678% 0% 0% 0% 17% 0% 0% 0% 492% 495% 623% 551% 536% 470% 955% 1968% 1053%16 12% 599% 0% 0% 0% 15% 0% 0% 0% 2061% 1781% 868% 1026% 803% 657% 353% 1491% 961%17 0% 0% 0% 0% 0% 2% 0% 0% 0% 0% 0% 1174% 0% 0% 1821% 1040% 392% 0%18 1140% 1242% 26% 2238% 782% 161% 642% 484% 2223% 1071% 13% 1270% 0% 0% 1234% 1055% 0% 1%

Absolute Difference

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 1 10 0 3 0 7 0 0 0 25 2 90 -1 21 9 7 0 142 8 22 25 0 0 -2 143 0 0 26 2 26 -1 4 2 -3 0 153 0 -7 0 47 21 0 83 0 0 0 0 47 0 0 0 0 0 -34 16 0 42 4 16 11 58 0 0 0 0 4 3 40 0 0 0 445 0 0 17 0 0 9 12 3 48 18 11 0 4 14 0 0 0 26 3 39 24 63 12 -2 66 0 0 12 1 4 0 5 1 1 1 247 0 104 100 171 22 44 212 0 0 0 0 14 0 0 0 0 0 258 0 0 0 0 54 0 0 96 44 110 69 95 0 0 0 0 0 399 0 0 0 0 34 0 0 38 38 50 35 38 0 0 0 0 0 88

10 26 30 0 0 8 -1 0 76 62 0 0 28 0 0 15 38 0 111 5 6 0 0 3 0 0 26 25 0 0 8 17 25 5 19 0 012 24 31 10 5 0 3 19 13 3 11 6 0 15 17 14 34 7 613 15 19 0 4 4 -1 0 0 0 0 20 9 20 113 40 131 0 014 33 58 0 15 -16 -1 0 0 0 0 24 16 72 150 113 446 0 015 60 42 0 0 0 4 0 0 0 8 4 24 43 125 36 170 46 3316 120 85 0 0 0 13 0 0 0 74 32 77 183 429 117 145 80 6917 0 0 0 0 0 0 0 0 0 0 0 14 0 0 42 56 15 018 11 31 1 21 5 6 36 29 83 7 0 20 0 0 38 75 0 0

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AM Matrix absolute values Prior Matrix

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 1 2 20 1 32 55 96 78 37 0 0 1 2 7 2 726 36 12 2 5 21 15 27 46 46 21 12 1 1 4 6 19 6 14 12 23 16 18 25 4 3 22 25 95 70 3 3 7 15 49 21 155 17 64 3 10 4 1 1 5 6 16 26 1 0 1 2 12 7 59 5 15 34 20 3 0 0 2 3 3 49 12 1 1 2 26 7 122 10 16 22 15 18 3 2 13 18 37 17 3 2 5 12 48 14 52 7 47 22 22 25 4 3 18 25 41 52 6 4 7 20 63 17 138 11 68 34 15 46 7 3 27 31 28 18 3 1 7 17 64 32 105 15 69 16 11 27 7 9 20 22 18 11 2 1 5 19 55 34 186 29 4

10 0 1 6 2 3 15 12 3 2 0 0 1 4 13 2 4 26 111 0 1 1 2 1 1 6 1 1 0 0 0 1 2 1 2 10 012 1 8 7 1 1 5 7 7 5 1 0 2 4 12 4 9 1 213 2 6 14 2 2 10 15 21 22 3 1 4 8 23 8 18 61 314 7 19 44 7 8 32 59 67 54 7 2 12 23 70 23 53 32 1015 2 6 15 5 5 20 22 44 33 2 1 4 8 23 8 18 2 316 568 14 52 47 38 91 106 229 225 4 2 9 18 53 18 41 5 717 3 2 5 18 2 4 8 23 32 1 2 1 18 38 2 5 4 518 1 2 6 1 1 4 6 6 4 1 0 2 3 9 3 7 6 1

Post ME Matrix

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 13 33 20 20 32 114 96 78 37 12 8 36 5 24 12 751 35 272 24 26 101 15 27 55 154 20 12 24 30 26 8 68 36 95 12 513 15 31 33 31 10 24 71 86 70 3 3 32 15 49 20 126 16 64 53 10 52 5 42 74 156 16 26 1 0 10 2 13 7 47 5 245 34 20 9 5 0 23 18 35 70 22 2 1 2 17 6 110 10 36 29 33 19 25 9 56 51 36 17 3 2 9 11 45 13 47 6 67 22 161 59 71 20 106 164 40 52 6 3 19 19 62 16 112 11 158 34 15 46 7 44 27 31 94 14 67 28 27 17 64 32 105 15 89 16 11 27 7 4 20 22 21 35 47 38 5 19 55 34 186 29 153

10 49 48 6 2 19 16 12 64 98 0 0 14 4 13 21 59 26 411 4 11 1 2 1 1 3 26 63 0 0 7 23 43 6 27 10 012 55 141 56 5 4 32 32 173 23 38 10 2 9 33 19 59 3 1413 10 16 14 4 4 9 14 21 22 3 11 14 28 148 54 184 60 314 19 26 41 21 4 27 55 67 54 7 10 32 70 243 154 525 32 1015 21 24 11 4 3 13 17 44 33 6 3 27 65 208 50 128 38 3916 583 63 37 42 22 60 66 229 225 31 10 20 108 432 173 184 70 9617 3 2 4 18 2 4 8 23 32 1 2 15 18 38 60 125 55 518 23 31 30 15 5 17 34 40 197 1 0 16 3 9 35 85 6 1

IP Matrix absolute values Prior Matrix

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 1 2 17 2 25 59 55 67 24 0 0 1 2 7 2 857 27 12 2 5 21 12 20 49 34 21 15 1 1 5 6 19 7 15 8 23 11 18 25 4 3 26 25 60 35 5 5 7 15 52 20 74 10 64 2 9 4 1 5 8 10 17 15 4 0 1 2 9 6 32 7 15 20 14 3 1 0 2 3 3 34 6 1 1 2 12 7 46 4 16 37 31 18 3 2 13 18 31 26 11 4 5 15 40 18 60 10 47 35 25 25 4 3 18 25 37 41 14 3 7 25 57 16 77 11 68 63 17 63 10 3 28 33 28 18 3 1 7 19 77 27 117 26 69 19 13 36 9 15 23 28 18 11 2 1 5 17 60 28 107 18 410 0 1 4 2 6 10 7 3 2 0 0 1 4 9 2 4 9 111 0 1 2 0 2 4 4 1 1 0 0 0 1 2 1 2 5 012 1 6 7 1 1 5 7 7 5 1 0 2 4 12 4 9 1 213 2 6 14 2 2 10 16 19 18 4 1 4 8 23 8 18 27 314 7 19 45 7 9 31 56 80 60 9 2 12 23 70 23 53 33 1115 2 6 15 3 4 16 21 32 28 2 1 4 8 23 8 18 2 316 830 14 52 29 28 62 63 121 109 4 2 9 18 53 18 41 5 717 4 3 5 6 3 8 7 15 16 3 5 1 26 32 2 5 2 318 1 2 6 1 1 4 6 6 4 1 0 2 3 9 4 7 3 1

Post ME Matrix

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 9 14 22 8 26 71 67 69 26 8 1 28 4 28 6 858 28 82 19 25 40 12 20 59 153 21 15 25 5 22 7 36 17 29 8 183 17 23 21 52 10 25 103 60 35 5 4 22 14 50 16 55 10 54 43 9 13 3 23 39 31 17 15 4 0 3 6 29 5 25 7 135 20 14 14 2 0 10 9 33 51 1 7 1 5 19 6 33 4 26 57 77 28 30 8 59 55 31 26 10 3 12 14 38 14 43 14 127 44 100 106 84 14 110 178 37 41 14 2 17 24 54 13 56 11 238 65 17 63 10 51 28 33 124 51 82 59 34 22 95 30 119 31 329 21 13 36 9 17 23 28 79 45 33 25 36 17 60 28 107 20 6110 15 20 4 2 12 18 7 77 38 0 0 29 4 9 12 41 9 211 2 3 2 0 6 3 2 23 16 0 0 7 13 23 4 18 5 012 39 66 43 4 3 11 19 84 29 21 11 2 13 33 13 39 3 1713 7 8 14 8 5 14 16 25 18 4 13 15 27 124 40 110 27 314 40 45 42 85 21 43 52 101 60 9 19 56 124 281 123 411 33 1115 12 18 12 3 3 16 15 34 28 5 3 22 53 122 30 111 38 1216 848 36 39 25 19 52 46 123 109 64 28 24 126 362 148 340 52 2217 4 3 5 6 3 42 7 18 16 3 5 6 26 32 37 52 9 318 11 18 10 9 2 11 23 20 21 6 1 13 3 9 18 43 3 1

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PM Matrix absolute values Prior Matrix

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 1 2 26 5 56 56 49 42 22 0 0 1 2 7 2 806 47 12 2 5 27 15 34 36 31 18 14 1 1 10 6 19 6 14 9 23 15 22 25 4 3 18 25 56 35 8 5 7 17 50 18 84 15 64 2 13 4 1 0 3 4 11 11 3 3 1 2 8 4 42 21 15 31 25 3 0 0 2 3 3 24 5 1 1 2 9 5 55 3 16 60 48 18 3 2 13 18 24 19 23 4 5 15 35 24 106 16 47 84 39 25 4 3 18 25 31 31 19 5 7 28 55 18 125 21 68 114 26 100 24 3 37 39 28 18 3 1 7 25 63 41 142 52 69 40 12 52 29 59 18 54 18 11 2 1 5 22 47 32 148 24 4

10 0 1 5 3 8 10 12 3 2 0 0 1 3 8 2 4 10 111 0 1 2 0 2 3 2 1 1 0 0 0 1 2 1 2 6 012 1 11 7 1 1 5 7 7 5 1 0 2 4 12 4 9 1 213 2 6 14 2 2 10 14 18 25 5 1 4 8 23 8 18 39 314 7 19 57 8 23 34 58 57 49 14 2 12 23 70 23 53 49 1315 2 6 19 5 10 22 16 27 36 2 1 4 8 23 8 18 2 316 1015 14 116 51 136 85 85 85 102 4 2 9 18 53 18 41 5 717 4 3 7 5 1 7 15 9 19 6 12 1 82 43 2 5 4 818 1 2 6 1 1 4 6 6 4 1 0 2 5 9 3 7 7 1

Post ME Matrix

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 15 21 29 16 43 71 52 62 34 26 4 141 3 32 8 807 59 182 26 28 55 14 34 50 185 20 16 43 6 38 7 33 11 11 9 163 24 18 30 42 20 18 96 58 36 8 5 72 23 51 18 84 15 34 103 13 38 5 16 17 51 11 11 3 3 5 5 49 4 42 21 405 34 25 22 1 0 50 20 36 61 12 10 1 14 26 5 58 3 36 106 88 45 77 12 82 78 24 19 25 5 9 16 37 24 107 22 227 105 132 155 138 21 173 222 31 33 19 5 19 29 55 18 125 21 498 96 18 82 20 59 27 30 103 59 114 70 101 31 63 41 138 52 559 27 7 32 20 44 11 33 54 44 47 34 50 27 47 32 129 24 84

10 35 37 3 3 8 7 7 82 65 0 0 39 4 8 19 43 10 411 6 8 2 0 1 3 2 32 37 0 0 15 22 25 6 20 6 012 44 52 47 6 1 60 36 54 28 34 8 2 18 26 16 28 8 1213 32 28 10 9 9 7 12 19 25 5 20 35 29 117 54 146 39 314 64 75 39 43 13 23 37 57 49 14 30 59 146 230 161 570 74 1215 48 45 20 4 12 25 15 29 36 12 6 22 59 166 49 199 47 3516 1018 91 130 41 166 140 90 91 104 82 34 72 163 590 162 465 89 7917 5 2 5 11 4 7 13 10 19 6 12 30 82 43 56 84 31 818 18 36 8 17 5 13 29 58 113 2 1 29 6 10 42 77 7 2

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Appendix D. Detailed 2005 Model Validation Results

Page 100: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

AM Peak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Wilson way/38 Druid's Rd(N) to Wilson Way(E) 67 74 7 - - 0.86 � �Wilson way/38 Druid's Rd(N) to Wilson Way(W) 130 131 1 - - 0.05 � �Wilson way/38 Wilson Way(W) to Druid's Rd(N) 150 122 -28 - - 2.38 � �Wilson way/38 Wilson Way(W) to Wilson Way(E) 66 64 -2 - - 0.22 � �Wilson way/38 Wilson Way(E) to Wilson Way(W) 25 26 1 - - 0.14 � �Wilson way/38 Wilson Way(E) to Druid's Rd(N) 39 52 13 - - 1.86 � �Agar Rd/32 Chariot Rd to Barncoose Terrace 254 280 26 - - 1.60 � �Agar Rd/32 Chariot Rd to Agar Rd 3 2 -1 - - 0.65 � �Agar Rd/32 Agar Rd to Chariot Rd 7 33 26 - - 5.79 � �Agar Rd/32 Agar Rd to Barncoose Terrace 497 562 65 - - 2.84 � �Agar Rd/32 Barncoose Terrace to Agar Rd 671 647 -24 - - 0.92 � �Agar Rd/32 Barncoose Terrace to Chariot Rd 148 176 28 - - 2.23 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (E) 223 254 31 - - 2.04 � �Close Hill Rdbt/22 To A30 Rdbt to Close Hill 370 421 51 - - 2.55 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (W) 399 346 -53 - - 2.72 � �Close Hill Rdbt/22 To A30 Rdbt to 'To A30 Rdbt' 0 0 0 - - 0.00 � �Close Hill Rdbt/22 A3047 (W) to 'To A30 Rdbt' 305 334 29 - - 1.60 � �Close Hill Rdbt/22 A3027 (W) to A3047 (E) 277 245 -32 - - 1.99 � �Close Hill Rdbt/22 A3047 (W) to Close Hill 90 71 -19 - - 2.12 � �Close Hill Rdbt/22 A3047 (W) to A3047 (W) 0 0 0 - - 0.00 � �Close Hill Rdbt/22 Close Hill to A3047 (W) 116 24 -92 - - 11.02 � �Close Hill Rdbt/22 Close Hill to 'To A30 Rdbt' 244 277 33 - - 2.06 � �Close Hill Rdbt/22 Close Hill to A3047 (E) 65 36 -29 - - 4.05 � �Close Hill Rdbt/22 Close Hill to Close Hill 1 0 -1 - - 1.42 � �Close Hill Rdbt/22 A3047 (E) to Close Hill 64 32 -32 - - 4.59 � �Close Hill Rdbt/22 A3047 (E) to A3047 (W) 287 266 -21 - - 1.28 � �Close Hill Rdbt/22 A3047 (E) to 'To A30 Rdbt' 266 225 -41 - - 2.62 � �Close Hill Rdbt/22 A3047 (E) to A3047 (E) 2 2 0 - - 0.02 � �Treleigh Rbt/35 A3047(W) to A3047(E) 489 450 -39 - - 1.78 � �Treleigh Rbt/35 A3047(W) to Jon Davey Drive 72 72 0 - - 0.02 � �Treleigh Rbt/35 A3047(W) to A3047(W) 6 14 8 - - 2.50 � �Treleigh Rbt/35 A3047(E) to Jon Davey Drive 34 24 -10 - - 1.92 � �Treleigh Rbt/35 A3047(E) to A3047(W) 588 475 -113 - - 4.89 � �Treleigh Rbt/35 A3047(E) to A3047(E) 6 0 -6 - - 3.48 � �Treleigh Rbt/35 Jon Davey Drive to A3047(W) 25 25 0 - - 0.06 � �Treleigh Rbt/35 Jon Davey Drive to A3047(E) 21 19 -2 - - 0.50 � �Treleigh Rbt/35 Jon Davey Drive to Jon Davey Drive 0 0 0 - - 0.00 � �East End/15 A393 (N) to A393 (S) 188 186 -2 - - 0.16 � �East End/15 A393 (N) to East End Lane 49 110 61 - - 6.90 � �East End/15 A393 (S) to East End Lane 5 12 7 - - 2.38 � �East End/15 East End Lane to A393 (N) 271 254 -17 - - 1.05 � �East End/15 East End Lane to A393 (S) 7 15 8 - - 2.38 � �East End/15 A393 (S) to A393 (N) 331 331 0 - - 0.01 � �A3047/Mount Ambrose/36 A393(N) to A393(S) 190 196 6 - - 0.42 � �A3047/Mount Ambrose/36 A393(N) to A3047 521 342 -179 - - 8.61 � �A3047/Mount Ambrose/36 A393(N) to A393(N) 1 0 -1 - - 1.42 � �A3047/Mount Ambrose/36 A3047 to A393(N) 431 204 -227 - - 12.73 � �A3047/Mount Ambrose/36 A3047 to A393(S) 106 87 -19 - - 1.95 � �A3047/Mount Ambrose/36 A3047 to A3047 1 0 -1 - - 1.42 � �A3047/Mount Ambrose/36 A393(S) to A3047 252 220 -32 - - 2.07 � �A3047/Mount Ambrose/36 A393(S) to A393(N) 376 323 -53 - - 2.85 � �A3047/Mount Ambrose/36 A393(S) to A393(S) 2 0 -2 - - 2.01 � �A3047/29 Station Rd to Fore St (W)/Church Rd 36 70 34 - - 4.62 � �A3047/29 Station Rd to Fore St (E) 27 83 56 - - 7.63 � �A3047/29 Station Rd to Station Rd 0 0 0 - - 0.00 � �A3047/29 Fore St (E) to Station Rd 30 46 16 - - 2.52 � �A3047/29 Fore St (E) to Fore St (W)/Church Rd 241 388 147 - - 8.32 � �A3047/29 Fore St (E) to Fore St (E) 5 0 -5 - - 3.13 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Mountwhistle Rd (E) 365 275 -90 - - 5.04 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Park Rd 32 35 3 - - 0.45 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (E) 201 116 -85 - - 6.77 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Mountwhistle Rd (W) 177 177 0 - - 0.02 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Park Rd 66 66 0 - - 0.03 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (W) 81 81 0 - - 0.05 � �Church Rd/40 Church Rd(N) to Moorfield Rd 82 81 -1 - - 0.16 � �Church Rd/40 Church Rd(N) to Church Rd(S) 322 310 -12 - - 0.68 � �Church Rd/40 Church Rd(N) to Church Rd(N) 1 0 -1 - - 1.40 � �Church Rd/40 Church Rd(S) to Church Rd(N) 331 162 -169 - - 10.76 � �Church Rd/40 Church Rd(S) to Moorfield Rd 56 59 3 - - 0.40 � �Church Rd/40 Church Rd(S) to Church Rd(S) 2 0 -2 - - 1.98 � �Church Rd/40 Moorfield Rd to Church Rd(S) 142 105 -37 - - 3.36 � �Church Rd/40 Moorfield Rd to Church Rd(N) 103 106 3 - - 0.28 � �Church Rd/40 Moorfield Rd to Moorfield Rd 1 0 -1 - - 1.40 � �A3047/29 Fore St (W) to Church Rd 22 112 90 - - 11.06 � �A3047/29 Fore St (W) to Fore St (E)/Station Rd 319 457 138 - - 7.00 � �A3047/29 Fore St (W) to Fore St (W) 0 0 0 - - 0.00 � �A3047/29 Church Rd to Fore St (E)/Station Rd 134 137 3 - - 0.30 � �A3047/29 Church Rd to Fore St (W) 35 143 108 - - 11.40 � �A3047/29 Church Rd to Church Rd 0 0 0 - - 0.00 � �Agar Rd/Chili Rd/33 Agar Rd (W) to Chili Rd 107 110 3 - - 0.25 � �Agar Rd/Chili Rd/33 Agar Rd(W) to Agar Rd(E) 476 570 94 - - 4.09 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd (E) 13 25 12 - - 2.84 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Agar Rd(W) 603 632 29 - - 1.16 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Chili Rd 49 16 -33 - - 5.76 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd(W) 39 56 17 - - 2.46 � �Tolgus Hill/20 Tolgus Vean to Tolgus Place 69 0 -69 - - 11.77 � �Tolgus Hill/20 Tolgus Vean to Tolgus Hill 253 218 -35 - - 2.27 � �Tolgus Hill/20 Tolgus Vean to Tesco 101 104 3 - - 0.34 � �

Flow Criteria (vph)Within DMRB Observed

FlowModelled

Flow

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Redruth/Camborne

AM Peak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowTolgus Hill/20 Tolgus Vean to Tolgus Vean 0 0 0 - - 0.00 � �Tolgus Hill/20 Tesco to Tolgus Vean 33 23 -10 - - 1.92 � �Tolgus Hill/20 Tesco to Tolgus Place 34 36 2 - - 0.31 � �Tolgus Hill/20 Tesco to Tolgus Hill 55 59 4 - - 0.58 � �Tolgus Hill/20 Tesco to Tesco 0 0 0 - - 0.00 � �Tolgus Hill/20 Tolgus Hill to Tesco 82 84 2 - - 0.22 � �Tolgus Hill/20 Tolgus Hill to Tolgus Vean 225 279 54 - - 3.37 � �Tolgus Hill/20 Tolgus Hill to Tolgus Place 139 141 2 - - 0.20 � �Tolgus Hill/20 Tolgus Hill to Tolgus Hill 9 0 -9 - - 4.19 � �Higher Broad Lane/41 Higher Broad Lane(N) to Higher Broad Lane(S) 198 201 3 - - 0.20 � �Higher Broad Lane/41 Higher Broad Lane(N) to Balkin Way 74 80 6 - - 0.66 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(S) 135 135 0 - - 0.03 � �Higher Broad Lane/41 Higher Broad Lane(S) to Balkin Way 93 97 4 - - 0.44 � �Higher Broad Lane/41 Higher Broad Lane(S) to Higher Broad Lane(N) 152 166 14 - - 1.09 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(N) 46 49 3 - - 0.45 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(S) 699 636 -63 - - 2.43 � �A3047 Tolgus Rbt/34 A3047(N) to Tolgus Place 2 0 -2 - - 1.98 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(N) 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(N) 166 113 -53 - - 4.48 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(S) 158 132 -26 - - 2.17 � �A3047 Tolgus Rbt/34 Tolgus Place to Tolgus Place 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 A3047(S) to Tolgus Place 6 7 1 - - 0.45 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(N) 495 536 41 - - 1.81 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(S) 181 160 -21 - - 1.58 � �Spar Lane/31 Lower Broad Lane to Broad Lane 196 202 6 - - 0.41 � �Spar Lane/31 Lower Broad Lane to Spar Lane 52 52 0 - - 0.04 � �Spar Lane/31 Spar Lane to Broad Lane 59 56 -3 - - 0.34 � �Spar Lane/31 Broad Lane to Spar Lane 48 49 1 - - 0.17 � �Spar Lane/31 Broad Lane to Lower Broad Lane 156 158 2 - - 0.15 � �Spar Lane/31 Spar Lane to Lower Broad Lane 17 17 0 - - 0.10 � �Camborne West/23 B to A 4 1 -3 - - 1.74 � �Camborne West/23 B to F 290 304 14 - - 0.84 � �Camborne West/23 D to C & E to C 140 154 14 - - 1.17 � �Camborne West/23 F to C 3 1 -2 - - 1.27 � �Camborne West/23 E to D 330 371 41 - - 2.20 � �Camborne West/23 E to F & E to C 20 9 -11 - - 2.91 � �Churchview Rd/24 To A30 Rdbt' to Treswithian Rd (E) 518 641 123 - - 5.11 � �Churchview Rd/24 To A30 Rdbt to Treswithian Rd (W) 48 63 15 - - 1.95 � �Churchview Rd/24 To A30 Rdbt to 'To A30 Rdbt' 0 0 0 - - 0.00 � �Churchview Rd/24 Treswithian Rd (W) to 'To A30 Rdbt' 131 79 -52 - - 5.04 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (E) 104 21 -83 - - 10.51 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (W) 0 0 0 - - 0.00 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (W) 91 17 -74 - - 10.10 � �Churchview Rd/24 Treswithian Rd (E) to 'To A30 Rdbt' 439 555 116 - - 5.18 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (E) 0 0 0 - - 0.00 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (E) 29 2 -27 - - 6.89 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (W) 148 201 53 - - 4.01 � �Treswithian Rd/25 Weeth Lane to Weeth Lane 0 0 0 - - 0.00 � �Treswithian Rd/25 Treswithian Rd (W) to Weeth Lane 87 99 12 - - 1.27 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (E) 504 559 55 - - 2.37 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (W) 5 0 -5 - - 3.02 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (W) 354 355 1 - - 0.08 � �Treswithian Rd/25 Treswithian Rd (E) to Weeth Lane 10 2 -8 - - 3.28 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (E) 1 0 -1 - - 1.35 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (E)/Trelawney Rd 162 164 2 - - 0.18 � �Tehidy Rd Tehidy Rd (W) to Weeth Rd 50 40 -10 - - 1.53 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (W) 1 0 -1 - - 1.35 � �Tehidy Rd Weeth Rd to Tehidy Rd (W) 79 61 -18 - - 2.10 � �Tehidy Rd Weeth Rd to Tehidy Rd (E)/Trelawney Rd 93 102 9 - - 0.89 � �Tehidy Rd Weeth Rd to Weeth Rd 1 0 -1 - - 1.35 � �Commercial Street/26 Church St to Trelowarren St 259 186 -73 - - 4.87 � �Commercial Street/26 Church St to Commercial St 286 306 20 - - 1.17 � �Commercial Street/26 Church St to Church St 1 0 -1 - - 1.35 � �Commercial Street/26 Commercial St to Church St 335 313 -22 - - 1.24 � �Commercial Street/26 Commercial St to Trelowarren St 121 60 -61 - - 6.38 � �Commercial Street/26 Commercial St to Commercial St 0 20 20 - - 0.00 � �Camborne West/23 A to G 37 17 -20 - - 3.92 � �Camborne West/23 B to G & F to G 392 448 56 - - 2.74 � �Tehidy Rd Trelawney Rd to Weeth Rd/Tehidy Rd (W) 67 73 6 - - 0.76 � �Tehidy Rd Trelawney Rd to Tehidy Rd (E) 22 43 21 - - 3.70 � �Tehidy Rd Trelawney Rd to Trelawney Rd 0 0 0 - - 0.00 � �Tehidy Rd Tehidy Rd (E) to Trelawney Rd 34 69 35 - - 4.91 � �Tehidy Rd Tehidy Rd (E) to Weeth Rd/Tehidy Rd (W) 190 246 56 - - 3.79 � �Tehidy Rd Tehidy Rd (E) to Tehidy Rd (E) 0 0 0 - - 0.00 � �Camborne West/23 F to G 391 448 57 - - 2.78 � �Camborne West/23 D to C 139 154 15 - - 1.25 � �Camborne West/23 E to F 19 9 -10 - - 2.71 � �Wesley St/27 Wesley St to Centenary St 376 391 15 - - 0.75 � �Wesley St/27 Trelowarren St to Centenary St 31 27 -4 - - 0.67 � �Wesley St/27 Centenary St to Wesley St 403 505 102 - - 4.78 � �Wesley St/27 Trelowarren St to Wesley St 249 229 -20 - - 1.31 � �Tesco Rdbt/12 Wesley Street to Foundry Rd 192 185 -7 - - 0.50 � �Tesco Rdbt/12 Wesley Steet to Doloarth Rd/Roskear Rd 504 537 33 - - 1.44 � �Tesco Rdbt/12 Wesley Street to Wesley street 14 0 -14 - - 5.27 � �Tesco Rdbt/12 Foundry Rd to Dolcoath Rd/Roskear Rd 302 303 1 - - 0.05 � �Tesco Rdbt/12 Foundry Rd to Wesley Rd 143 198 55 - - 4.23 � �Tesco Rdbt/12 Foundry Rd to Foundry Rd 0 1 1 - - 1.41 � �Cross Street/10 South Terrace (E) to Cross Street 126 43 -83 - - 9.03 � �

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Redruth/Camborne

AM Peak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowCross Street/10 South Terrace (E) to Basset Rd/South T/Trevu Td 352 366 14 - - 0.73 � �Cross Street/10 South Terrace (E) to South Terrace (E) 1 0 -1 - - 1.36 � �Cross Street/10 Cross Street to Basset Street/South T/Trevu Rd 43 6 -37 - - 7.43 � �Cross Street/10 Cross Street to South Terrace (E) 3 1 -2 - - 1.30 � �Cross Street/10 Cross Street to Cross Street 0 0 0 - - 0.00 � �Trevenson St/11 Trevenson St (E) to Stray Park Rd 9 4 -5 - - 2.05 � �Trevenson St/11 Trevenson St (E) to Treveson St (W) 457 415 -42 - - 2.01 � �Trevenson St/11 Stray Park Rd to Treveson (W) 75 32 -43 - - 5.89 � �Trevenson St/11 Treveson St (W) to Treveson St (E) 380 492 112 - - 5.36 � �Trevenson St/11 Treveson St (W) to Stray Park Rd 34 47 13 - - 1.99 � �Trevenson St/11 Stray Park Rd to Treveson (E) 8 4 -4 - - 1.75 � �Basset Rd/9 Basset Rd to South Terrace (E) 44 24 -20 - - 3.37 � �Basset Rd/9 Basset Rd to South Terrace (W) 71 48 -23 - - 3.02 � �Basset Rd/9 Basset Rd to Basset Rd 3 0 -3 - - 2.36 � �Basset Rd/9 South Terrace (W) to Basset Rd 160 138 -22 - - 1.83 � �Basset Rd/9 South Terrace (w) to South Terrace (E) 368 413 45 - - 2.28 � �Basset Rd/9 South Terrace (W) to South Terrace (W) 0 3 3 - - 2.45 � �Basset Rd/9 South Terrace (E) to South Terrace (W) 253 235 -18 - - 1.15 � �Basset Rd/9 South Terrace (E) to Basset Rd 206 268 62 - - 4.04 � �Basset Rd/9 South Terrace (E) to South Terrace (E) 0 0 0 - - 0.00 � �Pendarves Rd/8 Pendarves Rd (N) to Barriper Rd 66 69 3 - - 0.39 � �Pendarves Rd/8 Pendarves Rd (N) to Pendarves Rd (S) 167 170 3 - - 0.24 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (S) 14 7 -7 - - 2.14 � �Pendarves Rd/8 Pendarves Rd (S) to Barriper Rd 10 4 -6 - - 2.33 � �Pendarves Rd/8 Pendarves Rd (S) to Pendarves Rd (N) 382 344 -38 - - 1.99 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (N) 159 169 10 - - 0.75 � �Cross Street/10 Basset Street to South Terrace (W) 2 29 27 - - 6.91 � �Cross Street/10 Basset Street to Trevu Rd 82 99 17 - - 1.84 � �Cross Street/10 Basset Street to South Terrace (E)/Cross Street 44 86 42 - - 5.27 � �Cross Street/10 South Terrace (W) to Trevu Rd 83 90 7 - - 0.71 � �Cross Street/10 South Terrace (W) to South Terrace (E)/Cross Stree 327 362 35 - - 1.88 � �Cross Street/10 South Terrace (W) to South Terrace (W) 1 0 -1 - - 1.36 � �Cross Street/10 Trevu Rd to South Terrace (E)/Cross Street 197 112 -85 - - 6.87 � �Cross Street/10 Trevu Rd to South Terrace (W) 148 202 54 - - 4.06 � �Cross Street/10 Trevu Rd to Trevu Rd 0 0 0 - - 0.00 � �Tesco Rdbt/12 Dolcoath Rd to Roskear Rd 0 15 15 - - 5.48 � �Tesco Rdbt/12 Dolcoath Rd to Wesley Street/Foundry Rd 0 58 58 - - 10.77 � �Tesco Rdbt/12 Roskear Rd to Wesley Street/Foundry Rd 492 462 -30 - - 1.38 � �Tesco Rdbt/12 Roskear Rd to Dolcoath Rd 6 3 -3 - - 1.24 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (E) 82 113 31 - - 3.10 � �Treverno Rd/7 Treverno Rd to South Roskear Rd 23 25 2 - - 0.41 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (W) 17 14 -3 - - 0.82 � �Treverno Rd/7 North Roskear Rd (W) to Treverno Rd 7 6 -1 - - 0.28 � �Treverno Rd/7 North Roskear Rd (W) to North Roskear Rd (E) 139 153 14 - - 1.18 � �Treverno Rd/7 North Roskear Rd (W) to South Roskear Rd 11 19 8 - - 2.20 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (W) 12 4 -8 - - 2.94 � �Treverno Rd/7 South Roskear Rd to Treverno Rd 15 5 -10 - - 3.24 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (E) 2 6 4 - - 2.05 � �Treverno Rd/7 North Roskear Rd (E) to South Roskear Rd 1 30 29 - - 7.38 � �Treverno Rd/7 North Roskear Rd (E) to North Roskear Rd (W) 71 123 52 - - 5.30 � �Treverno Rd/7 North Roskear Rd (E) to Treverno Rd 50 72 22 - - 2.85 � �Roskear Rd/13 Pendarves Street (W) to South Roskear Terrace 39 40 1 - - 0.12 � �Roskear Rd/13 Pendarves Street (W) to Pendarves Street (E) 681 705 24 - - 0.93 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (E) 23 109 86 - - 10.59 � �Roskear Rd/13 Pendarves Street (E) to Pendarves Street (W) 474 417 -57 - - 2.69 � �Roskear Rd/13 Pendarves Street (E) to South Roskear Terrace 14 11 -3 - - 0.94 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (W) 37 55 18 - - 2.60 � �East Hill/28 Tolvaddon Rd to Trevenson Rd/Dudnance Ln 292 299 7 - - 0.41 � �East Hill/28 Tolvaddon Rd to East Hill 194 247 53 - - 3.55 � �East Hill/28 East Hill to Tolvaddon Rd 464 484 20 - - 0.91 � �East Hill/28 East Hill to Trevenson Rd/Dudnance Ln 547 634 87 - - 3.60 � �Tolvaddon Interchange/30 Movement 2 344 357 13 - - 0.71 � �Tolvaddon Interchange/30 D-C 31 4 -27 - - 6.40 � �Tolvaddon Interchange/30 Movement 1 155 154 -1 - - 0.09 � �Tolvaddon Interchange/30 A-C 279 278 -1 - - 0.03 � �Tolvaddon Interchange/30 A-B 107 111 4 - - 0.36 � �Tolvaddon Interchange/30 C-B&D-B 125 131 6 - - 0.49 � �Tolvaddon Interchange/30 D-A&C-A 683 687 4 - - 0.13 � �Tolvaddon Jct/14B C-B 344 347 3 - - 0.18 � �Tolvaddon Jct/14B C-A 6 7 1 - - 0.50 � �Tolvaddon Jct/14B A-C 34 49 15 - - 2.41 � �Tolvaddon Jct/14B A-B 42 42 0 - - 0.02 � �Tolvaddon Jct/14B B-A 26 31 5 - - 0.97 � �Tolvaddon Jct/14B B-C 658 656 -2 - - 0.06 � �Tolvaddon Jct/14A C-B 205 214 9 - - 0.63 � �Tolvaddon Jct/14A C-A 145 112 -33 - - 2.87 � �Tolvaddon Jct/14A A-C 110 106 -4 - - 0.39 � �Tolvaddon Jct/14A A-B 145 140 -5 - - 0.38 � �Tolvaddon Jct/14A B-A 193 182 -11 - - 0.83 � �Tolvaddon Jct/14A B-C 498 522 24 - - 1.07 � �East Hill/28 Dudnance Lane to East Hill/Tolvaddon Rd 230 221 -9 - - 0.58 � �East Hill/28 Dudnance Lane to Trevenson Rd 47 31 -16 - - 2.55 � �East Hill/28 Trevenson Rd to Dudnance Lane 32 17 -15 - - 2.96 � �East Hill/28 Trevenson Rd to East Hill/Tolvaddon Rd 529 471 -58 - - 2.61 � �Station Rd/5 Wesley St to Station Rd / Fore St 249 90 -159 - - 12.19 � �Station Rd/5 Wesley St to Higher Fore St 56 22 -34 - - 5.47 � �Rose Hill/19 Tolgus Hill to Roach's Row & Rose Hill 25 17 -8 - - 1.70 � �Rose Hill/19 Tolgus Hill to Southgate Street 271 243 -28 - - 1.72 � �

Page 103: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

AM Peak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowRose Hill/19 Southgate Street to Tolgus Hill 317 299 -18 - - 1.04 � �Rose Hill/19 Southgate Street to Roach's Row/Rose Hill 12 8 -4 - - 1.37 � �Rose Hill/19 Roach's Row/Rose Hill to Southgate Street 49 27 -22 - - 3.51 � �Rose Hill/19 Roach's Row/Rose Hill to Tolgus Hill 34 38 4 - - 0.62 � �School Lane/6 East End to School Lane/Depps Terrace 62 67 5 - - 0.63 � �School Lane/6 East End to Drump Rd 40 98 58 - - 6.98 � �School Lane/6 Drump Rd to East End 55 66 11 - - 1.38 � �School Lane/6 Drump Rd to School Lane/Depps Terrace 109 141 32 - - 2.90 � �Chapel Rd/18 Falmouth Rd to Clinton Rd 0 0.00 0 - - 0.00 � �Chapel Rd/18 Falmouth Rd to Southgate Street 137 169 32 - - 2.57 � �Chapel Rd/18 Falmouth Rd to Buckett's Hill 49 58 9 - - 1.29 � �Chapel Rd/18 Buckett's Hill to Falmouth Rd 92 55 -37 - - 4.36 � �Chapel Rd/18 Buckett's Hill to Clinton Rd 129 51 -78 - - 8.19 � �Chapel Rd/18 Buckett's Hilll to Southgate Street 79 53 -26 - - 3.21 � �Chapel Rd/18 Southgate Street to Buckett's Hill 53 38 -15 - - 2.27 � �Chapel Rd/18 Southgate Street to Falmouth Rd 220 223 3 - - 0.20 � �Chapel Rd/18 Southgate Street to Clinton Rd 0 7 7 - - 3.74 � �Chapel Rd/18 Clinton Rd to Southgate Street 35 13 -22 - - 4.53 � �Chapel Rd/18 Clinton Rd to Buckett's Hill 58 31 -27 - - 4.06 � �Chapel Rd/18 Clinton Rd to Falmouth Rd 3 0 -3 - - 2.39 � �South Downs/17 South Downs (W) to Sandy Lane 61 65 4 - - 0.51 � �South Downs/17 South Downs (W) to South Downs (E) 208 205 -3 - - 0.18 � �South Downs/17 South Downs (W) to South Downs (W) 2 0 -2 - - 1.95 � �South Downs/17 South Downs (E) to South Downs (W) 289 247 -42 - - 2.54 � �South Downs/17 South Downs (E) to Sandy Lane 256 326 70 - - 4.09 � �South Downs/17 South Downs (E) to South Downs (E) 1 1 0 - - 0.05 � �South Downs/17 Sandy Lane to South Downs (E) 153 180 27 - - 2.06 � �South Downs/17 Sandy Lane to South Downs (W) 42 44 2 - - 0.32 � �South Downs/17 Sandy Lane to Sandy Lane 2 2 0 - - 0.07 � �Station Rd/5 Fore St to Higher Fore St/ Wesley St 77 191 114 - - 9.83 � �Station Rd/5 Fore St to Station Rd 74 54 -20 - - 2.53 � �Station Rd/5 Station Rd to Fore St 3 2 -1 - - 0.55 � �Station Rd/5 Station Rd to Higher Fore St/ Wesley St 152 123 -29 - - 2.51 � �School Lane/6 Depps Terrace to Drump Rd/East End 271 280 9 - - 0.51 � �School Lane/6 Depps Terrace to School Lane 9 5 -4 - - 1.37 � �School Lane/6 School Lane to Depps Terrace 4 5 1 - - 0.57 � �School Lane/6 School Lane to Drump Rd/East End 206 256 50 - - 3.31 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (E) 3 6 3 - - 1.49 � �Churchview Rd/2 Churchview Rd to Lower Pengeon 5 3 -2 - - 0.89 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (W) 4 4 0 - - 0.10 � �Churchview Rd/2 Dolcoath Rd (W) to Churchview Rd 7 5 -2 - - 0.69 � �Churchview Rd/2 Dolcoath Rd (W) to Dolcoath Rd (E) 45 42 -3 - - 0.42 � �Churchview Rd/2 Dolcoath Rd (W) to Lower Pengeon 12 0 -12 - - 4.97 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (W) 28 0 -28 - - 7.43 � �Churchview Rd/2 Lower Pengeon to Churchview Rd 19 4 -15 - - 4.43 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (E) 36 39 3 - - 0.46 � �Churchview Rd/2 Dolcoath Rd (E) to Lower Pengeon 51 54 3 - - 0.36 � �Churchview Rd/2 Dolcoath Rd (E) to Dolcoath Rd (W) 68 66 -2 - - 0.19 � �Churchview Rd/2 Dolcoath Rd (E) to Churchview Rd 2 2 0 - - 0.07 � �Dudnance Lane/3 Dudnance Lane to Station Rd 74 81 7 - - 0.77 � �Dudnance Lane/3 Dudnance Lane to Tincroft Rd 101 114 13 - - 1.26 � �Dudnance Lane/3 Tincroft Rd to Station Rd 266 248 -18 - - 1.10 � �Dudnance Lane/3 Station Rd to Tincroft Rd 55 59 4 - - 0.50 � �Dudnance Lane/3 Station Rd to Dudnance Lane 45 50 5 - - 0.76 � �Dudnance Lane/3 Tincroft Rd to Dudnance Lane 235 233 -2 - - 0.14 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Carnbrea Lane 3 5 2 - - 1.08 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Wilson Way 161 144 -17 - - 1.37 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Wilaon Way 14 59 45 - - 7.39 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Avenue 110 108 -2 - - 0.23 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Lane 4 21 17 - - 4.88 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Carnbrea Avenue 9 9 0 - - 0.15 � �Sandy Lane/16 St Day Rd (W) to Sandy Lane/St Day Rd (E) 58 33 -25 - - 3.65 � �Sandy Lane/16 St Day Rd (W) to Lower Pengeon 12 19 7 - - 1.70 � �Sandy Lane/16 St Day Rd (W) to St Day Rd (W) 0 0 0 - - 0.00 � �Sandy Lane/16 Lower Pengeon to St Day Rd (W) 38 14 -24 - - 4.67 � �Sandy Lane/16 Lower Pengeon to Sandy Lane/St Day Rd (E) 397 513 116 - - 5.42 � �Sandy Lane/16 Lower Pengeon to Lower Pengeon 0 0 0 - - 0.00 � �Sandy Lane/16 Sandy Lane to St Day Rd (E) 19 27 8 - - 1.70 � �Sandy Lane/16 Sandy Lane to Lower Pengeon/St Day Rd (W) 233 258 25 - - 1.59 � �Sandy Lane/16 Sandy Lane to Sandy Lane 0 0 0 - - 0.00 � �Sandy Lane/16 St Day Rd (E) to Lower Pengeon/ St Day Rd (W) 64 39 -25 - - 3.51 � �Sandy Lane/16 St Day Rd (E) to Sandy Lane 57 36 -21 - - 3.03 � �Sandy Lane/16 St Day Rd (E) to St Day Rd (E) 0 0 0 - - 0.00 � �Church town/37 NB, Unnamed Rd to Barncoose Terrace 56 73 17 - - 2.09 � �A30-A3047/21 Exit C 1255 1021 - -18.7% - 6.95 � �A30-A3047/21 Exit A30 (E) 414 344 -70 - - 3.60 � �A30-A3047/21 Exit A30 (W) 495 495 0 - - 0.00 � �A30-A3047/21 Entry A30 (E) 330 285 -45 - - 2.59 � �A30-A3047/21 Entry C 823 835 - 1.4% - 0.40 � �A30-A3047/21 Entry A30 (W) 556 591 35 - - 1.45 � �A30-A3047/21 Entry A 262 281 19 - - 1.13 � �A30-A3047/21 Exit A 132 132 0 - - 0.01 � �Church town/37 SB, Barncoose Terrace to Unnamed Rd 35 38 3 - - 0.58 � �

Page 104: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

AM Peak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Wilson way/38 Druid's Rd(N) to Wilson Way(E) 6 2 -5 - - 2.32 � �Wilson way/38 Druid's Rd(N) to Wilson Way(W) 22 20 -2 - - 0.51 � �Wilson way/38 Wilson Way(W) to Druid's Rd(N) 19 8 -11 - - 2.90 � �Wilson way/38 Wilson Way(W) to Wilson Way(E) 0 8 8 - - 3.91 � �Wilson way/38 Wilson Way(E) to Wilson Way(W) 4 11 7 - - 2.58 � �Wilson way/38 Wilson Way(E) to Druid's Rd(N) 2 1 -1 - - 0.44 � �Agar Rd/32 Chariot Rd to Barncoose Terrace 4 9 5 - - 1.86 � �Agar Rd/32 Chariot Rd to Agar Rd 0 0 0 - - 0.00 � �Agar Rd/32 Agar Rd to Chariot Rd 0 0 0 - - 0.40 � �Agar Rd/32 Agar Rd to Barncoose Terrace 51 58 7 - - 1.00 � �Agar Rd/32 Barncoose Terrace to Agar Rd 41 51 9 - - 1.38 � �Agar Rd/32 Barncoose Terrace to Chariot Rd 2 10 8 - - 3.27 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (E) 21 10 -11 - - 2.88 � �Close Hill Rdbt/22 To A30 Rdbt to Close Hill 7 2 -5 - - 2.47 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (W) 18 33 15 - - 2.94 � �Close Hill Rdbt/22 To A30 Rdbt to 'To A30 Rdbt' 1 0 -1 - - 1.42 � �Close Hill Rdbt/22 A3047 (W) to 'To A30 Rdbt' 42 37 -5 - - 0.87 � �Close Hill Rdbt/22 A3027 (W) to A3047 (E) 22 7 -15 - - 3.91 � �Close Hill Rdbt/22 A3047 (W) to Close Hill 1 0 -1 - - 0.66 � �Close Hill Rdbt/22 A3047 (W) to A3047 (W) 1 0 -1 - - 1.42 � �Close Hill Rdbt/22 Close Hill to A3047 (W) 4 0 -4 - - 2.70 � �Close Hill Rdbt/22 Close Hill to 'To A30 Rdbt' 4 0 -4 - - 2.46 � �Close Hill Rdbt/22 Close Hill to A3047 (E) 4 25 21 - - 5.48 � �Close Hill Rdbt/22 Close Hill to Close Hill 1 0 -1 - - 1.42 � �Close Hill Rdbt/22 A3047 (E) to Close Hill 6 58 51 - - 9.13 � �Close Hill Rdbt/22 A3047 (E) to A3047 (W) 18 5 -13 - - 3.75 � �Close Hill Rdbt/22 A3047 (E) to 'To A30 Rdbt' 42 4 -38 - - 7.85 � �Close Hill Rdbt/22 A3047 (E) to A3047 (E) 0 0 0 - - 0.00 � �Treleigh Rbt/35 A3047(W) to A3047(E) 33 5 -29 - - 6.59 � �Treleigh Rbt/35 A3047(W) to Jon Davey Drive 14 37 23 - - 4.53 � �Treleigh Rbt/35 A3047(W) to A3047(W) 0 1 1 - - 1.06 � �Treleigh Rbt/35 A3047(E) to Jon Davey Drive 7 1 -6 - - 3.31 � �Treleigh Rbt/35 A3047(E) to A3047(W) 46 69 23 - - 3.09 � �Treleigh Rbt/35 A3047(E) to A3047(E) 0 0 0 - - 0.00 � �Treleigh Rbt/35 Jon Davey Drive to A3047(W) 21 12 -9 - - 2.29 � �Treleigh Rbt/35 Jon Davey Drive to A3047(E) 6 0 -6 - - 3.12 � �Treleigh Rbt/35 Jon Davey Drive to Jon Davey Drive 0 0 0 - - 0.00 � �East End/15 A393 (N) to A393 (S) 19 10 -10 - - 2.51 � �East End/15 A393 (N) to East End Lane 3 23 20 - - 5.52 � �East End/15 A393 (S) to East End Lane 0 0 0 - - 0.00 � �East End/15 East End Lane to A393 (N) 3 35 32 - - 7.39 � �East End/15 East End Lane to A393 (S) 1 0 -1 - - 1.11 � �East End/15 A393 (S) to A393 (N) 14 29 15 - - 3.21 � �A3047/Mount Ambrose/36 A393(N) to A393(S) 13 30 16 - - 3.56 � �A3047/Mount Ambrose/36 A393(N) to A3047 41 38 -4 - - 0.58 � �A3047/Mount Ambrose/36 A393(N) to A393(N) 0 0 0 - - 0.00 � �A3047/Mount Ambrose/36 A3047 to A393(N) 26 4 -23 - - 5.90 � �A3047/Mount Ambrose/36 A3047 to A393(S) 11 2 -9 - - 3.38 � �A3047/Mount Ambrose/36 A3047 to A3047 0 0 0 - - 0.00 � �A3047/Mount Ambrose/36 A393(S) to A3047 7 10 3 - - 1.02 � �A3047/Mount Ambrose/36 A393(S) to A393(N) 10 49 39 - - 7.17 � �A3047/Mount Ambrose/36 A393(S) to A393(S) 0 0 0 - - 0.00 � �A3047/29 Station Rd to Fore St (W)/Church Rd 1 1 0 - - 0.24 � �A3047/29 Station Rd to Fore St (E) 2 10 8 - - 3.32 � �A3047/29 Station Rd to Station Rd 0 0 0 - - 0.00 � �A3047/29 Fore St (E) to Station Rd 1 0 -1 - - 0.70 � �A3047/29 Fore St (E) to Fore St (W)/Church Rd 29 58 28 - - 4.28 � �A3047/29 Fore St (E) to Fore St (E) 0 0 0 - - 0.00 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Mountwhistle Rd (E) 4 5 2 - - 0.72 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Park Rd 1 0 -1 - - 0.61 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (E) 3 2 -1 - - 0.86 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Mountwhistle Rd (W) 1 0 -1 - - 0.77 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Park Rd 2 0 -2 - - 1.51 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (W) 1 2 1 - - 0.75 � �Church Rd/40 Church Rd(N) to Moorfield Rd 1 0 -1 - - 0.93 � �Church Rd/40 Church Rd(N) to Church Rd(S) 3 2 0 - - 0.30 � �Church Rd/40 Church Rd(N) to Church Rd(N) 0 0 0 - - 0.00 � �Church Rd/40 Church Rd(S) to Church Rd(N) 2 0 -1 - - 1.33 � �Church Rd/40 Church Rd(S) to Moorfield Rd 0 1 1 - - 1.15 � �Church Rd/40 Church Rd(S) to Church Rd(S) 0 0 0 - - 0.00 � �Church Rd/40 Moorfield Rd to Church Rd(S) 1 1 0 - - 0.26 � �Church Rd/40 Moorfield Rd to Church Rd(N) 0 0 0 - - 0.82 � �Church Rd/40 Moorfield Rd to Moorfield Rd 0 0 0 - - 0.00 � �A3047/29 Fore St (W) to Church Rd 0 1 1 - - 1.34 � �A3047/29 Fore St (W) to Fore St (E)/Station Rd 21 58 37 - - 5.94 � �A3047/29 Fore St (W) to Fore St (W) 0 0 0 - - 0.00 � �A3047/29 Church Rd to Fore St (E)/Station Rd 1 1 0 - - 0.20 � �A3047/29 Church Rd to Fore St (W) 1 1 0 - - 0.17 � �A3047/29 Church Rd to Church Rd 0 0 0 - - 0.00 � �Agar Rd/Chili Rd/33 Agar Rd (W) to Chili Rd 4 0 -4 - - 2.47 � �Agar Rd/Chili Rd/33 Agar Rd(W) to Agar Rd(E) 50 58 8 - - 1.10 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd (E) 0 0 0 - - 0.63 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Agar Rd(W) 41 49 8 - - 1.24 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Chili Rd 0 2 2 - - 1.84 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd(W) 0 0 0 - - 0.98 � �Tolgus Hill/20 Tolgus Vean to Tolgus Place 1 0 -1 - - 1.40 � �Tolgus Hill/20 Tolgus Vean to Tolgus Hill 5 15 10 - - 3.15 � �

Flow Criteria (vph)Within DMRB Observed

FlowModelled

Flow

Page 105: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

AM Peak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowTolgus Hill/20 Tolgus Vean to Tesco 1 0 -1 - - 1.08 � �Tolgus Hill/20 Tolgus Vean to Tolgus Vean 0 0 0 - - 0.00 � �Tolgus Hill/20 Tesco to Tolgus Vean 1 4 3 - - 2.10 � �Tolgus Hill/20 Tesco to Tolgus Place 0 2 2 - - 1.78 � �Tolgus Hill/20 Tesco to Tolgus Hill 0 3 3 - - 2.62 � �Tolgus Hill/20 Tesco to Tesco 0 0 0 - - 0.00 � �Tolgus Hill/20 Tolgus Hill to Tesco 0 0 0 - - 0.62 � �Tolgus Hill/20 Tolgus Hill to Tolgus Vean 2 4 2 - - 1.39 � �Tolgus Hill/20 Tolgus Hill to Tolgus Place 4 2 -2 - - 1.17 � �Tolgus Hill/20 Tolgus Hill to Tolgus Hill 0 0 0 - - 0.00 � �Higher Broad Lane/41 Higher Broad Lane(N) to Higher Broad Lane(S) 3 1 -1 - - 0.97 � �Higher Broad Lane/41 Higher Broad Lane(N) to Balkin Way 1 1 0 - - 0.45 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(S) 1 0 -1 - - 0.67 � �Higher Broad Lane/41 Higher Broad Lane(S) to Balkin Way 0 1 1 - - 1.01 � �Higher Broad Lane/41 Higher Broad Lane(S) to Higher Broad Lane(N) 5 1 -4 - - 2.24 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(N) 3 1 -2 - - 1.77 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(S) 53 39 -14 - - 2.09 � �A3047 Tolgus Rbt/34 A3047(N) to Tolgus Place 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(N) 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(N) 10 2 -8 - - 3.44 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(S) 4 14 10 - - 3.36 � �A3047 Tolgus Rbt/34 Tolgus Place to Tolgus Place 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 A3047(S) to Tolgus Place 1 10 9 - - 3.75 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(N) 48 43 -5 - - 0.70 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(S) 5 1 -4 - - 2.03 � �Spar Lane/31 Lower Broad Lane to Broad Lane 4 4 0 - - 0.20 � �Spar Lane/31 Lower Broad Lane to Spar Lane 0 1 1 - - 0.00 � �Spar Lane/31 Spar Lane to Broad Lane 1 0 -1 - - 0.88 � �Spar Lane/31 Broad Lane to Spar Lane 0 0 0 - - 0.97 � �Spar Lane/31 Broad Lane to Lower Broad Lane 7 4 -2 - - 1.04 � �Spar Lane/31 Spar Lane to Lower Broad Lane 0 0 0 - - 0.49 � �Camborne West/23 B to A 0 0 0 - - 0.00 � �Camborne West/23 B to F 5 9 4 - - 1.59 � �Camborne West/23 D to C & E to C 5 13 7 - - 2.35 � �Camborne West/23 F to C 0 0 0 - - 0.00 � �Camborne West/23 E to D 10 4 -6 - - 2.18 � �Camborne West/23 E to F & E to C 0 0 0 - - 0.00 � �Churchview Rd/24 To A30 Rdbt' to Treswithian Rd (E) 11 10 -1 - - 0.16 � �Churchview Rd/24 To A30 Rdbt to Treswithian Rd (W) 5 3 -3 - - 1.49 � �Churchview Rd/24 To A30 Rdbt to 'To A30 Rdbt' 0 0 0 - - 0.00 � �Churchview Rd/24 Treswithian Rd (W) to 'To A30 Rdbt' 7 0 -7 - - 3.47 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (E) 1 0 -1 - - 0.96 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (W) 0 0 0 - - 0.00 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (W) 1 0 -1 - - 0.85 � �Churchview Rd/24 Treswithian Rd (E) to 'To A30 Rdbt' 18 15 -3 - - 0.81 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (E) 0 0 0 - - 0.00 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (E) 1 0 -1 - - 1.03 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (W) 3 2 -1 - - 0.50 � �Treswithian Rd/25 Weeth Lane to Weeth Lane 0 0 0 - - 0.00 � �Treswithian Rd/25 Treswithian Rd (W) to Weeth Lane 1 1 0 - - 0.12 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (E) 13 7 -5 - - 1.69 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (W) 1 0 -1 - - 1.35 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (W) 17 14 -4 - - 0.98 � �Treswithian Rd/25 Treswithian Rd (E) to Weeth Lane 2 1 -1 - - 1.07 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (E) 0 0 0 - - 0.00 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (E)/Trelawney Rd 11 5 -6 - - 1.94 � �Tehidy Rd Tehidy Rd (W) to Weeth Rd 1 2 2 - - 1.20 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (W) 0 0 0 - - 0.00 � �Tehidy Rd Weeth Rd to Tehidy Rd (W) 3 0 -3 - - 2.10 � �Tehidy Rd Weeth Rd to Tehidy Rd (E)/Trelawney Rd 9 3 -6 - - 2.67 � �Tehidy Rd Weeth Rd to Weeth Rd 0 0 0 - - 0.00 � �Commercial Street/26 Church St to Trelowarren St 5 1 -4 - - 2.31 � �Commercial Street/26 Church St to Commercial St 8 11 2 - - 0.75 � �Commercial Street/26 Church St to Church St 0 0 0 - - 0.00 � �Commercial Street/26 Commercial St to Church St 17 6 -11 - - 3.26 � �Commercial Street/26 Commercial St to Trelowarren St 5 1 -5 - - 2.80 � �Commercial Street/26 Commercial St to Commercial St 0 0 0 - - 0.35 � �Camborne West/23 A to G 0 0 0 - - 0.00 � �Camborne West/23 B to G & F to G 18 2 -16 - - 5.01 � �Tehidy Rd Trelawney Rd to Weeth Rd/Tehidy Rd (W) 2 2 0 - - 0.08 � �Tehidy Rd Trelawney Rd to Tehidy Rd (E) 4 0 -3 - - 2.22 � �Tehidy Rd Trelawney Rd to Trelawney Rd 0 0 0 - - 0.00 � �Tehidy Rd Tehidy Rd (E) to Trelawney Rd 4 1 -3 - - 1.67 � �Tehidy Rd Tehidy Rd (E) to Weeth Rd/Tehidy Rd (W) 5 1 -4 - - 2.27 � �Tehidy Rd Tehidy Rd (E) to Tehidy Rd (E) 0 0 0 - - 0.00 � �Camborne West/23 F to G 18 2 -16 - - 5.01 � �Camborne West/23 D to C 5 13 7 - - 2.35 � �Camborne West/23 E to F 0 0 0 - - 0.00 � �Wesley St/27 Wesley St to Centenary St 14 3 -11 - - 3.62 � �Wesley St/27 Trelowarren St to Centenary St 3 0 -3 - - 2.32 � �Wesley St/27 Centenary St to Wesley St 6 11 5 - - 1.74 � �Wesley St/27 Trelowarren St to Wesley St 11 3 -8 - - 2.83 � �Tesco Rdbt/12 Wesley Street to Foundry Rd 4 4 0 - - 0.05 � �Tesco Rdbt/12 Wesley Steet to Doloarth Rd/Roskear Rd 17 11 -5 - - 1.46 � �Tesco Rdbt/12 Wesley Street to Wesley street 0 0 0 - - 0.00 � �Tesco Rdbt/12 Foundry Rd to Dolcoath Rd/Roskear Rd 6 17 10 - - 3.05 � �Tesco Rdbt/12 Foundry Rd to Wesley Rd 2 0 -1 - - 1.32 � �

Page 106: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

AM Peak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowTesco Rdbt/12 Foundry Rd to Foundry Rd 0 0 0 - - 0.24 � �Cross Street/10 South Terrace (E) to Cross Street 1 0 -1 - - 1.08 � �Cross Street/10 South Terrace (E) to Basset Rd/South T/Trevu Td 11 7 -4 - - 1.34 � �Cross Street/10 South Terrace (E) to South Terrace (E) 0 0 0 - - 0.00 � �Cross Street/10 Cross Street to Basset Street/South T/Trevu Rd 1 0 -1 - - 1.32 � �Cross Street/10 Cross Street to South Terrace (E) 0 0 0 - - 0.00 � �Cross Street/10 Cross Street to Cross Street 0 0 0 - - 0.00 � �Trevenson St/11 Trevenson St (E) to Stray Park Rd 0 0 0 - - 0.00 � �Trevenson St/11 Trevenson St (E) to Treveson St (W) 14 3 -11 - - 3.80 � �Trevenson St/11 Stray Park Rd to Treveson (W) 0 1 1 - - 1.66 � �Trevenson St/11 Treveson St (W) to Treveson St (E) 7 10 3 - - 0.96 � �Trevenson St/11 Treveson St (W) to Stray Park Rd 0 1 1 - - 1.06 � �Trevenson St/11 Stray Park Rd to Treveson (E) 1 0 -1 - - 1.19 � �Basset Rd/9 Basset Rd to South Terrace (E) 0 1 1 - - 1.64 � �Basset Rd/9 Basset Rd to South Terrace (W) 6 5 -1 - - 0.23 � �Basset Rd/9 Basset Rd to Basset Rd 0 0 0 - - 0.00 � �Basset Rd/9 South Terrace (W) to Basset Rd 6 1 -5 - - 2.52 � �Basset Rd/9 South Terrace (w) to South Terrace (E) 3 11 9 - - 3.24 � �Basset Rd/9 South Terrace (W) to South Terrace (W) 0 0 0 - - 0.14 � �Basset Rd/9 South Terrace (E) to South Terrace (W) 8 4 -4 - - 1.64 � �Basset Rd/9 South Terrace (E) to Basset Rd 6 3 -2 - - 1.04 � �Basset Rd/9 South Terrace (E) to South Terrace (E) 0 0 0 - - 0.00 � �Pendarves Rd/8 Pendarves Rd (N) to Barriper Rd 3 1 -2 - - 1.78 � �Pendarves Rd/8 Pendarves Rd (N) to Pendarves Rd (S) 11 8 -3 - - 0.95 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (S) 2 0 -2 - - 1.47 � �Pendarves Rd/8 Pendarves Rd (S) to Barriper Rd 2 1 -1 - - 1.09 � �Pendarves Rd/8 Pendarves Rd (S) to Pendarves Rd (N) 6 8 3 - - 0.97 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (N) 3 1 -1 - - 0.88 � �Cross Street/10 Basset Street to South Terrace (W) 0 0 0 - - 0.71 � �Cross Street/10 Basset Street to Trevu Rd 3 5 2 - - 1.16 � �Cross Street/10 Basset Street to South Terrace (E)/Cross Street 1 0 -1 - - 0.82 � �Cross Street/10 South Terrace (W) to Trevu Rd 1 5 4 - - 2.31 � �Cross Street/10 South Terrace (W) to South Terrace (E)/Cross Stree 2 9 8 - - 3.18 � �Cross Street/10 South Terrace (W) to South Terrace (W) 0 0 0 - - 0.00 � �Cross Street/10 Trevu Rd to South Terrace (E)/Cross Street 5 0 -4 - - 2.79 � �Cross Street/10 Trevu Rd to South Terrace (W) 4 2 -2 - - 1.26 � �Cross Street/10 Trevu Rd to Trevu Rd 0 0 0 - - 0.00 � �Tesco Rdbt/12 Dolcoath Rd to Roskear Rd 0 1 1 - - 1.35 � �Tesco Rdbt/12 Dolcoath Rd to Wesley Street/Foundry Rd 0 1 1 - - 1.04 � �Tesco Rdbt/12 Roskear Rd to Wesley Street/Foundry Rd 22 7 -16 - - 4.13 � �Tesco Rdbt/12 Roskear Rd to Dolcoath Rd 0 0 0 - - 0.55 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (E) 6 8 2 - - 0.90 � �Treverno Rd/7 Treverno Rd to South Roskear Rd 0 1 1 - - 1.39 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (W) 0 0 0 - - 0.24 � �Treverno Rd/7 North Roskear Rd (W) to Treverno Rd 0 0 0 - - 0.47 � �Treverno Rd/7 North Roskear Rd (W) to North Roskear Rd (E) 6 16 10 - - 3.11 � �Treverno Rd/7 North Roskear Rd (W) to South Roskear Rd 1 0 -1 - - 0.60 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (W) 0 0 0 - - 0.95 � �Treverno Rd/7 South Roskear Rd to Treverno Rd 1 0 -1 - - 1.26 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (E) 0 1 1 - - 1.54 � �Treverno Rd/7 North Roskear Rd (E) to South Roskear Rd 0 1 1 - - 1.19 � �Treverno Rd/7 North Roskear Rd (E) to North Roskear Rd (W) 6 3 -3 - - 1.21 � �Treverno Rd/7 North Roskear Rd (E) to Treverno Rd 0 12 12 - - 4.99 � �Roskear Rd/13 Pendarves Street (W) to South Roskear Terrace 1 4 3 - - 1.74 � �Roskear Rd/13 Pendarves Street (W) to Pendarves Street (E) 20 29 9 - - 1.85 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (E) 0 1 1 - - 1.07 � �Roskear Rd/13 Pendarves Street (E) to Pendarves Street (W) 20 7 -13 - - 3.69 � �Roskear Rd/13 Pendarves Street (E) to South Roskear Terrace 0 0 0 - - 0.28 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (W) 0 1 1 - - 1.63 � �East Hill/28 Tolvaddon Rd to Trevenson Rd/Dudnance Ln 39 17 -23 - - 4.29 � �East Hill/28 Tolvaddon Rd to East Hill 10 0 -10 - - 4.38 � �East Hill/28 East Hill to Tolvaddon Rd 21 33 12 - - 2.31 � �East Hill/28 East Hill to Trevenson Rd/Dudnance Ln 11 23 12 - - 2.79 � �Tolvaddon Interchange/30 Movement 2 15 2 -14 - - 4.71 � �Tolvaddon Interchange/30 D-C 3 0 -3 - - 2.29 � �Tolvaddon Interchange/30 Movement 1 3 1 -2 - - 1.70 � �Tolvaddon Interchange/30 A-C 10 16 6 - - 1.71 � �Tolvaddon Interchange/30 A-B 2 3 1 - - 0.88 � �Tolvaddon Interchange/30 C-B&D-B 19 21 2 - - 0.45 � �Tolvaddon Interchange/30 D-A&C-A 31 34 3 - - 0.61 � �Tolvaddon Jct/14B C-B 11 15 4 - - 0.99 � �Tolvaddon Jct/14B C-A 0 0 0 - - 0.00 � �Tolvaddon Jct/14B A-C 0 4 4 - - 2.89 � �Tolvaddon Jct/14B A-B 0 4 4 - - 2.80 � �Tolvaddon Jct/14B B-A 1 0 0 - - 0.59 � �Tolvaddon Jct/14B B-C 30 34 4 - - 0.70 � �Tolvaddon Jct/14A C-B 10 15 5 - - 1.47 � �Tolvaddon Jct/14A C-A 6 2 -4 - - 2.16 � �Tolvaddon Jct/14A A-C 8 13 6 - - 1.77 � �Tolvaddon Jct/14A A-B 2 0 -2 - - 1.43 � �Tolvaddon Jct/14A B-A 4 5 1 - - 0.55 � �Tolvaddon Jct/14A B-C 26 33 7 - - 1.29 � �East Hill/28 Dudnance Lane to East Hill/Tolvaddon Rd 26 3 -23 - - 6.14 � �East Hill/28 Dudnance Lane to Trevenson Rd 1 1 0 - - 0.28 � �East Hill/28 Trevenson Rd to Dudnance Lane 4 0 -3 - - 2.28 � �East Hill/28 Trevenson Rd to East Hill/Tolvaddon Rd 34 45 11 - - 1.78 � �Station Rd/5 Wesley St to Station Rd / Fore St 6 9 3 - - 1.05 � �

Page 107: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

AM Peak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowStation Rd/5 Wesley St to Higher Fore St 1 3 2 - - 1.51 � �Rose Hill/19 Tolgus Hill to Roach's Row & Rose Hill 1 5 4 - - 2.18 � �Rose Hill/19 Tolgus Hill to Southgate Street 9 27 19 - - 4.42 � �Rose Hill/19 Southgate Street to Tolgus Hill 15 2 -13 - - 4.34 � �Rose Hill/19 Southgate Street to Roach's Row/Rose Hill 0 0 0 - - 0.40 � �Rose Hill/19 Roach's Row/Rose Hill to Southgate Street 0 0 0 - - 0.58 � �Rose Hill/19 Roach's Row/Rose Hill to Tolgus Hill 0 7 7 - - 3.85 � �School Lane/6 East End to School Lane/Depps Terrace 1 1 0 - - 0.35 � �School Lane/6 East End to Drump Rd 3 26 23 - - 6.14 � �School Lane/6 Drump Rd to East End 1 0 -1 - - 0.73 � �School Lane/6 Drump Rd to School Lane/Depps Terrace 3 13 10 - - 3.68 � �Chapel Rd/18 Falmouth Rd to Clinton Rd 0 0 0 - - 0.00 � �Chapel Rd/18 Falmouth Rd to Southgate Street 10 30 20 - - 4.61 � �Chapel Rd/18 Falmouth Rd to Buckett's Hill 3 1 -2 - - 1.06 � �Chapel Rd/18 Buckett's Hill to Falmouth Rd 6 1 -4 - - 2.36 � �Chapel Rd/18 Buckett's Hill to Clinton Rd 4 7 3 - - 1.29 � �Chapel Rd/18 Buckett's Hilll to Southgate Street 9 3 -5 - - 2.22 � �Chapel Rd/18 Southgate Street to Buckett's Hill 10 0 -9 - - 4.27 � �Chapel Rd/18 Southgate Street to Falmouth Rd 7 8 1 - - 0.48 � �Chapel Rd/18 Southgate Street to Clinton Rd 0 1 1 - - 1.28 � �Chapel Rd/18 Clinton Rd to Southgate Street 2 1 -1 - - 0.79 � �Chapel Rd/18 Clinton Rd to Buckett's Hill 9 1 -8 - - 3.77 � �Chapel Rd/18 Clinton Rd to Falmouth Rd 1 0 -1 - - 1.34 � �South Downs/17 South Downs (W) to Sandy Lane 5 1 -3 - - 1.87 � �South Downs/17 South Downs (W) to South Downs (E) 19 33 14 - - 2.81 � �South Downs/17 South Downs (W) to South Downs (W) 0 0 0 - - 0.00 � �South Downs/17 South Downs (E) to South Downs (W) 14 8 -6 - - 1.94 � �South Downs/17 South Downs (E) to Sandy Lane 17 1 -16 - - 5.17 � �South Downs/17 South Downs (E) to South Downs (E) 0 0 0 - - 0.00 � �South Downs/17 Sandy Lane to South Downs (E) 27 57 31 - - 4.73 � �South Downs/17 Sandy Lane to South Downs (W) 4 0 -4 - - 2.63 � �South Downs/17 Sandy Lane to Sandy Lane 0 0 0 - - 0.00 � �Station Rd/5 Fore St to Higher Fore St/ Wesley St 5 18 14 - - 4.00 � �Station Rd/5 Fore St to Station Rd 3 1 -2 - - 1.04 � �Station Rd/5 Station Rd to Fore St 0 0 0 - - 0.42 � �Station Rd/5 Station Rd to Higher Fore St/ Wesley St 6 36 31 - - 6.68 � �School Lane/6 Depps Terrace to Drump Rd/East End 10 51 42 - - 7.59 � �School Lane/6 Depps Terrace to School Lane 0 0 0 - - 0.63 � �School Lane/6 School Lane to Depps Terrace 1 8 7 - - 3.27 � �School Lane/6 School Lane to Drump Rd/East End 2 4 2 - - 1.12 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (E) 0 0 0 - - 0.28 � �Churchview Rd/2 Churchview Rd to Lower Pengeon 0 0 0 - - 0.14 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (W) 0 0 0 - - 0.24 � �Churchview Rd/2 Dolcoath Rd (W) to Churchview Rd 0 0 0 - - 0.14 � �Churchview Rd/2 Dolcoath Rd (W) to Dolcoath Rd (E) 1 0 -1 - - 0.63 � �Churchview Rd/2 Dolcoath Rd (W) to Lower Pengeon 1 0 -1 - - 1.38 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (W) 1 0 -1 - - 1.38 � �Churchview Rd/2 Lower Pengeon to Churchview Rd 0 0 0 - - 0.00 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (E) 0 0 0 - - 0.57 � �Churchview Rd/2 Dolcoath Rd (E) to Lower Pengeon 1 0 -1 - - 1.36 � �Churchview Rd/2 Dolcoath Rd (E) to Dolcoath Rd (W) 0 1 1 - - 1.17 � �Churchview Rd/2 Dolcoath Rd (E) to Churchview Rd 0 0 0 - - 0.24 � �Dudnance Lane/3 Dudnance Lane to Station Rd 11 7 -5 - - 1.56 � �Dudnance Lane/3 Dudnance Lane to Tincroft Rd 11 2 -9 - - 3.39 � �Dudnance Lane/3 Tincroft Rd to Station Rd 1 0 -1 - - 0.76 � �Dudnance Lane/3 Station Rd to Tincroft Rd 6 5 -1 - - 0.33 � �Dudnance Lane/3 Station Rd to Dudnance Lane 9 8 -1 - - 0.18 � �Dudnance Lane/3 Tincroft Rd to Dudnance Lane 6 3 -3 - - 1.22 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Carnbrea Lane 0 0 0 - - 0.24 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Wilson Way 6 1 -5 - - 2.74 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Wilaon Way 0 8 8 - - 3.95 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Avenue 9 12 3 - - 0.94 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Lane 0 11 11 - - 4.79 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Carnbrea Avenue 0 1 1 - - 1.22 � �Sandy Lane/16 St Day Rd (W) to Sandy Lane/St Day Rd (E) 2 15 13 - - 4.46 � �Sandy Lane/16 St Day Rd (W) to Lower Pengeon 0 2 2 - - 2.10 � �Sandy Lane/16 St Day Rd (W) to St Day Rd (W) 0 0 0 - - 0.00 � �Sandy Lane/16 Lower Pengeon to St Day Rd (W) 1 0 -1 - - 1.35 � �Sandy Lane/16 Lower Pengeon to Sandy Lane/St Day Rd (E) 25 23 -2 - - 0.40 � �Sandy Lane/16 Lower Pengeon to Lower Pengeon 0 0 0 - - 0.00 � �Sandy Lane/16 Sandy Lane to St Day Rd (E) 3 0 -3 - - 2.02 � �Sandy Lane/16 Sandy Lane to Lower Pengeon/St Day Rd (W) 32 23 -9 - - 1.78 � �Sandy Lane/16 Sandy Lane to Sandy Lane 0 0 0 - - 0.00 � �Sandy Lane/16 St Day Rd (E) to Lower Pengeon/ St Day Rd (W) 4 37 33 - - 7.30 � �Sandy Lane/16 St Day Rd (E) to Sandy Lane 0 4 4 - - 2.98 � �Sandy Lane/16 St Day Rd (E) to St Day Rd (E) 0 0 0 - - 0.00 � �Church town/37 NB, Unnamed Rd to Barncoose Terrace 0 1 1 - - 1.54 � �A30-A3047/21 Exit C 48 45 -3 - - 0.51 � �A30-A3047/21 Exit A30 (E) 45 37 -8 - - 1.30 � �A30-A3047/21 Exit A30 (W) 41 14 -27 - - 5.11 � �A30-A3047/21 Entry A30 (E) 15 33 18 - - 3.73 � �A30-A3047/21 Entry C 97 42 -55 - - 6.58 � �A30-A3047/21 Entry A30 (W) 16 11 -4 - - 1.17 � �A30-A3047/21 Entry A 11 10 -1 - - 0.21 � �A30-A3047/21 Exit A 2 0 -2 - - 1.63 � �Church town/37 SB, Barncoose Terrace to Unnamed Rd 0 0 0 - - 0.92 � �

Page 108: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

InterPeak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Wilson way/38 Druid's Rd(N) to Wilson Way(E) 45 48 3 - - 0.47 � �Wilson way/38 Druid's Rd(N) to Wilson Way(W) 124 125 1 - - 0.05 � �Wilson way/38 Wilson Way(W) to Druid's Rd(N) 162 161 -1 - - 0.10 � �Wilson way/38 Wilson Way(W) to Wilson Way(E) 36 37 1 - - 0.19 � �Wilson way/38 Wilson Way(E) to Wilson Way(W) 40 41 1 - - 0.19 � �Wilson way/38 Wilson Way(E) to Druid's Rd(N) 44 49 5 - - 0.76 � �Agar Rd/32 Chariot Rd to Barncoose Terrace 117 137 20 - - 1.73 � �Agar Rd/32 Chariot Rd to Agar Rd 3 21 18 - - 5.20 � �Agar Rd/32 Agar Rd to Chariot Rd 11 37 26 - - 5.32 � �Agar Rd/32 Agar Rd to Barncoose Terrace 573 648 75 - - 3.02 � �Agar Rd/32 Barncoose Terrace to Agar Rd 615 681 66 - - 2.59 � �Agar Rd/32 Barncoose Terrace to Chariot Rd 107 123 16 - - 1.44 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (E) 108 101 -7 - - 0.73 � �Close Hill Rdbt/22 To A30 Rdbt to Close Hill 185 291 106 - - 6.86 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (W) 268 224 -44 - - 2.79 � �Close Hill Rdbt/22 To A30 Rdbt to 'To A30 Rdbt' 0 0 0 - - 0.00 � �Close Hill Rdbt/22 A3047 (W) to 'To A30 Rdbt' 278 246 -32 - - 1.96 � �Close Hill Rdbt/22 A3027 (W) to A3047 (E) 215 244 29 - - 1.91 � �Close Hill Rdbt/22 A3047 (W) to Close Hill 57 70 13 - - 1.67 � �Close Hill Rdbt/22 A3047 (W) to A3047 (W) 5 0 -5 - - 3.15 � �Close Hill Rdbt/22 Close Hill to A3047 (W) 79 9 -70 - - 10.52 � �Close Hill Rdbt/22 Close Hill to 'To A30 Rdbt' 143 211 68 - - 5.08 � �Close Hill Rdbt/22 Close Hill to A3047 (E) 31 15 -16 - - 3.31 � �Close Hill Rdbt/22 Close Hill to Close Hill 3 0 -3 - - 2.44 � �Close Hill Rdbt/22 A3047 (E) to Close Hill 51 39 -12 - - 1.76 � �Close Hill Rdbt/22 A3047 (E) to A3047 (W) 188 194 6 - - 0.43 � �Close Hill Rdbt/22 A3047 (E) to 'To A30 Rdbt' 156 153 -3 - - 0.26 � �Close Hill Rdbt/22 A3047 (E) to A3047 (E) 3 1 -2 - - 1.41 � �Treleigh Rbt/35 A3047(W) to A3047(E) 320 308 -12 - - 0.65 � �Treleigh Rbt/35 A3047(W) to Jon Davey Drive 33 33 0 - - 0.03 � �Treleigh Rbt/35 A3047(W) to A3047(W) 5 21 16 - - 4.45 � �Treleigh Rbt/35 A3047(E) to Jon Davey Drive 23 16 -7 - - 1.56 � �Treleigh Rbt/35 A3047(E) to A3047(W) 353 329 -24 - - 1.32 � �Treleigh Rbt/35 A3047(E) to A3047(E) 3 0 -3 - - 2.44 � �Treleigh Rbt/35 Jon Davey Drive to A3047(W) 40 38 -2 - - 0.29 � �Treleigh Rbt/35 Jon Davey Drive to A3047(E) 22 19 -3 - - 0.64 � �Treleigh Rbt/35 Jon Davey Drive to Jon Davey Drive 1 0 -1 - - 1.41 � �East End/15 A393 (N) to A393 (S) 196 198 2 - - 0.14 � �East End/15 A393 (N) to East End Lane 111 125 14 - - 1.24 � �East End/15 A393 (S) to East End Lane 4 4 0 - - 0.01 � �East End/15 East End Lane to A393 (N) 165 159 -6 - - 0.49 � �East End/15 East End Lane to A393 (S) 10 4 -6 - - 2.25 � �East End/15 A303 (S) to A393 (N) 165 168 3 - - 0.21 � �A3047/Mount Ambrose/36 A393(N) to A393(S) 207 224 17 - - 1.16 � �A3047/Mount Ambrose/36 A393(N) to A3047 322 324 2 - - 0.08 � �A3047/Mount Ambrose/36 A393(N) to A393(N) 0 0 0 - - 0.00 � �A3047/Mount Ambrose/36 A3047 to A393(N) 267 271 4 - - 0.26 � �A3047/Mount Ambrose/36 A3047 to A393(S) 111 81 -30 - - 3.11 � �A3047/Mount Ambrose/36 A3047 to A3047 1 0 -1 - - 1.41 � �A3047/Mount Ambrose/36 A393(S) to A3047 137 76 -61 - - 5.94 � �A3047/Mount Ambrose/36 A393(S) to A393(N) 213 235 22 - - 1.47 � �A3047/Mount Ambrose/36 A393(S) to A393(S) 4 0 -4 - - 2.82 � �A3047/29 Station Rd to Fore St (W)/Church Street 112 112 0 - - 0.01 � �A3047/29 Station Rd to Fore St (E) 87 79 -8 - - 0.85 � �A3047/29 Station Rd to Station Rd 2 0 -2 - - 2.06 � �A3047/29 Fore St (E) to Station Rd 72 38 -34 - - 4.57 � �A3047/29 Fore St (E) to Fore St (W)/Church Rd 580 592 12 - - 0.48 � �A3047/29 Fore St (E) to Fore St (E) 3 0 -3 - - 2.52 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Mountwhistle Rd (E) 49 47 -2 - - 0.24 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Park Rd 43 45 2 - - 0.25 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (E) 88 92 4 - - 0.45 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Mountwhistle Rd (W) 136 128 -8 - - 0.73 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Park Rd 51 52 1 - - 0.17 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (W) 38 40 2 - - 0.31 � �Church Rd/40 Church Rd(N) to Moorfield Rd 27 27 0 - - 0.09 � �Church Rd/40 Church Rd(N) to Church Rd(S) 207 190 -17 - - 1.22 � �Church Rd/40 Church Rd(N) to Church Rd(N) 1 0 -1 - - 1.45 � �Church Rd/40 Church Rd(S) to Church Rd(S) 146 150 4 - - 0.34 � �Church Rd/40 Church Rd(S) to Moorfield Rd 64 71 7 - - 0.79 � �Church Rd/40 Church Rd(S) to Church Rd(S) 2 0 -2 - - 2.06 � �Church Rd/40 Moorfield Rd to Church Rd(S) 74 85 11 - - 1.23 � �Church Rd/40 Moorfield Rd to Church Rd(N) 34 35 1 - - 0.20 � �Church Rd/40 Moorfield Rd to Moorfield Rd 1 0 -1 - - 1.45 � �A3047/29 Fore St (W) to Church Rd 68 88 20 - - 2.30 � �A3047/29 Fore St (W) to Fore St (E)/Station Rd 498 546 48 - - 2.10 � �A3047/29 Fore St (W) to Fore St (W) 2 0 -2 - - 2.06 � �A3047/29 Church Rd to Fore St (E)/Station Rd 202 203 1 - - 0.07 � �A3047/29 Church Rd to Fore St (W) 89 103 14 - - 1.45 � �A3047/29 Church Rd to Church Rd 0 0 0 - - 0.00 � �Agar Rd/Chili Rd/33 Agar Rd to Chili Rd 134 129 -5 - - 0.42 � �Agar Rd/Chili Rd/33 Agar Rd(W) to Agar Rd(E) 595 673 78 - - 3.10 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd 2 13 11 - - 4.00 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Agar Rd(W) 634 690 56 - - 2.16 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Chili Rd 1 13 12 - - 4.53 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd(W) 66 61 -5 - - 0.61 � �Tolgus Hill/20 Tolgus Vean to Tolgus Place 34 0 -34 - - 8.30 � �Tolgus Hill/20 Tolgus Vean to Tolgus Hill 143 85 -58 - - 5.42 � �Tolgus Hill/20 Tolgus Vean to Tesco 169 169 0 - - 0.02 � �Tolgus Hill/20 Tolgus Vean to Tolgus Vean 3 0 -3 - - 2.47 � �

Flow Criteria (vph)Within DMRB Observed

FlowModelled

Flow

Page 109: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

InterPeak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowTolgus Hill/20 Tesco to Tolgus Vean 98 73 -25 - - 2.73 � �Tolgus Hill/20 Tesco to Tolgus Place 103 112 9 - - 0.83 � �Tolgus Hill/20 Tesco to Tolgus Hill 126 125 -1 - - 0.06 � �Tolgus Hill/20 Tesco to Tesco 0 0 0 - - 0.00 � �Tolgus Hill/20 Tolgus Hill to Tesco 155 159 4 - - 0.31 � �Tolgus Hill/20 Tolgus Hill to Tolgus Vean 173 158 -15 - - 1.19 � �Tolgus Hill/20 Tolgus Hill to Tolgus Place 124 128 4 - - 0.39 � �Tolgus Hill/20 Tolgus Hill to Tolgus Hill 0 0 0 - - 0.00 � �Higher Broad Lane/41 Higher Broad Lane(N) to Higher Broad Lane(S) 136 127 -9 - - 0.77 � �Higher Broad Lane/41 Higher Broad Lane(N) to Balkin Way 46 53 7 - - 1.05 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(S) 40 47 7 - - 1.14 � �Higher Broad Lane/41 Higher Broad Lane(S) to Balkin Way 56 62 6 - - 0.82 � �Higher Broad Lane/41 Higher Broad Lane(S) to Higher Broad Lane(N) 175 176 1 - - 0.05 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(N) 31 36 5 - - 0.79 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(S) 432 427 -5 - - 0.23 � �A3047 Tolgus Rbt/34 A3047(N) to Tolgus Place 46 0 -46 - - 9.55 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(N) 2 0 -2 - - 2.01 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(N) 155 155 0 - - 0.01 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(S) 87 42 -45 - - 5.62 � �A3047 Tolgus Rbt/34 Tolgus Place to Tolgus Place 21 0 -21 - - 6.52 � �A3047 Tolgus Rbt/34 A3047(S) to Tolgus Place 24 19 -5 - - 1.14 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(N) 380 404 24 - - 1.21 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(S) 128 120 -8 - - 0.69 � �Spar Lane/31 Lower Broad Lane to Broad Lane 133 128 -5 - - 0.42 � �Spar Lane/31 Lower Broad Lane to Spar Lane 21 24 3 - - 0.57 � �Spar Lane/31 Spar Lane to Broad Lane 41 35 -6 - - 0.90 � �Spar Lane/31 Broad Lane to Spar Lane 40 39 -1 - - 0.08 � �Spar Lane/31 Broad Lane to Lower Broad Lane 147 147 0 - - 0.00 � �Spar Lane/31 Spar Lane to Lower Broad Lane 25 26 1 - - 0.13 � �Camborne West/23 B to A 5 1 -4 - - 2.35 � �Camborne West/23 B to F 112 126 14 - - 1.24 � �Camborne West/23 D to C & E to C 88 88 0 - - 0.01 � �Camborne West/23 F to C 1 1 0 - - 0.02 � �Camborne West/23 E to D 215 254 39 - - 2.57 � �Camborne West/23 E to F & E to C 8 7 -1 - - 0.43 � �Churchview Rd/24 To A30 Rdbt' to Treswithian Rd (E) 298 349 51 - - 2.81 � �Churchview Rd/24 To A30 Rdbt to Treswithian Rd (W) 60 51 -9 - - 1.25 � �Churchview Rd/24 To A30 Rdbt to 'To A30 Rdbt' 1 0 -1 - - 1.43 � �Churchview Rd/24 Treswithian Rd (W) to 'To A30 Rdbt' 51 36 -15 - - 2.29 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (E) 85 62 -23 - - 2.67 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (W) 0 0 0 - - 0.00 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (W) 124 111 -13 - - 1.17 � �Churchview Rd/24 Treswithian Rd (E) to 'To A30 Rdbt' 248 287 39 - - 2.36 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (E) 3 0 -3 - - 2.48 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (E) 11 2 -9 - - 3.59 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (W) 97 126 29 - - 2.74 � �Treswithian Rd/25 Weeth Lane to Weeth Lane 0 0 0 - - 0.00 � �Treswithian Rd/25 Treswithian Rd (W) to Weeth Lane 56 68 12 - - 1.50 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (E) 330 375 45 - - 2.39 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (W) 5 0 -5 - - 3.20 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (W) 283 333 50 - - 2.84 � �Treswithian Rd/25 Treswithian Rd (E) to Weeth Lane 7 2 -5 - - 2.41 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (E) 3 0 -3 - - 2.48 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (E)Trelawney Rd 152 154 2 - - 0.14 � �Tehidy Rd Tehidy Rd (W) to Weeth Rd 27 28 1 - - 0.27 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (W) 0 0 0 - - 0.00 � �Tehidy Rd Weeth Rd to Tehidy Rd (W) 27 26 -1 - - 0.11 � �Tehidy Rd Weeth Rd to Tehidy Rd (E)/Trelawney Rd 68 77 9 - - 1.00 � �Tehidy Rd Weeth Rd to Weeth Rd 0 0 0 - - 0.00 � �Commercial Street/26 Church St to Trelowarren St 263 222 -41 - - 2.61 � �Commercial Street/26 Church St to Commercial St 210 187 -23 - - 1.60 � �Commercial Street/26 Church St to Church St 8 0 -8 - - 4.04 � �Commercial Street/26 Commercial St to Church St 298 280 -18 - - 1.09 � �Commercial Street/26 Commercial St to Trelowarren St 186 92 -94 - - 7.97 � �Commercial Street/26 Commercial St to Commercial St 6 2 -4 - - 2.05 � �Camborne West/23 A to G 15 16 1 - - 0.17 � �Camborne West/23 B to G & F to G 177 194 17 - - 1.26 � �Tehidy Rd Trelawney Rd to Weeth Rd/Tehidy Rd (W) 64 61 -3 - - 0.43 � �Tehidy Rd Trelawney Rd to Tehidy Rd (E) 27 36 9 - - 1.68 � �Tehidy Rd Trelawney Rd to Trelawney Rd 0 0 0 - - 0.00 � �Tehidy Rd Tehidy Rd (E) to Trelawney Rd 25 44 19 - - 3.33 � �Tehidy Rd Tehidy Rd (E) to Weeth Rd/Tehidy Rd (W) 153 174 21 - - 1.62 � �Tehidy Rd Tehidy Rd (E) to Tehidy Rd (E) 2 0 -2 - - 2.02 � �Camborne West/23 F to G 176 194 18 - - 1.34 � �Camborne West/23 D to C 88 88 0 - - 0.01 � �Camborne West/23 E to F 8 7 -1 - - 0.43 � �Wesley St/27 Wesley St to Centenary St 614 545 -69 - - 2.86 � �Wesley St/27 Trelowarren St to Centenary St 48 22 -26 - - 4.33 � �Wesley St/27 Centenary St to Wesley St 309 311 2 - - 0.09 � �Wesley St/27 Trelowarren St to Wesley St 301 268 -33 - - 1.98 � �Tesco Rdbt/12 Wesley Street to Foundry Rd 178 186 8 - - 0.59 � �Tesco Rdbt/12 Wesley Steet to Doloarth Rd/Roskear Rd 419 406 -13 - - 0.63 � �Tesco Rdbt/12 Wesley Street to Wesley street 8 0 -8 - - 4.02 � �Tesco Rdbt/12 Foundry Rd to Dolcoath Rd/Roskear Rd 228 208 -20 - - 1.33 � �Tesco Rdbt/12 Foundry Rd to Wesley Rd 249 245 -4 - - 0.24 � �Tesco Rdbt/12 Foundry Rd to Foundry Rd 0 1 1 - - 0.00 � �Cross Street/10 South Terrace (E) to Cross Street 211 54 -157 - - 13.66 � �Cross Street/10 South Terrace (E) to Basset Rd/South T/Trevu Td 465 430 -35 - - 1.67 � �Cross Street/10 South Terrace (E) to South Terrace (E) 3 0 -3 - - 2.46 � �

Page 110: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

InterPeak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowCross Street/10 Cross Street to Basset Street/South T/Trevu Rd 61 60 -1 - - 0.09 � �Cross Street/10 Cross Street to South Terrace (E) 5 1 -4 - - 2.33 � �Cross Street/10 Cross Street to Cross Street 0 0 0 - - 0.00 � �Trevenson St/11 Trevenson St (E) to Stray Park Rd 8 3 -5 - - 2.16 � �Trevenson St/11 Trevenson St (E) to Treveson St (W) 644 555 -89 - - 3.64 � �Trevenson St/11 Stray Park Rd to Treveson (W) 51 47 -4 - - 0.51 � �Trevenson St/11 Treveson St (W) to Treveson St (E) 291 292 1 - - 0.04 � �Trevenson St/11 Treveson St (W) to Stray Park Rd 22 23 1 - - 0.16 � �Trevenson St/11 Stray Park Rd to Treveson (E) 8 3 -5 - - 2.16 � �Basset Rd/9 Basset Rd to South Terrace (E) 27 33 6 - - 1.04 � �Basset Rd/9 Basset Rd to South Terrace (W) 58 31 -27 - - 4.00 � �Basset Rd/9 Basset Rd to Basset Rd 1 0 -1 - - 1.42 � �Basset Rd/9 South Terrace (W) to Basset Rd 105 119 14 - - 1.31 � �Basset Rd/9 South Terrace (w) to South Terrace (E) 157 150 -7 - - 0.55 � �Basset Rd/9 South Terrace (W) to South Terrace (W) 0 2 2 - - 2.00 � �Basset Rd/9 South Terrace (E) to South Terrace (W) 293 294 1 - - 0.04 � �Basset Rd/9 South Terrace (E) to Basset Rd 221 237 16 - - 1.02 � �Basset Rd/9 South Terrace (E) to South Terrace (E) 1 0 -1 - - 1.42 � �Pendarves Rd/8 Pendarves Rd (N) to Barriper Rd 45 40 -5 - - 0.69 � �Pendarves Rd/8 Pendarves Rd (N) to Pendarves Rd (S) 236 227 -9 - - 0.57 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (S) 8 5 -3 - - 1.21 � �Pendarves Rd/8 Pendarves Rd (S) to Barriper Rd 22 4 -18 - - 5.04 � �Pendarves Rd/8 Pendarves Rd (S) to Pendarves Rd (N) 125 138 13 - - 1.10 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (N) 97 105 8 - - 0.79 � �Cross Street/10 Basset Street to South Terrace (W) 10 12 2 - - 0.57 � �Cross Street/10 Basset Street to Trevu Rd 63 65 2 - - 0.29 � �Cross Street/10 Basset Street to South Terrace (E)/Cross Street 103 105 2 - - 0.18 � �Cross Street/10 South Terrace (W) to Trevu Rd 31 31 0 - - 0.06 � �Cross Street/10 South Terrace (W) to South Terrace (E)Cross Street 153 143 -10 - - 0.80 � �Cross Street/10 South Terrace (W) to South Terrace (W) 1 0 -1 - - 1.42 � �Cross Street/10 Trevu Rd to South Terrace (E)/Cross Street 59 65 6 - - 0.81 � �Cross Street/10 Trevu Rd to South Terrace (W) 91 101 10 - - 1.02 � �Cross Street/10 Trevu Rd to Trevu Rd 0 0 0 - - 0.00 � �Tesco Rdbt/12 Dolcoath Rd to Roskear Rd 0 16 16 - - 5.66 � �Tesco Rdbt/12 Dolcoath Rd to Wesley Street/Foundry Rd 0 68 68 - - 11.66 � �Tesco Rdbt/12 Roskear Rd to Wesley Street/Foundry Rd 636 531 -105 - - 4.35 � �Tesco Rdbt/12 Roskear Rd to Dolcoath Rd 0 1 1 - - 0.00 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (E) 42 71 29 - - 3.88 � �Treverno Rd/7 Treverno Rd to South Roskear Rd 20 17 -3 - - 0.79 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (W) 7 7 0 - - 0.06 � �Treverno Rd/7 North Roskear Rd (W) to Treverno Rd 5 5 0 - - 0.05 � �Treverno Rd/7 North Roskear Rd (W) to North Roskear Rd (E) 92 135 43 - - 4.04 � �Treverno Rd/7 North Roskear Rd (W) to South Roskear Rd 18 19 1 - - 0.14 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (W) 17 17 0 - - 0.09 � �Treverno Rd/7 South Roskear Rd to Treverno Rd 18 19 1 - - 0.14 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (E) 5 53 48 - - 8.89 � �Treverno Rd/7 North Roskear Rd (E) to South Roskear Rd 3 39 36 - - 7.84 � �Treverno Rd/7 North Roskear Rd (E) to North Roskear Rd (W) 99 127 28 - - 2.63 � �Treverno Rd/7 North Roskear Rd (E) to Treverno Rd 46 66 20 - - 2.68 � �Roskear Rd/13 Pendarves Street (W) to South Roskear Terrace 79 79 0 - - 0.04 � �Roskear Rd/13 Pendarves Street (W) to Pendarves Street (E) 582 535 -47 - - 2.00 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (E) 31 24 -7 - - 1.27 � �Roskear Rd/13 Pendarves Street (E) to Pendarves Street (W) 511 519 8 - - 0.37 � �Roskear Rd/13 Pendarves Street (E) to South Roskear Terrace 23 24 1 - - 0.10 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (W) 60 57 -3 - - 0.43 � �East Hill/28 Tolvaddon Rd to Trevenson RdDudnance Ln 275 238 -37 - - 2.30 � �East Hill/28 Tolvaddon Rd to East Hill 205 275 70 - - 4.50 � �East Hill/28 East Hill to Tolvaddon Rd 251 278 27 - - 1.64 � �East Hill/28 East Hill to Trevenson Rd/Dudnance Ln 497 594 97 - - 4.13 � �Tolvaddon Interchange/30 Movement 2 269 301 32 - - 1.92 � �Tolvaddon Interchange/30 D-C 1 4 3 - - 1.88 � �Tolvaddon Interchange/30 Movement 1 48 48 0 - - 0.00 � �Tolvaddon Interchange/30 A-C 207 207 0 - - 0.02 � �Tolvaddon Interchange/30 A-B 47 48 1 - - 0.15 � �Tolvaddon Interchange/30 C-B&D-B 149 160 11 - - 0.87 � �Tolvaddon Interchange/30 D-A&C-A 393 397 4 - - 0.19 � �Tolvaddon Jct/14B C-B 238 240 2 - - 0.13 � �Tolvaddon Jct/14B C-A 4 5 1 - - 0.43 � �Tolvaddon Jct/14B A-C 11 15 4 - - 1.04 � �Tolvaddon Jct/14B A-B 16 15 -1 - - 0.34 � �Tolvaddon Jct/14B B-A 32 29 -3 - - 0.48 � �Tolvaddon Jct/14B B-C 362 369 7 - - 0.39 � �Tolvaddon Jct/14A C-B 146 154 8 - - 0.65 � �Tolvaddon Jct/14A C-A 46 48 2 - - 0.30 � �Tolvaddon Jct/14A A-C 65 62 -3 - - 0.42 � �Tolvaddon Jct/14A A-B 96 91 -5 - - 0.52 � �Tolvaddon Jct/14A B-A 135 94 -41 - - 3.82 � �Tolvaddon Jct/14A B-C 238 289 51 - - 3.14 � �East Hill/28 Dudnance Lane to East Hill/Tolvaddon Rd 202 186 -16 - - 1.17 � �East Hill/28 Dudnance Lane to Trevenson Rd 62 81 19 - - 2.21 � �East Hill/28 Trevenson Rd to Dudnance Lane 69 65 -4 - - 0.54 � �East Hill/28 Trevenson Rd to East Hill/Tolvaddon Rd 591 628 37 - - 1.48 � �Station Rd/5 Wesley St to Station Rd/Fore St 178 71 -107 - - 9.60 � �Station Rd/5 Wesley St to Higher Fore St 34 24 -10 - - 1.89 � �Rose Hill/19 Tolgus Hill to Roach's Row & Rose Hill 12 15 3 - - 0.69 � �Rose Hill/19 Tolgus Hill to Southgate Street 279 183 -96 - - 6.30 � �Rose Hill/19 Southgate Street to Tolgus Hill 386 321 -65 - - 3.48 � �Rose Hill/19 Southgate Street to Roach's Row/Rose Hill 10 7 -3 - - 1.14 � �Rose Hill/19 Roach's Row/Rose Hill to Southgate Street 31 14 -17 - - 3.60 � �

Page 111: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

InterPeak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowRose Hill/19 Roach's Row/Rose Hill to Tolgus Hill 19 23 4 - - 0.95 � �School Lane/6 East End to School Lane/Depps Terrace 62 65 3 - - 0.36 � �School Lane/6 East End to Drump Rd 46 55 9 - - 1.33 � �School Lane/6 Drump Rd to East End 36 39 3 - - 0.45 � �School Lane/6 Drump Rd to School Lane/Depps Terrace 77 178 101 - - 8.98 � �Chapel Rd/18 Falmouth Rd to Clinton Rd 1 0 -1 - - 0.00 � �Chapel Rd/18 Falmouth Rd to Southgate Street 165 113 -52 - - 4.39 � �Chapel Rd/18 Falmouth Rd to Buckett's Hill 52 39 -13 - - 1.90 � �Chapel Rd/18 Buckett's Hill to Falmouth Rd 52 47 -5 - - 0.68 � �Chapel Rd/18 Buckett's Hill to Clinton Rd 55 29 -26 - - 4.00 � �Chapel Rd/18 Buckett's Hilll to Southgate Street 83 84 1 - - 0.12 � �Chapel Rd/18 Southgate Street to Buckett's Hill 127 45 -82 - - 8.88 � �Chapel Rd/18 Southgate Street to Falmouth Rd 227 197 -30 - - 2.05 � �Chapel Rd/18 Southgate Street to Clinton Rd 23 11 -12 - - 2.87 � �Chapel Rd/18 Clinton Rd to Southgate Street 38 14 -24 - - 4.76 � �Chapel Rd/18 Clinton Rd to Buckett's Hill 45 30 -15 - - 2.38 � �Chapel Rd/18 Clinton Rd to Falmouth Rd 1 0 -1 - - 1.44 � �South Downs/17 South Downs (W) to Sandy Lane 71 72 1 - - 0.06 � �South Downs/17 South Downs (W) to South Downs (E) 220 171 -49 - - 3.48 � �South Downs/17 South Downs (W) to South Downs (W) 2 0 -2 - - 2.04 � �South Downs/17 South Downs (E) to South Downs (W) 249 220 -29 - - 1.87 � �South Downs/17 South Downs (E) to Sandy Lane 122 155 33 - - 2.78 � �South Downs/17 South Downs (E) to South Downs (E) 0 0 0 - - 0.00 � �South Downs/17 Sandy Lane to South Downs (E) 138 205 67 - - 5.13 � �South Downs/17 Sandy Lane to South Downs (W) 88 86 -2 - - 0.22 � �South Downs/17 Sandy Lane to Sandy Lane 0 0 0 - - 0.00 � �Station Rd/5 Fore St to Higher Fore St/ Wesley St 181 207 26 - - 1.84 � �Station Rd/5 Fore St to Station Rd 179 70 -109 - - 9.79 � �Station Rd/5 Station Rd to Fore St 19 2 -17 - - 5.18 � �Station Rd/5 Station Rd to Higher Fore St/ Wesley St 132 83 -49 - - 4.69 � �School Lane/6 Depps Terrace to Drump Rd/East End 227 224 -3 - - 0.19 � �School Lane/6 Depps Terrace to School Lane 11 8 -3 - - 1.09 � �School Lane/6 School Lane to Depps Terrace 7 7 0 - - 0.09 � �School Lane/6 School Lane to Drump Rd/East End 104 154 50 - - 4.44 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (E) 5 8 3 - - 1.15 � �Churchview Rd/2 Churchview Rd to Lower Pengeon 7 3 -4 - - 1.82 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (W) 7 7 0 - - 0.03 � �Churchview Rd/2 Dolcoath Rd (W) to Churchview Rd 2 8 6 - - 2.67 � �Churchview Rd/2 Dolcoath Rd (W) to Dolcoath Rd (E) 52 80 28 - - 3.50 � �Churchview Rd/2 Dolcoath Rd (W) to Lower Pengeon 10 0 -10 - - 4.50 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (W) 9 0 -9 - - 4.27 � �Churchview Rd/2 Lower Pengeon to Churchview Rd 9 3 -6 - - 2.48 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (E) 37 38 1 - - 0.09 � �Churchview Rd/2 Dolcoath Rd (E) to Lower Pengeon 57 60 3 - - 0.44 � �Churchview Rd/2 Dolcoath Rd (E) to Dolcoath Rd (W) 56 70 14 - - 1.81 � �Churchview Rd/2 Dolcoath Rd (E) to Churchview Rd 6 7 1 - - 0.36 � �Dudnance Lane/3 Dudnance Lane to Station Rd 102 99 -3 - - 0.31 � �Dudnance Lane/3 Dudnance Lane to Tincroft Rd 82 106 24 - - 2.48 � �Dudnance Lane/3 Tincroft Rd to Station Rd 146 144 -2 - - 0.14 � �Dudnance Lane/3 Station Rd to Tincroft Rd 139 148 9 - - 0.79 � �Dudnance Lane/3 Station Rd to Dudnance Lane 52 54 2 - - 0.33 � �Dudnance Lane/3 Tincroft Rd to Dudnance Lane 135 171 36 - - 2.95 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Carnbrea Lane 4 5 1 - - 0.45 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Wilson Way 148 148 0 - - 0.03 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Wilaon Way 21 35 14 - - 2.60 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Avenue 138 138 0 - - 0.04 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Lane 8 27 19 - - 4.51 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Carnbrea Avenue 14 11 -3 - - 0.89 � �Sandy Lane/16 St Day Rd (W) to Sandy Lane/St Day Rd (E) 67 31 -36 - - 5.13 � �Sandy Lane/16 St Day Rd (W) to Lower Pengeon 27 29 2 - - 0.47 � �Sandy Lane/16 St Day Rd (W) to St Day Rd (W) 0 0 0 - - 0.00 � �Sandy Lane/16 Lower Pengeon to St Day Rd (W) 20 13 -7 - - 1.65 � �Sandy Lane/16 Lower Pengeon to Sandy Lane/St Day Rd (E) 189 269 80 - - 5.30 � �Sandy Lane/16 Lower Pengeon to Lower Pengeon 1 0 -1 - - 1.40 � �Sandy Lane/16 Sandy Lane to St Day Rd (E) 28 28 0 - - 0.09 � �Sandy Lane/16 Sandy Lane to Lower Pengeon/St Day Rd (W) 237 304 67 - - 4.08 � �Sandy Lane/16 Sandy Lane to Sandy Lane 1 0 -1 - - 1.40 � �Sandy Lane/16 St Day Rd (E) to Lower Pengeon/ St Day Rd (W) 49 22 -27 - - 4.55 � �Sandy Lane/16 St Day Rd (E) to Sandy Lane 38 27 -11 - - 1.98 � �Sandy Lane/16 St Day Rd (E) to St Day Rd (E) 0 0 0 - - 0.00 � �Church town/37 NB, Unnamed Rd to Barncoose Terrace 28 62 34 - - 5.07 � �A30-A3047/21 Exit C 564 616 52 - - 2.14 � �A30-A3047/21 Exit A30 (E) 236 241 5 - - 0.34 � �A30-A3047/21 Exit A30 (W) 349 390 41 - - 2.15 � �A30-A3047/21 Entry A30 (E) 317 307 -10 - - 0.59 � �A30-A3047/21 Entry C 595 610 15 - - 0.61 � �A30-A3047/21 Entry A30 (W) 288 316 28 - - 1.59 � �A30-A3047/21 Entry A 160 211 51 - - 3.72 � �A30-A3047/21 Exit A 198 197 -1 - - 0.07 � �Church town/37 SB, Barncoose Terrace to Unnamed Rd 38 40 2 - - 0.37 � �

Page 112: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

InterPeak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Wilson way/38 Druid's Rd(N) to Wilson Way(E) 9 6 -3 - - 1.17 � �Wilson way/38 Druid's Rd(N) to Wilson Way(W) 21 13 -8 - - 2.02 � �Wilson way/38 Wilson Way(W) to Druid's Rd(N) 21 12 -9 - - 2.15 � �Wilson way/38 Wilson Way(W) to Wilson Way(E) 3 5 2 - - 0.90 � �Wilson way/38 Wilson Way(E) to Wilson Way(W) 8 24 16 - - 4.07 � �Wilson way/38 Wilson Way(E) to Druid's Rd(N) 2 1 -1 - - 0.88 � �Agar Rd/32 Chariot Rd to Barncoose Terrace 5 5 0 - - 0.17 � �Agar Rd/32 Chariot Rd to Agar Rd 0 0 0 - - 0.00 � �Agar Rd/32 Agar Rd to Chariot Rd 0 0 0 - - 0.00 � �Agar Rd/32 Agar Rd to Barncoose Terrace 36 50 14 - - 2.11 � �Agar Rd/32 Barncoose Terrace to Agar Rd 51 47 -4 - - 0.51 � �Agar Rd/32 Barncoose Terrace to Chariot Rd 5 7 2 - - 0.89 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (E) 17 4 -13 - - 4.12 � �Close Hill Rdbt/22 To A30 Rdbt to Close Hill 6 5 -1 - - 0.54 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (W) 18 23 5 - - 1.18 � �Close Hill Rdbt/22 To A30 Rdbt to 'To A30 Rdbt' 0 0 0 - - 0.00 � �Close Hill Rdbt/22 A3047 (W) to 'To A30 Rdbt' 17 26 9 - - 2.03 � �Close Hill Rdbt/22 A3027 (W) to A3047 (E) 13 9 -3 - - 1.03 � �Close Hill Rdbt/22 A3047 (W) to Close Hill 3 1 -2 - - 1.88 � �Close Hill Rdbt/22 A3047 (W) to A3047 (W) 0 0 0 - - 0.00 � �Close Hill Rdbt/22 Close Hill to A3047 (W) 1 0 -1 - - 1.12 � �Close Hill Rdbt/22 Close Hill to 'To A30 Rdbt' 2 1 -1 - - 1.34 � �Close Hill Rdbt/22 Close Hill to A3047 (E) 1 5 4 - - 2.36 � �Close Hill Rdbt/22 Close Hill to Close Hill 0 0 0 - - 0.00 � �Close Hill Rdbt/22 A3047 (E) to Close Hill 3 28 25 - - 6.37 � �Close Hill Rdbt/22 A3047 (E) to A3047 (W) 17 6 -11 - - 3.41 � �Close Hill Rdbt/22 A3047 (E) to 'To A30 Rdbt' 28 13 -15 - - 3.32 � �Close Hill Rdbt/22 A3047 (E) to A3047 (E) 0 1 1 - - 0.00 � �Treleigh Rbt/35 A3047(W) to A3047(E) 26 17 -9 - - 1.97 � �Treleigh Rbt/35 A3047(W) to Jon Davey Drive 5 2 -3 - - 1.68 � �Treleigh Rbt/35 A3047(W) to A3047(W) 0 0 0 - - 0.00 � �Treleigh Rbt/35 A3047(E) to Jon Davey Drive 10 1 -9 - - 3.69 � �Treleigh Rbt/35 A3047(E) to A3047(W) 42 42 0 - - 0.01 � �Treleigh Rbt/35 A3047(E) to A3047(E) 0 0 0 - - 0.00 � �Treleigh Rbt/35 Jon Davey Drive to A3047(W) 6 9 3 - - 1.10 � �Treleigh Rbt/35 Jon Davey Drive to A3047(E) 5 0 -5 - - 2.87 � �Treleigh Rbt/35 Jon Davey Drive to Jon Davey Drive 0 0 0 - - 0.00 � �East End/15 A393 (N) to A393 (S) 12 10 -2 - - 0.72 � �East End/15 A393 (N) to East End Lane 5 2 -3 - - 1.87 � �East End/15 A393 (S) to East End Lane 1 0 -1 - - 1.10 � �East End/15 East End Lane to A393 (N) 8 5 -3 - - 1.18 � �East End/15 East End Lane to A393 (S) 2 1 -1 - - 1.18 � �East End/15 A303 (S) to A393 (N) 15 1 -14 - - 5.18 � �A3047/Mount Ambrose/36 A393(N) to A393(S) 11 8 -3 - - 0.97 � �A3047/Mount Ambrose/36 A393(N) to A3047 60 35 -25 - - 3.58 � �A3047/Mount Ambrose/36 A393(N) to A393(N) 1 0 -1 - - 0.00 � �A3047/Mount Ambrose/36 A3047 to A393(N) 34 18 -16 - - 3.19 � �A3047/Mount Ambrose/36 A3047 to A393(S) 10 3 -7 - - 2.81 � �A3047/Mount Ambrose/36 A3047 to A3047 1 0 -1 - - 1.41 � �A3047/Mount Ambrose/36 A393(S) to A3047 11 2 -9 - - 3.47 � �A3047/Mount Ambrose/36 A393(S) to A393(N) 18 4 -14 - - 4.26 � �A3047/Mount Ambrose/36 A393(S) to A393(S) 0 0 0 - - 0.00 � �A3047/29 Station Rd to Fore St (W)/Church Street 3 10 7 - - 2.76 � �A3047/29 Station Rd to Fore St (E) 4 6 2 - - 0.84 � �A3047/29 Station Rd to Station Rd 0 0 0 - - 0.00 � �A3047/29 Fore St (E) to Station Rd 4 0 -4 - - 2.52 � �A3047/29 Fore St (E) to Fore St (W)/Church Rd 40 71 31 - - 4.18 � �A3047/29 Fore St (E) to Fore St (E) 0 0 0 - - 0.00 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Mountwhistle Rd (E) 5 2 -3 - - 1.50 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Park Rd 3 0 -3 - - 2.42 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (E) 1 0 -1 - - 0.78 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Mountwhistle Rd (W) 1 3 2 - - 1.19 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Park Rd 3 10 7 - - 2.78 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (W) 2 0 -2 - - 1.93 � �Church Rd/40 Church Rd(N) to Moorfield Rd 0 0 0 - - 0.00 � �Church Rd/40 Church Rd(N) to Church Rd(S) 8 3 -5 - - 2.23 � �Church Rd/40 Church Rd(N) to Church Rd(N) 0 0 0 - - 0.00 � �Church Rd/40 Church Rd(S) to Church Rd(S) 4 13 8 - - 2.89 � �Church Rd/40 Church Rd(S) to Moorfield Rd 2 1 -1 - - 0.84 � �Church Rd/40 Church Rd(S) to Church Rd(S) 1 0 -1 - - 1.45 � �Church Rd/40 Moorfield Rd to Church Rd(S) 2 1 -1 - - 1.08 � �Church Rd/40 Moorfield Rd to Church Rd(N) 2 1 -1 - - 1.28 � �Church Rd/40 Moorfield Rd to Moorfield Rd 0 0 0 - - 0.00 � �A3047/29 Fore St (W) to Church Rd 2 1 -1 - - 0.63 � �A3047/29 Fore St (W) to Fore St (E)/Station Rd 39 50 11 - - 1.61 � �A3047/29 Fore St (W) to Fore St (W) 0 0 0 - - 0.00 � �A3047/29 Church Rd to Fore St (E)/Station Rd 12 3 -9 - - 3.42 � �A3047/29 Church Rd to Fore St (W) 2 1 -1 - - 0.70 � �A3047/29 Church Rd to Church Rd 0 0 0 - - 0.00 � �Agar Rd/Chili Rd/33 Agar Rd to Chili Rd 5 1 -4 - - 2.16 � �Agar Rd/Chili Rd/33 Agar Rd(W) to Agar Rd(E) 33 49 15 - - 2.39 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd 3 1 -2 - - 1.45 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Agar Rd(W) 53 44 -9 - - 1.22 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Chili Rd 1 3 2 - - 1.49 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd(W) 3 1 -2 - - 1.86 � �Tolgus Hill/20 Tolgus Vean to Tolgus Place 0 0 0 - - 0.00 � �Tolgus Hill/20 Tolgus Vean to Tolgus Hill 6 16 10 - - 2.93 � �Tolgus Hill/20 Tolgus Vean to Tesco 0 1 1 - - 0.00 � �Tolgus Hill/20 Tolgus Vean to Tolgus Vean 0 0 0 - - 0.00 � �

Flow Criteria (vph)Within DMRB Observed

FlowModelled

Flow

Page 113: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

InterPeak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowTolgus Hill/20 Tesco to Tolgus Vean 0 0 0 - - 0.00 � �Tolgus Hill/20 Tesco to Tolgus Place 0 5 5 - - 0.00 � �Tolgus Hill/20 Tesco to Tolgus Hill 0 26 26 - - 0.00 � �Tolgus Hill/20 Tesco to Tesco 0 0 0 - - 0.00 � �Tolgus Hill/20 Tolgus Hill to Tesco 0 1 1 - - 0.00 � �Tolgus Hill/20 Tolgus Hill to Tolgus Vean 4 8 4 - - 1.70 � �Tolgus Hill/20 Tolgus Hill to Tolgus Place 7 0 -7 - - 3.47 � �Tolgus Hill/20 Tolgus Hill to Tolgus Hill 0 0 0 - - 0.00 � �Higher Broad Lane/41 Higher Broad Lane(N) to Higher Broad Lane(S) 9 2 -8 - - 3.27 � �Higher Broad Lane/41 Higher Broad Lane(N) to Balkin Way 1 1 0 - - 0.55 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(S) 1 0 -1 - - 0.73 � �Higher Broad Lane/41 Higher Broad Lane(S) to Balkin Way 0 1 1 - - 0.00 � �Higher Broad Lane/41 Higher Broad Lane(S) to Higher Broad Lane(N) 8 1 -7 - - 3.31 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(N) 0 1 1 - - 0.00 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(S) 54 29 -25 - - 3.86 � �A3047 Tolgus Rbt/34 A3047(N) to Tolgus Place 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(N) 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(N) 6 5 -1 - - 0.64 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(S) 4 15 11 - - 3.46 � �A3047 Tolgus Rbt/34 Tolgus Place to Tolgus Place 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 A3047(S) to Tolgus Place 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(N) 45 32 -13 - - 2.08 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(S) 5 2 -3 - - 1.63 � �Spar Lane/31 Lower Broad Lane to Broad Lane 6 1 -5 - - 3.00 � �Spar Lane/31 Lower Broad Lane to Spar Lane 1 0 -1 - - 1.26 � �Spar Lane/31 Spar Lane to Broad Lane 1 0 -1 - - 1.04 � �Spar Lane/31 Broad Lane to Spar Lane 1 0 -1 - - 1.08 � �Spar Lane/31 Broad Lane to Lower Broad Lane 6 1 -6 - - 3.06 � �Spar Lane/31 Spar Lane to Lower Broad Lane 2 0 -2 - - 1.93 � �Camborne West/23 B to A 2 1 -1 - - 1.21 � �Camborne West/23 B to F 10 2 -8 - - 3.13 � �Camborne West/23 D to C & E to C 9 1 -8 - - 3.41 � �Camborne West/23 F to C 1 0 -1 - - 1.12 � �Camborne West/23 E to D 14 8 -7 - - 2.06 � �Camborne West/23 E to F & E to C 0 0 0 - - 0.00 � �Churchview Rd/24 To A30 Rdbt' to Treswithian Rd (E) 18 4 -14 - - 4.26 � �Churchview Rd/24 To A30 Rdbt to Treswithian Rd (W) 5 6 1 - - 0.30 � �Churchview Rd/24 To A30 Rdbt to 'To A30 Rdbt' 0 0 0 - - 0.00 � �Churchview Rd/24 Treswithian Rd (W) to 'To A30 Rdbt' 7 1 -6 - - 3.14 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (E) 2 1 -1 - - 0.73 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (W) 0 0 0 - - 0.00 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (W) 6 1 -5 - - 2.64 � �Churchview Rd/24 Treswithian Rd (E) to 'To A30 Rdbt' 19 2 -18 - - 5.40 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (E) 0 0 0 - - 0.00 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (E) 0 0 0 - - 0.00 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (W) 5 2 -3 - - 1.74 � �Treswithian Rd/25 Weeth Lane to Weeth Lane 0 0 0 - - 0.00 � �Treswithian Rd/25 Treswithian Rd (W) to Weeth Lane 2 2 0 - - 0.20 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (E) 14 2 -12 - - 4.37 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (W) 0 0 0 - - 0.00 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (W) 20 1 -19 - - 5.96 � �Treswithian Rd/25 Treswithian Rd (E) to Weeth Lane 0 0 0 - - 0.00 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (E) 0 0 0 - - 0.00 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (E)Trelawney Rd 10 2 -9 - - 3.53 � �Tehidy Rd Tehidy Rd (W) to Weeth Rd 5 4 -1 - - 0.50 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (W) 0 0 0 - - 0.00 � �Tehidy Rd Weeth Rd to Tehidy Rd (W) 3 0 -3 - - 2.37 � �Tehidy Rd Weeth Rd to Tehidy Rd (E)/Trelawney Rd 9 2 -7 - - 2.99 � �Tehidy Rd Weeth Rd to Weeth Rd 0 0 0 - - 0.00 � �Commercial Street/26 Church St to Trelowarren St 8 1 -7 - - 3.36 � �Commercial Street/26 Church St to Commercial St 13 24 10 - - 2.44 � �Commercial Street/26 Church St to Church St 0 0 0 - - 0.00 � �Commercial Street/26 Commercial St to Church St 20 1 -19 - - 5.79 � �Commercial Street/26 Commercial St to Trelowarren St 6 8 2 - - 0.74 � �Commercial Street/26 Commercial St to Commercial St 0 0 0 - - 0.00 � �Camborne West/23 A to G 3 0 -3 - - 2.48 � �Camborne West/23 B to G & F to G 19 1 -18 - - 5.68 � �Tehidy Rd Trelawney Rd to Weeth Rd/Tehidy Rd (W) 3 4 1 - - 0.29 � �Tehidy Rd Trelawney Rd to Tehidy Rd (E) 3 1 -2 - - 1.80 � �Tehidy Rd Trelawney Rd to Trelawney Rd 0 0 0 - - 0.00 � �Tehidy Rd Tehidy Rd (E) to Trelawney Rd 2 28 26 - - 6.64 � �Tehidy Rd Tehidy Rd (E) to Weeth Rd/Tehidy Rd (W) 12 33 20 - - 4.31 � �Tehidy Rd Tehidy Rd (E) to Tehidy Rd (E) 0 0 0 - - 0.00 � �Camborne West/23 F to G 19 1 -18 - - 5.68 � �Camborne West/23 D to C 9 1 -8 - - 3.41 � �Camborne West/23 E to F 0 0 0 - - 0.00 � �Wesley St/27 Wesley St to Centenary St 18 7 -11 - - 3.16 � �Wesley St/27 Trelowarren St to Centenary St 1 1 -1 - - 0.57 � �Wesley St/27 Centenary St to Wesley St 7 4 -3 - - 1.27 � �Wesley St/27 Trelowarren St to Wesley St 12 4 -9 - - 3.04 � �Tesco Rdbt/12 Wesley Street to Foundry Rd 4 1 -3 - - 2.29 � �Tesco Rdbt/12 Wesley Steet to Doloarth Rd/Roskear Rd 15 5 -10 - - 3.02 � �Tesco Rdbt/12 Wesley Street to Wesley street 0 0 0 - - 0.00 � �Tesco Rdbt/12 Foundry Rd to Dolcoath Rd/Roskear Rd 2 2 0 - - 0.21 � �Tesco Rdbt/12 Foundry Rd to Wesley Rd 5 4 -2 - - 0.73 � �Tesco Rdbt/12 Foundry Rd to Foundry Rd 0 0 0 - - 0.00 � �Cross Street/10 South Terrace (E) to Cross Street 7 4 -3 - - 1.09 � �Cross Street/10 South Terrace (E) to Basset Rd/South T/Trevu Td 18 8 -11 - - 2.97 � �Cross Street/10 South Terrace (E) to South Terrace (E) 0 0 0 - - 0.00 � �

Page 114: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

InterPeak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowCross Street/10 Cross Street to Basset Street/South T/Trevu Rd 0 2 2 - - 0.00 � �Cross Street/10 Cross Street to South Terrace (E) 0 0 0 - - 0.00 � �Cross Street/10 Cross Street to Cross Street 0 0 0 - - 0.00 � �Trevenson St/11 Trevenson St (E) to Stray Park Rd 0 0 0 - - 0.00 � �Trevenson St/11 Trevenson St (E) to Treveson St (W) 20 7 -13 - - 3.53 � �Trevenson St/11 Stray Park Rd to Treveson (W) 2 5 3 - - 1.41 � �Trevenson St/11 Treveson St (W) to Treveson St (E) 7 3 -4 - - 1.62 � �Trevenson St/11 Treveson St (W) to Stray Park Rd 0 0 0 - - 0.00 � �Trevenson St/11 Stray Park Rd to Treveson (E) 0 0 0 - - 0.00 � �Basset Rd/9 Basset Rd to South Terrace (E) 3 1 -2 - - 1.82 � �Basset Rd/9 Basset Rd to South Terrace (W) 6 21 15 - - 4.12 � �Basset Rd/9 Basset Rd to Basset Rd 0 0 0 - - 0.00 � �Basset Rd/9 South Terrace (W) to Basset Rd 0 3 3 - - 2.35 � �Basset Rd/9 South Terrace (w) to South Terrace (E) 3 3 0 - - 0.21 � �Basset Rd/9 South Terrace (W) to South Terrace (W) 0 0 0 - - 0.00 � �Basset Rd/9 South Terrace (E) to South Terrace (W) 11 8 -3 - - 1.04 � �Basset Rd/9 South Terrace (E) to Basset Rd 6 4 -2 - - 1.01 � �Basset Rd/9 South Terrace (E) to South Terrace (E) 0 0 0 - - 0.00 � �Pendarves Rd/8 Pendarves Rd (N) to Barriper Rd 2 0 -2 - - 1.43 � �Pendarves Rd/8 Pendarves Rd (N) to Pendarves Rd (S) 15 28 13 - - 2.85 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (S) 2 0 -2 - - 1.57 � �Pendarves Rd/8 Pendarves Rd (S) to Barriper Rd 1 0 -1 - - 1.11 � �Pendarves Rd/8 Pendarves Rd (S) to Pendarves Rd (N) 5 1 -4 - - 2.40 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (N) 0 3 3 - - 2.53 � �Cross Street/10 Basset Street to South Terrace (W) 0 1 1 - - 0.00 � �Cross Street/10 Basset Street to Trevu Rd 4 2 -2 - - 0.97 � �Cross Street/10 Basset Street to South Terrace (E)/Cross Street 0 0 0 - - 0.86 � �Cross Street/10 South Terrace (W) to Trevu Rd 0 0 0 - - 0.00 � �Cross Street/10 South Terrace (W) to South Terrace (E)Cross Stree 7 4 -3 - - 1.19 � �Cross Street/10 South Terrace (W) to South Terrace (W) 0 0 0 - - 0.00 � �Cross Street/10 Trevu Rd to South Terrace (E)/Cross Street 0 0 0 - - 0.00 � �Cross Street/10 Trevu Rd to South Terrace (W) 2 2 0 - - 0.16 � �Cross Street/10 Trevu Rd to Trevu Rd 0 0 0 - - 0.00 � �Tesco Rdbt/12 Dolcoath Rd to Roskear Rd 0 0 0 - - 0.00 � �Tesco Rdbt/12 Dolcoath Rd to Wesley Street/Foundry Rd 0 8 8 - - 0.00 � �Tesco Rdbt/12 Roskear Rd to Wesley Street/Foundry Rd 24 11 -14 - - 3.30 � �Tesco Rdbt/12 Roskear Rd to Dolcoath Rd 0 0 0 - - 0.00 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (E) 2 2 0 - - 0.02 � �Treverno Rd/7 Treverno Rd to South Roskear Rd 0 4 4 - - 0.00 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (W) 0 0 0 - - 0.00 � �Treverno Rd/7 North Roskear Rd (W) to Treverno Rd 0 0 0 - - 0.00 � �Treverno Rd/7 North Roskear Rd (W) to North Roskear Rd (E) 2 3 1 - - 0.82 � �Treverno Rd/7 North Roskear Rd (W) to South Roskear Rd 0 3 3 - - 0.00 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (W) 0 1 1 - - 0.00 � �Treverno Rd/7 South Roskear Rd to Treverno Rd 0 0 0 - - 0.00 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (E) 0 0 0 - - 0.00 � �Treverno Rd/7 North Roskear Rd (E) to South Roskear Rd 0 1 1 - - 0.00 � �Treverno Rd/7 North Roskear Rd (E) to North Roskear Rd (W) 5 3 -2 - - 1.01 � �Treverno Rd/7 North Roskear Rd (E) to Treverno Rd 4 25 21 - - 5.56 � �Roskear Rd/13 Pendarves Street (W) to South Roskear Terrace 0 0 0 - - 0.00 � �Roskear Rd/13 Pendarves Street (W) to Pendarves Street (E) 30 9 -20 - - 4.59 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (E) 1 8 7 - - 3.18 � �Roskear Rd/13 Pendarves Street (E) to Pendarves Street (W) 15 8 -7 - - 2.07 � �Roskear Rd/13 Pendarves Street (E) to South Roskear Terrace 1 0 -1 - - 1.14 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (W) 1 1 0 - - 0.26 � �East Hill/28 Tolvaddon Rd to Trevenson RdDudnance Ln 34 16 -18 - - 3.58 � �East Hill/28 Tolvaddon Rd to Tolvaddon Rd 0 0 0 - - 0.00 � �East Hill/28 East Hill to Tolvaddon Rd 9 2 -7 - - 2.93 � �East Hill/28 East Hill to Trevenson Rd/Dudnance Ln 25 17 -7 - - 1.62 � �Tolvaddon Interchange/30 Movement 2 29 5 -23 - - 5.61 � �Tolvaddon Interchange/30 D-C 0 0 0 - - 0.42 � �Tolvaddon Interchange/30 Movement 1 2 1 -1 - - 1.22 � �Tolvaddon Interchange/30 A-C 15 15 0 - - 0.04 � �Tolvaddon Interchange/30 A-B 2 2 0 - - 0.25 � �Tolvaddon Interchange/30 C-B&D-B 19 19 0 - - 0.01 � �Tolvaddon Interchange/30 D-A&C-A 32 3 -28 - - 6.81 � �Tolvaddon Jct/14B C-B 16 15 -2 - - 0.44 � �Tolvaddon Jct/14B C-A 0 0 0 - - 0.00 � �Tolvaddon Jct/14B A-C 1 1 0 - - 0.03 � �Tolvaddon Jct/14B A-B 1 2 1 - - 0.96 � �Tolvaddon Jct/14B B-A 1 1 0 - - 0.24 � �Tolvaddon Jct/14B B-C 31 2 -28 - - 6.94 � �Tolvaddon Jct/14A C-B 13 14 0 - - 0.11 � �Tolvaddon Jct/14A C-A 2 0 -2 - - 1.65 � �Tolvaddon Jct/14A A-C 1 0 -1 - - 1.31 � �Tolvaddon Jct/14A A-B 3 1 -2 - - 1.52 � �Tolvaddon Jct/14A B-A 2 1 -2 - - 1.32 � �Tolvaddon Jct/14A B-C 30 3 -27 - - 6.62 � �East Hill/28 Dudnance Lane to East Hill/Tolvaddon Rd 34 1 -32 - - 7.74 � �East Hill/28 Dudnance Lane to Trevenson Rd 4 4 0 - - 0.12 � �East Hill/28 Trevenson Rd to Dudnance Lane 9 3 -6 - - 2.31 � �East Hill/28 Trevenson Rd to East Hill/Tolvaddon Rd 19 57 37 - - 6.05 � �Station Rd/5 Wesley St to Station Rd/Fore St 7 4 -3 - - 1.24 � �Station Rd/5 Wesley St to Higher Fore St 0 0 0 - - 0.00 � �Rose Hill/19 Tolgus Hill to Roach's Row & Rose Hill 1 0 -1 - - 0.93 � �Rose Hill/19 Tolgus Hill to Southgate Street 8 93 85 - - 11.89 � �Rose Hill/19 Southgate Street to Tolgus Hill 13 3 -10 - - 3.64 � �Rose Hill/19 Southgate Street to Roach's Row/Rose Hill 0 0 0 - - 0.00 � �Rose Hill/19 Roach's Row/Rose Hill to Southgate Street 1 3 2 - - 1.60 � �

Page 115: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

InterPeak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowRose Hill/19 Roach's Row/Rose Hill to Tolgus Hill 0 1 1 - - 0.00 � �School Lane/6 East End to School Lane/Depps Terrace 4 1 -3 - - 1.94 � �School Lane/6 East End to Drump Rd 3 1 -2 - - 1.81 � �School Lane/6 Drump Rd to East End 1 4 3 - - 1.76 � �School Lane/6 Drump Rd to School Lane/Depps Terrace 2 6 3 - - 1.78 � �Chapel Rd/18 Falmouth Rd to Clinton Rd 0 0 0 - - 0.00 � �Chapel Rd/18 Falmouth Rd to Southgate Street 12 13 1 - - 0.20 � �Chapel Rd/18 Falmouth Rd to Buckett's Hill 4 17 13 - - 3.95 � �Chapel Rd/18 Buckett's Hill to Falmouth Rd 8 1 -8 - - 3.67 � �Chapel Rd/18 Buckett's Hill to Clinton Rd 0 0 0 - - 0.00 � �Chapel Rd/18 Buckett's Hilll to Southgate Street 5 2 -3 - - 1.63 � �Chapel Rd/18 Southgate Street to Buckett's Hill 2 2 0 - - 0.20 � �Chapel Rd/18 Southgate Street to Falmouth Rd 7 12 5 - - 1.66 � �Chapel Rd/18 Southgate Street to Clinton Rd 1 1 0 - - 0.55 � �Chapel Rd/18 Clinton Rd to Southgate Street 1 1 0 - - 0.22 � �Chapel Rd/18 Clinton Rd to Buckett's Hill 3 2 -1 - - 0.61 � �Chapel Rd/18 Clinton Rd to Falmouth Rd 0 0 0 - - 0.00 � �South Downs/17 South Downs (W) to Sandy Lane 12 1 -11 - - 4.26 � �South Downs/17 South Downs (W) to South Downs (E) 17 10 -6 - - 1.77 � �South Downs/17 South Downs (W) to South Downs (W) 0 0 0 - - 0.00 � �South Downs/17 South Downs (E) to South Downs (W) 15 14 0 - - 0.13 � �South Downs/17 South Downs (E) to Sandy Lane 17 1 -15 - - 5.14 � �South Downs/17 South Downs (E) to South Downs (E) 0 0 0 - - 0.00 � �South Downs/17 Sandy Lane to South Downs (E) 19 8 -11 - - 3.08 � �South Downs/17 Sandy Lane to South Downs (W) 7 0 -7 - - 3.51 � �South Downs/17 Sandy Lane to Sandy Lane 0 0 0 - - 0.00 � �Station Rd/5 Fore St to Higher Fore St/ Wesley St 3 27 24 - - 6.19 � �Station Rd/5 Fore St to Station Rd 2 6 4 - - 1.97 � �Station Rd/5 Station Rd to Fore St 0 0 0 - - 0.00 � �Station Rd/5 Station Rd to Higher Fore St/ Wesley St 3 5 2 - - 0.97 � �School Lane/6 Depps Terrace to Drump Rd/East End 2 0 -2 - - 1.47 � �School Lane/6 Depps Terrace to School Lane 1 6 5 - - 2.51 � �School Lane/6 School Lane to Depps Terrace 0 0 0 - - 0.00 � �School Lane/6 School Lane to Drump Rd/East End 0 1 1 - - 0.00 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (E) 0 2 2 - - 0.00 � �Churchview Rd/2 Churchview Rd to Lower Pengeon 1 0 -1 - - 1.34 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (W) 0 0 0 - - 0.00 � �Churchview Rd/2 Dolcoath Rd (W) to Churchview Rd 0 0 0 - - 0.00 � �Churchview Rd/2 Dolcoath Rd (W) to Dolcoath Rd (E) 2 1 -1 - - 0.94 � �Churchview Rd/2 Dolcoath Rd (W) to Lower Pengeon 2 0 -2 - - 2.01 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (W) 1 0 -1 - - 1.42 � �Churchview Rd/2 Lower Pengeon to Churchview Rd 0 0 0 - - 0.00 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (E) 1 0 -1 - - 1.40 � �Churchview Rd/2 Dolcoath Rd (E) to Lower Pengeon 1 0 -1 - - 1.42 � �Churchview Rd/2 Dolcoath Rd (E) to Dolcoath Rd (W) 2 8 6 - - 2.54 � �Churchview Rd/2 Dolcoath Rd (E) to Churchview Rd 0 0 0 - - 0.00 � �Dudnance Lane/3 Dudnance Lane to Station Rd 14 4 -10 - - 3.49 � �Dudnance Lane/3 Dudnance Lane to Tincroft Rd 7 4 -3 - - 1.24 � �Dudnance Lane/3 Tincroft Rd to Station Rd 5 1 -4 - - 2.17 � �Dudnance Lane/3 Station Rd to Tincroft Rd 8 2 -7 - - 2.99 � �Dudnance Lane/3 Station Rd to Dudnance Lane 10 4 -6 - - 2.14 � �Dudnance Lane/3 Tincroft Rd to Dudnance Lane 5 2 -3 - - 1.47 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Carnbrea Lane 0 0 0 - - 0.00 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Wilson Way 9 1 -8 - - 3.49 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Wilaon Way 1 6 5 - - 2.59 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Avenue 11 6 -5 - - 1.58 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Lane 1 25 24 - - 6.60 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Carnbrea Avenue 0 0 0 - - 0.00 � �Sandy Lane/16 St Day Rd (W) to Sandy Lane/St Day Rd (E) 2 4 2 - - 0.94 � �Sandy Lane/16 St Day Rd (W) to Lower Pengeon 0 5 5 - - 0.00 � �Sandy Lane/16 St Day Rd (W) to St Day Rd (W) 0 0 0 - - 0.00 � �Sandy Lane/16 Lower Pengeon to St Day Rd (W) 0 0 0 - - 0.00 � �Sandy Lane/16 Lower Pengeon to Sandy Lane/St Day Rd (E) 20 2 -18 - - 5.52 � �Sandy Lane/16 Lower Pengeon to Lower Pengeon 0 0 0 - - 0.00 � �Sandy Lane/16 Sandy Lane to St Day Rd (E) 0 1 1 - - 0.00 � �Sandy Lane/16 Sandy Lane to Lower Pengeon/St Day Rd (W) 26 11 -14 - - 3.31 � �Sandy Lane/16 Sandy Lane to Sandy Lane 0 0 0 - - 0.00 � �Sandy Lane/16 St Day Rd (E) to Lower Pengeon/ St Day Rd (W) 1 4 3 - - 2.03 � �Sandy Lane/16 St Day Rd (E) to Sandy Lane 0 0 0 - - 0.00 � �Sandy Lane/16 St Day Rd (E) to St Day Rd (E) 0 0 0 - - 0.00 � �Church town/37 NB, Unnamed Rd to Barncoose Terrace 0 1 1 - - 0.00 � �A30-A3047/21 Exit C 65 32 -33 - - 4.74 � �A30-A3047/21 Exit A30 (E) 25 26 2 - - 0.30 � �A30-A3047/21 Exit A30 (W) 23 5 -18 - - 4.77 � �A30-A3047/21 Entry A30 (E) 33 23 -10 - - 1.91 � �A30-A3047/21 Entry C 67 40 -27 - - 3.70 � �A30-A3047/21 Entry A30 (W) 19 5 -14 - - 4.04 � �A30-A3047/21 Entry A 11 6 -5 - - 1.69 � �A30-A3047/21 Exit A 15 11 -4 - - 1.09 � �Church town/37 SB, Barncoose Terrace to Unnamed Rd 1 1 0 - - 0.51 � �

Page 116: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

PM Peak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Wilson way/38 Druid's Rd(N) to Wilson Way(E) 23 28 5 - - 1.01 � �Wilson way/38 Druid's Rd(N) to Wilson Way(W) 127 160 33 - - 2.72 � �Wilson way/38 Wilson Way(W) to Druid's Rd(N) 213 209 -4 - - 0.28 � �Wilson way/38 Wilson Way(W) to Wilson Way(E) 9 13 4 - - 1.22 � �Wilson way/38 Wilson Way(E) to Wilson Way(W) 61 55 -6 - - 0.75 � �Wilson way/38 Wilson Way(E) to Druid's Rd(N) 71 72 1 - - 0.16 � �Agar Rd/32 Chariot Rd to Barncoose Terrace 145 163 18 - - 1.42 � �Agar Rd/32 Chariot Rd to Agar Rd 3 30 27 - - 6.65 � �Agar Rd/32 Agar Rd to Chariot Rd 9 20 11 - - 2.90 � �Agar Rd/32 Agar Rd to Barncoose Terrace 650 662 12 - - 0.47 � �Agar Rd/32 Barncoose Terrace to Agar Rd 616 615 -1 - - 0.05 � �Agar Rd/32 Barncoose Terrace to Chariot Rd 245 191 -54 - - 3.65 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (E) 142 122 -20 - - 1.77 � �Close Hill Rdbt/22 To A30 Rdbt to Close Hill 293 326 33 - - 1.90 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (W) 310 357 47 - - 2.60 � �Close Hill Rdbt/22 To A30 Rdbt to 'To A30 Rdbt' 0 0 0 - - 0.00 � �Close Hill Rdbt/22 A3047 (W) to 'To A30 Rdbt' 345 370 25 - - 1.30 � �Close Hill Rdbt/22 A3027 (W) to A3047 (E) 240 242 2 - - 0.14 � �Close Hill Rdbt/22 A3047 (W) to Close Hill 86 83 -3 - - 0.28 � �Close Hill Rdbt/22 A3047 (W) to A3047 (W) 2 0 -2 - - 2.00 � �Close Hill Rdbt/22 Close Hill to A3047 (W) 90 26 -64 - - 8.36 � �Close Hill Rdbt/22 Close Hill to 'To A30 Rdbt' 315 380 65 - - 3.51 � �Close Hill Rdbt/22 Close Hill to A3047 (E) 31 36 5 - - 0.89 � �Close Hill Rdbt/22 Close Hill to Close Hill 0 0 0 - - 0.00 � �Close Hill Rdbt/22 A3047 (E) to Close Hill 60 40 -20 - - 2.79 � �Close Hill Rdbt/22 A3047 (E) to A3047 (W) 284 340 56 - - 3.19 � �Close Hill Rdbt/22 A3047 (E) to 'To A30 Rdbt' 418 344 -74 - - 3.79 � �Close Hill Rdbt/22 A3047 (E) to A3047 (E) 0 4 4 - - 0.00 � �Treleigh Rbt/35 A3047(W) to A3047(E) 390 372 -18 - - 0.93 � �Treleigh Rbt/35 A3047(W) to Jon Davey Drive 8 13 5 - - 1.56 � �Treleigh Rbt/35 A3047(W) to A3047(W) 15 20 5 - - 1.21 � �Treleigh Rbt/35 A3047(E) to Jon Davey Drive 13 12 -1 - - 0.27 � �Treleigh Rbt/35 A3047(E) to A3047(W) 673 589 -84 - - 3.34 � �Treleigh Rbt/35 A3047(E) to A3047(E) 1 0 -1 - - 1.41 � �Treleigh Rbt/35 Jon Davey Drive to A3047(W) 74 78 4 - - 0.50 � �Treleigh Rbt/35 Jon Davey Drive to A3047(E) 29 27 -2 - - 0.35 � �Treleigh Rbt/35 Jon Davey Drive to Jon Davey Drive 0 0 0 - - 0.00 � �East End/15 A393 (N) to A393 (S) 333 327 -6 - - 0.35 � �East End/15 A393 (N) to East End Lane 168 227 59 - - 4.18 � �East End/15 A393 (S) to East End Lane 11 11 0 - - 0.02 � �East End/15 East End Lane to A393 (N) 196 200 4 - - 0.28 � �East End/15 East End Lane to A393 (S) 17 7 -10 - - 2.87 � �East End/15 A303 (S) to A393 (N) 209 220 11 - - 0.75 � �A3047/Mount Ambrose/36 A393(N) to A393(S) 348 400 52 - - 2.67 � �A3047/Mount Ambrose/36 A393(N) to A3047 611 560 -51 - - 2.11 � �A3047/Mount Ambrose/36 A393(N) to A393(N) 1 0 -1 - - 1.41 � �A3047/Mount Ambrose/36 A3047 to A393(N) 349 353 4 - - 0.19 � �A3047/Mount Ambrose/36 A3047 to A393(S) 184 128 -56 - - 4.49 � �A3047/Mount Ambrose/36 A3047 to A3047 1 0 -1 - - 1.41 � �A3047/Mount Ambrose/36 A393(S) to A3047 143 83 -60 - - 5.67 � �A3047/Mount Ambrose/36 A393(S) to A393(N) 271 293 22 - - 1.33 � �A3047/Mount Ambrose/36 A393(S) to A393(S) 4 0 -4 - - 2.82 � �A3047/29 Station Rd to Fore St (W)/Church Rd 176 192 16 - - 1.22 � �A3047/29 Station Rd to Fore St (E) 77 178 101 - - 8.93 � �A3047/29 Station Rd to Station Rd 0 0 0 - - 0.00 � �A3047/29 Fore St (E) to Station Rd 73 71 -2 - - 0.23 � �A3047/29 Fore St (E) to Fore St (W)/Church Rd 691 574 -117 - - 4.67 � �A3047/29 Fore St (E) to Fore St (E) 2 0 -2 - - 2.06 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Mountwhistle Rd (E) 203 304 101 - - 6.34 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Park Rd 77 86 9 - - 0.98 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (E) 88 85 -3 - - 0.30 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Mountwhistle Rd (W) 265 184 -81 - - 5.43 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Park Rd 81 76 -5 - - 0.61 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (W) 61 66 5 - - 0.59 � �Church Rd/40 Church Rd(N) to Moorfield Rd 86 93 7 - - 0.78 � �Church Rd/40 Church Rd(N) to Church Rd(S) 244 310 66 - - 3.95 � �Church Rd/40 Church Rd(N) to Church Rd(N) 0 0 0 - - 0.00 � �Church Rd/40 Church Rd(S) to Church Rd(S) 220 206 -14 - - 0.95 � �Church Rd/40 Church Rd(S) to Moorfield Rd 94 93 -1 - - 0.11 � �Church Rd/40 Church Rd(S) to Church Rd(S) 0 0 0 - - 0.00 � �Church Rd/40 Moorfield Rd to Church Rd(S) 105 97 -8 - - 0.76 � �Church Rd/40 Moorfield Rd to Church Rd(N) 51 51 0 - - 0.04 � �Church Rd/40 Moorfield Rd to Moorfield Rd 0 0 0 - - 0.00 � �A3047/29 Fore St (W) to Church Rd 109 80 -29 - - 2.97 � �A3047/29 Fore St (W) to Fore St (E)/Station Rd 442 309 -133 - - 6.86 � �A3047/29 Fore St (W) to Fore St (W) 3 0 -3 - - 2.52 � �A3047/29 Church Rd to Fore St (E)/Station Rd 238 317 79 - - 4.75 � �A3047/29 Church Rd to Fore St (W) 91 86 -5 - - 0.52 � �A3047/29 Church Rd to Church Rd 0 0 0 - - 0.00 � �Agar Rd/Chili Rd/33 Agar Rd to Chili Rd 175 177 2 - - 0.13 � �Agar Rd/Chili Rd/33 Agar Rd(W) to Agar Rd(E) 663 665 2 - - 0.08 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd 12 17 5 - - 1.27 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Agar Rd(W) 623 624 1 - - 0.03 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Chili Rd 16 21 5 - - 1.11 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd(W) 68 59 -9 - - 1.12 � �Tolgus Hill/20 Tolgus Vean to Tolgus Place 32 0 -32 - - 8.05 � �Tolgus Hill/20 Tolgus Vean to Tolgus Hill 186 147 -39 - - 3.06 � �Tolgus Hill/20 Tolgus Vean to Tesco 221 224 3 - - 0.20 � �Tolgus Hill/20 Tolgus Vean to Tolgus Vean 3 0 -3 - - 2.47 � �Tolgus Hill/20 Tesco to Tolgus Vean 106 61 -45 - - 4.96 � �Tolgus Hill/20 Tesco to Tolgus Place 114 118 4 - - 0.42 � �Tolgus Hill/20 Tesco to Tolgus Hill 143 155 12 - - 0.99 � �Tolgus Hill/20 Tesco to Tesco 0 0 0 - - 0.00 � �

Flow Criteria (vph)Within DMRB Observed

FlowModelled

Flow

Page 117: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

PM Peak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowTolgus Hill/20 Tolgus Hill to Tesco 141 141 0 - - 0.01 � �Tolgus Hill/20 Tolgus Hill to Tolgus Vean 193 259 66 - - 4.42 � �Tolgus Hill/20 Tolgus Hill to Tolgus Place 189 195 6 - - 0.47 � �Tolgus Hill/20 Tolgus Hill to Tolgus Hill 1 0 -1 - - 1.42 � �Higher Broad Lane/41 Higher Broad Lane(N) to Higher Broad Lane(S) 166 174 8 - - 0.60 � �Higher Broad Lane/41 Higher Broad Lane(N) to Balkin Way 58 60 2 - - 0.29 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(S) 60 67 7 - - 0.90 � �Higher Broad Lane/41 Higher Broad Lane(S) to Balkin Way 129 126 -3 - - 0.24 � �Higher Broad Lane/41 Higher Broad Lane(S) to Higher Broad Lane(N) 270 271 1 - - 0.09 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(N) 59 58 -1 - - 0.10 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(S) 730 723 - -0.9% - 0.25 � �A3047 Tolgus Rbt/34 A3047(N) to Tolgus Place 18 0 -18 - - 6.04 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(N) 2 0 -2 - - 2.01 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(N) 173 180 7 - - 0.50 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(S) 131 115 -16 - - 1.42 � �A3047 Tolgus Rbt/34 Tolgus Place to Tolgus Place 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 A3047(S) to Tolgus Place 32 33 1 - - 0.10 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(N) 486 515 29 - - 1.27 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(S) 140 120 -20 - - 1.74 � �Spar Lane/31 Lower Broad Lane to Broad Lane 171 178 7 - - 0.51 � �Spar Lane/31 Lower Broad Lane to Spar Lane 39 41 2 - - 0.39 � �Spar Lane/31 Spar Lane to Broad Lane 46 44 -2 - - 0.24 � �Spar Lane/31 Broad Lane to Spar Lane 56 55 -1 - - 0.10 � �Spar Lane/31 Broad Lane to Lower Broad Lane 245 242 -3 - - 0.21 � �Spar Lane/31 Spar Lane to Lower Broad Lane 39 40 1 - - 0.24 � �Camborne West/23 B to A 7 3 -4 - - 1.84 � �Camborne West/23 B to F 194 150 -44 - - 3.37 � �Camborne West/23 D to C & E to C 164 168 4 - - 0.35 � �Camborne West/23 F to C 5 2 -3 - - 1.65 � �Camborne West/23 E to D 614 730 116 - - 4.46 � �Camborne West/23 E to F & E to C 27 13 -14 - - 3.05 � �Churchview Rd/24 To A30 Rdbt' to Treswithian Rd (E) 629 642 13 - - 0.53 � �Churchview Rd/24 To A30 Rdbt to Treswithian Rd (W) 217 248 31 - - 2.05 � �Churchview Rd/24 To A30 Rdbt to 'To A30 Rdbt' 0 0 0 - - 0.00 � �Churchview Rd/24 Treswithian Rd (W) to 'To A30 Rdbt' 60 45 -15 - - 2.11 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (E) 112 97 -15 - - 1.51 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (W) 0 0 0 - - 0.00 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (W) 210 216 6 - - 0.44 � �Churchview Rd/24 Treswithian Rd (E) to 'To A30 Rdbt' 403 502 99 - - 4.67 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (E) 2 0 -2 - - 2.02 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (E) 15 3 -12 - - 4.07 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (W) 122 182 60 - - 4.90 � �Treswithian Rd/25 Weeth Lane to Weeth Lane 0 0 0 - - 0.00 � �Treswithian Rd/25 Treswithian Rd (W) to Weeth Lane 149 136 -13 - - 1.11 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (E) 571 596 25 - - 1.02 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (W) 2 0 -2 - - 2.02 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (W) 451 604 153 - - 6.67 � �Treswithian Rd/25 Treswithian Rd (E) to Weeth Lane 15 3 -12 - - 4.07 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (E) 0 0 0 - - 0.00 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (E)/Trelawney Rd 188 193 5 - - 0.36 � �Tehidy Rd Tehidy Rd (W) to Weeth Rd 58 38 -20 - - 2.92 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (W) 0 0 0 - - 0.00 � �Tehidy Rd Weeth Rd to Tehidy Rd (W) 35 34 -1 - - 0.13 � �Tehidy Rd Weeth Rd to Tehidy Rd (E)/Trelawney Rd 110 121 11 - - 0.99 � �Tehidy Rd Weeth Rd to Weeth Rd 0 0 0 - - 0.00 � �Commercial Street/26 Church St to Trelowarren St 290 230 -60 - - 3.74 � �Commercial Street/26 Church St to Commercial St 361 428 67 - - 3.38 � �Commercial Street/26 Church St to Church St 3 0 -3 - - 2.48 � �Commercial Street/26 Commercial St to Church St 438 576 138 - - 6.11 � �Commercial Street/26 Commercial St to Trelowarren St 179 123 -56 - - 4.55 � �Commercial Street/26 Commercial St to Commercial St 6 4 -2 - - 0.95 � �Camborne West/23 A to G 11 6 -5 - - 1.79 � �Camborne West/23 B to G & F to G 271 352 81 - - 4.60 � �Tehidy Rd Trelawney Rd to Weeth Rd/Tehidy Rd (W) 96 102 6 - - 0.59 � �Tehidy Rd Trelawney Rd to Tehidy Rd (E) 19 23 4 - - 0.78 � �Tehidy Rd Trelawney Rd to Trelawney Rd 0 0 0 - - 0.00 � �Tehidy Rd Tehidy Rd (E) to Trelawney Rd 27 45 18 - - 3.08 � �Tehidy Rd Tehidy Rd (E) to Weeth Rd/Tehidy Rd (W) 206 264 58 - - 3.75 � �Tehidy Rd Tehidy Rd (E) to Tehidy Rd (E) 0 0 0 - - 0.00 � �Camborne West/23 F to G 270 352 82 - - 4.66 � �Camborne West/23 D to C 161 168 7 - - 0.51 � �Camborne West/23 E to F 25 13 -12 - - 2.66 � �Wesley St/27 Wesley St to Centenary St 658 468 -190 - - 8.02 � �Wesley St/27 Trelowarren St to Centenary St 51 11 -40 - - 7.13 � �Wesley St/27 Centenary St to Wesley St 363 416 53 - - 2.68 � �Wesley St/27 Trelowarren St to Wesley St 403 319 -84 - - 4.40 � �Tesco Rdbt/12 Wesley Street to Foundry Rd 298 300 2 - - 0.09 � �Tesco Rdbt/12 Wesley Steet to Doloarth Rd/Roskear Rd 482 499 17 - - 0.75 � �Tesco Rdbt/12 Wesley Street to Wesley street 0 0 0 - - 0.00 � �Tesco Rdbt/12 Foundry Rd to Dolcoath Rd/Roskear Rd 268 211 -57 - - 3.68 � �Tesco Rdbt/12 Foundry Rd to Wesley Rd 296 328 32 - - 1.79 � �Tesco Rdbt/12 Foundry Rd to Foundry Rd 2 2 0 - - 0.02 � �Cross Street/10 South Terrace (E) to Cross Street 189 1 -188 - - 19.30 � �Cross Street/10 South Terrace (E) to Basset Rd/South T/Trevu Td 517 372 -145 - - 6.87 � �Cross Street/10 South Terrace (E) to South Terrace (E) 9 0 -9 - - 4.27 � �Cross Street/10 Cross Street to Basset Street/South T/Trevu Rd 110 110 0 - - 0.02 � �Cross Street/10 Cross Street to South Terrace (E) 13 3 -10 - - 3.57 � �Cross Street/10 Cross Street to Cross Street 0 0 0 - - 0.00 � �Trevenson St/11 Trevenson St (E) to Stray Park Rd 7 5 -2 - - 0.85 � �Trevenson St/11 Trevenson St (E) to Treveson St (W) 665 456 -209 - - 8.85 � �Trevenson St/11 Stray Park Rd to Treveson (W) 53 9 -44 - - 7.86 � �Trevenson St/11 Treveson St (W) to Treveson St (E) 341 395 54 - - 2.82 � �Trevenson St/11 Treveson St (W) to Stray Park Rd 49 48 -1 - - 0.08 � �

Page 118: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

PM Peak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowTrevenson St/11 Stray Park Rd to Treveson (E) 11 5 -6 - - 2.16 � �Basset Rd/9 Basset Rd to South Terrace (E) 32 29 -3 - - 0.61 � �Basset Rd/9 Basset Rd to South Terrace (W) 121 124 3 - - 0.24 � �Basset Rd/9 Basset Rd to Basset Rd 0 0 0 - - 0.00 � �Basset Rd/9 South Terrace (W) to Basset Rd 93 221 128 - - 10.21 � �Basset Rd/9 South Terrace (w) to South Terrace (E) 216 186 -30 - - 2.15 � �Basset Rd/9 South Terrace (W) to South Terrace (W) 2 2 0 - - 0.02 � �Basset Rd/9 South Terrace (E) to South Terrace (W) 380 382 2 - - 0.09 � �Basset Rd/9 South Terrace (E) to Basset Rd 183 244 61 - - 4.17 � �Basset Rd/9 South Terrace (E) to South Terrace (E) 5 0 -5 - - 3.18 � �Pendarves Rd/8 Pendarves Rd (N) to Barriper Rd 169 129 -40 - - 3.27 � �Pendarves Rd/8 Pendarves Rd (N) to Pendarves Rd (S) 377 348 -29 - - 1.54 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (S) 6 7 1 - - 0.36 � �Pendarves Rd/8 Pendarves Rd (S) to Barriper Rd 12 5 -7 - - 2.44 � �Pendarves Rd/8 Pendarves Rd (S) to Pendarves Rd (N) 219 287 68 - - 4.24 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (N) 80 95 15 - - 1.61 � �Cross Street/10 Basset Street to South Terrace (W) 5 9 4 - - 1.49 � �Cross Street/10 Basset Street to Trevu Rd 134 121 -13 - - 1.11 � �Cross Street/10 Basset Street to South Terrace (E)/Cross Street 83 87 4 - - 0.44 � �Cross Street/10 South Terrace (W) to Trevu Rd 47 46 -1 - - 0.08 � �Cross Street/10 South Terrace (W) to South Terrace (E)/Cross Stree 205 183 -22 - - 1.60 � �Cross Street/10 South Terrace (W) to South Terrace (W) 2 0 -2 - - 2.01 � �Cross Street/10 Trevu Rd to South Terrace (E)/Cross Street 168 130 -38 - - 3.10 � �Cross Street/10 Trevu Rd to South Terrace (W) 93 147 54 - - 4.92 � �Cross Street/10 Trevu Rd to Trevu Rd 1 0 -1 - - 1.42 � �Tesco Rdbt/12 Dolcoath Rd to Roskear Rd 2 4 2 - - 1.14 � �Tesco Rdbt/12 Dolcoath Rd to Wesley Street/Foundry Rd 1 97 96 - - 13.71 � �Tesco Rdbt/12 Roskear Rd to Wesley Street/Foundry Rd 881 609 - -30.9% - 9.96 � �Tesco Rdbt/12 Roskear Rd to Dolcoath Rd 0 6 6 - - 0.00 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (E) 53 71 18 - - 2.27 � �Treverno Rd/7 Treverno Rd to South Roskear Rd 19 15 -4 - - 1.06 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (W) 10 14 4 - - 1.09 � �Treverno Rd/7 North Roskear Rd (W) to Treverno Rd 9 9 0 - - 0.06 � �Treverno Rd/7 North Roskear Rd (W) to North Roskear Rd (E) 96 101 5 - - 0.50 � �Treverno Rd/7 North Roskear Rd (W) to South Roskear Rd 19 25 6 - - 1.19 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (W) 25 27 2 - - 0.49 � �Treverno Rd/7 South Roskear Rd to Treverno Rd 43 45 2 - - 0.32 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (E) 2 54 52 - - 9.82 � �Treverno Rd/7 North Roskear Rd (E) to South Roskear Rd 3 80 77 - - 11.94 � �Treverno Rd/7 North Roskear Rd (E) to North Roskear Rd (W) 160 173 13 - - 0.98 � �Treverno Rd/7 North Roskear Rd (E) to Treverno Rd 59 71 12 - - 1.46 � �Roskear Rd/13 Pendarves Street (W) to South Roskear Terrace 78 81 3 - - 0.38 � �Roskear Rd/13 Pendarves Street (W) to Pendarves Street (E) 677 526 -151 - - 6.16 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (E) 29 41 12 - - 2.10 � �Roskear Rd/13 Pendarves Street (E) to Pendarves Street (W) 672 579 -93 - - 3.72 � �Roskear Rd/13 Pendarves Street (E) to South Roskear Terrace 41 41 0 - - 0.02 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (W) 39 37 -2 - - 0.29 � �East Hill/28 Tolvaddon Rd to Trevenson Rd/Dudnance Ln 214 202 -12 - - 0.87 � �East Hill/28 Tolvaddon Rd to East Hill 361 449 88 - - 4.40 � �East Hill/28 East Hill to Tolvaddon Rd 368 390 22 - - 1.15 � �East Hill/28 East Hill to Trevenson Rd/Dudnance Ln 474 374 -100 - - 4.85 � �Tolvaddon Interchange/30 Movement 2 460 456 -4 - - 0.17 � �Tolvaddon Interchange/30 D-C 26 5 -21 - - 5.26 � �Tolvaddon Interchange/30 Movement 1 141 146 5 - - 0.42 � �Tolvaddon Interchange/30 A-C 184 160 -24 - - 1.82 � �Tolvaddon Interchange/30 A-B 93 100 7 - - 0.72 � �Tolvaddon Interchange/30 C-B&D-B 209 188 -21 - - 1.52 � �Tolvaddon Interchange/30 D-A&C-A 629 591 -38 - - 1.55 � �Tolvaddon Jct/14B C-B 252 242 -10 - - 0.65 � �Tolvaddon Jct/14B C-A 11 12 1 - - 0.22 � �Tolvaddon Jct/14B A-C 26 32 6 - - 1.21 � �Tolvaddon Jct/14B A-B 25 19 -6 - - 1.18 � �Tolvaddon Jct/14B B-A 67 69 2 - - 0.19 � �Tolvaddon Jct/14B B-C 562 522 -40 - - 1.71 � �Tolvaddon Jct/14A C-B 151 150 -1 - - 0.10 � �Tolvaddon Jct/14A C-A 109 154 45 - - 3.90 � �Tolvaddon Jct/14A A-C 120 118 -2 - - 0.14 � �Tolvaddon Jct/14A A-B 112 104 -8 - - 0.80 � �Tolvaddon Jct/14A B-A 188 177 -11 - - 0.81 � �Tolvaddon Jct/14A B-C 399 376 -23 - - 1.19 � �East Hill/28 Dudnance Lane to East Hill/Tolvaddon Rd 257 245 -12 - - 0.78 � �East Hill/28 Dudnance Lane to Trevenson Rd 40 26 -14 - - 2.41 � �East Hill/28 Trevenson Rd to Dudnance Lane 41 22 -19 - - 3.36 � �East Hill/28 Trevenson Rd to East Hill/Tolvaddon Rd 705 632 - -10.3% - 2.81 � �Station Rd/5 Wesley St to Station Rd / Fore St 309 102 -207 - - 14.43 � �Station Rd/5 Wesley St to Higher Fore St 44 46 2 - - 0.37 � �Rose Hill/19 Tolgus Hill to Roach's Row & Rose Hill 24 21 -3 - - 0.60 � �Rose Hill/19 Tolgus Hill to Southgate Street 227 214 -13 - - 0.87 � �Rose Hill/19 Southgate Street to Tolgus Hill 384 319 -65 - - 3.49 � �Rose Hill/19 Southgate Street to Roach's Row/Rose Hill 7 7 0 - - 0.09 � �Rose Hill/19 Roach's Row/Rose Hill to Southgate Street 36 33 -3 - - 0.55 � �Rose Hill/19 Roach's Row/Rose Hill to Tolgus Hill 15 27 12 - - 2.74 � �School Lane/6 East End to School Lane/Depps Terrace 117 144 27 - - 2.36 � �School Lane/6 East End to Drump Rd 51 86 35 - - 4.26 � �School Lane/6 Drump Rd to East End 73 87 14 - - 1.62 � �School Lane/6 Drump Rd to School Lane/Depps Terrace 245 291 46 - - 2.84 � �Chapel Rd/18 Falmouth Rd to Clinton Rd 3 0 -3 - - 0.00 � �Chapel Rd/18 Falmouth Rd to Southgate Street 249 238 -11 - - 0.68 � �Chapel Rd/18 Falmouth Rd to Buckett's Hill 97 68 -29 - - 3.23 � �Chapel Rd/18 Buckett's Hill to Falmouth Rd 85 63 -22 - - 2.55 � �Chapel Rd/18 Buckett's Hill to Clinton Rd 63 47 -16 - - 2.18 � �Chapel Rd/18 Buckett's Hilll to Southgate Street 154 128 -26 - - 2.22 � �Chapel Rd/18 Southgate Street to Buckett's Hill 110 96 -14 - - 1.36 � �

Page 119: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

PM Peak Validation - Light vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowChapel Rd/18 Southgate Street to Falmouth Rd 240 208 -32 - - 2.16 � �Chapel Rd/18 Southgate Street to Clinton Rd 12 9 -3 - - 1.05 � �Chapel Rd/18 Clinton Rd to Southgate Street 29 31 2 - - 0.36 � �Chapel Rd/18 Clinton Rd to Buckett's Hill 167 44 -123 - - 11.96 � �Chapel Rd/18 Clinton Rd to Falmouth Rd 3 0 -3 - - 2.49 � �South Downs/17 South Downs (W) to Sandy Lane 115 115 0 - - 0.00 � �South Downs/17 South Downs (W) to South Downs (E) 336 336 0 - - 0.02 � �South Downs/17 South Downs (W) to South Downs (W) 0 0 0 - - 0.00 � �South Downs/17 South Downs (E) to South Downs (W) 296 274 -22 - - 1.32 � �South Downs/17 South Downs (E) to Sandy Lane 218 295 77 - - 4.84 � �South Downs/17 South Downs (E) to South Downs (E) 2 2 0 - - 0.05 � �South Downs/17 Sandy Lane to South Downs (E) 234 278 44 - - 2.74 � �South Downs/17 Sandy Lane to South Downs (W) 71 86 15 - - 1.64 � �South Downs/17 Sandy Lane to Sandy Lane 0 0 0 - - 0.00 � �Station Rd/5 Fore St to Higher Fore St/ Wesley St 179 204 25 - - 1.79 � �Station Rd/5 Fore St to Station Rd 154 71 -83 - - 7.85 � �Station Rd/5 Station Rd to Fore St 5 2 -3 - - 1.68 � �Station Rd/5 Station Rd to Higher Fore St/ Wesley St 179 91 -88 - - 7.59 � �School Lane/6 Depps Terrace to Drump Rd/East End 272 288 16 - - 0.93 � �School Lane/6 Depps Terrace to School Lane 3 2 -1 - - 0.69 � �School Lane/6 School Lane to Depps Terrace 5 6 1 - - 0.35 � �School Lane/6 School Lane to Drump Rd/East End 153 222 69 - - 5.01 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (E) 3 16 13 - - 4.20 � �Churchview Rd/2 Churchview Rd to Lower Pengeon 6 5 -1 - - 0.45 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (W) 6 7 1 - - 0.36 � �Churchview Rd/2 Dolcoath Rd (W) to Churchview Rd 21 6 -15 - - 4.13 � �Churchview Rd/2 Dolcoath Rd (W) to Dolcoath Rd (E) 59 231 172 - - 14.32 � �Churchview Rd/2 Dolcoath Rd (W) to Lower Pengeon 9 0 -9 - - 4.27 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (W) 21 0 -21 - - 6.52 � �Churchview Rd/2 Lower Pengeon to Churchview Rd 12 5 -7 - - 2.44 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (E) 46 108 62 - - 7.13 � �Churchview Rd/2 Dolcoath Rd (E) to Lower Pengeon 59 60 1 - - 0.17 � �Churchview Rd/2 Dolcoath Rd (E) to Dolcoath Rd (W) 83 82 -1 - - 0.10 � �Churchview Rd/2 Dolcoath Rd (E) to Churchview Rd 9 9 0 - - 0.03 � �Dudnance Lane/3 Dudnance Lane to Station Rd 74 57 -17 - - 2.08 � �Dudnance Lane/3 Dudnance Lane to Tincroft Rd 192 189 -3 - - 0.23 � �Dudnance Lane/3 Tincroft Rd to Station Rd 166 290 124 - - 8.22 � �Dudnance Lane/3 Station Rd to Tincroft Rd 256 307 51 - - 3.05 � �Dudnance Lane/3 Station Rd to Dudnance Lane 55 70 15 - - 1.95 � �Dudnance Lane/3 Tincroft Rd to Dudnance Lane 125 152 27 - - 2.26 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Carnbrea Lane 5 7 2 - - 0.79 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Wilson Way 122 122 0 - - 0.03 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Wilaon Way 15 18 3 - - 0.69 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Avenue 213 231 18 - - 1.18 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Lane 14 57 43 - - 7.18 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Carnbrea Avenue 12 12 0 - - 0.04 � �Sandy Lane/16 St Day Rd (W) to Sandy Lane/St Day Rd (E) 74 31 -43 - - 5.91 � �Sandy Lane/16 St Day Rd (W) to Lower Pengeon 44 35 -9 - - 1.47 � �Sandy Lane/16 St Day Rd (W) to St Day Rd (W) 0 0 0 - - 0.00 � �Sandy Lane/16 Lower Pengeon to St Day Rd (W) 53 14 -39 - - 6.75 � �Sandy Lane/16 Lower Pengeon to Sandy Lane/St Day Rd (E) 298 425 127 - - 6.69 � �Sandy Lane/16 Lower Pengeon to Lower Pengeon 1 0 -1 - - 1.40 � �Sandy Lane/16 Sandy Lane to St Day Rd (E) 36 85 49 - - 6.24 � �Sandy Lane/16 Sandy Lane to Lower Pengeon/St Day Rd (W) 441 415 -26 - - 1.28 � �Sandy Lane/16 Sandy Lane to Sandy Lane 2 0 -2 - - 1.98 � �Sandy Lane/16 St Day Rd (E) to Lower Pengeon/ St Day Rd (W) 46 32 -14 - - 2.27 � �Sandy Lane/16 St Day Rd (E) to Sandy Lane 28 18 -10 - - 2.00 � �Sandy Lane/16 St Day Rd (E) to St Day Rd (E) 0 0 0 - - 0.00 � �Church town/37 NB, Unnamed Rd to Barncoose Terrace 36 72 36 - - 4.98 � �A30-A3047/21 Exit C 703 805 - 14.5% - 3.72 � �A30-A3047/21 Exit A30 (E) 422 434 12 - - 0.59 � �A30-A3047/21 Exit A30 (W) 764 697 - -8.8% - 2.48 � �A30-A3047/21 Entry A30 (E) 411 414 3 - - 0.14 � �A30-A3047/21 Entry C 1160 1094 - -5.7% - 1.97 � �A30-A3047/21 Entry A30 (W) 419 488 69 - - 3.26 � �A30-A3047/21 Entry A 206 225 19 - - 1.33 � �A30-A3047/21 Exit A 284 285 1 - - 0.05 � �Church town/37 SB, Barncoose Terrace to Unnamed Rd 62 64 2 - - 0.20 � �

Page 120: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

PM Peak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Wilson way/38 Druid's Rd(N) to Wilson Way(E) 4 2 -2 - - 0.99 � �Wilson way/38 Druid's Rd(N) to Wilson Way(W) 5 24 19 - - 4.93 � �Wilson way/38 Wilson Way(W) to Druid's Rd(N) 4 4 0 - - 0.18 � �Wilson way/38 Wilson Way(W) to Wilson Way(E) 1 8 7 - - 3.39 � �Wilson way/38 Wilson Way(E) to Wilson Way(W) 0 13 13 - - 5.11 � �Wilson way/38 Wilson Way(E) to Druid's Rd(N) 3 12 9 - - 3.24 � �Agar Rd/32 Chariot Rd to Barncoose Terrace 4 5 1 - - 0.59 � �Agar Rd/32 Chariot Rd to Agar Rd 0 0 0 - - 0.55 � �Agar Rd/32 Agar Rd to Chariot Rd 0 0 0 - - 0.57 � �Agar Rd/32 Agar Rd to Barncoose Terrace 13 43 30 - - 5.64 � �Agar Rd/32 Barncoose Terrace to Agar Rd 24 54 30 - - 4.77 � �Agar Rd/32 Barncoose Terrace to Chariot Rd 1 6 5 - - 2.82 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (E) 6 0 -6 - - 3.36 � �Close Hill Rdbt/22 To A30 Rdbt to Close Hill 8 1 -7 - - 3.45 � �Close Hill Rdbt/22 To A30 Rdbt to A3047 (W) 4 35 31 - - 6.96 � �Close Hill Rdbt/22 To A30 Rdbt to 'To A30 Rdbt' 0 0 0 - - 0.00 � �Close Hill Rdbt/22 A3047 (W) to 'To A30 Rdbt' 11 20 9 - - 2.27 � �Close Hill Rdbt/22 A3027 (W) to A3047 (E) 6 8 2 - - 0.81 � �Close Hill Rdbt/22 A3047 (W) to Close Hill 0 2 2 - - 1.73 � �Close Hill Rdbt/22 A3047 (W) to A3047 (W) 0 0 0 - - 0.00 � �Close Hill Rdbt/22 Close Hill to A3047 (W) 3 0 -3 - - 2.01 � �Close Hill Rdbt/22 Close Hill to 'To A30 Rdbt' 5 1 -4 - - 2.47 � �Close Hill Rdbt/22 Close Hill to A3047 (E) 1 3 2 - - 1.15 � �Close Hill Rdbt/22 Close Hill to Close Hill 0 0 0 - - 0.00 � �Close Hill Rdbt/22 A3047 (E) to Close Hill 3 4 1 - - 0.47 � �Close Hill Rdbt/22 A3047 (E) to A3047 (W) 7 5 -2 - - 0.96 � �Close Hill Rdbt/22 A3047 (E) to 'To A30 Rdbt' 8 3 -5 - - 2.00 � �Close Hill Rdbt/22 A3047 (E) to A3047 (E) 0 0 0 - - 0.53 � �Treleigh Rbt/35 A3047(W) to A3047(E) 9 7 -2 - - 0.79 � �Treleigh Rbt/35 A3047(W) to Jon Davey Drive 4 3 -1 - - 0.29 � �Treleigh Rbt/35 A3047(W) to A3047(W) 0 1 1 - - 1.19 � �Treleigh Rbt/35 A3047(E) to Jon Davey Drive 0 0 0 - - 0.24 � �Treleigh Rbt/35 A3047(E) to A3047(W) 16 10 -6 - - 1.76 � �Treleigh Rbt/35 A3047(E) to A3047(E) 0 0 0 - - 0.00 � �Treleigh Rbt/35 Jon Davey Drive to A3047(W) 2 2 0 - - 0.10 � �Treleigh Rbt/35 Jon Davey Drive to A3047(E) 2 31 29 - - 7.11 � �Treleigh Rbt/35 Jon Davey Drive to Jon Davey Drive 0 0 0 - - 0.00 � �East End/15 A393 (N) to A393 (S) 10 7 -3 - - 0.96 � �East End/15 A393 (N) to East End Lane 0 2 2 - - 1.87 � �East End/15 A393 (S) to East End Lane 0 0 0 - - 0.00 � �East End/15 East End Lane to A393 (N) 3 10 7 - - 2.72 � �East End/15 East End Lane to A393 (S) 0 0 0 - - 0.00 � �East End/15 A303 (S) to A393 (N) 8 1 -7 - - 3.28 � �A3047/Mount Ambrose/36 A393(N) to A393(S) 7 0 -7 - - 3.68 � �A3047/Mount Ambrose/36 A393(N) to A3047 19 6 -13 - - 3.63 � �A3047/Mount Ambrose/36 A393(N) to A393(N) 0 0 0 - - 0.00 � �A3047/Mount Ambrose/36 A3047 to A393(N) 10 26 16 - - 3.78 � �A3047/Mount Ambrose/36 A3047 to A393(S) 4 3 -1 - - 0.75 � �A3047/Mount Ambrose/36 A3047 to A3047 0 0 0 - - 0.00 � �A3047/Mount Ambrose/36 A393(S) to A3047 4 1 -3 - - 2.16 � �A3047/Mount Ambrose/36 A393(S) to A393(N) 5 8 3 - - 1.20 � �A3047/Mount Ambrose/36 A393(S) to A393(S) 0 0 0 - - 0.00 � �A3047/29 Station Rd to Fore St (W)/Church Rd 4 5 0 - - 0.16 � �A3047/29 Station Rd to Fore St (E) 3 6 3 - - 1.43 � �A3047/29 Station Rd to Station Rd 0 0 0 - - 0.00 � �A3047/29 Fore St (E) to Station Rd 1 0 -1 - - 0.70 � �A3047/29 Fore St (E) to Fore St (W)/Church Rd 10 50 41 - - 7.43 � �A3047/29 Fore St (E) to Fore St (E) 0 0 0 - - 0.00 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Mountwhistle Rd (E) 1 1 0 - - 0.17 � �Mountwhistle Rd/4 Mountwhistle Rd (W) to Park Rd 2 0 -2 - - 1.96 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (E) 0 0 0 - - 0.49 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Mountwhistle Rd (W) 3 1 -2 - - 1.42 � �Mountwhistle Rd/4 Mountwhistle Rd (E) to Park Rd 0 1 1 - - 1.69 � �Mountwhistle Rd/4 Park Rd to Mountwhistle Rd (W) 4 4 0 - - 0.20 � �Church Rd/40 Church Rd(N) to Moorfield Rd 0 0 0 - - 0.47 � �Church Rd/40 Church Rd(N) to Church Rd(S) 1 2 0 - - 0.43 � �Church Rd/40 Church Rd(N) to Church Rd(N) 0 0 0 - - 0.00 � �Church Rd/40 Church Rd(S) to Church Rd(S) 4 4 0 - - 0.00 � �Church Rd/40 Church Rd(S) to Moorfield Rd 1 1 0 - - 0.37 � �Church Rd/40 Church Rd(S) to Church Rd(S) 0 0 0 - - 0.00 � �Church Rd/40 Moorfield Rd to Church Rd(S) 3 9 6 - - 2.38 � �Church Rd/40 Moorfield Rd to Church Rd(N) 0 0 0 - - 0.68 � �Church Rd/40 Moorfield Rd to Moorfield Rd 0 0 0 - - 0.00 � �A3047/29 Fore St (W) to Church Rd 2 1 -1 - - 0.86 � �A3047/29 Fore St (W) to Fore St (E)/Station Rd 14 48 35 - - 6.22 � �A3047/29 Fore St (W) to Fore St (W) 0 0 0 - - 0.00 � �A3047/29 Church Rd to Fore St (E)/Station Rd 2 5 3 - - 1.39 � �A3047/29 Church Rd to Fore St (W) 0 6 6 - - 3.33 � �A3047/29 Church Rd to Church Rd 0 0 0 - - 0.00 � �Agar Rd/Chili Rd/33 Agar Rd to Chili Rd 3 0 -3 - - 2.08 � �Agar Rd/Chili Rd/33 Agar Rd(W) to Agar Rd(E) 13 43 29 - - 5.58 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd 0 0 0 - - 0.63 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Agar Rd(W) 24 52 28 - - 4.47 � �Agar Rd/Chili Rd/33 Agar Rd(E) to Chili Rd 0 2 2 - - 1.90 � �Agar Rd/Chili Rd/33 Chili Rd to Agar Rd(W) 1 1 0 - - 0.39 � �Tolgus Hill/20 Tolgus Vean to Tolgus Place 0 0 0 - - 0.00 � �Tolgus Hill/20 Tolgus Vean to Tolgus Hill 3 1 -2 - - 1.37 � �Tolgus Hill/20 Tolgus Vean to Tesco 1 0 -1 - - 1.01 � �Tolgus Hill/20 Tolgus Vean to Tolgus Vean 0 0 0 - - 0.00 � �Tolgus Hill/20 Tesco to Tolgus Vean 0 0 0 - - 0.69 � �Tolgus Hill/20 Tesco to Tolgus Place 0 4 4 - - 2.77 � �

Flow Criteria (vph)Within DMRB Observed

FlowModelled

Flow

Page 121: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

PM Peak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowTolgus Hill/20 Tesco to Tolgus Hill 0 5 5 - - 3.28 � �Tolgus Hill/20 Tesco to Tesco 0 0 0 - - 0.00 � �Tolgus Hill/20 Tolgus Hill to Tesco 0 0 0 - - 0.95 � �Tolgus Hill/20 Tolgus Hill to Tolgus Vean 4 4 0 - - 0.08 � �Tolgus Hill/20 Tolgus Hill to Tolgus Place 3 1 -2 - - 1.66 � �Tolgus Hill/20 Tolgus Hill to Tolgus Hill 0 0 0 - - 0.00 � �Higher Broad Lane/41 Higher Broad Lane(N) to Higher Broad Lane(S) 4 1 -3 - - 1.57 � �Higher Broad Lane/41 Higher Broad Lane(N) to Balkin Way 2 9 7 - - 2.96 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(S) 0 0 0 - - 0.96 � �Higher Broad Lane/41 Higher Broad Lane(S) to Balkin Way 0 0 0 - - 0.97 � �Higher Broad Lane/41 Higher Broad Lane(S) to Higher Broad Lane(N) 3 0 -3 - - 1.96 � �Higher Broad Lane/41 Balkin Way to Higher Broad Lane(N) 1 0 -1 - - 0.69 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(S) 18 40 21 - - 3.97 � �A3047 Tolgus Rbt/34 A3047(N) to Tolgus Place 2 0 -2 - - 2.01 � �A3047 Tolgus Rbt/34 A3047(N) to A3047(N) 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(N) 1 4 3 - - 1.81 � �A3047 Tolgus Rbt/34 Tolgus Place to A3047(S) 4 2 -3 - - 1.50 � �A3047 Tolgus Rbt/34 Tolgus Place to Tolgus Place 0 0 0 - - 0.00 � �A3047 Tolgus Rbt/34 A3047(S) to Tolgus Place 1 10 9 - - 3.74 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(N) 12 26 13 - - 3.10 � �A3047 Tolgus Rbt/34 A3047(S) to A3047(S) 0 1 1 - - 1.69 � �Spar Lane/31 Lower Broad Lane to Broad Lane 5 1 -4 - - 2.40 � �Spar Lane/31 Lower Broad Lane to Spar Lane 0 2 2 - - 2.16 � �Spar Lane/31 Spar Lane to Broad Lane 0 1 1 - - 1.20 � �Spar Lane/31 Broad Lane to Spar Lane 1 0 -1 - - 1.15 � �Spar Lane/31 Broad Lane to Lower Broad Lane 2 1 -1 - - 1.28 � �Spar Lane/31 Spar Lane to Lower Broad Lane 0 0 0 - - 0.24 � �Camborne West/23 B to A 0 0 0 - - 0.00 � �Camborne West/23 B to F 11 11 0 - - 0.05 � �Camborne West/23 D to C & E to C 3 3 0 - - 0.05 � �Camborne West/23 F to C 0 0 0 - - 0.00 � �Camborne West/23 E to D 14 6 -8 - - 2.48 � �Camborne West/23 E to F & E to C 0 0 0 - - 0.00 � �Churchview Rd/24 To A30 Rdbt' to Treswithian Rd (E) 20 13 -8 - - 1.87 � �Churchview Rd/24 To A30 Rdbt to Treswithian Rd (W) 3 5 2 - - 0.86 � �Churchview Rd/24 To A30 Rdbt to 'To A30 Rdbt' 1 0 -1 - - 1.43 � �Churchview Rd/24 Treswithian Rd (W) to 'To A30 Rdbt' 3 0 -3 - - 2.23 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (E) 2 0 -2 - - 1.75 � �Churchview Rd/24 Treswithian Rd (W) to Treswithian Rd (W) 0 0 0 - - 0.00 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (W) 2 0 -2 - - 1.74 � �Churchview Rd/24 Treswithian Rd (E) to 'To A30 Rdbt' 6 8 2 - - 0.65 � �Churchview Rd/24 Treswithian Rd (E) to Treswithian Rd (E) 0 0 0 - - 0.00 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (E) 1 0 -1 - - 1.31 � �Treswithian Rd/25 Weeth Lane to Treswithian Rd (W) 2 11 9 - - 3.47 � �Treswithian Rd/25 Weeth Lane to Weeth Lane 0 0 0 - - 0.00 � �Treswithian Rd/25 Treswithian Rd (W) to Weeth Lane 4 4 0 - - 0.02 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (E) 17 5 -13 - - 3.80 � �Treswithian Rd/25 Treswithian Rd (W) to Treswithian Rd (W) 0 0 0 - - 0.00 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (W) 6 2 -4 - - 1.85 � �Treswithian Rd/25 Treswithian Rd (E) to Weeth Lane 0 0 0 - - 0.00 � �Treswithian Rd/25 Treswithian Rd (E) to Treswithian Rd (E) 0 0 0 - - 0.00 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (E)/Trelawney Rd 1 0 -1 - - 0.94 � �Tehidy Rd Tehidy Rd (W) to Weeth Rd 4 1 -3 - - 2.02 � �Tehidy Rd Tehidy Rd (W) to Tehidy Rd (W) 0 0 0 - - 0.00 � �Tehidy Rd Weeth Rd to Tehidy Rd (W) 1 4 3 - - 1.97 � �Tehidy Rd Weeth Rd to Tehidy Rd (E)/Trelawney Rd 4 34 29 - - 6.79 � �Tehidy Rd Weeth Rd to Weeth Rd 1 0 -1 - - 1.43 � �Commercial Street/26 Church St to Trelowarren St 9 1 -9 - - 3.90 � �Commercial Street/26 Church St to Commercial St 8 4 -5 - - 1.87 � �Commercial Street/26 Church St to Church St 0 0 0 - - 0.00 � �Commercial Street/26 Commercial St to Church St 7 15 8 - - 2.33 � �Commercial Street/26 Commercial St to Trelowarren St 0 62 62 - - 11.09 � �Commercial Street/26 Commercial St to Commercial St 0 17 17 - - 5.80 � �Camborne West/23 A to G 3 0 -3 - - 2.48 � �Camborne West/23 B to G & F to G 6 1 -5 - - 2.65 � �Tehidy Rd Trelawney Rd to Weeth Rd/Tehidy Rd (W) 4 1 -3 - - 1.70 � �Tehidy Rd Trelawney Rd to Tehidy Rd (E) 1 1 0 - - 0.46 � �Tehidy Rd Trelawney Rd to Trelawney Rd 0 0 0 - - 0.00 � �Tehidy Rd Tehidy Rd (E) to Trelawney Rd 1 1 0 - - 0.22 � �Tehidy Rd Tehidy Rd (E) to Weeth Rd/Tehidy Rd (W) 8 42 33 - - 6.70 � �Tehidy Rd Tehidy Rd (E) to Tehidy Rd (E) 0 0 0 - - 0.00 � �Camborne West/23 F to G 6 1 -5 - - 2.65 � �Camborne West/23 D to C 3 3 0 - - 0.05 � �Camborne West/23 E to F 0 0 0 - - 0.00 � �Wesley St/27 Wesley St to Centenary St 9 2 -7 - - 2.78 � �Wesley St/27 Trelowarren St to Centenary St 1 0 -1 - - 1.36 � �Wesley St/27 Centenary St to Wesley St 5 14 9 - - 2.89 � �Wesley St/27 Trelowarren St to Wesley St 6 2 -4 - - 1.94 � �Tesco Rdbt/12 Wesley Street to Foundry Rd 1 0 -1 - - 1.32 � �Tesco Rdbt/12 Wesley Steet to Doloarth Rd/Roskear Rd 9 13 4 - - 1.23 � �Tesco Rdbt/12 Wesley Street to Wesley street 1 0 -1 - - 1.42 � �Tesco Rdbt/12 Foundry Rd to Dolcoath Rd/Roskear Rd 0 34 34 - - 8.28 � �Tesco Rdbt/12 Foundry Rd to Wesley Rd 2 9 7 - - 3.08 � �Tesco Rdbt/12 Foundry Rd to Foundry Rd 0 0 0 - - 0.24 � �Cross Street/10 South Terrace (E) to Cross Street 1 5 4 - - 2.37 � �Cross Street/10 South Terrace (E) to Basset Rd/South T/Trevu Td 8 69 61 - - 9.80 � �Cross Street/10 South Terrace (E) to South Terrace (E) 0 0 0 - - 0.00 � �Cross Street/10 Cross Street to Basset Street/South T/Trevu Rd 1 0 -1 - - 1.03 � �Cross Street/10 Cross Street to South Terrace (E) 0 0 0 - - 0.00 � �Cross Street/10 Cross Street to Cross Street 0 0 0 - - 0.00 � �

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Redruth/Camborne

PM Peak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowTrevenson St/11 Trevenson St (E) to Stray Park Rd 0 0 0 - - 0.00 � �Trevenson St/11 Trevenson St (E) to Treveson St (W) 7 2 -5 - - 2.32 � �Trevenson St/11 Stray Park Rd to Treveson (W) 0 8 8 - - 4.10 � �Trevenson St/11 Treveson St (W) to Treveson St (E) 4 14 10 - - 3.22 � �Trevenson St/11 Treveson St (W) to Stray Park Rd 0 3 3 - - 2.37 � �Trevenson St/11 Stray Park Rd to Treveson (E) 0 0 0 - - 0.00 � �Basset Rd/9 Basset Rd to South Terrace (E) 0 1 1 - - 1.21 � �Basset Rd/9 Basset Rd to South Terrace (W) 2 1 -1 - - 1.16 � �Basset Rd/9 Basset Rd to Basset Rd 0 0 0 - - 0.00 � �Basset Rd/9 South Terrace (W) to Basset Rd 5 0 -5 - - 2.85 � �Basset Rd/9 South Terrace (w) to South Terrace (E) 1 10 9 - - 3.74 � �Basset Rd/9 South Terrace (W) to South Terrace (W) 0 0 0 - - 0.14 � �Basset Rd/9 South Terrace (E) to South Terrace (W) 2 6 4 - - 2.02 � �Basset Rd/9 South Terrace (E) to Basset Rd 7 93 86 - - 12.15 � �Basset Rd/9 South Terrace (E) to South Terrace (E) 0 0 0 - - 0.00 � �Pendarves Rd/8 Pendarves Rd (N) to Barriper Rd 1 0 -1 - - 0.73 � �Pendarves Rd/8 Pendarves Rd (N) to Pendarves Rd (S) 3 0 -3 - - 2.16 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (S) 2 0 -2 - - 1.82 � �Pendarves Rd/8 Pendarves Rd (S) to Barriper Rd 3 1 -2 - - 1.85 � �Pendarves Rd/8 Pendarves Rd (S) to Pendarves Rd (N) 5 9 4 - - 1.41 � �Pendarves Rd/8 Barriper Rd to Pendarves Rd (N) 1 1 0 - - 0.20 � �Cross Street/10 Basset Street to South Terrace (W) 0 0 0 - - 0.51 � �Cross Street/10 Basset Street to Trevu Rd 5 1 -4 - - 2.63 � �Cross Street/10 Basset Street to South Terrace (E)/Cross Street 1 0 -1 - - 0.83 � �Cross Street/10 South Terrace (W) to Trevu Rd 0 0 0 - - 0.35 � �Cross Street/10 South Terrace (W) to South Terrace (E)/Cross Street 1 10 9 - - 3.88 � �Cross Street/10 South Terrace (W) to South Terrace (W) 0 0 0 - - 0.00 � �Cross Street/10 Trevu Rd to South Terrace (E)/Cross Street 6 50 44 - - 8.25 � �Cross Street/10 Trevu Rd to South Terrace (W) 2 41 39 - - 8.36 � �Cross Street/10 Trevu Rd to Trevu Rd 0 0 0 - - 0.00 � �Tesco Rdbt/12 Dolcoath Rd to Roskear Rd 0 0 0 - - 0.71 � �Tesco Rdbt/12 Dolcoath Rd to Wesley Street/Foundry Rd 0 1 1 - - 1.48 � �Tesco Rdbt/12 Roskear Rd to Wesley Street/Foundry Rd 10 4 -6 - - 2.19 � �Tesco Rdbt/12 Roskear Rd to Dolcoath Rd 0 0 0 - - 0.47 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (E) 3 10 7 - - 2.66 � �Treverno Rd/7 Treverno Rd to South Roskear Rd 1 0 -1 - - 1.27 � �Treverno Rd/7 Treverno Rd to North Roskear Rd (W) 0 0 0 - - 0.24 � �Treverno Rd/7 North Roskear Rd (W) to Treverno Rd 1 9 8 - - 3.56 � �Treverno Rd/7 North Roskear Rd (W) to North Roskear Rd (E) 0 27 27 - - 7.29 � �Treverno Rd/7 North Roskear Rd (W) to South Roskear Rd 1 0 -1 - - 0.95 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (W) 0 3 3 - - 2.55 � �Treverno Rd/7 South Roskear Rd to Treverno Rd 0 1 1 - - 1.57 � �Treverno Rd/7 South Roskear Rd to North Roskear Rd (E) 0 1 1 - - 1.12 � �Treverno Rd/7 North Roskear Rd (E) to South Roskear Rd 0 2 2 - - 1.79 � �Treverno Rd/7 North Roskear Rd (E) to North Roskear Rd (W) 3 3 0 - - 0.22 � �Treverno Rd/7 North Roskear Rd (E) to Treverno Rd 2 14 12 - - 4.27 � �Roskear Rd/13 Pendarves Street (W) to South Roskear Terrace 1 2 1 - - 0.74 � �Roskear Rd/13 Pendarves Street (W) to Pendarves Street (E) 10 32 22 - - 4.74 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (E) 0 0 0 - - 0.68 � �Roskear Rd/13 Pendarves Street (E) to Pendarves Street (W) 10 7 -3 - - 1.09 � �Roskear Rd/13 Pendarves Street (E) to South Roskear Terrace 1 3 2 - - 1.53 � �Roskear Rd/13 South Roskear Terrace to Pendarves Street (W) 1 1 0 - - 0.37 � �East Hill/28 Tolvaddon Rd to Trevenson Rd/Dudnance Ln 7 12 5 - - 1.70 � �East Hill/28 Tolvaddon Rd to East Hill 12 0 -12 - - 4.95 � �East Hill/28 East Hill to Tolvaddon Rd 5 38 33 - - 7.06 � �East Hill/28 East Hill to Trevenson Rd/Dudnance Ln 8 29 21 - - 4.79 � �Tolvaddon Interchange/30 Movement 2 17 2 -16 - - 5.12 � �Tolvaddon Interchange/30 D-C 0 2 2 - - 1.74 � �Tolvaddon Interchange/30 Movement 1 0 0 0 - - 0.63 � �Tolvaddon Interchange/30 A-C 5 12 7 - - 2.45 � �Tolvaddon Interchange/30 A-B 3 1 -2 - - 1.69 � �Tolvaddon Interchange/30 C-B&D-B 1 11 10 - - 4.14 � �Tolvaddon Interchange/30 D-A&C-A 18 35 16 - - 3.19 � �Tolvaddon Jct/14B C-B 8 12 4 - - 1.29 � �Tolvaddon Jct/14B C-A 0 0 0 - - 0.00 � �Tolvaddon Jct/14B A-C 1 2 1 - - 0.73 � �Tolvaddon Jct/14B A-B 0 1 1 - - 1.25 � �Tolvaddon Jct/14B B-A 0 0 0 - - 0.91 � �Tolvaddon Jct/14B B-C 18 34 16 - - 3.13 � �Tolvaddon Jct/14A C-B 7 12 5 - - 1.52 � �Tolvaddon Jct/14A C-A 3 1 -2 - - 1.07 � �Tolvaddon Jct/14A A-C 0 1 1 - - 1.01 � �Tolvaddon Jct/14A A-B 1 0 -1 - - 0.64 � �Tolvaddon Jct/14A B-A 0 2 2 - - 1.83 � �Tolvaddon Jct/14A B-C 19 35 15 - - 2.94 � �East Hill/28 Dudnance Lane to East Hill/Tolvaddon Rd 6 15 9 - - 2.79 � �East Hill/28 Dudnance Lane to Trevenson Rd 1 1 0 - - 0.13 � �East Hill/28 Trevenson Rd to Dudnance Lane 1 3 2 - - 1.29 � �East Hill/28 Trevenson Rd to East Hill/Tolvaddon Rd 12 39 26 - - 5.23 � �Station Rd/5 Wesley St to Station Rd / Fore St 3 6 3 - - 1.46 � �Station Rd/5 Wesley St to Higher Fore St 2 2 0 - - 0.08 � �Rose Hill/19 Tolgus Hill to Roach's Row & Rose Hill 0 1 1 - - 1.20 � �Rose Hill/19 Tolgus Hill to Southgate Street 5 15 10 - - 3.07 � �Rose Hill/19 Southgate Street to Tolgus Hill 7 3 -5 - - 2.14 � �Rose Hill/19 Southgate Street to Roach's Row/Rose Hill 0 0 0 - - 0.40 � �Rose Hill/19 Roach's Row/Rose Hill to Southgate Street 0 0 0 - - 0.32 � �Rose Hill/19 Roach's Row/Rose Hill to Tolgus Hill 1 1 0 - - 0.48 � �School Lane/6 East End to School Lane/Depps Terrace 2 4 2 - - 1.18 � �School Lane/6 East End to Drump Rd 0 1 1 - - 1.02 � �School Lane/6 Drump Rd to East End 2 13 11 - - 4.03 � �

Page 123: CPIR Transport Strategy Development - Cornwall Council · CPIR Transport Strategy Development Appendix A – Camborne Pool Redruth Transport Package May 2017. Camborne Pool Redruth

Redruth/Camborne

PM Peak Validation - Heavy vehicles

Diff % DiffSite Ref Location <700 700-2700 >2700 GEH Flow GEH

Flow Criteria (vph)Within DMRB Observed

FlowModelled

FlowSchool Lane/6 Drump Rd to School Lane/Depps Terrace 5 9 4 - - 1.45 � �Chapel Rd/18 Falmouth Rd to Clinton Rd 0 0 0 - - 0.00 � �Chapel Rd/18 Falmouth Rd to Southgate Street 3 4 1 - - 0.46 � �Chapel Rd/18 Falmouth Rd to Buckett's Hill 2 3 1 - - 0.41 � �Chapel Rd/18 Buckett's Hill to Falmouth Rd 2 1 -1 - - 1.25 � �Chapel Rd/18 Buckett's Hill to Clinton Rd 4 1 -3 - - 1.74 � �Chapel Rd/18 Buckett's Hilll to Southgate Street 2 1 -1 - - 0.65 � �Chapel Rd/18 Southgate Street to Buckett's Hill 5 0 -5 - - 3.09 � �Chapel Rd/18 Southgate Street to Falmouth Rd 4 8 3 - - 1.40 � �Chapel Rd/18 Southgate Street to Clinton Rd 1 0 -1 - - 0.79 � �Chapel Rd/18 Clinton Rd to Southgate Street 1 1 0 - - 0.43 � �Chapel Rd/18 Clinton Rd to Buckett's Hill 1 3 2 - - 1.34 � �Chapel Rd/18 Clinton Rd to Falmouth Rd 0 0 0 - - 0.00 � �South Downs/17 South Downs (W) to Sandy Lane 2 0 -2 - - 2.04 � �South Downs/17 South Downs (W) to South Downs (E) 2 5 3 - - 1.41 � �South Downs/17 South Downs (W) to South Downs (W) 0 0 0 - - 0.00 � �South Downs/17 South Downs (E) to South Downs (W) 11 7 -4 - - 1.31 � �South Downs/17 South Downs (E) to Sandy Lane 4 5 1 - - 0.57 � �South Downs/17 South Downs (E) to South Downs (E) 0 0 0 - - 0.00 � �South Downs/17 Sandy Lane to South Downs (E) 10 1 -10 - - 4.23 � �South Downs/17 Sandy Lane to South Downs (W) 4 0 -4 - - 2.43 � �South Downs/17 Sandy Lane to Sandy Lane 0 0 0 - - 0.00 � �Station Rd/5 Fore St to Higher Fore St/ Wesley St 3 11 8 - - 2.97 � �Station Rd/5 Fore St to Station Rd 2 2 0 - - 0.33 � �Station Rd/5 Station Rd to Fore St 0 0 0 - - 0.40 � �Station Rd/5 Station Rd to Higher Fore St/ Wesley St 8 14 6 - - 1.71 � �School Lane/6 Depps Terrace to Drump Rd/East End 12 15 2 - - 0.59 � �School Lane/6 Depps Terrace to School Lane 0 0 0 - - 0.71 � �School Lane/6 School Lane to Depps Terrace 0 0 0 - - 0.76 � �School Lane/6 School Lane to Drump Rd/East End 2 1 -1 - - 0.44 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (E) 0 0 0 - - 0.72 � �Churchview Rd/2 Churchview Rd to Lower Pengeon 0 0 0 - - 0.14 � �Churchview Rd/2 Churchview Rd to Dolcoath Rd (W) 0 0 0 - - 0.20 � �Churchview Rd/2 Dolcoath Rd (W) to Churchview Rd 1 19 18 - - 5.63 � �Churchview Rd/2 Dolcoath Rd (W) to Dolcoath Rd (E) 0 2 2 - - 1.92 � �Churchview Rd/2 Dolcoath Rd (W) to Lower Pengeon 0 0 0 - - 0.00 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (W) 0 0 0 - - 0.00 � �Churchview Rd/2 Lower Pengeon to Churchview Rd 0 0 0 - - 0.00 � �Churchview Rd/2 Lower Pengeon to Dolcoath Rd (E) 0 1 1 - - 1.61 � �Churchview Rd/2 Dolcoath Rd (E) to Lower Pengeon 1 1 0 - - 0.17 � �Churchview Rd/2 Dolcoath Rd (E) to Dolcoath Rd (W) 2 1 -1 - - 0.90 � �Churchview Rd/2 Dolcoath Rd (E) to Churchview Rd 0 0 0 - - 0.73 � �Dudnance Lane/3 Dudnance Lane to Station Rd 8 5 -4 - - 1.39 � �Dudnance Lane/3 Dudnance Lane to Tincroft Rd 4 2 -2 - - 0.89 � �Dudnance Lane/3 Tincroft Rd to Station Rd 3 4 1 - - 0.46 � �Dudnance Lane/3 Station Rd to Tincroft Rd 4 13 9 - - 3.18 � �Dudnance Lane/3 Station Rd to Dudnance Lane 8 5 -3 - - 1.20 � �Dudnance Lane/3 Tincroft Rd to Dudnance Lane 4 27 23 - - 5.88 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Carnbrea Lane 0 0 0 - - 0.47 � �Wilson Way/Carnbrea Lane /39 Carnbrea Avenue to Wilson Way 3 1 -2 - - 1.42 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Wilaon Way 0 8 8 - - 4.07 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Avenue 3 18 15 - - 4.67 � �Wilson Way/Carnbrea Lane /39 Wilson Way to Carnbrea Lane 0 13 13 - - 5.16 � �Wilson Way/Carnbrea Lane /39 Carnbrea Lane to Carnbrea Avenue 0 0 0 - - 0.24 � �Sandy Lane/16 St Day Rd (W) to Sandy Lane/St Day Rd (E) 1 11 10 - - 4.07 � �Sandy Lane/16 St Day Rd (W) to Lower Pengeon 0 1 1 - - 1.04 � �Sandy Lane/16 St Day Rd (W) to St Day Rd (W) 1 0 -1 - - 1.40 � �Sandy Lane/16 Lower Pengeon to St Day Rd (W) 0 0 0 - - 0.66 � �Sandy Lane/16 Lower Pengeon to Sandy Lane/St Day Rd (E) 18 5 -13 - - 3.81 � �Sandy Lane/16 Lower Pengeon to Lower Pengeon 0 0 0 - - 0.00 � �Sandy Lane/16 Sandy Lane to St Day Rd (E) 1 2 1 - - 0.73 � �Sandy Lane/16 Sandy Lane to Lower Pengeon/St Day Rd (W) 14 8 -6 - - 1.84 � �Sandy Lane/16 Sandy Lane to Sandy Lane 0 0 0 - - 0.00 � �Sandy Lane/16 St Day Rd (E) to Lower Pengeon/ St Day Rd (W) 7 3 -4 - - 1.94 � �Sandy Lane/16 St Day Rd (E) to Sandy Lane 0 0 0 - - 0.62 � �Sandy Lane/16 St Day Rd (E) to St Day Rd (E) 0 0 0 - - 0.00 � �Church town/37 NB, Unnamed Rd to Barncoose Terrace 0 2 2 - - 1.81 � �A30-A3047/21 Exit C 23 35 13 - - 2.37 � �A30-A3047/21 Exit A30 (E) 13 20 7 - - 1.69 � �A30-A3047/21 Exit A30 (W) 16 6 -11 - - 3.21 � �A30-A3047/21 Entry A30 (E) 14 34 20 - - 4.06 � �A30-A3047/21 Entry C 34 24 -11 - - 1.95 � �A30-A3047/21 Entry A30 (W) 10 3 -7 - - 2.88 � �A30-A3047/21 Entry A 2 4 2 - - 1.25 � �A30-A3047/21 Exit A 10 4 -6 - - 2.20 � �Church town/37 SB, Barncoose Terrace to Unnamed Rd 1 1 0 - - 0.47 � �

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AM Peak Route 1 - clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

07:00

08:00

09:00

10:00

11:00

0 2 4 6 8 10

Distance in km

Tim

e Observed Modelled

AM Peak Route 1 - anti-clockwise

00:00

01:26

02:53

04:19

05:46

07:12

08:38

10:05

11:31

0 2 4 6 8 10

Distance in km

Tim

e ObservedModelled

Appendix E. Journey Time Validation Results 2005

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AM Peak Route 2 - clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:00

0 2 4 6 8 10

Distance in km

Tim

e ObservedModelled

AM Peak Route 2 - anti-clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:00

0 1 2 3 4 5 6 7 8

Distance in km

Tim

e ObservedModelled

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AM Peak Route 3 (1) - clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:00

0 1 2 3 4 5 6 7

Distance in km

Tim

e ObservedModelled

AM Peak Route 3 (1) - anti-clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

07:00

08:00

0 1 2 3 4 5 6

Distance in km

Tim

e ObservedModelled

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AM Peak Route 3 (2) - clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

07:00

0 0.5 1 1.5 2 2.5

Distance in km

Tim

e ObservedModelled

AM Peak Route 3 (2) - anti-clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

0 0.5 1 1.5 2 2.5

Distance in km

Tim

e ObservedModelled

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AM Peak Route 3 (3) - clockwise

00:00

01:00

02:00

03:00

04:00

05:00

0 0.5 1 1.5 2 2.5 3 3.5

Distance in km

Tim

e ObservedModelled

AM Peak Route 3 (3) - anti-clockwise

00:00

01:00

02:00

03:00

04:00

05:00

0 0.5 1 1.5 2 2.5 3 3.5

Distance in km

Tim

e ObservedModelled

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Interpeak Route 1 - clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:00

0 2 4 6 8 10

Distance in km

Tim

e ObservedModelled

Interpeak Route 1 - anti-clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:00

0 2 4 6 8 10

Distance in km

Tim

e ObservedModelled

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Interpeak Route 2 - clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:00

0 2 4 6 8 10

Distance in km

Tim

e ObservedModelled

Interpeak Route 2 - anti-clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

07:00

08:00

09:00

10:00

0 1 2 3 4 5 6 7 8

Distance in km

Tim

e ObservedModelled

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Interpeak Route 3 (1) - clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

07:00

08:00

09:00

10:00

0 1 2 3 4 5 6 7

Distance in km

Tim

e ObservedModelled

Inerpeak Route 3 (1) - anti-clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

07:00

08:00

09:00

0 1 2 3 4 5 6

Distance in km

Tim

e ObservedModelled

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Interpeak Route 3 (2) - clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

0 0.5 1 1.5 2 2.5

Distance in km

Tim

e ObservedModelled

Interpeak Route 3 (2) - anti-clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

0 0.5 1 1.5 2 2.5

Distance in km

Tim

e ObservedModelled

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Interpeak Route 3 (3) - clockwise

00:00

01:00

02:00

03:00

04:00

05:00

0 0.5 1 1.5 2 2.5 3 3.5

Distance in km

Tim

e ObservedModelled

Interpeak Route 3 (3) - anti-clockwise

00:00

01:00

02:00

03:00

04:00

0 0.5 1 1.5 2 2.5 3 3.5

Distance in km

Tim

e ObervedModelled

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PM Peak Route 1 - clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:00

0 2 4 6 8 10

Distance in km

Tim

e ObservedModelled

PM Peak Route 1 - anti-clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:00

0 2 4 6 8 10

Distance in km

Tim

e ObservedModelled

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PM Peak Route 2 - clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:0012:0013:00

0 2 4 6 8 10

Distance in km

Tim

e ObservedModelled

PM Peak Route 2 - anti-clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:00

0 1 2 3 4 5 6 7 8

Distance in km

Tim

e ObservedModelled

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PM Peak Route 3 (1) - clockwise

00:0001:0002:0003:0004:0005:0006:0007:0008:0009:0010:0011:00

0 1 2 3 4 5 6 7

Distance in km

Tim

e ObservedModelled

PM Peak Route 3 (1) - anti-clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

07:00

08:00

09:00

0 1 2 3 4 5 6

Distance in km

Tim

e ObservedModelled

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PM Peak Route 3 (2) - clockwise

00:00

01:00

02:00

03:00

04:00

05:00

06:00

0 0.5 1 1.5 2 2.5

Distance in km

Tim

e ObservedModelled

PM Peak Route 3 (2) - anti-clockwise

00:00

01:00

02:00

03:00

04:00

05:00

0 0.5 1 1.5 2 2.5

Distance in km

Tim

e ObservedMOdelled

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PM Peak Route 3 (3) - clockwise

00:00

01:00

02:00

03:00

04:00

05:00

0 0.5 1 1.5 2 2.5 3 3.5

Distance in km

Tim

e ObservedModelled

PM Peak Route 3 (3) - anti-clockwise

00:00

01:00

02:00

03:00

04:00

05:00

0 0.5 1 1.5 2 2.5 3 3.5

Distance in km

Tim

e ObservedModelled

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F.1. AM Peak AM Pre Matrix Estimation

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 13.31 33.53 20.08 20.11 33.36 51.01 163.94 84.43 46.67 12.93 8.49 35.97 5.66 24.23 8.75 761.66 35.68 27.94 2 24.70 26.99 103.57 15.63 27.70 55.54 159.90 18.25 15.18 26.43 30.11 24.10 8.67 69.85 35.08 95.20 12.24 52.05 3 16.77 33.45 35.33 31.61 10.75 24.25 78.26 74.90 51.86 6.65 1.20 32.94 14.46 44.10 22.11 112.04 17.45 6.10 4 53.98 10.30 52.40 4.77 43.79 76.06 159.85 13.05 19.02 1.70 0.41 9.51 2.19 12.02 6.43 43.29 5.09 23.55 5 35.18 20.99 9.61 4.82 0.34 23.87 19.78 36.66 70.65 63.91 0.46 1.41 2.25 17.36 4.72 101.78 10.38 3.47 6 21.32 35.40 18.11 25.51 9.70 55.22 53.85 32.50 18.95 7.67 0.79 9.84 9.46 34.23 11.70 44.14 6.00 6.75 7 33.02 167.76 62.17 74.66 23.05 113.28 177.16 33.76 50.60 11.26 2.94 18.74 16.98 50.08 16.04 94.83 10.58 15.39 8 40.62 20.25 57.54 8.23 49.23 32.40 39.49 122.90 18.34 78.31 35.37 32.10 24.67 91.40 46.15 137.51 18.02 12.97 9 23.32 14.92 34.45 10.55 4.74 24.38 30.93 27.85 38.15 49.76 39.92 6.68 20.43 60.11 34.63 209.46 29.99 159.31

10 55.19 49.03 7.60 2.41 32.52 16.79 16.80 82.04 104.13 0.31 0.16 18.36 3.80 12.96 20.77 61.42 26.62 3.61 11 4.02 10.72 0.95 2.08 0.57 0.73 3.19 31.57 65.62 0.16 0.08 6.68 23.13 44.06 6.55 27.75 9.99 0.36 12 63.47 148.22 58.89 4.76 4.08 29.72 33.95 194.50 33.30 55.36 11.75 1.87 8.83 32.82 18.66 59.09 3.26 16.49 13 11.18 16.92 17.61 4.54 4.37 11.42 18.49 27.85 31.75 2.62 11.57 14.45 30.13 153.37 56.59 196.91 62.24 5.78 14 20.35 27.31 53.06 23.07 4.69 32.85 69.35 90.02 71.74 7.35 10.20 32.48 73.17 256.37 160.11 558.23 33.33 18.71 15 23.26 24.30 11.69 4.07 3.04 12.87 19.14 52.73 41.23 5.98 3.00 28.43 66.89 215.82 50.34 134.88 38.24 39.92 16 593.65 66.37 37.12 42.34 22.42 54.28 72.18 257.23 262.60 31.83 10.83 20.23 112.04 447.84 175.76 192.18 71.31 101.28 17 3.25 2.36 4.74 19.43 2.79 4.10 8.94 28.15 41.67 1.09 2.05 14.41 17.92 39.16 61.15 128.34 54.90 5.01 18 23.70 31.80 30.72 15.00 5.31 15.71 36.95 57.29 212.21 0.51 0.46 15.95 3.82 11.71 35.49 89.35 6.51 1.45

Post Matrix Estimation1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 13.31 33.53 19.84 20.11 33.36 51.01 163.90 72.16 35.80 12.85 8.49 43.47 5.66 24.21 8.75 761.65 35.51 27.94 2 24.70 26.99 106.46 15.63 27.70 55.54 159.86 17.99 12.96 26.43 30.11 27.69 8.66 69.85 35.08 95.20 12.01 52.05 3 16.72 33.42 35.41 31.06 10.72 24.19 77.44 88.81 44.41 6.09 1.23 38.96 12.99 39.25 21.05 103.06 16.02 6.13 4 53.98 10.30 52.91 4.77 43.79 76.06 159.85 12.86 16.48 1.66 0.40 9.51 2.19 11.79 6.40 36.69 5.08 23.55 5 35.18 20.99 9.64 4.82 0.34 23.87 19.78 38.40 61.20 61.29 0.49 1.41 2.25 17.34 4.78 105.77 10.38 3.49 6 21.32 35.40 18.18 25.51 9.70 55.22 53.85 38.56 16.60 7.35 0.80 9.90 8.97 31.97 11.54 44.96 5.72 6.79 7 33.02 167.76 62.50 74.66 23.05 113.28 177.16 36.91 44.30 10.56 2.68 18.96 15.75 45.92 15.92 85.22 10.36 15.57 8 36.67 17.71 41.55 5.77 33.49 22.34 28.43 126.94 21.06 81.32 35.79 32.04 26.73 102.38 48.63 142.39 18.32 13.53 9 43.20 14.01 32.27 8.70 3.57 18.20 23.05 30.63 38.15 49.76 39.92 6.66 20.43 60.11 34.63 209.46 29.99 159.32

10 46.55 49.03 5.94 2.19 22.45 13.36 12.40 84.10 104.13 0.31 0.16 18.36 3.80 12.96 20.77 61.42 26.62 3.61 11 3.62 10.72 0.85 2.04 0.36 0.55 2.36 31.86 65.61 0.16 0.08 6.66 23.13 44.06 6.55 27.75 9.99 0.36 12 80.30 152.84 66.83 4.67 4.06 29.45 32.31 194.50 33.30 55.36 11.75 1.87 8.83 32.82 18.67 59.15 3.26 16.84 13 10.76 16.91 14.72 4.34 3.98 8.61 13.69 28.06 31.75 2.62 11.57 14.45 30.13 153.37 56.59 196.91 62.24 5.78 14 17.79 27.31 44.06 17.06 4.38 24.52 51.19 90.81 71.74 7.35 10.20 32.48 73.17 256.37 160.11 558.23 33.33 18.71 15 21.82 24.33 9.56 3.21 1.97 9.09 14.89 54.04 40.69 5.98 3.00 28.45 66.89 215.82 50.34 134.88 38.24 39.92 16 593.58 66.38 30.21 38.99 14.92 39.24 53.13 259.35 239.85 31.83 10.83 20.24 112.04 447.84 175.76 192.18 71.31 101.28 17 3.22 2.31 3.63 19.36 2.34 3.07 5.81 28.25 41.67 1.09 2.05 14.41 17.92 39.16 61.15 128.34 54.90 5.01 18 23.31 31.80 41.20 14.15 5.20 15.58 34.95 59.28 212.09 0.51 0.46 20.29 3.78 11.56 35.49 89.35 6.50 1.45

Absolute Difference1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 0.00 0.00 -0.24 0.00 0.00 0.00 -0.03 -12.28 -10.86 -0.08 0.00 7.51 0.00 -0.02 0.00 0.00 -0.17 0.002 0.00 0.00 2.89 0.00 0.00 0.00 -0.04 -0.27 -2.22 0.00 0.00 3.59 0.00 0.00 0.00 0.00 -0.24 0.003 -0.05 -0.04 0.08 -0.55 -0.03 -0.06 -0.81 13.91 -7.45 -0.56 0.03 6.02 -1.47 -4.85 -1.06 -8.97 -1.43 0.034 0.00 0.00 0.51 0.00 0.00 0.00 0.00 -0.19 -2.54 -0.04 0.00 0.00 0.00 -0.23 -0.03 -6.60 -0.01 0.005 0.00 0.00 0.03 0.00 0.00 0.00 0.00 1.74 -9.45 -2.62 0.03 0.00 0.00 -0.02 0.06 3.99 0.00 0.026 0.00 0.00 0.06 0.00 0.00 0.00 0.00 6.06 -2.34 -0.31 0.01 0.06 -0.49 -2.26 -0.16 0.81 -0.29 0.037 0.00 0.00 0.33 0.00 0.00 0.00 0.00 3.15 -6.30 -0.70 -0.26 0.22 -1.23 -4.15 -0.12 -9.61 -0.22 0.198 -3.95 -2.55 -15.99 -2.46 -15.74 -10.06 -11.05 4.05 2.73 3.01 0.42 -0.06 2.06 10.98 2.48 4.88 0.31 0.569 19.88 -0.91 -2.19 -1.84 -1.17 -6.18 -7.88 2.78 0.00 0.00 0.00 -0.02 0.00 0.00 0.00 0.00 0.00 0.01

10 -8.64 0.00 -1.66 -0.22 -10.07 -3.43 -4.39 2.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0011 -0.40 0.00 -0.09 -0.04 -0.21 -0.18 -0.83 0.29 -0.01 0.00 0.00 -0.03 0.00 0.00 0.00 0.00 0.00 0.0012 16.83 4.62 7.95 -0.09 -0.01 -0.27 -1.64 -0.01 -0.01 0.00 0.00 0.00 0.00 0.00 0.01 0.06 0.00 0.3613 -0.42 0.00 -2.89 -0.20 -0.38 -2.81 -4.79 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0014 -2.56 -0.01 -9.00 -6.01 -0.32 -8.33 -18.16 0.79 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0015 -1.45 0.02 -2.13 -0.87 -1.07 -3.78 -4.25 1.31 -0.54 0.00 0.00 0.02 0.00 0.00 0.00 0.00 0.00 0.0016 -0.08 0.01 -6.91 -3.36 -7.50 -15.03 -19.05 2.12 -22.75 0.00 0.00 0.01 0.00 0.00 0.00 0.00 0.00 0.0017 -0.04 -0.05 -1.11 -0.07 -0.45 -1.03 -3.13 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0018 -0.39 0.00 10.48 -0.85 -0.11 -0.14 -2.00 1.99 -0.12 0.00 0.00 4.33 -0.04 -0.15 0.00 0.00 -0.01 0.00

Proportional Difference1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 100% 100% 99% 100% 100% 100% 100% 85% 77% 99% 100% 121% 100% 100% 100% 100% 100% 100%2 100% 100% 103% 100% 100% 100% 100% 99% 85% 100% 100% 115% 100% 100% 100% 100% 98% 100%3 100% 100% 100% 98% 100% 100% 99% 119% 86% 92% 102% 118% 90% 89% 95% 92% 92% 101%4 100% 100% 101% 100% 100% 100% 100% 99% 87% 98% 100% 100% 100% 98% 100% 85% 100% 100%5 100% 100% 100% 100% 100% 100% 100% 105% 87% 96% 106% 100% 100% 100% 101% 104% 100% 101%6 100% 100% 100% 100% 100% 100% 100% 119% 88% 96% 101% 101% 95% 93% 99% 102% 95% 100%7 100% 100% 101% 100% 100% 100% 100% 109% 88% 94% 91% 101% 93% 92% 99% 90% 98% 101%8 90% 87% 72% 70% 68% 69% 72% 103% 115% 104% 101% 100% 108% 112% 105% 104% 102% 104%9 185% 94% 94% 83% 75% 75% 75% 110% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%

10 84% 100% 78% 91% 69% 80% 74% 103% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%11 90% 100% 90% 98% 63% 75% 74% 101% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%12 127% 103% 113% 98% 100% 99% 95% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 102%13 96% 100% 84% 96% 91% 75% 74% 101% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%14 87% 100% 83% 74% 93% 75% 74% 101% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%15 94% 100% 82% 79% 65% 71% 78% 102% 99% 100% 100% 100% 100% 100% 100% 100% 100% 100%16 100% 100% 81% 92% 67% 72% 74% 101% 91% 100% 100% 100% 100% 100% 100% 100% 100% 100%17 99% 98% 77% 100% 84% 75% 65% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100%18 98% 100% 134% 94% 98% 99% 95% 103% 100% 100% 100% 127% 99% 99% 100% 100% 100% 100%

Appendix F. Matrix Estimation 2010 Base – Sector Analysis

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F.2. Interpeak Interpeak Pre Matrix Estimation

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 9.78 14.73 22.47 7.77 26.56 71.69 71.17 69.50 27.65 8.58 1.08 27.55 3.80 27.27 5.89 730.42 28.28 8.68 2 19.66 26.30 41.22 12.35 20.73 58.78 164.63 21.07 15.10 26.24 4.50 22.29 7.09 36.40 17.96 30.59 8.28 18.57 3 17.20 23.65 21.60 49.66 11.01 24.83 104.40 60.30 31.45 5.40 2.77 21.65 14.24 49.20 16.07 52.68 9.34 5.37 4 44.04 9.42 13.60 3.41 24.15 40.54 32.75 16.07 14.56 3.56 0.26 3.38 6.19 26.32 4.99 26.55 7.21 13.46 5 21.17 15.84 15.68 2.04 0.35 11.14 10.49 33.57 47.49 0.84 6.56 1.51 5.54 18.94 5.84 35.98 4.40 1.80 6 48.79 72.16 26.61 31.03 8.86 59.97 57.87 29.81 21.46 8.65 2.98 11.58 13.73 35.45 13.44 44.26 9.72 11.55 7 55.75 114.41 111.20 88.04 15.68 115.71 196.62 41.03 41.89 12.71 1.75 18.28 23.99 55.22 14.01 58.32 15.39 25.13 8 66.80 19.82 79.72 11.80 59.60 31.62 42.39 180.61 71.69 86.66 60.83 49.85 27.35 131.34 35.64 147.88 32.98 36.00 9 21.47 13.83 37.22 9.69 17.94 21.69 32.76 79.30 44.03 33.23 23.45 35.01 17.73 60.56 27.29 111.32 21.22 60.72

10 14.88 20.73 4.24 1.95 12.59 9.35 16.54 76.26 37.48 0.32 0.16 29.43 4.02 9.79 12.27 41.83 9.30 2.52 11 1.74 3.25 1.50 0.36 4.46 1.98 2.87 22.94 16.20 0.16 0.08 7.13 13.87 23.91 4.24 18.86 5.56 0.31 12 38.62 68.36 44.79 3.63 3.52 10.13 21.24 79.75 30.20 20.69 10.16 1.95 13.93 33.06 13.60 39.93 3.44 17.66 13 6.80 8.74 14.29 8.63 5.64 9.51 21.10 26.44 18.13 4.21 13.11 15.22 29.17 128.62 41.35 116.26 28.08 3.24 14 39.66 46.55 44.06 84.93 20.27 28.02 72.17 108.70 61.51 9.03 18.66 55.90 128.79 287.91 128.29 427.46 34.38 10.89 15 10.97 18.29 12.64 2.84 2.39 10.04 19.33 34.30 28.69 5.61 2.68 21.36 55.00 126.45 31.48 116.14 38.61 12.47 16 673.86 37.09 35.98 25.29 18.67 39.55 52.53 127.33 115.64 66.81 28.34 22.73 133.89 379.72 155.00 367.84 53.96 23.80 17 4.36 2.77 4.77 6.34 2.94 7.33 43.77 18.06 16.89 2.59 5.36 6.28 27.17 33.17 38.26 53.37 9.22 2.95 18 11.41 18.44 9.88 8.65 1.97 10.21 24.89 19.50 21.10 5.80 0.49 13.16 3.27 9.64 18.54 44.31 2.78 1.47

Post Matrix Estimation1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 10.19 15.76 21.91 8.65 26.60 72.94 71.48 66.71 28.41 8.60 1.16 29.15 3.74 26.87 7.06 789.40 28.70 9.01 2 20.18 27.59 40.61 13.98 20.77 58.90 165.45 24.77 13.86 26.25 4.51 23.49 7.06 36.34 18.37 30.91 7.91 19.15 3 17.48 31.33 21.65 69.72 11.07 26.43 110.84 91.79 25.33 4.40 2.91 36.55 11.84 41.26 15.47 52.42 7.64 7.89 4 44.34 10.29 13.66 3.82 24.17 41.10 33.25 17.55 11.52 3.11 0.27 3.41 6.03 24.97 4.96 27.49 7.20 14.47 5 21.22 15.88 15.73 2.32 0.36 11.24 10.60 32.44 37.52 0.67 6.70 1.52 5.61 17.18 5.44 39.27 4.70 2.08 6 49.60 77.82 26.90 33.40 9.18 61.26 58.62 37.08 16.83 7.16 3.07 12.01 11.93 30.11 12.85 44.16 9.10 14.61 7 56.20 123.64 111.85 91.95 15.89 121.10 198.83 46.52 32.89 10.12 4.14 20.66 20.75 45.52 13.66 58.14 14.82 28.69 8 93.80 23.20 74.67 11.34 56.23 32.10 42.35 198.78 80.00 94.13 62.20 52.83 29.78 142.60 39.20 159.63 35.73 37.31 9 37.82 16.17 35.60 8.15 15.02 18.00 27.19 89.96 44.74 35.48 23.72 35.33 18.03 61.46 27.59 132.00 22.59 61.86

10 14.82 20.74 2.99 1.78 5.42 6.75 13.45 76.40 37.68 0.33 0.16 28.41 4.07 9.94 12.30 43.05 9.32 2.55 11 1.68 3.25 0.93 0.32 1.87 1.12 1.78 23.04 16.37 0.17 0.08 7.51 16.64 28.14 4.26 19.67 5.80 0.32 12 43.66 74.51 52.62 3.91 3.53 10.82 22.33 80.19 30.24 21.55 10.17 2.01 14.57 33.49 13.86 40.51 3.45 17.94 13 6.52 8.67 12.01 8.44 5.11 7.27 16.92 28.36 18.43 4.26 13.14 15.49 29.96 129.57 41.63 117.29 29.70 3.32 14 39.27 46.33 36.97 81.11 13.84 20.71 56.77 114.74 62.41 9.18 18.72 66.85 150.16 328.47 128.92 447.36 36.08 11.14 15 11.24 18.36 8.55 2.27 1.09 6.10 12.98 37.97 29.01 6.08 2.91 26.13 64.68 142.55 34.35 123.39 39.93 12.53 16 724.80 37.87 21.66 22.10 8.87 22.06 33.32 142.39 133.32 69.98 29.93 21.41 138.33 393.29 173.72 387.14 56.54 24.10 17 4.36 2.72 3.61 6.25 2.50 5.16 41.14 23.52 22.20 2.60 5.52 6.24 28.24 34.35 38.32 53.61 11.39 2.97 18 12.91 21.50 9.31 8.87 1.88 10.18 21.99 21.33 21.62 5.80 0.50 13.80 3.29 9.77 18.85 44.68 2.79 1.51

Absolute Difference1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 0.41 1.03 0.55- 0.88 0.04 1.26 0.30 2.79- 0.76 0.02 0.08 1.60 0.05- 0.40- 1.17 58.98 0.43 0.34 2 0.52 1.29 0.61- 1.64 0.04 0.12 0.81 3.70 1.24- 0.00 0.02 1.20 0.03- 0.06- 0.41 0.32 0.37- 0.58 3 0.28 7.67 0.05 20.05 0.06 1.60 6.44 31.49 6.12- 1.00- 0.13 14.90 2.39- 7.94- 0.60- 0.26- 1.70- 2.51 4 0.30 0.87 0.06 0.41 0.02 0.55 0.50 1.48 3.04- 0.45- 0.01 0.03 0.16- 1.35- 0.03- 0.94 0.01- 1.01 5 0.04 0.04 0.05 0.28 0.01 0.10 0.11 1.12- 9.97- 0.17- 0.14 0.02 0.07 1.76- 0.41- 3.29 0.30 0.27 6 0.81 5.66 0.29 2.38 0.33 1.29 0.75 7.27 4.63- 1.49- 0.09 0.43 1.80- 5.34- 0.59- 0.10- 0.62- 3.07 7 0.45 9.22 0.66 3.91 0.21 5.39 2.21 5.49 9.00- 2.59- 2.39 2.38 3.24- 9.71- 0.35- 0.18- 0.57- 3.56 8 27.00 3.38 5.05- 0.46- 3.37- 0.48 0.03- 18.16 8.31 7.47 1.37 2.98 2.44 11.26 3.56 11.74 2.76 1.32 9 16.35 2.33 1.62- 1.55- 2.92- 3.69- 5.57- 10.66 0.71 2.25 0.27 0.32 0.30 0.90 0.30 20.68 1.38 1.15

10 0.06- 0.01 1.25- 0.17- 7.17- 2.60- 3.09- 0.13 0.19 0.01 0.01 1.02- 0.05 0.15 0.03 1.22 0.02 0.03 11 0.07- 0.01 0.57- 0.04- 2.58- 0.86- 1.09- 0.10 0.17 0.00 0.00 0.38 2.77 4.23 0.02 0.81 0.25 0.01 12 5.04 6.16 7.83 0.28 0.02 0.69 1.09 0.44 0.04 0.86 0.01 0.06 0.64 0.43 0.27 0.57 0.01 0.28 13 0.28- 0.07- 2.28- 0.19- 0.53- 2.24- 4.19- 1.92 0.30 0.05 0.03 0.27 0.78 0.96 0.28 1.02 1.63 0.08 14 0.39- 0.23- 7.09- 3.81- 6.43- 7.31- 15.41- 6.04 0.90 0.15 0.06 10.95 21.37 40.56 0.63 19.89 1.70 0.26 15 0.27 0.07 4.09- 0.57- 1.30- 3.94- 6.35- 3.68 0.32 0.47 0.23 4.77 9.68 16.11 2.87 7.25 1.32 0.06 16 50.94 0.78 14.32- 3.20- 9.80- 17.49- 19.22- 15.06 17.68 3.17 1.59 1.32- 4.44 13.57 18.72 19.31 2.59 0.29 17 0.01- 0.05- 1.16- 0.10- 0.44- 2.17- 2.62- 5.45 5.31 0.02 0.16 0.04- 1.07 1.17 0.06 0.23 2.18 0.02 18 1.49 3.06 0.57- 0.22 0.09- 0.03- 2.90- 1.83 0.52 0.00 0.01 0.64 0.02 0.14 0.31 0.37 0.01 0.04

Proportional Difference1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 104% 107% 98% 111% 100% 102% 100% 96% 103% 100% 107% 106% 99% 99% 120% 108% 102% 104%2 103% 105% 99% 113% 100% 100% 100% 118% 92% 100% 100% 105% 100% 100% 102% 101% 96% 103%3 102% 132% 100% 140% 101% 106% 106% 152% 81% 81% 105% 169% 83% 84% 96% 100% 82% 147%4 101% 109% 100% 112% 100% 101% 102% 109% 79% 87% 105% 101% 97% 95% 99% 104% 100% 108%5 100% 100% 100% 114% 103% 101% 101% 97% 79% 79% 102% 101% 101% 91% 93% 109% 107% 115%6 102% 108% 101% 108% 104% 102% 101% 124% 78% 83% 103% 104% 87% 85% 96% 100% 94% 127%7 101% 108% 101% 104% 101% 105% 101% 113% 79% 80% 236% 113% 86% 82% 97% 100% 96% 114%8 140% 117% 94% 96% 94% 102% 100% 110% 112% 109% 102% 106% 109% 109% 110% 108% 108% 104%9 176% 117% 96% 84% 84% 83% 83% 113% 102% 107% 101% 101% 102% 101% 101% 119% 106% 102%

10 100% 100% 71% 91% 43% 72% 81% 100% 101% 103% 103% 97% 101% 102% 100% 103% 100% 101%11 96% 100% 62% 88% 42% 57% 62% 100% 101% 103% 103% 105% 120% 118% 100% 104% 104% 102%12 113% 109% 117% 108% 100% 107% 105% 101% 100% 104% 100% 103% 105% 101% 102% 101% 100% 102%13 96% 99% 84% 98% 91% 76% 80% 107% 102% 101% 100% 102% 103% 101% 101% 101% 106% 102%14 99% 100% 84% 96% 68% 74% 79% 106% 101% 102% 100% 120% 117% 114% 100% 105% 105% 102%15 102% 100% 68% 80% 45% 61% 67% 111% 101% 108% 109% 122% 118% 113% 109% 106% 103% 100%16 108% 102% 60% 87% 47% 56% 63% 112% 115% 105% 106% 94% 103% 104% 112% 105% 105% 101%17 100% 98% 76% 98% 85% 70% 94% 130% 131% 101% 103% 99% 104% 104% 100% 100% 124% 101%18 113% 117% 94% 103% 95% 100% 88% 109% 102% 100% 102% 105% 101% 101% 102% 101% 100% 102%

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F.3. PM Peak PM Pre Matrix Estimation

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 181 2.97 12.30 27.33 9.77 57.80 56.70 63.46 42.62 23.02 28.83 2.72 50.94 1.21 59.34 17.92 733.47 48.41 17.69 2 13.55 27.38 68.04 15.00 35.46 39.93 177.68 18.68 14.97 23.14 2.22 63.14 2.26 14.75 8.14 10.88 9.49 15.25 3 16.19 25.16 30.07 55.15 21.36 16.60 104.47 58.72 36.56 8.54 5.56 65.79 18.48 55.93 19.59 88.61 15.33 1.76 4 19.62 13.28 51.86 4.86 17.14 19.06 68.36 11.11 11.25 3.47 2.60 5.26 5.11 28.22 4.66 42.91 21.04 40.95 5 32.18 26.63 34.25 0.82 0.33 28.38 17.37 5.14 65.22 21.30 12.86 1.27 5.46 10.91 5.19 58.57 3.46 4.03 6 58.35 78.22 44.38 74.45 18.93 14.68 79.88 23.68 19.00 22.32 4.01 14.28 15.93 35.54 24.59 107.99 13.01 15.12 7 95.28 108.10 177.02 166.03 25.44 150.16 239.23 35.17 34.58 38.65 5.81 23.85 29.62 66.15 22.41 135.57 27.60 34.17 8 119.80 26.76 118.39 25.13 65.25 37.85 63.58 146.49 68.61 122.96 72.02 129.46 26.61 69.07 44.10 147.83 55.60 48.34 9 47.16 13.11 56.14 32.69 97.04 20.28 62.40 68.12 55.54 54.31 36.55 40.66 24.71 58.65 34.87 168.05 26.03 90.64

10 16.53 39.54 5.16 2.86 16.52 9.40 13.55 88.14 63.64 0.31 0.16 24.30 2.75 8.82 16.51 41.27 10.04 1.16 11 3.59 12.39 2.00 0.45 1.50 2.81 3.10 31.56 28.78 0.16 0.08 7.72 17.86 31.22 5.93 20.43 5.72 0.25 12 13.32 50.27 21.35 3.95 1.45 27.23 19.33 11.92 4.40 6.68 3.67 1.96 20.80 33.45 19.68 36.53 8.66 4.00 13 11.06 23.83 15.12 6.78 5.78 10.52 17.15 18.98 26.31 5.34 21.19 16.69 33.63 149.29 52.28 150.50 40.72 3.25 14 29.24 87.08 62.72 30.85 7.21 33.68 68.42 59.81 51.59 14.38 27.97 32.60 93.83 239.79 149.54 517.53 51.50 13.35 15 50.95 50.74 19.91 4.95 10.13 23.70 24.98 27.97 37.44 9.72 4.88 29.92 59.77 174.96 46.10 186.58 54.06 31.61 16 1,090.78 137.11 128.08 52.81 149.61 88.24 150.88 89.48 107.32 71.46 32.36 75.84 194.16 505.10 133.92 166.08 88.27 72.51 17 4.34 3.31 7.56 5.43 1.14 6.64 18.03 9.19 19.22 6.13 12.04 15.22 84.56 46.02 46.38 61.84 27.42 8.01 18 15.80 52.04 7.05 21.09 3.90 10.06 29.94 37.34 95.71 8.61 0.40 12.95 4.91 9.90 43.90 82.43 6.66 1.29

Post Matrix Estimation1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 3.80 12.70 27.57 9.90 57.82 56.96 63.60 46.84 30.35 28.79 2.72 72.88 1.22 59.48 18.17 794.61 48.55 17.71 2 16.11 28.76 74.90 15.31 35.50 40.19 191.08 22.96 16.37 23.22 2.24 90.15 2.18 14.62 8.74 11.20 9.28 15.88 3 16.31 25.00 35.35 52.80 21.28 16.81 102.97 86.90 23.21 5.51 6.85 77.33 13.04 40.41 19.13 80.52 10.70 1.99 4 20.42 13.47 58.33 4.95 17.15 19.10 68.45 13.21 8.44 2.93 2.60 5.28 5.15 27.15 4.59 37.77 20.94 41.58 5 32.19 26.67 35.54 0.83 0.34 29.20 17.59 8.62 37.36 12.76 14.78 1.29 5.45 10.13 4.49 61.04 3.55 4.92 6 58.53 80.50 51.59 74.60 26.23 14.97 83.75 29.47 11.21 16.01 4.44 21.60 13.50 26.46 24.34 111.97 12.32 16.97 7 95.64 108.33 187.47 166.31 27.97 150.94 241.59 44.05 20.79 31.85 7.06 28.61 22.80 50.80 21.61 133.79 24.45 38.57 8 206.98 16.78 97.38 12.14 43.27 23.25 55.69 155.05 72.76 123.47 72.81 166.92 27.16 70.71 46.90 159.71 56.75 49.72 9 87.03 6.21 30.77 13.26 39.70 8.32 25.41 76.89 56.45 54.35 36.57 36.16 25.01 59.55 35.17 182.20 26.64 90.72

10 15.62 33.33 2.98 1.22 6.70 3.87 5.56 91.30 63.76 0.32 0.16 20.88 2.80 8.97 16.57 41.38 10.05 1.20 11 3.60 12.40 2.14 0.47 1.24 2.71 4.18 31.74 28.79 0.16 0.08 7.76 17.98 31.62 5.96 20.48 5.82 0.25 12 27.38 57.35 29.59 4.05 1.49 28.94 21.08 12.80 4.52 6.70 3.69 2.02 21.18 33.96 20.01 37.61 8.67 4.46 13 10.17 22.67 10.17 5.59 5.29 4.34 7.44 20.85 26.61 5.39 21.27 19.63 35.49 150.21 52.77 152.37 41.42 3.34 14 26.76 78.68 38.08 17.94 5.85 14.01 29.85 66.17 52.49 14.53 28.18 32.93 95.12 242.70 151.54 519.20 52.32 13.65 15 45.47 48.44 16.88 3.47 8.16 17.99 17.95 32.00 37.74 10.09 5.07 29.03 60.41 176.47 49.01 215.35 54.50 31.67 16 1,164.87 163.02 99.96 47.68 130.70 67.94 128.10 104.43 128.38 71.49 32.40 74.55 198.44 506.58 135.31 168.31 93.65 72.60 17 4.22 2.46 4.17 4.73 0.87 2.80 7.89 12.02 22.12 6.14 12.07 15.23 84.83 46.42 46.45 62.09 34.36 8.04 18 22.77 67.76 7.51 20.51 3.92 10.19 29.76 38.67 98.32 13.02 0.54 16.97 4.92 10.10 46.19 82.61 6.66 1.45

Absolute Difference1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 0.82 0.41 0.23 0.13 0.02 0.25 0.14 4.22 7.33 0.04- 0.00 21.94 0.01 0.15 0.25 61.14 0.14 0.03 2 2.55 1.38 6.86 0.31 0.04 0.26 13.40 4.27 1.40 0.08 0.02 27.01 0.07- 0.13- 0.60 0.32 0.21- 0.63 3 0.12 0.16- 5.28 2.35- 0.07- 0.21 1.50- 28.18 13.35- 3.03- 1.29 11.54 5.44- 15.53- 0.46- 8.09- 4.62- 0.23 4 0.80 0.19 6.47 0.09 0.01 0.05 0.09 2.10 2.81- 0.54- 0.00 0.02 0.04 1.07- 0.06- 5.14- 0.09- 0.63 5 0.02 0.04 1.29 0.02 0.01 0.82 0.22 3.48 27.86- 8.54- 1.92 0.03 0.01- 0.79- 0.70- 2.47 0.09 0.89 6 0.18 2.28 7.21 0.15 7.31 0.28 3.87 5.79 7.80- 6.31- 0.43 7.32 2.43- 9.08- 0.25- 3.98 0.69- 1.86 7 0.36 0.23 10.45 0.28 2.53 0.78 2.36 8.88 13.79- 6.80- 1.25 4.75 6.82- 15.36- 0.80- 1.77- 3.15- 4.40 8 87.18 9.98- 21.01- 12.99- 21.98- 14.59- 7.89- 8.56 4.14 0.50 0.78 37.47 0.55 1.64 2.81 11.87 1.15 1.39 9 39.87 6.91- 25.37- 19.44- 57.34- 11.95- 37.00- 8.77 0.91 0.04 0.02 4.50- 0.30 0.90 0.30 14.14 0.61 0.08

10 0.91- 6.21- 2.18- 1.64- 9.81- 5.53- 8.00- 3.16 0.12 0.01 0.01 3.42- 0.05 0.15 0.06 0.10 0.02 0.05 11 0.01 0.01 0.13 0.02 0.26- 0.10- 1.09 0.19 0.02 0.01 0.00 0.04 0.12 0.40 0.03 0.05 0.10 0.01 12 14.06 7.09 8.24 0.10 0.04 1.72 1.75 0.88 0.13 0.02 0.02 0.06 0.39 0.51 0.32 1.08 0.01 0.46 13 0.90- 1.16- 4.94- 1.19- 0.49- 6.17- 9.71- 1.87 0.30 0.05 0.08 2.94 1.86 0.92 0.49 1.86 0.71 0.10 14 2.48- 8.40- 24.64- 12.91- 1.35- 19.67- 38.56- 6.36 0.90 0.15 0.21 0.33 1.30 2.91 2.01 1.67 0.82 0.29 15 5.48- 2.29- 3.03- 1.48- 1.97- 5.71- 7.03- 4.02 0.30 0.37 0.19 0.88- 0.64 1.51 2.91 28.77 0.44 0.06 16 74.09 25.91 28.11- 5.13- 18.91- 20.30- 22.78- 14.95 21.06 0.03 0.03 1.28- 4.28 1.48 1.39 2.23 5.38 0.09 17 0.12- 0.85- 3.39- 0.71- 0.27- 3.84- 10.13- 2.83 2.90 0.01 0.04 0.01 0.27 0.40 0.07 0.25 6.94 0.03 18 6.96 15.71 0.45 0.58- 0.02 0.13 0.17- 1.33 2.62 4.41 0.13 4.02 0.02 0.20 2.29 0.19 0.01 0.16

Proportional Difference1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18

1 128% 103% 101% 101% 100% 100% 100% 110% 132% 100% 100% 143% 101% 100% 101% 108% 100% 100%2 119% 105% 110% 102% 100% 101% 108% 123% 109% 100% 101% 143% 97% 99% 107% 103% 98% 104%3 101% 99% 118% 96% 100% 101% 99% 148% 63% 65% 123% 118% 71% 72% 98% 91% 70% 113%4 104% 101% 112% 102% 100% 100% 100% 119% 75% 84% 100% 100% 101% 96% 99% 88% 100% 102%5 100% 100% 104% 102% 103% 103% 101% 168% 57% 60% 115% 102% 100% 93% 87% 104% 103% 122%6 100% 103% 116% 100% 139% 102% 105% 124% 59% 72% 111% 151% 85% 74% 99% 104% 95% 112%7 100% 100% 106% 100% 110% 101% 101% 125% 60% 82% 122% 120% 77% 77% 96% 99% 89% 113%8 173% 63% 82% 48% 66% 61% 88% 106% 106% 100% 101% 129% 102% 102% 106% 108% 102% 103%9 185% 47% 55% 41% 41% 41% 41% 113% 102% 100% 100% 89% 101% 102% 101% 108% 102% 100%

10 95% 84% 58% 43% 41% 41% 41% 104% 100% 103% 103% 86% 102% 102% 100% 100% 100% 104%11 100% 100% 107% 105% 83% 97% 135% 101% 100% 103% 103% 101% 101% 101% 101% 100% 102% 103%12 206% 114% 139% 102% 103% 106% 109% 107% 103% 100% 101% 103% 102% 102% 102% 103% 100% 111%13 92% 95% 67% 82% 92% 41% 43% 110% 101% 101% 100% 118% 106% 101% 101% 101% 102% 103%14 92% 90% 61% 58% 81% 42% 44% 111% 102% 101% 101% 101% 101% 101% 101% 100% 102% 102%15 89% 95% 85% 70% 81% 76% 72% 114% 101% 104% 104% 97% 101% 101% 106% 115% 101% 100%16 107% 119% 78% 90% 87% 77% 85% 117% 120% 100% 100% 98% 102% 100% 101% 101% 106% 100%17 97% 74% 55% 87% 76% 42% 44% 131% 115% 100% 100% 100% 100% 101% 100% 100% 125% 100%18 144% 130% 106% 97% 101% 101% 99% 104% 103% 151% 133% 131% 100% 102% 105% 100% 100% 113%