Traffic Assessment - Renfrewshire Council

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Table 4.22 Proposed Employment Development People Trip Distribution Distance Band Percentage by Band Resident Location AM Trips PM Trips Comments 0-5km 36% Bishopton 280 220 Erskine West 108 85 Erskine Central 106 83 5-10km 22% Shotroods 32 25 Erskine SEast and Inchinnan 90 70 Linwood (East and West) 68 54 Bridge of Weir 86 67 Houston/Craigend/ Langbank 36 28 Dumbartonshire / Clydebank 73 57 4% 10-20km 26% Paisley 176 138 Johnstone 71 56 Glasgow 238 187 13% Port Glasgow plus part Inverclyde 20km+ 16% Remainder of Inverclyde and other Local Authority Areas 37 29 Kilmalcolm 12 9 Renfrew / Braehead 52 41 366 287 Total 100% 1831 1436 4.76 The mode share which has been applied to the above people trips has been taken from the 2001 Census, where mode of travel by distance travelled to work is provided. For Bishopton, the Census details for mode share by distance are indicated by Table 4.23. Table 4.23 Mode Share by Distance Travelled to Work in Bishopton Percentage Mode Share Total 0-5km 5km-10km 10km-20km 20km+ All Modes 100% 36% 22% 26% 16% Train 4% 0% 1% 10% 10% Bus 19% 21% 28% 13% 13% Car / Taxi 52% 37% 50% 65% 65% Car Passenger 16% 19% 20% 12% 12% Motorcycle 0% 0% 0% 0% 0% Bicycle 0% 0% 0% 0% 0% Foot 9% 23% 1% 0% 0% 4.77 The application of the above mode share to the trip distribution identifies the following total trip movements by mode associated with AM and PM peak hour employment development related trips respectively. 4.78 The resulting trip distribution patterns by mode associated with the employment development at Bishopton are indicated by Table 4.24 and Table 4.25 for the AM and PM peak scenarios.
Table 4.24 Employment Development – AM Peak Trip Distribution by Mode Employment Location People Trips Walk/ Cycle Bus Train Car Car Passenger Bishopton 280 64 0 0 162 53 Erskine West 108 25 52 0 10 20 Erskine Central 106 24 52 0 10 20 Glasgow Airport and St James 32 1 16 1 8 6 Erskine SEast and Inchinnan 90 2 47 0 23 18 Linwood (East and West) 68 0 0 0 55 14 Bridge of Weir 86 2 45 2 21 17 Houston/Craigend/Langbank 36 0 0 0 29 7 Dumbartonshire / Clydebank 73 0 0 1 57 15 Paisley 176 0 23 23 108 21 Johnstone 71 0 9 0 53 9 Glasgow 238 0 32 31 147 29 Port Glasgow plus part Inverclyde 37 0 5 5 23 4 Kilmalcolm 12 0 0 0 11 1 Renfrew / Braehead 52 0 7 0 39 6 Remainder of Inverclyde and other Local Authority Areas 366 0 48 37 238 44 Total 1831 118 336 100 994 284 Table 4.25 Employment Development – PM Peak Trip Distribution by Mode Employment Location People Trips Walk/ Cycle Bus Train Car Car Passenger Bishopton 220 51 0 0 128 42 Erskine West 85 19 41 0 8 16 Erskine Central 83 19 40 0 8 16 Glasgow Airport and St James 25 0 13 0 6 5 Erskine SEast and Inchinnan 70 1 37 0 18 14 Linwood (East and West) 54 0 0 0 43 11 Bridge of Weir 67 1 35 1 16 13 Houston/Craigend/Langbank 28 0 0 22 6 Dumbartonshire / Clydebank 57 0 0 1 45 11 Paisley 138 0 18 18 85 17 Johnstone 56 0 7 0 42 7 Glasgow 187 0 25 24 115 22 Port Glasgow plus part Inverclyde 29 0 4 4 18 3 Kilmalcolm 9 0 0 0 8 1 Renfrew / Braehead 41 0 5 0 31 5 Remainder of Inverclyde and other Local Authority Areas 287 0 37 29 187 34 Total 1436 91 262 77 780 223 Full Development Trip Patterns 4.79 The combination of both the residential and development related trip patterns are indicated by Table 4.26 and Table 4.27 below. The assignment of development related traffic will be reflected in part by the analysis later in this report and in the other detailed studies that flow from the STAG Part 2 appraisal.
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Dargavel Village Proposed Village C
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Dargavel Village Proposed Village C
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Travel Plan........................
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1.3 The vehicular access strategy f
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2 Existing and Committed Transport
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Public Transport 2.12 Conditions 13
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Table 2.3 Dargavel Masterplan - Bus
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Greenock Road / Kingston Road 2.34
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3.7 Furthermore, with the increase
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Table 3.4 Internal & External Peopl
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3.31 Following the preparation of a
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4.7 As the consented infrastructure
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4.17 With regard to the signalised
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Table 4.5 A8 Greenock Road / Statio
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4.42 For the purposes of this exerc
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• Junction format and is there a
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Figure 5.1 Station Road Underpass F
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Table 5.1 Dargavel Masterplan - Bus
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6 Car Parking Strategy Management 6
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Table 6.2 Town Centre Shared Trips
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7 Conclusions 7.1 JMP Consultants L
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Rossland Crescent Access • A furt
Page 45: Consented Masterplan Page Job No Re
Page 49 and 50: Indicative Village Centre Layout Pa
Page 52 and 53: Appendix C Walking and Cycling Info
Page 54 and 55: © Crown copyright. All rights rese
Page 56: Key NCN 75 NCN 7 Existing National
Page 59: Park and Ride Indicative JMP 2011 P
Page 63: Proposed Bus Network Proposals JMP
Page 67 and 68: Traffic Data Figure F1 - Weekday PM
Page 69 and 70: Old Greenock Road Ferry Road Kingst
Page 71 and 72: In 94 Out 98 Old Greenock Road Ferr
Page 73 and 74: Old Greenock Road Ferry Road Kingst
Page 75 and 76: Output Area Population Distribution
Page 77 and 78: Old Greenock Road Ferry Road Kinsto
Page 79 and 80: Weekday Arrivals Departures Totals
Page 81 and 82: 2008 Transport Assessment Chapter 4
Page 83 and 84: 4.10 It has been assumed that all p
Page 85 and 86: 4.26 It should be noted that althou
Page 87 and 88: Employment 4.38 As with the residen
Page 89 and 90: Secondary Education 4.52 The second
Page 91 and 92: Table 4.13 Peak Hour Residential an
Page 93 and 94: Table 4.16 Proposed Residential Dev
Page 95: Methodology for Employment Developm
Page 99 and 100: Conclusion 4.80 The residual car tr
Page 102 and 103: Appendix H Proposed Road Infrastruc
Page 104: Rev. Client Project Title Date Draw
Page 108 and 109: TRICS and Trip Generation Calculati
Page 110 and 111: TRICS 2012(b)v6.10.2 171012 B15.27
Page 116 and 117: Bishopton Retail Trip Generation Ca
Page 118 and 119: Bishopton Retail Transport Assessme
Page 120 and 121: Junction Analysis Output Files 1 -
Page 122 and 123: ENUMERATOR : JOB NUMBER : SCT3526 S
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Page 126 and 127: TIME PERIOD BEGINS 16.00 AND ENDS 1
Page 128 and 129: I D-C 1.51 5.79 0.260 0.00 0.34 4.9
Page 130 and 131: I A-D 3.78 I I AB-C ( 7.23) I I AB-
Page 132 and 133: I 17.00-17.15 I I B-ACD 0.40 6.18 0
Page 134 and 135: ------------------------- TIME NO.
Page 136 and 137: I C-A I 503.8 I 335.8 I I I I I I C
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Page 140 and 141: . QUEUE AND DELAY INFORMATION FOR E
Page 142 and 143: I C-A 5.36 I I C-B 0.12 I I CD-A (
Page 144 and 145: I AB-D ( 3.89) 7.31 0.532 1.09 1.11
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I A-B 0.30 I I A-C 4.79 I I A-D 2.5
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. QUEUE FOR STREAM CD-B -----------
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TRL LIMITED (C) COPYRIGHT 2006 CAPA
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I MAJOR ROAD RIGHT TURN - WIDTH I (
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I ARM C I 15.00 I 45.00 I 75.00 I 6
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I C-A 1.49 I I A-B 1.02 I I A-C 7.4
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I B-C 4.84 6.15 0.787 24.60 8.50 24
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. 16.30 1.8 ** 16.45 4.5 **** 17.00
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TIME PERIOD BEGINS 16.00 AND ENDS 1
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I TIME DEMAND CAPACITY DEMAND/ PEDE
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I I .------------------------------
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ENDING IN QUEUE 16.15 0.6 * 16.30 0
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Output Summary Output Summary User
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Output Summary Scenario 2: 'Scenari
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Output Summary Scenario 3: 'Scenari
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Output Summary Lane Input Data Junc
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Output Summary Stage Diagram 1 Min
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Basic Results Summary Basic Results
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Basic Results Summary Scenario 2: '
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Basic Results Summary Scenario 3: '
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Basic Results Summary Lane Input Da
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Basic Results Summary Stage Sequenc
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Basic Results Summary Basic Results
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Basic Results Summary Lane Input Da
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___________________ A R C A D Y 6 _
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E = entry width Vm = minimum approa
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I 16.00-16.15 I I ARM A 7.10 15.65
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.QUEUE AT ARM C -------------- TIME
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Appendix K Renfrewshire Council Con
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Meeting Minutes Date 1 November 201
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Meeting at Renfrewshire Council Job
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This e-mail, and any files transmit
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[D] 0141 226 6926 [T] 0141 221 4030
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Traffic Assessment - Renfrewshire Council

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