Traffic Assessment - Renfrewshire Council

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Table 4.26 Combined Residential and Employment AM Peak Trip Distribution Location People Trips Walk/ Cycle Bus Train Car Car Passenger Bishopton 429 86 0 0 269 72 Erskine West 345 60 63 11 158 51 Erskine Central 128 27 53 1 23 23 Glasgow Airport and St James 331 13 25 54 209 30 Erskine SEast and Inchinnan 167 5 49 14 75 24 Linwood (East and West) 144 3 2 0 119 20 Bridge of Weir 132 3 45 2 62 21 Houston/Craigend/Langbank 129 1 0 0 114 14 Dunbartonshire / Clydebank 134 0 0 12 102 20 Paisley 316 0 24 59 200 31 Johnstone 97 0 9 0 77 11 Glasgow 824 0 38 198 514 75 Port Glasgow plus part Inverclyde 83 0 5 18 51 8 Kilmalcolm 18 0 0 0 17 2 Renfrew / Braehead 115 0 8 96 11 Remainder of Inverclyde and other Local Authority Areas 509 0 49 51 361 48 Total 3901 198 370 420 2447 461 Table 4.27 Combined Residential and Employment PM Peak Trip Distribution Employment Location People Trips Walk/ Cycle Bus Train Car Car Passenger Bishopton 355 71 0 0 225 60 Erskine West 299 51 51 10 142 44 Erskine Central 103 22 41 1 20 19 Glasgow Airport and St James 296 11 21 48 188 27 Erskine SEast and Inchinnan 140 4 39 13 65 20 Linwood (East and West) 123 3 2 0 101 16 Bridge of Weir 108 1 35 1 54 16 Houston/Craigend/Langbank 112 1 0 0 99 13 Dumbartonshire / Clydebank 112 0 0 11 86 15 Paisley 263 0 19 51 168 26 Johnstone 80 0 7 0 63 9 Glasgow 717 0 30 176 447 63 Port Glasgow plus part Inverclyde 71 0 4 16 44 6 Kilmalcolm 15 0 0 0 13 1 Renfrew / Braehead 98 0 6 0 83 10 Remainder of Inverclyde and other Local Authority Areas 416 0 38 42 298 38 Total 3308 164 293 369 2096 383
Conclusion 4.80 The residual car trips estimated by the above development travel characteristics process is considered to be the worst case scenario as no account has been taken of measures that will be introduced to reduce car travel. Measures such as the improvement of the public transport interchange and the introduction of other sustainable transport measures and infrastructure will be a primary area of focus in the delivery of the development. Alongside the land use mix, this should have the effect of reducing the need to travel outwith Bishopton and also provide the necessary mode choice when this longer distance travel is necessary. The following Chapter will seek to estimate the impact that new Transport Intervention Measures will have on the development modal split. <strong>Traffic</strong> Assignment 4.81 The traffic assignment is based on the assignment figures presented in the STAG part 1 document. These figures only covered an area, as far south and east as M8 J30 (St James Interchange). Therefore, they were extended eastwards to include the M8 and A8 to J25, which also included Renfrew. 4.82 The assignment pattern is shown in Table 4.28 and Table 4.29, for the cases of without and with a new motorway junction, as part of the Development proposals. Table 4.28 AM and PM Peak <strong>Traffic</strong> Assignment (No New Junction) Route Locations Included AM Car Trips From Devt To Devt PM Car Trips From Devt M8 West via J31 Inverclyde 338 231 107 275 133 142 Bishopton Existing Village 522 264 258 541 312 229 A737 via J30 Johnstone, Paisley, Linwood 278 75 203 314 217 97 B790 Houston 231 145 86 134 78 56 A726 South via J30 B815 Dumbarton, Clydebank, Erskine, Glasgow To Devt Paisley 398 245 153 340 186 154 224 145 79 169 90 79 A8 Renfrew, Glasgow 314 207 107 262 132 130 M8 East via J30 Glasgow 142 104 38 61 14 47 Total 2447 1416 1031 2096 1162 934
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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
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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
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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
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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
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Page 85 and 86: 4.26 It should be noted that althou
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Page 89 and 90: Secondary Education 4.52 The second
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Page 102 and 103: Appendix H Proposed Road Infrastruc
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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
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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
Page 146 and 147: 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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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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