Traffic Assessment - Renfrewshire Council

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Key NCN 75 NCN 7 Existing National Cycle Network (NCN) routes Existing on road routes Existing cycle route © Crown copyright. All rights reserved. Licence number 100017562 Site <strong>Renfrewshire</strong> <strong>Council</strong> proposed cycle route Proposed leisure routes Possible future links Clyde Panoramas N NCN 7 Existing and proposed cycle network figure C3
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Dargavel Village Proposed Village C
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Dargavel Village Proposed Village C
Page 5 and 6: Travel Plan........................
Page 7 and 8: 1.3 The vehicular access strategy f
Page 9 and 10: 2 Existing and Committed Transport
Page 11 and 12: Public Transport 2.12 Conditions 13
Page 13 and 14: Table 2.3 Dargavel Masterplan - Bus
Page 15 and 16: Greenock Road / Kingston Road 2.34
Page 17 and 18: 3.7 Furthermore, with the increase
Page 19 and 20: Table 3.4 Internal & External Peopl
Page 21 and 22: 3.31 Following the preparation of a
Page 23 and 24: 4.7 As the consented infrastructure
Page 25 and 26: 4.17 With regard to the signalised
Page 27 and 28: Table 4.5 A8 Greenock Road / Statio
Page 29 and 30: 4.42 For the purposes of this exerc
Page 31 and 32: • Junction format and is there a
Page 33 and 34: Figure 5.1 Station Road Underpass F
Page 35 and 36: Table 5.1 Dargavel Masterplan - Bus
Page 37 and 38: 6 Car Parking Strategy Management 6
Page 39 and 40: Table 6.2 Town Centre Shared Trips
Page 41 and 42: 7 Conclusions 7.1 JMP Consultants L
Page 43 and 44: 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 58 and 59: Appendix D Park & Ride Proposed Lay
Page 62 and 63: Appendix E Proposed Bus Network Pro
Page 66 and 67: Appendix F Traffic Data Job No Repo
Page 68 and 69: Old Greenock Road Ferry Road Kingst
Page 72 and 73: In 94 Out 98 Old Greenock Road Ferr
Page 76 and 77: 1645-1745) Old Greenock Road Ferry
Page 78 and 79: Traffic Growth Comparison Each Site
Page 80 and 81: Appendix G 2008 Transport Assessmen
Page 82 and 83: 4 Development Travel Characteristic
Page 84 and 85: Leisure 4.19 Trip purpose data pres
Page 86 and 87: Table 4.5 Employment Trip Compositi
Page 88 and 89: Community 4.43 It is proposed that
Page 90 and 91: Table 4.11 Peak Hour Trip Discounts
Page 92 and 93: Methodology for Residential Develop
Page 94 and 95: 4.71 The resulting trip distributio
Page 96 and 97: Table 4.22 Proposed Employment Deve
Page 98 and 99: Table 4.26 Combined Residential and
Page 100: Table 4.29 AM and PM Peak Traffic A
Page 103 and 104: Proposed Road Infrastructure Improv
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Appendix I TRICS and TRIP Generatio
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TRICS 2012(b)v6.10.2 171012 B15.27
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TRICS 2012(b)v6.10.2 171012 B15.27
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TRICS 2012(b)v6.10.2 171012 B15.27
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TRICS 2012(b)v6.10.2 171012 B15.27
Page 117 and 118:
Bishopton Retail Transport Assessme
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Appendix J Junction Analysis Output
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TRL LIMITED (C) COPYRIGHT 2006 CAPA
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.GEOMETRIC DATA -------------- ----
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-----------------------------------
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I I I ( 10.0)I ( 10.0)I ( 0.0)I ( 1
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I AB-D ( 3.19) 7.62 0.419 0.50 0.70
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I A-B 0.51 I I A-C 7.17 I I A-D 3.7
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I (VEH/MIN) (VEH/MIN) CAPACITY FLOW
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SEGMENT VEHICLES ENDING IN QUEUE 16
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-----------------------------------
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I ARM I FLOW STARTS I TOP OF PEAK I
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I CD-A ( 4.93) I I CD-B ( 0.21) 7.8
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I D-C 2.20 4.56 0.483 0.50 0.89 12.
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I A-D 3.07 I I AB-C ( 5.77) I I AB-
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17.15 0.1 17.30 0.0 . QUEUE FOR STR
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* INCLUSIVE DELAY INCLUDES DELAY SU
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ENUMERATOR : JOB NUMBER : SCT3526 S
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* Due to the presence of a flare, d
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I (RFC) (PEDS/MIN) (VEHS) (VEHS) TI
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.----------------------------------
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I A-C 6.25 I I I .-----------------
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I Intercept For Slope For Opposing
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I I I I I I -----------------------
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I B-A 2.53 2.81 0.902 0.93 4.20 45.
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I (RFC) (PEDS/MIN) (VEHS) (VEHS) TI
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* INCLUSIVE DELAY INCLUDES DELAY SU
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Output Summary Network Results Item
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Page 175 and 176:
Page 177 and 178:
Output Summary Phase Diagram A Phas
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Output Summary Traffic Flows, Actua
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Basic Results Summary Network Resul
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Page 185 and 186:
Page 187 and 188:
Basic Results Summary Phase Diagram
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Basic Results Summary Scenario 3: '
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Page 193 and 194:
Basic Results Summary Phase Intergr
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LOCATION: DATE: 14/11/12 CLIENT: EN
Page 197 and 198:
DEMAND SET TITLE: PM Peak .--------
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I (VEH/MIN) (VEH/MIN) CAPACITY FLOW
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I ARM B 5.78 11.12 0.520 - - - 2.1
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* THESE WILL ONLY BE SIGNIFICANTLY
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Renfrewshire Council Consultation 1
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Meeting at Renfrewshire Council Job
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Steven Livingstone From: john.evere
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Steven Livingstone From: john.evere
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Traffic Assessment - Renfrewshire Council

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