Traffic Assessment - Renfrewshire Council

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Old Greenock Road Ferry Road Kingston Road 123 45 64 155 366 120 9 36 354 269 65 190 243 8 21 149 271 257 190 498 206 283 236 68 391 27 36 7 30 440 280 138 3 7 17 28 Newton Road Rossland Crescent Station Road Weekday PM Base plus Development - (Sensitivity Test) Figure F7
Output Area Population Distribution 60RC000006 0 0% 60RC000976 0 0% 60RC000977 171 4% 60RC000980 162 3% 60RC000981 237 5% 60RC000982 168 4% 60RC000983 165 3% 60RC000984 134 3% 60RC000985 190 4% 60RC000986 166 3% 60RC000987 132 3% Assignement 60RC000988 101 2% Lyle Crescent Newton Road Old Greenoc Road Ferry Road Rossland Crescent Kingston Road West Kingston Road East 60RC000989 104 2% 9% 4% 1% 27% 2% 52% 4% 60RC000990 85 2% 60RC000991 125 3% 60RC000992 159 3% 60RC000993 100 2% 60RC000994 108 2% 60RC000995 124 3% 60RC000996 168 4% 60RC000997 172 4% 60RC000998 97 2% 60RC000999 121 3% 60RC001000 216 5% 60RC001001 168 4% 60RC001002 144 3% 60RC001046 0 0% 60RC001047 0 0% 60RC001444 163 3% 60RC001445 66 1% 60RC001446 115 2% 60RC001447 294 6% 60RC000978 135 3% 60RC000979 140 3% 60RC001003 180 4% 60RC001442 100 2% 60RC001443 75 2% Total 4785 100% Bishopton Population Distribution & Assignment Figure F8
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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
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 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: Old Greenock Road Ferry Road Kingst
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 and 96: Methodology for Employment Developm
Page 97 and 98: Table 4.24 Employment Development -
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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TIME PERIOD BEGINS 16.00 AND ENDS 1
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I D-C 1.51 5.79 0.260 0.00 0.34 4.9
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I A-D 3.78 I I AB-C ( 7.23) I I AB-
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I 17.00-17.15 I I B-ACD 0.40 6.18 0
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------------------------- TIME NO.
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I C-A I 503.8 I 335.8 I I I I I I C
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. QUEUE AND DELAY INFORMATION FOR E
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I C-A 5.36 I I C-B 0.12 I I CD-A (
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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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