Traffic Assessment - Renfrewshire Council

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Appendix B Indicative Village Centre Layout Job No Report No Issue no Report Name Page SCT3526 1 1 Dargavel Village (ROF Bishopton) B1
Indicative Village Centre Layout Page Job No Report No Issue no Report Name B2 SCT3526 1 1 Dargavel Village (ROF Bishopton)
Page 1 and 2: Dargavel Village Proposed Village C
Page 3 and 4: 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 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 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 112 and 113:
TRICS 2012(b)v6.10.2 171012 B15.27
Page 114 and 115:
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
Page 124 and 125:
-----------------------------------
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
Page 138 and 139:
-----------------------------------
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
Page 148 and 149:
. QUEUE FOR STREAM CD-B -----------
Page 150 and 151:
TRL LIMITED (C) COPYRIGHT 2006 CAPA
Page 152 and 153:
I MAJOR ROAD RIGHT TURN - WIDTH I (
Page 154 and 155:
I ARM C I 15.00 I 45.00 I 75.00 I 6
Page 156 and 157:
I C-A 1.49 I I A-B 1.02 I I A-C 7.4
Page 158 and 159:
I B-C 4.84 6.15 0.787 24.60 8.50 24
Page 160 and 161:
. 16.30 1.8 ** 16.45 4.5 **** 17.00
Page 162 and 163:
TIME PERIOD BEGINS 16.00 AND ENDS 1
Page 164 and 165:
I TIME DEMAND CAPACITY DEMAND/ PEDE
Page 166 and 167:
I I .------------------------------
Page 168 and 169:
ENDING IN QUEUE 16.15 0.6 * 16.30 0
Page 170 and 171:
Output Summary Output Summary User
Page 172 and 173:
Output Summary Scenario 2: 'Scenari
Page 174 and 175:
Output Summary Scenario 3: 'Scenari
Page 176 and 177:
Output Summary Lane Input Data Junc
Page 178 and 179:
Output Summary Stage Diagram 1 Min
Page 180 and 181:
Basic Results Summary Basic Results
Page 182 and 183:
Basic Results Summary Scenario 2: '
Page 184 and 185:
Basic Results Summary Scenario 3: '
Page 186 and 187:
Basic Results Summary Lane Input Da
Page 188 and 189:
Basic Results Summary Stage Sequenc
Page 190 and 191:
Basic Results Summary Basic Results
Page 192 and 193:
Basic Results Summary Lane Input Da
Page 194 and 195:
___________________ A R C A D Y 6 _
Page 196 and 197:
E = entry width Vm = minimum approa
Page 198 and 199:
I 16.00-16.15 I I ARM A 7.10 15.65
Page 200 and 201:
-----------------------------------
Page 202 and 203:
.QUEUE AT ARM C -------------- TIME
Page 205 and 206:
Appendix K Renfrewshire Council Con
Page 207 and 208:
Meeting Minutes Date 1 November 201
Page 209 and 210:
Meeting at Renfrewshire Council Job
Page 211 and 212:
This e-mail, and any files transmit
Page 213:
[D] 0141 226 6926 [T] 0141 221 4030
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Traffic Assessment - Renfrewshire Council

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