Traffic Assessment - Renfrewshire Council

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I AB-D ( 3.89) 7.31 0.532 1.09 1.11 16.6 0.29 I I D-AB 0.81 6.61 0.122 0.14 0.14 2.1 0.17 I I D-C 2.20 4.55 0.484 0.89 0.91 13.5 0.42 I I C-D 2.26 I I C-A 6.57 I I C-B 0.15 I I CD-A ( 7.21) I I CD-B ( 0.31) 7.12 0.044 0.05 0.05 0.7 0.15 I I I .------------------------------------------------------------------------------------------------------------- ----- .------------------------------------------------------------------------------------------------------------- ----- I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.00-17.15 I I B-ACD 0.34 6.41 0.054 0.08 0.06 0.9 0.16 I I A-B 0.36 I I A-C 5.72 I
I A-D 3.07 I I AB-C ( 5.77) I I AB-D ( 3.18) 7.65 0.415 1.11 0.73 11.5 0.23 I I D-AB 0.66 7.41 0.089 0.14 0.10 1.5 0.15 I I D-C 1.80 5.29 0.340 0.91 0.53 8.5 0.29 I I C-D 1.84 I I C-A 5.36 I I C-B 0.12 I I CD-A ( 5.89) I I CD-B ( 0.26) 7.56 0.034 0.05 0.04 0.5 0.14 I I I .------------------------------------------------------------------------------------------------------------- ----- .------------------------------------------------------------------------------------------------------------- ----- I TIME DEMAND CAPACITY DEMAND/ PEDESTRIAN START END DELAY GEOMETRIC DELAY AVERAGE DELAY I I (VEH/MIN) (VEH/MIN) CAPACITY FLOW QUEUE QUEUE (VEH.MIN/ (VEH.MIN/ PER ARRIVING I I (RFC) (PEDS/MIN) (VEHS) (VEHS) TIME SEGMENT) TIME SEGMENT) VEHICLE (MIN) I I 17.15-17.30 I I B-ACD 0.29 6.86 0.042 0.06 0.04 0.7 0.15 I
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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
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Indicative Village Centre Layout Pa
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Appendix C Walking and Cycling Info
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© Crown copyright. All rights rese
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Key NCN 75 NCN 7 Existing National
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Park and Ride Indicative JMP 2011 P
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Proposed Bus Network Proposals JMP
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Traffic Data Figure F1 - Weekday PM
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Old Greenock Road Ferry Road Kingst
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In 94 Out 98 Old Greenock Road Ferr
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Old Greenock Road Ferry Road Kingst
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Output Area Population Distribution
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Old Greenock Road Ferry Road Kinsto
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Weekday Arrivals Departures Totals
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2008 Transport Assessment Chapter 4
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4.10 It has been assumed that all p
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4.26 It should be noted that althou
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Employment 4.38 As with the residen
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Secondary Education 4.52 The second
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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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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 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
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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
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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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