Traffic Assessment - Renfrewshire Council

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TIME PERIOD BEGINS 16.00 AND ENDS 17.30 LENGTH OF TIME PERIOD - 90 MIN. LENGTH OF TIME SEGMENT - 15 MIN. .DEMAND FLOW PROFILES ARE SYNTHESISED FROM TURNING COUNT DATA ------------------------------------------------------------------------------------ I I NUMBER OF MINUTES FROM START WHEN I RATE OF FLOW (VEH/MIN) I I ARM I FLOW STARTS I TOP OF PEAK I FLOW STOPS I BEFORE I AT TOP I AFTER I I I TO RISE I IS REACHED I FALLING I PEAK I OF PEAK I PEAK I I I I I I I I I ------------------------------------------------------------------------------------ I ARM A I 15.00 I 45.00 I 75.00 I 7.81 I 11.72 I 7.81 I I ARM B I 15.00 I 45.00 I 75.00 I 0.34 I 0.51 I 0.34 I I ARM C I 15.00 I 45.00 I 75.00 I 6.21 I 9.32 I 6.21 I I ARM D I 15.00 I 45.00 I 75.00 I 2.06 I 3.09 I 2.06 I ------------------------------------------------------------------------------------ .Demand set: 2012 PM Base + Development -------------------------------------------------------------------- I I TURNING PROPORTIONS I I I TURNING COUNTS I I I (PERCENTAGE OF H.V.S) I I ----------------------------------------------- I TIME I FROM/TO I ARM A I ARM B I ARM C I ARM D I -------------------------------------------------------------------- I 16.00 - 16.15 I I I I I I I I ARM A I 0.000 I 0.045 I 0.626 I 0.330 I I I I 0.0 I 28.0 I 391.0 I 206.0 I I I I ( 0.0)I ( 10.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM B I 0.630 I 0.000 I 0.111 I 0.259 I I I I 17.0 I 0.0 I 3.0 I 7.0 I I I I ( 10.0)I ( 0.0)I ( 10.0)I ( 10.0)I I I I I I I I I I ARM C I 0.736 I 0.016 I 0.000 I 0.247 I I I I 366.0 I 8.0 I 0.0 I 123.0 I
I I I ( 10.0)I ( 10.0)I ( 0.0)I ( 10.0)I I I I I I I I I I ARM D I 0.218 I 0.055 I 0.727 I 0.000 I I I I 36.0 I 9.0 I 120.0 I 0.0 I I I I ( 10.0)I ( 10.0)I ( 10.0)I ( 0.0)I I I I I I I I -------------------------------------------------------------------- TURNING PROPORTIONS ARE CALCULATED FROM TURNING COUNT DATA DEFAULT PROPORTIONS OF HEAVY VEHICLES ARE USED . QUEUE AND DELAY INFORMATION FOR EACH 15 MIN TIME SEGMENT -------------------------------------------------------- FOR DEMAND SET 2012 PM Base + Development AND FOR TIME PERIOD 1 .------------------------------------------------------------------------------------------------------------- ----- 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 16.00-16.15 I I B-ACD 0.34 6.65 0.051 0.00 0.05 0.8 0.16 I I A-B 0.35 I I A-C 4.91 I I A-D 2.58 I I AB-C ( 4.94) I I AB-D ( 2.67) 7.87 0.340 0.00 0.50 7.1 0.19 I I D-AB 0.56 7.85 0.072 0.00 0.08 1.1 0.14 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
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 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 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
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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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-----------------------------------
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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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