Traffic Assessment - Renfrewshire Council

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. 16.30 1.8 ** 16.45 4.5 **** 17.00 4.9 ***** 17.15 2.0 ** 17.30 1.1 * QUEUEING DELAY INFORMATION OVER WHOLE PERIOD -------------------------------------------- --------------------------------------------------------------------------- I STREAM I TOTAL DEMAND I * QUEUEING * I * INCLUSIVE QUEUEING * I I I I * DELAY * I * DELAY * I I I----------------------------------------------------------------I I I (VEH) (VEH/H) I (MIN) (MIN/VEH) I (MIN) (MIN/VEH) I --------------------------------------------------------------------------- I B-C I 444.6 I 296.4 I 717.2 I 1.61 I 717.3 I 1.61 I I B-A I 189.9 I 126.6 I 380.5 I 2.00 I 380.5 I 2.00 I I C-AB I 571.6 I 381.0 I 234.9 I 0.41 I 235.0 I 0.41 I I C-A I 116.7 I 77.8 I I I I I I A-B I 93.6 I 62.4 I I I I I I A-C I 685.5 I 457.0 I I I I I --------------------------------------------------------------------------- I ALL I 2101.8 I 1401.2 I 1332.6 I 0.63 I 1332.8 I 0.63 I --------------------------------------------------------------------------- * DELAY IS THAT OCCURRING ONLY WITHIN THE TIME PERIOD * INCLUSIVE DELAY INCLUDES DELAY SUFFERED BY VEHICLES WHICH ARE STILL QUEUEING AFTER THE END OF THE TIME PERIOD * THESE WILL ONLY BE SIGNIFICANTLY DIFFERENT IF THERE IS A LARGE QUEUE REMAINING AT THE END OF THE TIME PERIOD. *******END OF RUN******* .SLOPES AND INTERCEPT -------------------- (NB:Streams may be combined, in which case capacity will be adjusted) ---------------------------------------------------------
I Intercept For Slope For Opposing Slope For Opposing I I STREAM B-C STREAM A-C STREAM A-B I --------------------------------------------------------- I 0.00 0.00 0.00 I --------------------------------------------------------- * Due to the presence of a flare, data is not available -------------------------------------------------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing Slope For Opposing Slope For OpposingI I STREAM B-A STREAM A-C STREAM A-B STREAM C-A STREAM C-B I -------------------------------------------------------------------------------------------------- I 0.00 0.00 0.00 0.00 0.00 I -------------------------------------------------------------------------------------------------- * Due to the presence of a flare, data is not available --------------------------------------------------------- I Intercept For Slope For Opposing Slope For Opposing I I STREAM C-B STREAM A-C STREAM A-B I --------------------------------------------------------- I 626.08 0.23 0.23 I --------------------------------------------------------- (NB These values do not allow for any site specific corrections) .TRAFFIC DEMAND DATA ------------------- ----------------------- I ARM I FLOW SCALE(%) I ----------------------- I A I 100 I I B I 100 I I C I 100 I ----------------------- .Demand set: 2012 PM Base + Development - Option 2
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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
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Table 4.16 Proposed Residential Dev
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Methodology for Employment Developm
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Table 4.24 Employment Development -
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Conclusion 4.80 The residual car tr
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Appendix H Proposed Road Infrastruc
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Rev. Client Project Title Date Draw
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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 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 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
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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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