Traffic Assessment - Renfrewshire Council

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___________________ A R C A D Y 6 ___________________ ASSESSMENT OF ROUNDABOUT CAPACITY AND DELAY Analysis Program: Release 5.0 (JANUARY 2009) (c) Copyright TRL Limited, 2004 Adapted from ARCADY/3 which is Crown Copyright by permission of the controller of HMSO ______________________________________________________ For sales and distribution information, program advice and maintenance, contact: TRL Limited Tel: +44 (0) 1344 770758 Crowthorne House Fax: +44 (0) 1344 770356 Nine Mile Ride Email: software@trl.co.uk Wokingham, Berks. Web: www.trlsoftware.co.uk RG40 3GA,UK --------------------------------------------------------------------------------- THE USER OF THIS COMPUTER PROGRAM FOR THE SOLUTION OF AN ENGINEERING PROBLEM IS IN NO WAY RELIEVED OF THEIR RESPONSIBILITY FOR THE CORRECTNESS OF THE SOLUTION --------------------------------------------------------------------------------- Run with file:- "u:\SCT\2012\SCT3475-3599\SCT3526_BishoptonRetail\CALCULATIONS\TRAFFIC\ARCADY\ Station Rd_A8 Greenock Rd Option 1.vai" (drive-on-the-left ) at 11:07:21 on Tuesday, 27 November 2012 .FILE PROPERTIES *************** RUN TITLE: Station Rd Test
LOCATION: DATE: 14/11/12 CLIENT: ENUMERATOR: focran [GLA0728] JOB NUMBER: STATUS: DESCRIPTION: .INPUT DATA ********** ARM A - A8 Greenock Rd E ARM B - Station Rd ARM C - A8 Greenock Rd W .MINI-ROUNDABOUT GEOMETRIC DATA ------------------------------ LIGHTING CONDITIONS : NORMAL ROAD SURFACE CONDITION: NORMAL ------------------------------------------------------------------------------------------------------------- --------- T5 I ARM I V (M) I E (M) I Lm(M) I Vm(M) I A (M) I K (M) I G (%) I SLOPE I INTERCEPT I I I I I I I I I I I (PCU/MIN) I ------------------------------------------------------------------------------------------------------------- --------- I ARM A I 4.10 I 6.80 I 4.50 I 3.90 I 16.00 I 3.00 I 0.00 I 0.596 I 17.561 I I ARM B I 3.50 I 7.00 I 7.20 I 3.50 I 10.00 I 2.00 I 0.00 I 0.598 I 14.869 I I ARM C I 3.63 I 3.50 I 0.00 I 3.50 I 19.99 I 20.00 I 0.00 I 1.106 I 21.550 I ------------------------------------------------------------------------------------------------------------- --------- V = approach half-width Lm = effective flare length A = distance between arms
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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
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TRICS 2012(b)v6.10.2 171012 B15.27
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TRICS 2012(b)v6.10.2 171012 B15.27
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TRICS 2012(b)v6.10.2 171012 B15.27
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Bishopton Retail Trip Generation Ca
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Bishopton Retail Transport Assessme
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Junction Analysis Output Files 1 -
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ENUMERATOR : JOB NUMBER : SCT3526 S
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-----------------------------------
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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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-----------------------------------
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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 (
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 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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