Traffic Assessment - Renfrewshire Council

More documents

Recommendations

Info

___________________ 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
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 49 and 50:
Indicative Village Centre Layout Pa
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 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
show all

Traffic Assessment - Renfrewshire Council

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?