Traffic Assessment - Renfrewshire Council

More documents

Recommendations

Info

Output Summary Scenario 2: 'Scenario 2' (FG1: '2012 PM Base plus Dev - Option 1', Plan 1: 'Network Control Plan 1') Network Layout Diagram Greenock Road_Ferry Road PRC: 8.7 % Total <strong>Traffic</strong> Delay: 18.6 pcuHr A 50.2% 836 1968 Arm 1 - Greenock Road West Arm 5 - Greenock Road West Exit 1 Inf Inf 0.0% 1 1 Inf Inf 0.0% 1 1827 670 4.8% Arm 6 - Ferry Road North Exit B Arm 2 - Ferry Road North Arm 4 - Rossland Crescent Arm 8 - Rossland Crescent Exit D 1 1726 633 82.8% 1 Inf Inf 0.0% 0.0% Inf Inf Arm 7 - Greenock Road East Exit Arm 3 - Greenock Road East 1 1948 665 81.9% 1 C
Output Summary Network Results Item Network: Proposed Village Centre Development Greenock Road_Ferry Road 1/1 2/1 3/1 4/1 Lane Description Lane Type Full Phase Arrow Phase Num Greens Total Green (s) Arrow Green (s) Demand Flow (pcu) Sat Flow (pcu/Hr) Capacity (pcu) Deg Sat (%) Turners In Gaps (pcu) Turners When Unopposed (pcu) Turners In Intergreen (pcu) Total Delay (pcuHr) Av. Delay Per PCU (s/pcu) - - - - - - - - - 82.8% 500 0 2 18.6 - - - - - - - - - - - 82.8% 500 0 2 18.6 - - Greenock Road West Left Ahead Right Ferry Road North Right Left Ahead Greenock Road East Ahead Right Left Rossland Crescent Left Ahead Right O A 1 50 - 420 1968 836 50.2% 8 0 0 3.4 29.5 10.7 O B 1 43 - 524 1726 633 82.8% 269 0 0 7.3 50.5 18.2 O C 1 50 - 545 1948 665 81.9% 214 0 2 7.5 49.7 18.7 O D 1 43 - 32 1827 670 4.8% 9 0 0 0.2 27.4 0.7 C1 PRC for Signalled Lanes (%): 8.7 Total Delay for Signalled Lanes (pcuHr): 18.56 Cycle Time (s): 120 PRC Over All Lanes (%): 8.7 Total Delay Over All Lanes(pcuHr): 18.56 Mean Max Queue (pcu)
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 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
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?