TRANSPORTATION STUDY

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HCM Signalized Intersection Capacity Analysis 2030 Total w/2020 & 2030 Improvements 15: Cambridge Street/Old Mountain Road & Mountain Road/First Street AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 155 550 90 215 635 95 105 85 155 65 115 215 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 2.0 6.0 2.0 6.0 2.0 6.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1789 3503 1789 3509 1789 1883 1601 1789 1883 1601 Flt Permitted 0.24 1.00 0.24 1.00 0.61 1.00 1.00 0.70 1.00 1.00 Satd. Flow (perm) 452 3503 449 3509 1153 1883 1601 1317 1883 1601 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 163 579 95 226 668 100 111 89 163 68 121 226 RTOR Reduction (vph) 0 20 0 0 18 0 0 0 98 0 0 163 Lane Group Flow (vph) 163 654 0 226 750 0 111 89 65 68 121 63 Turn Type pm+pt NA pm+pt NA pm+pt NA Perm Perm NA Perm Protected Phases 7 4 3 8 5 2 6 Permitted Phases 4 8 2 2 6 6 Actuated Green, G (s) 23.7 17.4 27.1 19.1 26.4 26.4 26.4 18.3 18.3 18.3 Effective Green, g (s) 23.7 17.4 27.1 19.1 26.4 26.4 26.4 18.3 18.3 18.3 Actuated g/C Ratio 0.36 0.26 0.41 0.29 0.40 0.40 0.40 0.28 0.28 0.28 Clearance Time (s) 2.0 6.0 2.0 6.0 2.0 6.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 291 926 348 1019 522 755 642 366 524 445 v/s Ratio Prot 0.05 0.19 c0.08 c0.21 c0.02 0.05 c0.06 v/s Ratio Perm 0.15 0.19 0.07 0.04 0.05 0.04 v/c Ratio 0.56 0.71 0.65 0.74 0.21 0.12 0.10 0.19 0.23 0.14 Uniform Delay, d1 15.2 21.9 13.7 21.1 12.6 12.4 12.3 18.1 18.3 17.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 2.5 4.5 9.1 4.7 0.2 0.3 0.3 1.1 1.0 0.7 Delay (s) 17.6 26.4 22.7 25.8 12.8 12.7 12.6 19.2 19.3 18.5 Level of Service B C C C B B B B B B Approach Delay (s) 24.7 25.1 12.7 18.9 Approach LOS C C B B Intersection Summary HCM Average Control Delay 22.3 HCM Level of Service C HCM Volume to Capacity ratio 0.45 Actuated Cycle Length (s) 65.8 Sum of lost time (s) 12.0 Intersection Capacity Utilization 55.8% ICU Level of Service B Analysis Period (min) 15 c Critical Lane Group Synchro 7 - Report Page 2
HCM Signalized Intersection Capacity Analysis 2030 Total w/2020 & 2030 Improvements 16: Tenth Line & Mountain Road AM Peak Hour Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 25 640 55 125 470 55 85 60 270 90 45 20 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Total Lost time (s) 6.0 6.0 2.0 6.0 6.0 6.0 6.0 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.99 1.00 0.98 1.00 0.85 0.98 Flt Protected 0.95 1.00 0.95 1.00 0.97 1.00 0.97 Satd. Flow (prot) 1789 1861 1789 1854 1830 1601 1798 Flt Permitted 0.46 1.00 0.17 1.00 0.77 1.00 0.74 Satd. Flow (perm) 861 1861 329 1854 1451 1601 1362 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 26 674 58 132 495 58 89 63 284 95 47 21 RTOR Reduction (vph) 0 4 0 0 6 0 0 0 230 0 9 0 Lane Group Flow (vph) 26 728 0 132 547 0 0 152 54 0 154 0 Turn Type Perm NA pm+pt NA Perm NA Perm Perm NA Protected Phases 4 3 8 2 6 Permitted Phases 4 8 2 2 6 Actuated Green, G (s) 29.8 29.8 37.5 37.5 11.6 11.6 11.6 Effective Green, g (s) 29.8 29.8 37.5 37.5 11.6 11.6 11.6 Actuated g/C Ratio 0.49 0.49 0.61 0.61 0.19 0.19 0.19 Clearance Time (s) 6.0 6.0 2.0 6.0 6.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 420 908 338 1138 275 304 259 v/s Ratio Prot c0.39 0.04 c0.30 v/s Ratio Perm 0.03 0.20 0.10 0.03 c0.11 v/c Ratio 0.06 0.80 0.39 0.48 0.55 0.18 0.59 Uniform Delay, d1 8.3 13.2 8.0 6.5 22.4 20.7 22.6 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 0.3 7.4 0.7 1.5 2.4 0.3 3.6 Delay (s) 8.5 20.6 8.7 7.9 24.8 21.0 26.2 Level of Service A C A A C C C Approach Delay (s) 20.2 8.1 22.3 26.2 Approach LOS C A C C Intersection Summary HCM Average Control Delay 17.1 HCM Level of Service B HCM Volume to Capacity ratio 0.77 Actuated Cycle Length (s) 61.1 Sum of lost time (s) 18.0 Intersection Capacity Utilization 77.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group Synchro 7 - Report Page 3
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TRANSPORTATION STUDY Town of Collin
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5.1 Development Lands 34 5.2 Trip G
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List of Tables Table 1: Town of Col
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Table 46: Intersection Operations -
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1 Introduction 1.1 Purpose The Town
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2 Existing Conditions This chapter
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The locations of the 16 intersectio
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Table 3: Intersection Operations (u
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Table 4: Road Section Operations -
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• left turn lanes on all approach
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3.4 Background Traffic Volumes Futu
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Table 6: Trip Generation Estimates
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4 Future Background Operations This
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Table 9: Intersection Operations (u
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Table 12: Intersection Operations (
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High Street & Third Street The inte
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intersection configuration. For bot
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drawbacks, the all-way stop is a le
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5.1.2 RCD Development The function
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Table 20: Trip Generation Rates - i
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• free-standing discount supersto
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trip within the site. For shared/in
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• West Collingwood (Zone 8566);
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6 Transportation Impacts This chapt
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Table 34: High Street & First Stree
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Intersection and Movement Control W
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equire more costly improvements suc
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Tenth Line & Mountain Road The inte
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exceeded by 6 to 11% in the AM and
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assigned to other intersections as
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Table 41: Roundabout vs. Signals -
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Table 43: Roundabout vs. Signals -
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Hume Street/Highway 26 & Pretty Riv
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turn lane. It is therefore recommen
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Intersection and Movement Control W
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assumed for both scenarios. The res
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Notwithstanding, it is recognized t
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proper designated crossing points t
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Table 54: Medium Term Recommendatio
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Program Item & Improvement Cost EA
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N Complete Community Regional Comme
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N Collingwood Transportation Study
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N 1) Highway 26 & Harbour Street We
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N 9) Tenth Line & Mountain Road 10)
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Hig ghway 26 (592) 538 489 (675) (6
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N Collingwood Transportation Study
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Highway 26 (450) 500 320 (660) (50)
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Hig ghway 26 (1115) 1100 870 (1415)
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9 1 8 2 3 4 5 6 16 15 N 1. Highway
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8566 West Collingwood 8567 South Co
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Highway 26 (70) 40 30 (105) (0) (70
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(1185) 1140 900 (1520) (60) (1100)
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9 1 8 2 3 4 5 6 16 15 N 1. Highway
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Highway 26 N Harbour St W Balsam St
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Appendix A: 2010 Traffic Counts
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INTERSECTION COUNT PM PEAK HOUR GEN
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CAPACITY ANALYSIS AT SIGNALIZED INT
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3: Harbour Street West & Highway 26
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9: Old Mountain Road & Balsam Stree
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15: Mountain Road & Old Mountain Ro
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19: Home Depot Access & High Street
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25: Sixth Street & High Street 2010
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3: Harbour Street West & Highway 26
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9: Old Mountain Road & Balsam Stree
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15: Mountain Road & Old Mountain Ro
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19: Home Depot Access & High Street
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25: Sixth Street & High Street 2010
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Appendix C: 2012 Development Activi
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Appendix D: 2020 Background Operati
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6: Balsam Street & Commercial Acces
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14: High Street/Balsam Street & Fir
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16: Tenth Line & Mountain Road 2020
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22: High Street & Third Street 2020
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26: Tenth Line & Sixth Street 2020
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6: Balsam Street & Commercial Acces
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14: High Street/Balsam Street & Fir
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22: High Street & Third Street 2020
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HCM Signalized Intersection Capacit
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HCM Unsignalized Intersection Capac
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Page 239 and 240: HCM Signalized Intersection Capacit
Page 241 and 242: Appendix F: 2020 Total Operations
Page 243 and 244: 6: Balsam Street & Commercial Acces
Page 245 and 246: 14: High Street/Balsam Street & Fir
Page 247 and 248: 16: Tenth Line & Mountain Road 2020
Page 249 and 250: 22: High Street & Third Street 2020
Page 251 and 252: 26: Tenth Line & Sixth Street 2020
Page 253 and 254: 6: Balsam Street & Commercial Acces
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Page 257 and 258: 16: Tenth Line & Mountain Road 2020
Page 259 and 260: 22: High Street & Third Street 2020
Page 261 and 262: 26: Tenth Line & Sixth Street 2020
Page 289: HCM Signalized Intersection Capacit
Page 299 and 300: Appendix H: Other Major Intersectio
Page 301 and 302: 31: Hume Street & Hurontario Street
Page 303 and 304: 40: Poplar Sideroad & Tenth Line 20
Page 305 and 306: 42: Poplar Sideroad & Sixth Line 20
Page 327 and 328: HCM Unsignalized Intersection Capac
Page 337 and 338: 31: Hurontario Street & Hume Street
Page 339 and 340: 40: Tenth Line & Poplar Sideroad 20
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42: Sixth Line & Poplar Sideroad 20
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31: Hurontario Street & Hume Street
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40: Tenth Line & Poplar Sideroad 20
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8-HOUR TRAFFIC SIGNAL WARRANT Proje
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Appendix J: Diversion Scenario Anal
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HCM 2010 Roundabout 2030 Total - w/
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41: Poplar Sideroad & Raglan Street
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TRANSPORTATION STUDY

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