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GLOBAL VILLAGE ACADEMY II - SITE PLAN ADVISORY REVIEW - SPA150001 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)
APPENDIX A 1 2 3 4 5 6 7 8 9 APPENDIX B 10 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/4/14-11/11/14 Observer: City/Joseph Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Taft Hill/Horsetooth S = straight L = left turn Time Northbound: Taft Hill Southbound: Taft Hill Total Eastbound: Horsetooth Westbound: Horsetooth Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 13 212 38 263 33 210 18 261 524 33 26 14 73 46 18 43 107 180 704 7:45 25 209 45 279 47 181 27 255 534 47 36 38 121 17 18 48 83 204 738 8:00 6 178 24 208 32 192 5 229 437 32 23 15 70 25 6 25 56 126 563 8:15 8 175 34 217 23 170 5 198 415 23 25 6 54 20 22 33 75 129 544 7:30-8:30 52 774 141 967 135 753 55 943 1910 135 110 73 318 108 64 149 321 639 2549 PHF 0.52 0.91 0.78 0.87 0.72 0.9 0.51 0.9 0.72 0.76 0.48 0.66 0.59 0.73 0.78 0.75 0.86 4:30 5 101 29 135 41 123 15 179 314 985 22 13 13 56 82 104 418 4:45 13 137 32 182 41 124 12 177 359 17 11 4 32 22 19 55 96 128 487 5:00 17 123 14 154 48 141 5 194 348 13 11 7 31 59 39 44 142 173 521 5:15 22 109 18 149 54 139 2 195 344 34 42 25 101 33 42 55 130 231 575 4:30-5:30 57 470 93 620 184 527 34 745 1365 73 72 41 186 127 113 210 450 636 2001 PHF 0.65 0.86 0.73 0.85 0.85 0.93 0.57 0.96 0.54 0.43 0.41 0.46 0.54 0.67 0.94 0.79 0.87 11 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11/13/2014 Observer: Sue Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Taft Hill/Bronson S = straight L = left turn Time Northbound: Taft Hill Southbound: Taft Hill Total Eastbound: Bronson Westbound: Bronson Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 1 272 0 273 2 278 12 292 565 100 1 007 7 8 573 7:45 6 273 1 280 5 229 1 235 515 101 2 115 7 9 524 8:00 2 262 0 264 0 211 17 228 492 816 15 004 4 19 511 8:15 1 192 1 194 1 203 11 215 409 101 2 004 4 6 415 7:30-8:30 10 999 2 1011 8 921 41 970 1981 11 1 8 20 1 1 20 22 42 2023 PHF 0.42 0.91 0.5 0.9 0.4 0.83 0.6 0.83 0.34 0.25 0.33 0.33 0.25 0.25 0.71 0.79 0.88 4:30 2 167 2 171 2 170 5 177 348 101 2 002 2 4 352 4:45 1 201 1 203 4 173 9 186 389 102 3 023 5 8 397 5:00 8 171 2 181 2 188 17 207 388 205 7 211 4 11 399 5:15 7 183 2 192 2 185 22 209 401 6015 21 013 4 25 426 4:30-5:30 18 722 7 747 10 716 53 779 1526 10 0 23 33 2 4 9 15 48 1574 PHF 0.56 0.9 0.88 0.92 0.63 0.95 0.6 0.93 0.42 n/a 0.38 0.39 0.25 0.5 0.75 0.75 0.92 12 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11/13/2014 Observer: Joseph Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Horsetooth/Silver Trails S = straight L = left turn Time Northbound: Southbound: Silver Trails Total Eastbound: Horsetooth Westbound: Horsetooth Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 909 9 046 46 11 10 21 67 76 7:45 0 28 2 30 30 249 51 13 43 56 107 137 8:00 0 70 1 71 71 325 28 15 33 48 76 147 8:15 0 17 1 18 18 140 41 20 11 31 72 90 7:30-8:30 0 0 0 0 124 0 4 128 128 6 160 0 166 0 59 97 156 322 450 PHF n/a n/a n/a n/a 0.44 n/a 0.5 0.45 0.5 0.82 n/a 0.81 n/a 0.74 0.56 0.7 0.77 4:30 0 101 1 024 24 16 13 29 53 54 4:45 0 404 4 129 30 24 19 43 73 77 5:00 0 10 0 10 10 126 27 36 25 61 88 98 5:15 0 53 2 55 55 138 39 40 22 62 101 156 4:30-5:30 0 0 0 0 68 0 2 70 70 3 117 0 120 0 116 79 195 315 385 PHF n/a n/a n/a n/a 0.32 n/a 0.25 0.32 0.75 0.77 n/a 0.77 n/a 0.73 0.79 0.79 0.62 13 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11/13/2014 Observer: Matt Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Bronson/Silver Oaks-Site Access S = straight L = left turn Time Northbound: Site Access Southbound: Silver Oaks Total Eastbound: Bronson Westbound: Bronson Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 000 0 002 2 2 010 1 670 13 14 16 7:45 001 1 003 3 4 016 7 24 14 0 38 45 49 8:00 007 7 301 4 11 063 9 13 6 0 19 28 39 8:15 001 1 001 1 2 010 1 0120 12 13 15 7:30-8:30 0 0 9 9 3 0 7 10 19 0 9 9 18 43 39 0 82 100 119 PHF n/a n/a 0.32 0.32 0.25 n/a 0.58 0.63 n/a 0.38 0.38 0.5 0.45 0.7 n/a 0.54 0.61 4:30 000 0 000 0 0 020 2 360 9 11 11 4:45 000 0 302 5 5 020 2 462 12 14 19 5:00 002 2 300 3 5 018 9 11 14 2 27 36 41 5:15 4012 16 200 2 18 199 19 5243 32 51 69 4:30-5:30 4 0 14 18 8 0 2 10 28 1 14 173223 50 780112 140 PHF 0.25 n/a 0.29 0.28 0.67 n/a 0.25 0.5 0.25 0.39 0.47 0.42 0.52 0.52 0.58 0.63 0.51 14 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11/13/2014 Observer: Joseph Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Silver Trails/Site Access S = straight L = left turn Time Northbound: Silver Trails Southbound: Silver Trails Total Eastbound: Westbound: Site Access Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 19 10 05 5 15 0 404 419 7:45 538 43 110 11 54 0 20 0 20 20 74 8:00 725 32 010 10 42 0 59 3 62 62 104 8:15 39 12 06 6 18 0 12 4 16 16 34 7:30-8:30 0 16 81 97 1 31 0 32 129 000 0 9507 102 102 231 PHF n/a 0.57 0.53 0.56 0.25 0.78 n/a 0.73 n/a n/a n/a n/a 0.4 n/a 0.44 0.41 0.56 4:30 111 12 02 2 14 0 303 317 4:45 414 18 04 4 22 0 224 426 5:00 10 16 26 03 3 29 0 415 534 5:15 20 3 23 09 9 32 0 42 4 46 46 78 4:30-5:30 0 35 44 79 0 18 0 18 97 0 0 0051 0 75858 155 PHF n/a 0.44 0.69 0.76 n/a 0.5 n/a 0.5 n/a n/a n/a n/a 0.3 n/a 0.44 0.32 0.5 15 APPENDIX C 16 HCM 2010 Signalized Intersection Summary Recent AM 1: Taft Hill & Horsetooth Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 135 110 73 108 64 149 52 774 141 108 753 55 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 152 124 0 121 72 4 58 870 141 121 846 56 Adj No. of Lanes 111111120120 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 381 241 205 335 211 176 406 1567 254 384 1787 118 Arrive On Green 0.11 0.13 0.00 0.09 0.11 0.11 0.05 0.51 0.51 0.07 0.53 0.53 Sat Flow, veh/h 1774 1863 1583 1774 1863 1554 1774 3049 494 1774 3369 223 Grp Volume(v), veh/h 152 124 0 121 72 4 58 505 506 121 444 458 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1554 1774 1770 1773 1774 1770 1822 Q Serve(g_s), s 5.8 5.0 0.0 4.6 2.8 0.2 1.2 15.5 15.5 2.4 12.6 12.6 Cycle Q Clear(g_c), s 5.8 5.0 0.0 4.6 2.8 0.2 1.2 15.5 15.5 2.4 12.6 12.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.28 1.00 0.12 Lane Grp Cap(c), veh/h 381 241 205 335 211 176 406 910 911 384 939 967 V/C Ratio(X) 0.40 0.51 0.00 0.36 0.34 0.02 0.14 0.56 0.56 0.32 0.47 0.47 Avail Cap(c_a), veh/h 391 350 298 374 350 292 520 910 911 468 939 967 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 26.3 32.4 0.0 27.2 32.6 31.5 8.8 13.2 13.2 9.4 11.7 11.7 Incr Delay (d2), s/veh 0.7 1.7 0.0 0.7 1.0 0.1 0.2 2.4 2.4 0.5 1.7 1.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.9 2.7 0.0 2.3 1.5 0.1 0.6 8.1 8.1 1.2 6.5 6.7 LnGrp Delay(d),s/veh 27.0 34.1 0.0 27.9 33.6 31.5 8.9 15.6 15.6 9.9 13.5 13.4 LnGrp LOS C C C C C ABBABB Approach Vol, veh/h 276 197 1069 1023 Approach Delay, s/veh 30.2 30.0 15.3 13.0 Approach LOS C C B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.9 57.5 10.2 15.3 8.2 56.2 11.5 14.0 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 8.0 40.0 8.0 14.0 8.0 40.0 8.0 14.0 Max Q Clear Time (g_c+I1), s 3.2 14.6 6.6 7.0 4.4 17.5 7.8 4.8 Green Ext Time (p_c), s 0.0 7.9 0.0 0.3 0.1 7.6 0.0 0.4 Intersection Summary HCM 2010 Ctrl Delay 17.1 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. 17 Timing Report, Sorted By Phase Recent AM 1: Taft Hill & Horsetooth Synchro 8 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 46 12 20 12 46 12 20 Maximum Split (%) 13.3% 51.1% 13.3% 22.2% 13.3% 51.1% 13.3% 22.2% Minimum Split (s) 12 29 12 28 12 28 12 29 Yellow Time (s) 3434343 4.5 All-Red Time (s) 1212121 1.5 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 16 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 47 3 15 35 47 3 15 End Time (s) 47 3 15 35 47 3 15 35 Yield/Force Off (s) 43 87 11 29 43 87 11 29 Yield/Force Off 170(s) 43 71 11 14 43 72 11 13 Local Start Time (s) 32 44 0 12 32 44 0 12 Local Yield (s) 40 84 8 26 40 84 8 26 Local Yield 170(s) 40 68 8 11 40 69 8 10 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 3 (3%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Taft Hill & Horsetooth 18 HCM 2010 Signalized Intersection Summary Recent PM 1: Taft Hill & Horsetooth Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 73 72 41 127 113 210 57 470 93 184 527 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.98 1.00 0.99 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 79 78 0 138 123 13 62 511 85 200 573 33 Adj No. of Lanes 111111120120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 293 201 171 341 256 214 553 1597 265 586 1914 110 Arrive On Green 0.06 0.11 0.00 0.09 0.14 0.14 0.05 0.53 0.53 0.08 0.56 0.56 Sat Flow, veh/h 1774 1863 1583 1774 1863 1556 1774 3039 503 1774 3402 196 Grp Volume(v), veh/h 79 78 0 138 123 13 62 297 299 200 298 308 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1556 1774 1770 1772 1774 1770 1828 Q Serve(g_s), s 3.3 3.3 0.0 5.6 5.2 0.6 1.3 8.1 8.2 4.0 7.5 7.6 Cycle Q Clear(g_c), s 3.3 3.3 0.0 5.6 5.2 0.6 1.3 8.1 8.2 4.0 7.5 7.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.28 1.00 0.11 Lane Grp Cap(c), veh/h 293 201 171 341 256 214 553 930 932 586 996 1028 V/C Ratio(X) 0.27 0.39 0.00 0.41 0.48 0.06 0.11 0.32 0.32 0.34 0.30 0.30 Avail Cap(c_a), veh/h 345 328 278 341 328 274 635 930 932 727 996 1028 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.6 35.4 0.0 28.3 34.0 32.0 8.2 11.5 11.5 7.3 9.8 9.8 Incr Delay (d2), s/veh 0.5 1.2 0.0 0.8 1.4 0.1 0.1 0.9 0.9 0.3 0.8 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 1.8 0.0 2.8 2.8 0.3 0.7 4.2 4.2 1.9 3.9 4.0 LnGrp Delay(d),s/veh 31.1 36.6 0.0 29.1 35.4 32.1 8.2 12.4 12.5 7.6 10.6 10.6 LnGrp LOS C D C D C ABBABB Approach Vol, veh/h 157 274 658 806 Approach Delay, s/veh 33.8 32.1 12.0 9.8 Approach LOS C C B A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 7.1 62.7 11.0 14.2 10.2 59.5 8.5 16.7 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 47.0 7.0 14.0 13.0 41.0 7.0 14.0 Max Q Clear Time (g_c+I1), s 3.3 9.6 7.6 5.3 6.0 10.2 5.3 7.2 Green Ext Time (p_c), s 0.0 4.3 0.0 0.4 0.3 4.2 0.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 15.8 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. 19 Timing Report, Sorted By Phase Recent PM 1: Taft Hill & Horsetooth Synchro 8 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 53 11 20 17 47 11 20 Maximum Split (%) 11.6% 55.8% 11.6% 21.1% 17.9% 49.5% 11.6% 21.1% Minimum Split (s) 11 29 11 28 11 28 11 29 Yellow Time (s) 3434343 4.5 All-Red Time (s) 1212121 1.5 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 16 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 53 11 22 42 59 11 22 End Time (s) 53 11 22 42 59 11 22 42 Yield/Force Off (s) 49 5 18 36 55 5 18 36 Yield/Force Off 170(s) 49 84 18 21 55 85 18 20 Local Start Time (s) 31 42 0 11 31 48 0 11 Local Yield (s) 38 89 7 25 44 89 7 25 Local Yield 170(s) 38 73 7 10 44 74 7 9 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 11 (12%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Taft Hill & Horsetooth 20 HCM 2010 TWSC Recent AM 2: Taft Hill & Bronson Synchro 8 Light Report Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 11 1 8 1 1 20 10 999 2 8 921 71 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 175 - - 175 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 12 1 9 1 1 22 11 1098 2 9 1012 78 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1640 2191 545 1645 2229 550 1090 0 0 1100 0 0 Stage 1 1069 1069 - 1121 1121 - - - - - - - Stage 2 571 1122 - 524 1108 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 66 45 482 66 42 479 636 - - 630 - - Stage 1 236 296 - 220 280 - - - - - - - Stage 2 473 279 - 504 284 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 60 44 482 62 41 479 636 - - 630 - - Mov Cap-2 Maneuver 60 44 - 62 41 - - - - - - - Stage 1 232 292 - 216 275 - - - - - - - Stage 2 442 274 - 486 280 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 57.5 19.8 0.1 0.1 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 636 - - 90 267 630 - - HCM Lane V/C Ratio 0.017 - - 0.244 0.091 0.014 - - HCM Control Delay (s) 10.8 - - 57.5 19.8 10.8 - - HCM Lane LOS B - - F C B - - HCM 95th %tile Q(veh) 0.1 - - 0.9 0.3 0 - - 21 Lanes and Geometrics Recent AM 2: Taft Hill & Bronson Synchro 8 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 175 0 175 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.945 0.876 0.989 Flt Protected 0.973 0.998 0.950 0.950 Satd. Flow (prot) 0 1713 0 0 1629 0 1770 3539 0 1770 3500 0 Flt Permitted 0.973 0.998 0.950 0.950 Satd. Flow (perm) 0 1713 0 0 1629 0 1770 3539 0 1770 3500 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 360 1134 764 3088 Travel Time (s) 8.2 25.8 13.0 52.6 Intersection Summary Area Type: Other 22 HCM 2010 TWSC Recent PM 2: Taft Hill & Bronson Synchro 8 Light Report Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 0 23 2 4 9 18 722 7 10 716 53 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 175 - - 175 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 0 25 2 4 10 20 793 8 11 787 58 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1276 1679 423 1252 1704 401 845 0 0 801 0 0 Stage 1 838 838 - 837 837 - - - - - - - Stage 2 438 841 - 415 867 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 124 94 579 129 91 599 787 - - 818 - - Stage 1 327 380 - 327 380 - - - - - - - Stage 2 567 379 - 585 368 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 114 90 579 120 87 599 787 - - 818 - - Mov Cap-2 Maneuver 114 90 - 120 87 - - - - - - - Stage 1 319 375 - 319 370 - - - - - - - Stage 2 537 369 - 552 363 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 21.2 25.4 0.2 0.1 HCM LOS C D Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 787 - - 259 193 818 - - HCM Lane V/C Ratio 0.025 - - 0.14 0.085 0.013 - - HCM Control Delay (s) 9.7 - - 21.2 25.4 9.5 - - HCM Lane LOS A - - C D A - - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.3 0 - - 23 Lanes and Geometrics Recent PM 2: Taft Hill & Bronson Synchro 8 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 175 0 175 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.906 0.916 0.999 0.990 Flt Protected 0.985 0.994 0.950 0.950 Satd. Flow (prot) 0 1662 0 0 1696 0 1770 3536 0 1770 3504 0 Flt Permitted 0.985 0.994 0.950 0.950 Satd. Flow (perm) 0 1662 0 0 1696 0 1770 3536 0 1770 3504 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 358 482 833 4278 Travel Time (s) 8.1 11.0 14.2 72.9 Intersection Summary Area Type: Other 24 HCM 2010 TWSC Recent AM 3: Horsetooth & Silver Trails Synchro 8 Light Report Intersection Int Delay, s/veh 3.5 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 6 160 59 97 124 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 182 67 110 141 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 177 0 - 0 317 122 Stage 1 - - - - 122 - Stage 2 - - - - 195 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1399 - - - 676 929 Stage 1 - - - - 903 - Stage 2 - - - - 838 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1399 - - - 672 929 Mov Cap-2 Maneuver - - - - 672 - Stage 1 - - - - 903 - Stage 2 - - - - 833 - Approach EB WB SB HCM Control Delay, s 0.3 0 11.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1399 - - - 678 HCM Lane V/C Ratio 0.005 - - - 0.215 HCM Control Delay (s) 7.6 0 - - 11.8 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.8 25 Lanes and Geometrics Recent AM 3: Horsetooth & Silver Trails Synchro 8 Light Report Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.916 0.995 Flt Protected 0.998 0.954 Satd. Flow (prot) 0 1859 1706 0 1768 0 Flt Permitted 0.998 0.954 Satd. Flow (perm) 0 1859 1706 0 1768 0 Link Speed (mph) 35 35 30 Link Distance (ft) 1042 492 326 Travel Time (s) 20.3 9.6 7.4 Intersection Summary Area Type: Other 26 HCM 2010 TWSC Recent PM 3: Horsetooth & Silver Trails Synchro 8 Light Report Intersection Int Delay, s/veh 2.1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 3 117 116 79 68 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 138 136 93 80 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 229 0 - 0 328 183 Stage 1 - - - - 183 - Stage 2 - - - - 145 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1339 - - - 666 859 Stage 1 - - - - 848 - Stage 2 - - - - 882 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1339 - - - 664 859 Mov Cap-2 Maneuver - - - - 664 - Stage 1 - - - - 848 - Stage 2 - - - - 879 - Approach EB WB SB HCM Control Delay, s 0.2 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1339 - - - 668 HCM Lane V/C Ratio 0.003 - - - 0.123 HCM Control Delay (s) 7.7 0 - - 11.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.4 27 Lanes and Geometrics Recent PM 3: Horsetooth & Silver Trails Synchro 8 Light Report Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.945 0.997 Flt Protected 0.999 0.953 Satd. Flow (prot) 0 1861 1760 0 1770 0 Flt Permitted 0.999 0.953 Satd. Flow (perm) 0 1861 1760 0 1770 0 Link Speed (mph) 35 35 30 Link Distance (ft) 1762 522 306 Travel Time (s) 34.3 10.2 7.0 Intersection Summary Area Type: Other 28 HCM 2010 TWSC Recent AM 4: Site Access/Silver Oaks & Bronson Synchro 8 Light Report Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 9 9 43 39 0 0 0 8 3 0 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 11 11 51 46 0 0 0 9 4 0 8 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 46 0 0 21 0 0 167 163 16 168 168 46 Stage 1 - - - - - - 16 16 - 147 147 - Stage 2 - - - - - - 151 147 - 21 21 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1562 - - 1595 - - 797 729 1063 796 725 1023 Stage 1 - - - - - - 1004 882 - 856 775 - Stage 2 - - - - - - 851 775 - 998 878 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1562 - - 1595 - - 771 705 1063 769 701 1023 Mov Cap-2 Maneuver - - - - - - 771 705 - 769 701 - Stage 1 - - - - - - 1004 882 - 856 749 - Stage 2 - - - - - - 816 749 - 989 878 - Approach EB WB NB SB HCM Control Delay, s 0 3.8 8.4 8.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1063 1562 - - 1595 - - 931 HCM Lane V/C Ratio 0.009 - - - 0.032 - - 0.013 HCM Control Delay (s) 8.4 0 - - 7.3 0 - 8.9 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0.1 - - 0 29 Lanes and Geometrics Recent AM 4: Site Access/Silver Oaks & Bronson Synchro 8 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.932 0.865 0.910 Flt Protected 0.974 0.984 Satd. Flow (prot) 0 1736 0 0 1814 0 0 1611 0 0 1668 0 Flt Permitted 0.974 0.984 Satd. Flow (perm) 0 1736 0 0 1814 0 0 1611 0 0 1668 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1279 360 187 492 Travel Time (s) 29.1 8.2 4.3 11.2 Intersection Summary Area Type: Other 30 HCM 2010 TWSC Recent PM 4: Site Access/Silver Oaks & Bronson Synchro 8 Light Report Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 14 17 23 50 7 4 0 14 8 0 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 16 20 27 59 8 5 0 16 9 0 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 67 0 0 36 0 0 147 150 26 154 156 63 Stage 1 - - - - - - 29 29 - 117 117 - Stage 2 - - - - - - 118 121 - 37 39 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1535 - - 1575 - - 821 742 1050 813 736 1002 Stage 1 - - - - - - 988 871 - 888 799 - Stage 2 - - - - - - 887 796 - 978 862 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1535 - - 1575 - - 807 728 1050 789 722 1002 Mov Cap-2 Maneuver - - - - - - 807 728 - 789 722 - Stage 1 - - - - - - 987 870 - 887 785 - Stage 2 - - - - - - 869 782 - 962 861 - Approach EB WB NB SB HCM Control Delay, s 0.2 2.1 8.7 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 984 1535 - - 1575 - - 824 HCM Lane V/C Ratio 0.022 0.001 - - 0.017 - - 0.014 HCM Control Delay (s) 8.7 7.3 0 - 7.3 0 - 9.4 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0.1 0 - - 0.1 - - 0 31 Lanes and Geometrics Recent PM 4: Site Access/Silver Oaks & Bronson Synchro 8 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.927 0.989 0.897 0.975 Flt Protected 0.999 0.986 0.988 0.961 Satd. Flow (prot) 0 1725 0 0 1816 0 0 1651 0 0 1745 0 Flt Permitted 0.999 0.986 0.988 0.961 Satd. Flow (perm) 0 1725 0 0 1816 0 0 1651 0 0 1745 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1156 358 298 361 Travel Time (s) 26.3 8.1 6.8 8.2 Intersection Summary Area Type: Other 32 HCM 2010 TWSC Recent AM 8: Silver Trails & Site Access Synchro 8 Light Report Intersection Int Delay, s/veh 4.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 95 7 16 81 1 31 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 112 8 19 95 1 36 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 105 66 0 0 114 0 Stage 1 66 - - - - - Stage 2 39 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 893 998 - - 1475 - Stage 1 957 - - - - - Stage 2 983 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 892 998 - - 1475 - Mov Cap-2 Maneuver 892 - - - - - Stage 1 957 - - - - - Stage 2 982 - - - - - Approach WB NB SB HCM Control Delay, s 9.6 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 899 1475 - HCM Lane V/C Ratio - - 0.133 0.001 - HCM Control Delay (s) - - 9.6 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.5 0 - 33 Lanes and Geometrics Recent AM 8: Silver Trails & Site Access Synchro 8 Light Report Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.991 0.887 Flt Protected 0.955 0.999 Satd. Flow (prot) 1763 0 1652 0 0 1861 Flt Permitted 0.955 0.999 Satd. Flow (perm) 1763 0 1652 0 0 1861 Link Speed (mph) 30 30 30 Link Distance (ft) 202 326 234 Travel Time (s) 4.6 7.4 5.3 Intersection Summary Area Type: Other 34 HCM 2010 TWSC Recent PM 9: Silver Trails & Site Access Synchro 8 Light Report Intersection Int Delay, s/veh 3.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 51 7 35 44 0 18 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 60 8 41 52 0 21 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 88 67 0 0 93 0 Stage 1 67 - - - - - Stage 2 21 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 913 997 - - 1501 - Stage 1 956 - - - - - Stage 2 1002 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 913 997 - - 1501 - Mov Cap-2 Maneuver 913 - - - - - Stage 1 956 - - - - - Stage 2 1002 - - - - - Approach WB NB SB HCM Control Delay, s 9.2 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 922 1501 - HCM Lane V/C Ratio - - 0.074 - - HCM Control Delay (s) - - 9.2 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.2 0 - 35 Lanes and Geometrics Recent PM 9: Silver Trails & Site Access Synchro 8 Light Report Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.984 0.925 Flt Protected 0.958 Satd. Flow (prot) 1756 0 1723 0 0 1863 Flt Permitted 0.958 Satd. Flow (perm) 1756 0 1723 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 223 306 388 Travel Time (s) 5.1 7.0 8.8 Intersection Summary Area Type: Other 36 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, arterial/collector or local- any approach leg) N/A F** F** E Stop sign control (collector/local--any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment 37 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 38 APPENDIX D 39 HCM 2010 Signalized Intersection Summary Short Total AM 1: Taft Hill & Horsetooth Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 186 76 56 116 62 234 47 878 152 209 857 69 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 209 85 0 130 70 18 53 987 154 235 963 72 Adj No. of Lanes 111111120120 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 375 228 194 359 203 169 363 1515 236 381 1815 136 Arrive On Green 0.11 0.12 0.00 0.10 0.11 0.11 0.05 0.49 0.49 0.10 0.54 0.54 Sat Flow, veh/h 1774 1863 1583 1774 1863 1553 1774 3067 478 1774 3338 250 Grp Volume(v), veh/h 209 85 0 130 70 18 53 569 572 235 511 524 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1553 1774 1770 1776 1774 1770 1818 Q Serve(g_s), s 8.7 3.5 0.0 5.2 2.9 0.9 1.2 19.9 20.0 4.9 15.4 15.4 Cycle Q Clear(g_c), s 8.7 3.5 0.0 5.2 2.9 0.9 1.2 19.9 20.0 4.9 15.4 15.4 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.27 1.00 0.14 Lane Grp Cap(c), veh/h 375 228 194 359 203 169 363 874 877 381 962 988 V/C Ratio(X) 0.56 0.37 0.00 0.36 0.34 0.11 0.15 0.65 0.65 0.62 0.53 0.53 Avail Cap(c_a), veh/h 375 337 286 383 337 281 474 874 877 404 962 988 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.8 33.5 0.0 28.4 34.2 33.3 9.9 15.7 15.7 12.7 12.1 12.1 Incr Delay (d2), s/veh 1.8 1.0 0.0 0.6 1.0 0.3 0.2 3.8 3.8 2.6 2.1 2.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 1.9 0.0 2.6 1.5 0.4 0.6 10.6 10.6 2.9 7.9 8.1 LnGrp Delay(d),s/veh 30.6 34.5 0.0 29.0 35.2 33.6 10.1 19.4 19.4 15.3 14.2 14.2 LnGrp LOS C C C D C BBBBBB Approach Vol, veh/h 294 218 1194 1270 Approach Delay, s/veh 31.7 31.4 19.0 14.4 Approach LOS C C B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.8 57.1 10.9 15.2 10.9 53.0 12.0 14.1 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 8.0 40.0 8.0 14.0 8.0 40.0 8.0 14.0 Max Q Clear Time (g_c+I1), s 3.2 17.4 7.2 5.5 6.9 22.0 10.7 4.9 Green Ext Time (p_c), s 0.0 9.1 0.0 0.3 0.1 8.3 0.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 19.2 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. 40 Timing Report, Sorted By Phase Short Total AM 1: Taft Hill & Horsetooth Synchro 8 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 46 12 20 12 46 12 20 Maximum Split (%) 13.3% 51.1% 13.3% 22.2% 13.3% 51.1% 13.3% 22.2% Minimum Split (s) 12 29 12 28 12 28 12 29 Yellow Time (s) 3434343 4.5 All-Red Time (s) 1212121 1.5 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 16 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 47 3 15 35 47 3 15 End Time (s) 47 3 15 35 47 3 15 35 Yield/Force Off (s) 43 87 11 29 43 87 11 29 Yield/Force Off 170(s) 43 71 11 14 43 72 11 13 Local Start Time (s) 32 44 0 12 32 44 0 12 Local Yield (s) 40 84 8 26 40 84 8 26 Local Yield 170(s) 40 68 8 11 40 69 8 10 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 3 (3%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Taft Hill & Horsetooth 41 HCM 2010 Signalized Intersection Summary Short Total PM 1: Taft Hill & Horsetooth Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 141 73 42 137 99 295 46 543 100 265 604 31 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.98 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 153 79 0 149 108 14 50 590 93 288 657 31 Adj No. of Lanes 111111120120 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 319 202 172 341 202 168 510 1525 240 567 1943 92 Arrive On Green 0.09 0.11 0.00 0.09 0.11 0.11 0.04 0.50 0.50 0.11 0.56 0.56 Sat Flow, veh/h 1774 1863 1583 1774 1863 1548 1774 3064 482 1774 3441 162 Grp Volume(v), veh/h 153 79 0 149 108 14 50 340 343 288 338 350 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1548 1774 1770 1776 1774 1770 1834 Q Serve(g_s), s 6.4 3.4 0.0 6.2 4.7 0.7 1.1 10.2 10.2 6.1 8.7 8.7 Cycle Q Clear(g_c), s 6.4 3.4 0.0 6.2 4.7 0.7 1.1 10.2 10.2 6.1 8.7 8.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.27 1.00 0.09 Lane Grp Cap(c), veh/h 319 202 172 341 202 168 510 881 884 567 999 1035 V/C Ratio(X) 0.48 0.39 0.00 0.44 0.53 0.08 0.10 0.39 0.39 0.51 0.34 0.34 Avail Cap(c_a), veh/h 319 329 279 341 329 273 598 881 884 662 999 1035 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 29.7 35.3 0.0 29.6 35.9 34.1 9.2 13.3 13.3 8.3 10.0 10.0 Incr Delay (d2), s/veh 1.1 1.2 0.0 0.9 2.2 0.2 0.1 1.3 1.3 0.7 0.9 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 1.8 0.0 3.1 2.5 0.3 0.6 5.2 5.3 3.0 4.5 4.6 LnGrp Delay(d),s/veh 30.8 36.5 0.0 30.5 38.0 34.3 9.3 14.5 14.6 9.0 10.9 10.8 LnGrp LOS C D C D C ABBABB Approach Vol, veh/h 232 271 733 976 Approach Delay, s/veh 32.8 33.7 14.2 10.3 Approach LOS C C B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.8 63.0 11.0 14.2 12.5 57.3 11.0 14.2 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 47.0 7.0 14.0 13.0 41.0 7.0 14.0 Max Q Clear Time (g_c+I1), s 3.1 10.7 8.2 5.4 8.1 12.2 8.4 6.7 Green Ext Time (p_c), s 0.0 5.1 0.0 0.4 0.4 5.0 0.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 16.8 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. 42 Timing Report, Sorted By Phase Short Total PM 1: Taft Hill & Horsetooth Synchro 8 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 53 11 20 17 47 11 20 Maximum Split (%) 11.6% 55.8% 11.6% 21.1% 17.9% 49.5% 11.6% 21.1% Minimum Split (s) 11 29 11 28 11 28 11 29 Yellow Time (s) 3434343 4.5 All-Red Time (s) 1212121 1.5 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 16 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 53 11 22 42 59 11 22 End Time (s) 53 11 22 42 59 11 22 42 Yield/Force Off (s) 49 5 18 36 55 5 18 36 Yield/Force Off 170(s) 49 84 18 21 55 85 18 20 Local Start Time (s) 31 42 0 11 31 48 0 11 Local Yield (s) 38 89 7 25 44 89 7 25 Local Yield 170(s) 38 73 7 10 44 74 7 9 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 11 (12%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Taft Hill & Horsetooth 43 HCM 2010 Signalized Intersection Summary Short Total AM 1: Taft Hill & Horsetooth Right-turn lane Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 186 76 56 116 62 234 47 878 152 209 857 69 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.99 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 209 85 0 130 70 18 53 987 154 235 963 12 Adj No. of Lanes 111111120121 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, % 222222222222 Cap, veh/h 375 228 194 359 203 169 383 1515 236 381 1924 858 Arrive On Green 0.11 0.12 0.00 0.10 0.11 0.11 0.05 0.49 0.49 0.10 0.54 0.54 Sat Flow, veh/h 1774 1863 1583 1774 1863 1553 1774 3067 478 1774 3539 1578 Grp Volume(v), veh/h 209 85 0 130 70 18 53 569 572 235 963 12 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1553 1774 1770 1776 1774 1770 1578 Q Serve(g_s), s 8.7 3.5 0.0 5.2 2.9 0.9 1.2 19.9 20.0 4.9 14.2 0.3 Cycle Q Clear(g_c), s 8.7 3.5 0.0 5.2 2.9 0.9 1.2 19.9 20.0 4.9 14.2 0.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.27 1.00 1.00 Lane Grp Cap(c), veh/h 375 228 194 359 203 169 383 874 877 381 1924 858 V/C Ratio(X) 0.56 0.37 0.00 0.36 0.34 0.11 0.14 0.65 0.65 0.62 0.50 0.01 Avail Cap(c_a), veh/h 375 337 286 383 337 281 493 874 877 404 1924 858 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 28.8 33.5 0.0 28.4 34.2 33.3 9.7 15.7 15.7 12.7 11.9 8.7 Incr Delay (d2), s/veh 1.8 1.0 0.0 0.6 1.0 0.3 0.2 3.8 3.8 2.6 0.9 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 1.9 0.0 2.6 1.5 0.4 0.6 10.6 10.6 2.9 7.1 0.1 LnGrp Delay(d),s/veh 30.6 34.5 0.0 29.0 35.2 33.6 9.9 19.4 19.4 15.3 12.8 8.7 LnGrp LOS C C C D C ABBBBA Approach Vol, veh/h 294 218 1194 1210 Approach Delay, s/veh 31.7 31.4 19.0 13.2 Approach LOS C C B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.8 57.1 10.9 15.2 10.9 53.0 12.0 14.1 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 8.0 40.0 8.0 14.0 8.0 40.0 8.0 14.0 Max Q Clear Time (g_c+I1), s 3.2 16.2 7.2 5.5 6.9 22.0 10.7 4.9 Green Ext Time (p_c), s 0.0 9.7 0.0 0.3 0.1 8.6 0.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 18.8 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. 44 Timing Report, Sorted By Phase Short Total AM 1: Taft Hill & Horsetooth Right-turn lane Synchro 8 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 12 46 12 20 12 46 12 20 Maximum Split (%) 13.3% 51.1% 13.3% 22.2% 13.3% 51.1% 13.3% 22.2% Minimum Split (s) 12 29 12 28 12 28 12 29 Yellow Time (s) 3434343 4.5 All-Red Time (s) 1212121 1.5 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 16 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 47 3 15 35 47 3 15 End Time (s) 47 3 15 35 47 3 15 35 Yield/Force Off (s) 43 87 11 29 43 87 11 29 Yield/Force Off 170(s) 43 71 11 14 43 72 11 13 Local Start Time (s) 32 44 0 12 32 44 0 12 Local Yield (s) 40 84 8 26 40 84 8 26 Local Yield 170(s) 40 68 8 11 40 69 8 10 Intersection Summary Cycle Length 90 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 3 (3%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Taft Hill & Horsetooth 45 HCM 2010 Signalized Intersection Summary Short Total PM 1: Taft Hill & Horsetooth Right-turn Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 141 73 42 137 99 295 46 543 100 265 604 31 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 1.00 0.98 0.98 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1900 1863 1863 1863 Adj Flow Rate, veh/h 153 79 0 149 108 14 50 590 93 288 657 0 Adj No. of Lanes 111111120121 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh, % 222222222222 Cap, veh/h 319 202 172 341 202 168 523 1525 240 567 1999 894 Arrive On Green 0.09 0.11 0.00 0.09 0.11 0.11 0.04 0.50 0.50 0.11 0.56 0.00 Sat Flow, veh/h 1774 1863 1583 1774 1863 1548 1774 3064 482 1774 3539 1583 Grp Volume(v), veh/h 153 79 0 149 108 14 50 340 343 288 657 0 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1548 1774 1770 1776 1774 1770 1583 Q Serve(g_s), s 6.4 3.4 0.0 6.2 4.7 0.7 1.1 10.2 10.2 6.1 8.4 0.0 Cycle Q Clear(g_c), s 6.4 3.4 0.0 6.2 4.7 0.7 1.1 10.2 10.2 6.1 8.4 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 0.27 1.00 1.00 Lane Grp Cap(c), veh/h 319 202 172 341 202 168 523 881 884 567 1999 894 V/C Ratio(X) 0.48 0.39 0.00 0.44 0.53 0.08 0.10 0.39 0.39 0.51 0.33 0.00 Avail Cap(c_a), veh/h 319 329 279 341 329 273 611 881 884 662 1999 894 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 29.7 35.3 0.0 29.6 35.9 34.1 9.2 13.3 13.3 8.3 9.9 0.0 Incr Delay (d2), s/veh 1.1 1.2 0.0 0.9 2.2 0.2 0.1 1.3 1.3 0.7 0.4 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 1.8 0.0 3.1 2.5 0.3 0.6 5.2 5.3 3.0 4.2 0.0 LnGrp Delay(d),s/veh 30.8 36.5 0.0 30.5 38.0 34.3 9.3 14.5 14.6 9.0 10.3 0.0 LnGrp LOS C D C D C ABBAB Approach Vol, veh/h 232 271 733 945 Approach Delay, s/veh 32.8 33.7 14.2 9.9 Approach LOS C C B A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 6.8 63.0 11.0 14.2 12.5 57.3 11.0 14.2 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 7.0 47.0 7.0 14.0 13.0 41.0 7.0 14.0 Max Q Clear Time (g_c+I1), s 3.1 10.4 8.2 5.4 8.1 12.2 8.4 6.7 Green Ext Time (p_c), s 0.0 5.5 0.0 0.4 0.4 5.4 0.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 16.7 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. 46 Timing Report, Sorted By Phase Short Total PM 1: Taft Hill & Horsetooth Right-turn Synchro 8 Light Report Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 11 53 11 20 17 47 11 20 Maximum Split (%) 11.6% 55.8% 11.6% 21.1% 17.9% 49.5% 11.6% 21.1% Minimum Split (s) 11 29 11 28 11 28 11 29 Yellow Time (s) 3434343 4.5 All-Red Time (s) 1212121 1.5 Minimum Initial (s) 4 10 4 7 4 10 4 7 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 16 15 15 16 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 53 11 22 42 59 11 22 End Time (s) 53 11 22 42 59 11 22 42 Yield/Force Off (s) 49 5 18 36 55 5 18 36 Yield/Force Off 170(s) 49 84 18 21 55 85 18 20 Local Start Time (s) 31 42 0 11 31 48 0 11 Local Yield (s) 38 89 7 25 44 89 7 25 Local Yield 170(s) 38 73 7 10 44 74 7 9 Intersection Summary Cycle Length 95 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 11 (12%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Taft Hill & Horsetooth 47 HCM 2010 TWSC Short Total AM 2: Taft Hill & Bronson Synchro 8 Light Report Intersection Int Delay, s/veh 22.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 18 1 148 1 1 21 150 1113 2 9 1005 127 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 175 - - 175 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 1 163 1 1 23 165 1223 2 10 1104 140 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2136 2749 622 2127 2818 613 1244 0 0 1225 0 0 Stage 1 1194 1194 - 1554 1554 - - - - - - - Stage 2 942 1555 - 573 1264 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 28 20 430 28 18 435 555 - - 565 - - Stage 1 198 258 - 118 173 - - - - - - - Stage 2 283 172 - 472 239 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver ~ 19 14 430 12 12 435 555 - - 565 - - Mov Cap-2 Maneuver ~ 19 14 - 12 12 - - - - - - - Stage 1 139 253 - 83 122 - - - - - - - Stage 2 187 121 - 287 235 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 323.6 48.8 1.7 0.1 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 555 - - 123 107 565 - - HCM Lane V/C Ratio 0.297 - - 1.492 0.236 0.018 - - HCM Control Delay (s) 14.2 - -$ 323.6 48.8 11.5 - - HCM Lane LOS B - - F E B - - HCM 95th %tile Q(veh) 1.2 - - 12.9 0.9 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 48 Lanes and Geometrics Short Total AM 2: Taft Hill & Bronson Synchro 8 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 175 0 175 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.880 0.876 0.983 Flt Protected 0.995 0.998 0.950 0.950 Satd. Flow (prot) 0 1631 0 0 1629 0 1770 3539 0 1770 3479 0 Flt Permitted 0.995 0.998 0.950 0.950 Satd. Flow (perm) 0 1631 0 0 1629 0 1770 3539 0 1770 3479 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 360 1134 764 3088 Travel Time (s) 8.2 25.8 13.0 52.6 Intersection Summary Area Type: Other 49 HCM 2010 TWSC Short Total PM 2: Taft Hill & Bronson Synchro 8 Light Report Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 18 0 129 2 4 10 124 837 8 11 770 117 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 175 - - 175 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 0 142 2 4 11 136 920 9 12 846 129 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1670 2136 487 1644 2196 464 975 0 0 929 0 0 Stage 1 935 935 - 1197 1197 - - - - - - - Stage 2 735 1201 - 447 999 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 63 49 526 66 44 545 703 - - 732 - - Stage 1 285 342 - 197 257 - - - - - - - Stage 2 377 256 - 560 319 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 47 39 526 41 35 545 703 - - 732 - - Mov Cap-2 Maneuver 47 39 - 41 35 - - - - - - - Stage 1 230 336 - 159 207 - - - - - - - Stage 2 292 206 - 402 314 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 48.9 55.8 1.5 0.1 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 703 - - 234 88 732 - - HCM Lane V/C Ratio 0.194 - - 0.69 0.2 0.017 - - HCM Control Delay (s) 11.3 - - 48.9 55.8 10 - - HCM Lane LOS B - - E F B - - HCM 95th %tile Q(veh) 0.7 - - 4.5 0.7 0.1 - - 50 Lanes and Geometrics Short Total PM 2: Taft Hill & Bronson Synchro 8 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 175 0 175 0 Storage Lanes 0 0 0 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95 Ped Bike Factor Frt 0.882 0.913 0.999 0.980 Flt Protected 0.994 0.994 0.950 0.950 Satd. Flow (prot) 0 1633 0 0 1690 0 1770 3536 0 1770 3468 0 Flt Permitted 0.994 0.994 0.950 0.950 Satd. Flow (perm) 0 1633 0 0 1690 0 1770 3536 0 1770 3468 0 Link Speed (mph) 30 30 40 40 Link Distance (ft) 358 482 833 4278 Travel Time (s) 8.1 11.0 14.2 72.9 Intersection Summary Area Type: Other 51 HCM 2010 TWSC Short Total AM 2: Taft Hill & Bronson Right-turn lane Synchro 8 Light Report Intersection Int Delay, s/veh 16.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 18 1 148 1 1 21 150 1113 2 9 1005 127 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 175 - - 175 - 300 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 1 163 1 1 23 165 1223 2 10 1104 140 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2066 2679 552 2127 2678 613 1104 0 0 1225 0 0 Stage 1 1124 1124 - 1554 1554 - - - - - - - Stage 2 942 1555 - 573 1124 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 31 22 477 28 22 435 628 - - 565 - - Stage 1 219 279 - 118 173 - - - - - - - Stage 2 283 172 - 472 279 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 22 16 477 14 16 435 628 - - 565 - - Mov Cap-2 Maneuver 22 16 - 14 16 - - - - - - - Stage 1 161 274 - 87 128 - - - - - - - Stage 2 196 127 - 304 274 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 242.3 40.6 1.5 0.1 HCM LOS F E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 628 - - 140 126 565 - - HCM Lane V/C Ratio 0.262 - - 1.311 0.201 0.018 - - HCM Control Delay (s) 12.8 - - 242.3 40.6 11.5 - - HCM Lane LOS B - - F E B - - HCM 95th %tile Q(veh) 1 - - 11.5 0.7 0.1 - - 52 Lanes and Geometrics Short Total AM 2: Taft Hill & Bronson Right-turn lane Synchro 8 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 175 0 175 300 Storage Lanes 0 0 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor Frt 0.880 0.876 0.850 Flt Protected 0.995 0.998 0.950 0.950 Satd. Flow (prot) 0 1631 0 0 1629 0 1770 3539 0 1770 3539 1583 Flt Permitted 0.995 0.998 0.950 0.950 Satd. Flow (perm) 0 1631 0 0 1629 0 1770 3539 0 1770 3539 1583 Link Speed (mph) 30 30 40 40 Link Distance (ft) 360 1134 764 3088 Travel Time (s) 8.2 25.8 13.0 52.6 Intersection Summary Area Type: Other 53 HCM 2010 TWSC Short Total PM 2: Taft Hill & Bronson Right-turn Synchro 8 Light Report Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 18 0 129 2 4 10 124 837 8 11 770 117 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - 175 - - 175 - 300 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 91 91 91 91 91 91 91 91 91 91 91 91 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 0 142 2 4 11 136 920 9 12 846 129 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1605 2071 423 1644 2067 464 846 0 0 929 0 0 Stage 1 870 870 - 1197 1197 - - - - - - - Stage 2 735 1201 - 447 870 - - - - - - - Critical Hdwy 7.54 6.54 6.94 7.54 6.54 6.94 4.14 - - 4.14 - - Critical Hdwy Stg 1 6.54 5.54 - 6.54 5.54 - - - - - - - Critical Hdwy Stg 2 6.54 5.54 - 6.54 5.54 - - - - - - - Follow-up Hdwy 3.52 4.02 3.32 3.52 4.02 3.32 2.22 - - 2.22 - - Pot Cap-1 Maneuver 70 53 579 66 54 545 787 - - 732 - - Stage 1 313 367 - 197 257 - - - - - - - Stage 2 377 256 - 560 367 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 54 43 579 43 44 545 787 - - 732 - - Mov Cap-2 Maneuver 54 43 - 43 44 - - - - - - - Stage 1 259 361 - 163 213 - - - - - - - Stage 2 299 212 - 416 361 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 38 47 1.3 0.1 HCM LOS E E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 787 - - 264 103 732 - - HCM Lane V/C Ratio 0.173 - - 0.612 0.171 0.017 - - HCM Control Delay (s) 10.5 - - 38 47 10 - - HCM Lane LOS B - - E E B - - HCM 95th %tile Q(veh) 0.6 - - 3.7 0.6 0.1 - - 54 Lanes and Geometrics Short Total PM 2: Taft Hill & Bronson Right-turn Synchro 8 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 175 0 175 300 Storage Lanes 0 0 0 0 1 0 1 1 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 1.00 Ped Bike Factor Frt 0.882 0.913 0.999 0.850 Flt Protected 0.994 0.994 0.950 0.950 Satd. Flow (prot) 0 1633 0 0 1690 0 1770 3536 0 1770 3539 1583 Flt Permitted 0.994 0.994 0.950 0.950 Satd. Flow (perm) 0 1633 0 0 1690 0 1770 3536 0 1770 3539 1583 Link Speed (mph) 30 30 40 40 Link Distance (ft) 358 482 833 4278 Travel Time (s) 8.1 11.0 14.2 72.9 Intersection Summary Area Type: Other 55 HCM 2010 TWSC Short Total AM 3: Horsetooth & Silver Trails Synchro 8 Light Report Intersection Int Delay, s/veh 3.9 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 6 172 112 66 146 4 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 88 88 88 88 88 88 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 195 127 75 166 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 202 0 - 0 374 165 Stage 1 - - - - 165 - Stage 2 - - - - 209 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1370 - - - 627 879 Stage 1 - - - - 864 - Stage 2 - - - - 826 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1370 - - - 623 879 Mov Cap-2 Maneuver - - - - 623 - Stage 1 - - - - 864 - Stage 2 - - - - 821 - Approach EB WB SB HCM Control Delay, s 0.3 0 12.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1370 - - - 628 HCM Lane V/C Ratio 0.005 - - - 0.271 HCM Control Delay (s) 7.6 0 - - 12.9 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 1.1 56 Lanes and Geometrics Short Total AM 3: Horsetooth & Silver Trails Synchro 8 Light Report Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.950 0.996 Flt Protected 0.998 0.954 Satd. Flow (prot) 0 1859 1770 0 1770 0 Flt Permitted 0.998 0.954 Satd. Flow (perm) 0 1859 1770 0 1770 0 Link Speed (mph) 35 35 30 Link Distance (ft) 1042 492 326 Travel Time (s) 20.3 9.6 7.4 Intersection Summary Area Type: Other 57 HCM 2010 TWSC Short Total PM 3: Horsetooth & Silver Trails Synchro 8 Light Report Intersection Int Delay, s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 3 126 125 51 130 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 148 147 60 153 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 207 0 - 0 332 177 Stage 1 - - - - 177 - Stage 2 - - - - 155 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1364 - - - 663 866 Stage 1 - - - - 854 - Stage 2 - - - - 873 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1364 - - - 661 866 Mov Cap-2 Maneuver - - - - 661 - Stage 1 - - - - 854 - Stage 2 - - - - 870 - Approach EB WB SB HCM Control Delay, s 0.2 0 12.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1364 - - - 663 HCM Lane V/C Ratio 0.003 - - - 0.234 HCM Control Delay (s) 7.6 0 - - 12.1 HCM Lane LOS A A - - B HCM 95th %tile Q(veh) 0 - - - 0.9 58 Lanes and Geometrics Short Total PM 3: Horsetooth & Silver Trails Synchro 8 Light Report Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.961 0.998 Flt Protected 0.999 0.953 Satd. Flow (prot) 0 1861 1790 0 1772 0 Flt Permitted 0.999 0.953 Satd. Flow (perm) 0 1861 1790 0 1772 0 Link Speed (mph) 35 35 30 Link Distance (ft) 1762 522 306 Travel Time (s) 34.3 10.2 7.0 Intersection Summary Area Type: Other 59 HCM 2010 TWSC Short Total AM 4: Site Access/Silver Oaks & Bronson Synchro 8 Light Report Intersection Int Delay, s/veh 7.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 10 1 236 42 0 1 1 154 3 1 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 12 1 278 49 0 1 1 181 4 1 9 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 49 0 0 13 0 0 622 617 12 709 618 49 Stage 1 - - - - - - 12 12 - 605 605 - Stage 2 - - - - - - 610 605 - 104 13 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1558 - - 1606 - - 399 405 1069 349 405 1020 Stage 1 - - - - - - 1009 886 - 485 487 - Stage 2 - - - - - - 482 487 - 902 885 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1558 - - 1606 - - 340 333 1069 250 333 1020 Mov Cap-2 Maneuver - - - - - - 340 333 - 250 333 - Stage 1 - - - - - - 1009 886 - 485 400 - Stage 2 - - - - - - 391 400 - 748 885 - Approach EB WB NB SB HCM Control Delay, s 0 6.5 9.2 12 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1040 1558 - - 1606 - - 525 HCM Lane V/C Ratio 0.176 - - - 0.173 - - 0.027 HCM Control Delay (s) 9.2 0 - - 7.7 0 - 12 HCM Lane LOS A A - - A A - B HCM 95th %tile Q(veh) 0.6 0 - - 0.6 - - 0.1 60 Lanes and Geometrics Short Total AM 4: Site Access/Silver Oaks & Bronson Synchro 8 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.990 0.866 0.913 Flt Protected 0.959 0.986 Satd. Flow (prot) 0 1844 0 0 1786 0 0 1613 0 0 1677 0 Flt Permitted 0.959 0.986 Satd. Flow (perm) 0 1844 0 0 1786 0 0 1613 0 0 1677 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1279 360 187 492 Travel Time (s) 29.1 8.2 4.3 11.2 Intersection Summary Area Type: Other 61 HCM 2010 TWSC Short Total PM 4: Site Access/Silver Oaks & Bronson Synchro 8 Light Report Intersection Int Delay, s/veh 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 15 1 189 49 7 1 1 123 9 1 2 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 18 1 222 58 8 1 1 145 11 1 2 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 66 0 0 19 0 0 529 532 18 600 527 62 Stage 1 - - - - - - 21 21 - 506 506 - Stage 2 - - - - - - 508 511 - 94 21 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1536 - - 1597 - - 460 453 1061 413 456 1003 Stage 1 - - - - - - 998 878 - 549 540 - Stage 2 - - - - - - 547 537 - 913 878 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1536 - - 1597 - - 407 387 1061 316 390 1003 Mov Cap-2 Maneuver - - - - - - 407 387 - 316 390 - Stage 1 - - - - - - 997 877 - 548 462 - Stage 2 - - - - - - 466 460 - 787 877 - Approach EB WB NB SB HCM Control Delay, s 0.4 5.9 9.1 15.3 HCM LOS A C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 1033 1536 - - 1597 - - 363 HCM Lane V/C Ratio 0.142 0.001 - - 0.139 - - 0.039 HCM Control Delay (s) 9.1 7.3 0 - 7.6 0 - 15.3 HCM Lane LOS A A A - A A - C HCM 95th %tile Q(veh) 0.5 0 - - 0.5 - - 0.1 62 Lanes and Geometrics Short Total PM 4: Site Access/Silver Oaks & Bronson Synchro 8 Light Report Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.993 0.996 0.867 0.981 Flt Protected 0.998 0.963 0.962 Satd. Flow (prot) 0 1846 0 0 1787 0 0 1615 0 0 1758 0 Flt Permitted 0.998 0.963 0.962 Satd. Flow (perm) 0 1846 0 0 1787 0 0 1615 0 0 1758 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 1156 358 298 361 Travel Time (s) 26.3 8.1 6.8 8.2 Intersection Summary Area Type: Other 63 HCM 2010 TWSC Short Total AM 8: Silver Trails & Site Access Synchro 8 Light Report Intersection Int Delay, s/veh 5.2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 141 1 9 109 1 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 166 1 11 128 1 11 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 88 75 0 0 139 0 Stage 1 75 - - - - - Stage 2 13 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 913 986 - - 1445 - Stage 1 948 - - - - - Stage 2 1010 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 912 986 - - 1445 - Mov Cap-2 Maneuver 912 - - - - - Stage 1 948 - - - - - Stage 2 1009 - - - - - Approach WB NB SB HCM Control Delay, s 9.8 0 0.7 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 912 1445 - HCM Lane V/C Ratio - - 0.183 0.001 - HCM Control Delay (s) - - 9.8 7.5 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.7 0 - 64 Lanes and Geometrics Short Total AM 8: Silver Trails & Site Access Synchro 8 Light Report Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.876 Flt Protected 0.953 0.996 Satd. Flow (prot) 1773 0 1632 0 0 1855 Flt Permitted 0.953 0.996 Satd. Flow (perm) 1773 0 1632 0 0 1855 Link Speed (mph) 30 30 30 Link Distance (ft) 202 326 234 Travel Time (s) 4.6 7.4 5.3 Intersection Summary Area Type: Other 65 HCM 2010 TWSC Short Total PM 9: Silver Trails & Site Access Synchro 8 Light Report Intersection Int Delay, s/veh 6.4 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 126 1 7 47 1 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 148 1 8 55 1 7 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 45 36 0 0 64 0 Stage 1 36 - - - - - Stage 2 9 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 965 1037 - - 1538 - Stage 1 986 - - - - - Stage 2 1014 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 964 1037 - - 1538 - Mov Cap-2 Maneuver 964 - - - - - Stage 1 986 - - - - - Stage 2 1013 - - - - - Approach WB NB SB HCM Control Delay, s 9.4 0 1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 965 1538 - HCM Lane V/C Ratio - - 0.155 0.001 - HCM Control Delay (s) - - 9.4 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.5 0 - 66 Lanes and Geometrics Short Total PM 9: Silver Trails & Site Access Synchro 8 Light Report Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.882 Flt Protected 0.953 0.994 Satd. Flow (prot) 1773 0 1643 0 0 1852 Flt Permitted 0.953 0.994 Satd. Flow (perm) 1773 0 1643 0 0 1852 Link Speed (mph) 30 30 30 Link Distance (ft) 223 306 388 Travel Time (s) 5.1 7.0 8.8 Intersection Summary Area Type: Other 67 APPENDIX E 68 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Harmony Taft Hill Road Horsetooth Road Bronson Street Silver Trails 2 3 4 1 69 Pedestrian LOS Worksheet Project Location Classification: School Walking Area Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Neighborhood to the west Residential Minimum B B B C B 1 Actual A B A C B Proposed A B A C B Neighborhood to the east Residential Minimum B B B C B 2 Actual B B B C B Proposed B B B C B Neighborhood to the south Residential Minimum B B B C B 3 Actual B B B C B Proposed B B B C B Neighborhood to the southeast Residential Minimum B B B C B 4 Actual A B B C B Proposed A B B C B Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 70 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C A A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification 1 2 3 4 71