Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CAPSTONE COTTAGES - PDP - PDP140004 - REPORTS - TRAFFIC STUDY (8)
APPENDIX A 1 2 3 4 5 APPENDIX B 6 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/20/2014 Observer: Andy Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Buckingham S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Buckingham Westbound: Buckingham 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 10 88 12 110 0 159 4 163 273 006 6 000 0 6 279 7:45 11 113 14 138 0 237 6 243 381 125 8 200 2 10 391 8:00 13 70 19 102 0 149 7 156 258 014 5 100 1 6 264 8:15 4669 79 0 145 2 147 226 127 10 100 1 11 237 7:30-8:30 38 337 54 429 0 690 19 709 1138 2522 29 400 4 33 1171 PHF 0.73 0.75 0.71 0.78 n/a 0.73 0.68 0.73 0.5 0.63 0.79 0.73 0.5 n/a n/a 0.5 0.75 4:30 7 190 3 200 0 135 4 139 339 0411 15 310 4 19 358 4:45 7 212 3 222 0 145 2 147 369 236 11 100 1 12 381 5:00 3 224 5 232 0 131 0 131 363 0019 19 110 2 21 384 5:15 5 203 1 209 0 133 1 134 343 2012 14 000 0 14 357 4:30-5:30 22 829 12 863 0 544 7 551 1414 4748 59 520 7 66 1480 PHF 0.79 0.93 0.6 0.93 n/a 0.94 0.44 0.94 0.5 0.44 0.63 0.78 0.42 0.5 n/a 0.44 0.96 8 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/19/2014 Observer: Andy Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lincoln/Buffalo Run Access S = straight L = left turn Time Northbound: Buffalo Run Southbound: Total Eastbound: Lincoln Westbound: Lincoln 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 1010 1 71 3 74 038 38 112 113 7:45 5270 7 108 0 108 260 62 170 177 8:00 5270 7 89 1 90 257 59 149 156 8:15 5160 6 52 3 55 054 54 109 115 7:30-8:30 16 0 5 21 0 0 0 0 21 0 320 7 327 4 209 0 213 540 561 PHF 0.8 n/a 0.63 0.75 n/a n/a n/a n/a n/a 0.74 0.58 0.76 0.5 0.87 n/a 0.86 0.79 4:30 4040 4 71 6 77 2 107 109 186 190 4:45 3030 3 67 4 71 390 93 164 167 5:00 4150 5 73 5 78 1 152 153 231 236 5:15 7070 7 74 13 87 4 129 133 220 227 4:30-5:30 18 0 1 19 0 0 0 0 19 0 285 28 313 10 478 0 488 801 820 PHF 0.64 n/a 0.25 0.68 n/a n/a n/a n/a n/a 0.96 0.54 0.9 0.63 0.79 n/a 0.8 0.87 10 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/27/2014 Observer: Andy Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Lincoln/12th S = straight L = left turn Time Northbound: 12th Southbound: Total Eastbound: Lincoln Westbound: Lincoln Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 112 13 0 13 52 3 55 14 45 59 114 127 7:45 314 17 0 17 96 3 99 652 58 157 174 8:00 219 21 0 21 101 11 112 858 66 178 199 8:15 59 14 0 14 60 10 70 16 67 83 153 167 7:30-8:30 11 0 54 65 0 0 0 0 65 0 309 27 336 44 222 0 266 602 667 PHF 0.55 n/a 0.71 0.77 n/a n/a n/a n/a n/a 0.76 0.61 0.75 0.69 0.83 n/a 0.8 0.84 4:30 18 27 45 0 45 64 13 77 18 101 119 196 241 4:45 15 21 36 0 36 74 14 88 20 110 130 218 254 5:00 16 24 40 0 40 60 13 73 27 116 143 216 256 5:15 15 28 43 0 43 65 13 78 26 107 133 211 254 4:30-5:30 64 0 100 164 0 0 0 0 164 0 263 53 316 91 434 0 525 841 1005 PHF 0.89 n/a 0.89 0.91 n/a n/a n/a n/a n/a 0.89 0.95 0.9 0.84 0.94 n/a 0.92 0.98 11 APPENDIX C 12 HCM 2010 Signalized Intersection Summary Recent AM 1: Lemay & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent AM.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 159 83 45 122 80 122 339 69 130 546 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 1.00 1.00 1.00 1.00 0.98 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 35 187 0 53 144 0 144 399 27 153 642 76 Adj No. of Lanes 111111111110 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 214 247 210 188 267 219 541 1211 1027 674 1025 121 Arrive On Green 0.03 0.13 0.00 0.04 0.14 0.00 0.05 0.63 0.63 0.08 0.84 0.84 Sat Flow, veh/h 1845 1937 1647 1845 1937 1583 1845 1937 1643 1774 1630 193 Grp Volume(v), veh/h 35 187 0 53 144 0 144 399 27 153 0 718 Grp Sat Flow(s),veh/h/ln 1845 1937 1647 1845 1937 1583 1845 1937 1643 1774 0 1823 Q Serve(g_s), s 1.8 10.3 0.0 2.7 7.6 0.0 3.0 10.7 0.7 3.3 0.0 14.9 Cycle Q Clear(g_c), s 1.8 10.3 0.0 2.7 7.6 0.0 3.0 10.7 0.7 3.3 0.0 14.9 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.11 Lane Grp Cap(c), veh/h 214 247 210 188 267 219 541 1211 1027 674 0 1146 V/C Ratio(X) 0.16 0.76 0.00 0.28 0.54 0.00 0.27 0.33 0.03 0.23 0.00 0.63 Avail Cap(c_a), veh/h 287 299 254 242 299 245 591 1211 1027 748 0 1146 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 39.7 46.3 0.0 39.3 44.1 0.0 7.3 9.7 7.9 6.5 0.0 4.6 Incr Delay (d2), s/veh 0.4 8.6 0.0 0.8 1.7 0.0 0.3 0.7 0.0 0.2 0.0 2.6 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 0.9 6.1 0.0 1.4 4.2 0.0 1.5 5.9 0.3 1.6 0.0 7.9 LnGrp Delay(d),s/veh 40.1 55.0 0.0 40.1 45.8 0.0 7.6 10.5 7.9 6.7 0.0 7.2 LnGrp LOS D D D D ABAA A Approach Vol, veh/h 222 197 570 871 Approach Delay, s/veh 52.6 44.3 9.6 7.1 Approach LOS D D A A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.0 74.2 7.8 19.0 9.4 73.8 6.6 20.2 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 8.0 59.0 7.0 16.0 10.0 57.0 7.0 16.0 Max Q Clear Time (g_c+I1), s 5.0 16.9 4.7 12.3 5.3 12.7 3.8 9.6 Green Ext Time (p_c), s 0.1 4.8 0.0 0.4 0.2 4.8 0.0 0.6 Intersection Summary HCM 2010 Ctrl Delay 17.2 HCM 2010 LOS B Notes User approved pedestrian interval to be less than phase max green. 13 Timing Report, Sorted By Phase Recent AM 1: Lemay & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent AM.syn 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 65 11 22 14 63 11 22 Maximum Split (%) 10.9% 59.1% 10.0% 20.0% 12.7% 57.3% 10.0% 20.0% Minimum Split (s) 11 30 11 29 11 30 11 25 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1212 Minimum Initial (s) 47474747 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) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 20 32 97 108 20 34 97 108 End Time (s) 32 97 108 20 34 97 108 20 Yield/Force Off (s) 28 91 104 14 30 91 104 14 Yield/Force Off 170(s) 28 74 104 1 30 74 104 2 Local Start Time (s) 39 51 6 17 39 53 6 17 Local Yield (s) 47 0 13 33 49 0 13 33 Local Yield 170(s) 47 93 13 20 49 93 13 21 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 91 (83%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 14 HCM 2010 Signalized Intersection Summary Recent PM 1: Lemay & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent PM.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 78 182 183 115 198 194 202 644 55 87 482 44 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 0.97 0.99 0.97 1.00 1.00 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 85 198 17 125 215 23 220 700 13 95 524 45 Adj No. of Lanes 111111111110 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 221 276 228 236 288 229 698 1188 1005 429 997 86 Arrive On Green 0.06 0.14 0.14 0.07 0.15 0.15 0.07 0.61 0.61 0.09 1.00 1.00 Sat Flow, veh/h 1845 1937 1600 1845 1937 1541 1845 1937 1639 1774 1687 145 Grp Volume(v), veh/h 85 198 17 125 215 23 220 700 13 95 0 569 Grp Sat Flow(s),veh/h/ln 1845 1937 1600 1845 1937 1541 1845 1937 1639 1774 0 1832 Q Serve(g_s), s 4.6 11.7 1.1 6.9 12.8 1.5 5.3 26.3 0.4 2.5 0.0 0.0 Cycle Q Clear(g_c), s 4.6 11.7 1.1 6.9 12.8 1.5 5.3 26.3 0.4 2.5 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.08 Lane Grp Cap(c), veh/h 221 276 228 236 288 229 698 1188 1005 429 0 1083 V/C Ratio(X) 0.39 0.72 0.07 0.53 0.75 0.10 0.32 0.59 0.01 0.22 0.00 0.53 Avail Cap(c_a), veh/h 232 420 347 236 428 340 698 1188 1005 468 0 1083 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 40.6 49.2 44.6 40.9 48.9 44.1 7.4 14.1 9.1 10.6 0.0 0.0 Incr Delay (d2), s/veh 1.1 3.5 0.1 2.2 3.9 0.2 0.3 2.2 0.0 0.3 0.0 1.8 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 2.4 6.5 0.5 3.6 7.1 0.7 2.7 14.7 0.2 1.2 0.0 0.5 LnGrp Delay(d),s/veh 41.7 52.7 44.8 43.1 52.8 44.3 7.6 16.2 9.1 10.8 0.0 1.8 LnGrp LOS DDDDDDABAB A Approach Vol, veh/h 300 363 933 664 Approach Delay, s/veh 49.1 49.0 14.1 3.1 Approach LOS D D B A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 75.9 11.0 22.1 8.4 78.6 10.2 22.8 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 61.0 7.0 25.0 7.0 61.0 7.0 * 26 Max Q Clear Time (g_c+I1), s 7.3 2.0 8.9 13.7 4.5 28.3 6.6 14.8 Green Ext Time (p_c), s 0.0 5.5 0.0 1.1 0.0 5.4 0.0 1.1 Intersection Summary HCM 2010 Ctrl Delay 21.1 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 15 Timing Report, Sorted By Phase Recent PM 1: Lemay & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent PM.syn 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 67 11 31 11 67 11 31 Maximum Split (%) 9.2% 55.8% 9.2% 25.8% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 47474747 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) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 103 50 61 92 103 50 61 End Time (s) 103 50 61 92 103 50 61 92 Yield/Force Off (s) 99 44 57 86 99 44 57 86.5 Yield/Force Off 170(s) 99 27 57 73 99 27 57 74.5 Local Start Time (s) 48 59 6 17 48 59 6 17 Local Yield (s) 55 0 13 42 55 0 13 42.5 Local Yield 170(s) 55 103 13 29 55 103 13 30.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 16 HCM 2010 TWSC Recent AM 3: Lemay & Buckingham City of Fort Collins Signal Timing Synchro 8 Light Report Recent AM.syn Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 2 5 22 4 0 0 38 337 54 0 690 19 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 - - - - - - - - - - - - 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 2 6 26 5 0 0 45 396 64 0 812 22 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1341 1372 823 1357 1352 428 834 0 0 460 0 0 Stage 1 823 823 - 518 518 - - - - - - - Stage 2 518 549 - 839 834 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 129 146 373 126 150 627 799 - - 1101 - - Stage 1 368 388 - 541 533 - - - - - - - Stage 2 541 516 - 360 383 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 122 135 373 107 139 627 799 - - 1101 - - Mov Cap-2 Maneuver 122 135 - 107 139 - - - - - - - Stage 1 340 388 - 500 492 - - - - - - - Stage 2 500 477 - 330 383 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 21.1 40.2 0.9 0 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 799 - - 258 107 1101 - - HCM Lane V/C Ratio 0.056 - - 0.132 0.044 - - - HCM Control Delay (s) 9.8 0 - 21.1 40.2 0 - - HCM Lane LOS A A - C E A - - HCM 95th %tile Q(veh) 0.2 - - 0.5 0.1 0 - - 17 Lanes and Geometrics Recent AM 3: Lemay & Buckingham City of Fort Collins Signal Timing Synchro 8 Light Report Recent AM.syn 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 0.897 0.983 0.996 Flt Protected 0.997 0.950 0.996 Satd. Flow (prot) 0 1666 0 0 1770 0 0 1824 0 0 1855 0 Flt Permitted 0.997 0.950 0.996 Satd. Flow (perm) 0 1666 0 0 1770 0 0 1824 0 0 1855 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 605 715 1281 1365 Travel Time (s) 13.8 16.3 29.1 31.0 Intersection Summary Area Type: Other 18 HCM 2010 TWSC Recent PM 3: Lemay & Buckingham City of Fort Collins Signal Timing Synchro 8 Light Report Recent PM.syn Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 4 7 48 5 2 0 22 859 12 0 544 7 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 7 50 5 2 0 23 895 12 0 567 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1518 1523 570 1546 1521 901 574 0 0 907 0 0 Stage 1 570 570 - 947 947 - - - - - - - Stage 2 948 953 - 599 574 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 98 118 521 93 118 337 999 - - 750 - - Stage 1 506 505 - 314 340 - - - - - - - Stage 2 313 338 - 488 503 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 93 112 521 77 112 337 999 - - 750 - - Mov Cap-2 Maneuver 93 112 - 77 112 - - - - - - - Stage 1 482 505 - 299 324 - - - - - - - Stage 2 296 322 - 435 503 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 20.1 51.3 0.2 0 HCM LOS C F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 999 - - 299 85 750 - - HCM Lane V/C Ratio 0.023 - - 0.206 0.086 - - - HCM Control Delay (s) 8.7 0 - 20.1 51.3 0 - - HCM Lane LOS A A - C F A - - HCM 95th %tile Q(veh) 0.1 - - 0.8 0.3 0 - - 19 Lanes and Geometrics Recent PM 3: Lemay & Buckingham City of Fort Collins Signal Timing Synchro 8 Light Report Recent PM.syn 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 0.889 0.998 0.998 Flt Protected 0.997 0.966 0.999 Satd. Flow (prot) 0 1651 0 0 1799 0 0 1857 0 0 1859 0 Flt Permitted 0.997 0.966 0.999 Satd. Flow (perm) 0 1651 0 0 1799 0 0 1857 0 0 1859 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 1312 1334 Travel Time (s) 13.4 19.7 29.8 30.3 Intersection Summary Area Type: Other 20 HCM Signalized Intersection Capacity Analysis Recent AM 4: Lemay & Vine City of Fort Collins Signal Timing Synchro 8 Light Report Recent AM.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 16 80 47 49 112 90 28 337 17 42 590 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.93 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1958 1770 1918 1904 1963 Flt Permitted 0.35 1.00 0.55 1.00 0.92 0.95 Satd. Flow (perm) 644 1958 1025 1918 1753 1872 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 19 94 55 58 132 106 33 396 20 49 694 42 RTOR Reduction (vph) 0 20 0 0 28 0010020 Lane Group Flow (vph) 19 129 0 58 210 0 0 448 0 0 783 0 Confl. Peds. (#/hr) 22 Confl. Bikes (#/hr) 2 4 9 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 19.9 19.9 19.9 19.9 79.6 80.1 Effective Green, g (s) 20.9 20.9 20.9 20.9 80.6 81.1 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.73 0.74 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 122 372 194 364 1284 1380 v/s Ratio Prot 0.07 c0.11 v/s Ratio Perm 0.03 0.06 0.26 c0.42 v/c Ratio 0.16 0.35 0.30 0.58 0.35 0.57 Uniform Delay, d1 37.2 38.6 38.3 40.5 5.3 6.5 Progression Factor 1.00 1.00 1.00 1.00 0.82 1.00 Incremental Delay, d2 1.7 1.6 2.4 4.4 0.7 1.7 Delay (s) 38.9 40.2 40.7 44.9 5.1 8.2 Level of Service D D D D A A Approach Delay (s) 40.1 44.1 5.1 8.2 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 16.8 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 72.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group 21 Timing Report, Sorted By Phase Recent AM 4: Lemay & Vine City of Fort Collins Signal Timing Synchro 8 Light Report Recent AM.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 22 HCM Signalized Intersection Capacity Analysis Recent PM 4: Lemay & Vine City of Fort Collins Signal Timing Synchro 8 Light Report Recent PM.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 43 152 71 47 109 142 67 745 57 64 574 27 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.98 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.92 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1956 1770 1878 1897 1964 Flt Permitted 0.28 1.00 0.34 1.00 0.90 0.85 Satd. Flow (perm) 523 1956 641 1878 1714 1674 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) 45 160 75 49 115 149 71 784 60 67 604 28 RTOR Reduction (vph) 0 15 0 0 42 0020010 Lane Group Flow (vph) 45 220 0 49 222 0 0 913 0 0 698 0 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) 2435 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 22.0 22.0 22.0 22.0 87.5 88.0 Effective Green, g (s) 23.0 23.0 23.0 23.0 88.5 89.0 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.74 0.74 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 100 374 122 359 1264 1241 v/s Ratio Prot 0.11 c0.12 v/s Ratio Perm 0.09 0.08 c0.53 0.42 v/c Ratio 0.45 0.59 0.40 0.62 0.72 0.56 Uniform Delay, d1 42.9 44.2 42.5 44.5 8.9 6.9 Progression Factor 1.00 1.00 1.00 1.00 0.60 1.00 Incremental Delay, d2 8.8 4.5 6.0 5.4 3.1 1.8 Delay (s) 51.7 48.6 48.5 49.9 8.4 8.7 Level of Service D D D D A A Approach Delay (s) 49.1 49.7 8.4 8.7 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 19.5 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 89.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 23 Timing Report, Sorted By Phase Recent PM 4: Lemay & Vine City of Fort Collins Signal Timing Synchro 8 Light Report Recent PM.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 85 35 85 35 Maximum Split (%) 70.8% 29.2% 70.8% 29.2% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 48 13 48 13 End Time (s) 13 48 13 48 Yield/Force Off (s) 8.5 42.5 8 42.5 Yield/Force Off 170(s) 118.5 32.5 118 32.5 Local Start Time (s) 35 0 35 0 Local Yield (s) 115.5 29.5 115 29.5 Local Yield 170(s) 105.5 19.5 105 19.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 24 HCM 2010 TWSC Recent AM 6: Buffalo Run & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent AM.syn Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 352 7 4 231 16 5 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 414 8 5 272 19 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 422 0 699 418 Stage 1 - - - - 418 - Stage 2 - - - - 281 - 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 - - 1137 - 406 635 Stage 1 - - - - 664 - Stage 2 - - - - 767 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1137 - 404 635 Mov Cap-2 Maneuver - - - - 404 - Stage 1 - - - - 664 - Stage 2 - - - - 763 - Approach EB WB NB HCM Control Delay, s 0 0.1 13.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 442 - - 1137 - HCM Lane V/C Ratio 0.056 - - 0.004 - HCM Control Delay (s) 13.6 - - 8.2 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - 25 Lanes and Geometrics Recent AM 6: Buffalo Run & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent AM.syn Lane Group EBT EBR WBL WBT NBL NBR 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 0.997 0.968 Flt Protected 0.999 0.963 Satd. Flow (prot) 1857 0 0 1861 1736 0 Flt Permitted 0.999 0.963 Satd. Flow (perm) 1857 0 0 1861 1736 0 Link Speed (mph) 35 30 30 Link Distance (ft) 838 610 391 Travel Time (s) 16.3 13.9 8.9 Intersection Summary Area Type: Other 26 HCM 2010 TWSC Recent PM 6: Buffalo Run & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent PM.syn Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 296 28 10 489 18 1 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 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 340 32 11 562 21 1 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 372 0 941 356 Stage 1 - - - - 356 - Stage 2 - - - - 585 - 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 - - 1186 - 292 688 Stage 1 - - - - 709 - Stage 2 - - - - 557 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1186 - 288 688 Mov Cap-2 Maneuver - - - - 288 - Stage 1 - - - - 709 - Stage 2 - - - - 550 - Approach EB WB NB HCM Control Delay, s 0 0.2 18.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 297 - - 1186 - HCM Lane V/C Ratio 0.074 - - 0.01 - HCM Control Delay (s) 18.1 - - 8.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - 27 Lanes and Geometrics Recent PM 6: Buffalo Run & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent PM.syn Lane Group EBT EBR WBL WBT NBL NBR 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 0.988 0.994 Flt Protected 0.999 0.954 Satd. Flow (prot) 1840 0 0 1861 1766 0 Flt Permitted 0.999 0.954 Satd. Flow (perm) 1840 0 0 1861 1766 0 Link Speed (mph) 35 35 30 Link Distance (ft) 734 785 379 Travel Time (s) 14.3 15.3 8.6 Intersection Summary Area Type: Other 28 HCM 2010 TWSC Recent AM 7: 12th & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent AM.syn Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 330 27 44 224 11 54 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 388 32 52 264 13 64 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 420 0 771 404 Stage 1 - - - - 404 - Stage 2 - - - - 367 - 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 - - 1139 - 368 647 Stage 1 - - - - 674 - Stage 2 - - - - 701 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1139 - 348 647 Mov Cap-2 Maneuver - - - - 348 - Stage 1 - - - - 674 - Stage 2 - - - - 664 - Approach EB WB NB HCM Control Delay, s 0 1.4 12.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 565 - - 1139 - HCM Lane V/C Ratio 0.135 - - 0.045 - HCM Control Delay (s) 12.4 - - 8.3 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.5 - - 0.1 - 29 Lanes and Geometrics Recent AM 7: 12th & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent AM.syn Lane Group EBT EBR WBL WBT NBL NBR 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 0.990 0.888 Flt Protected 0.992 0.992 Satd. Flow (prot) 1844 0 0 1848 1641 0 Flt Permitted 0.992 0.992 Satd. Flow (perm) 1844 0 0 1848 1641 0 Link Speed (mph) 35 30 30 Link Distance (ft) 610 612 360 Travel Time (s) 11.9 13.9 8.2 Intersection Summary Area Type: Other 30 HCM 2010 TWSC Recent PM 7: 12th & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent PM.syn Intersection Int Delay, s/veh 3.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 244 53 91 435 64 100 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 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 249 54 93 444 65 102 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 303 0 906 276 Stage 1 - - - - 276 - Stage 2 - - - - 630 - 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 - - 1258 - 307 763 Stage 1 - - - - 771 - Stage 2 - - - - 531 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1258 - 277 763 Mov Cap-2 Maneuver - - - - 277 - Stage 1 - - - - 771 - Stage 2 - - - - 479 - Approach EB WB NB HCM Control Delay, s 0 1.4 17.5 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 453 - - 1258 - HCM Lane V/C Ratio 0.369 - - 0.074 - HCM Control Delay (s) 17.5 - - 8.1 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.7 - - 0.2 - 31 Lanes and Geometrics Recent PM 7: 12th & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report Recent PM.syn Lane Group EBT EBR WBL WBT NBL NBR 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 0.976 0.918 Flt Protected 0.991 0.981 Satd. Flow (prot) 1818 0 0 1846 1678 0 Flt Permitted 0.991 0.981 Satd. Flow (perm) 1818 0 0 1846 1678 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 32 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 33 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 34 APPENDIX D 35 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB PM 110 VPH AM 2255 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2610 VPH EB AM 70 VPH EB PM 95 VPH WB AM 70 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE TOTAL PEAK HOUR WARRANT AT LEMAY/BUCKINGHAM-DUFF MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB PM 110 VPH AM 2255 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2610 VPH EB AM 70 VPH EB PM 95 VPH WB AM 70 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB PM 110 VPH AM 2255 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2610 VPH EB AM 70 VPH APPENDIX E 37 HCM 2010 Signalized Intersection Summary Short Bkgrd AM 1: Lemay & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 37 188 128 61 138 117 234 370 74 151 713 96 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 0.99 1.00 1.00 1.00 0.98 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 44 221 0 72 162 2 275 435 32 178 839 54 Adj No. of Lanes 111111111110 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 244 285 242 209 317 256 293 1135 963 615 973 63 Arrive On Green 0.04 0.15 0.00 0.05 0.16 0.16 0.09 0.59 0.59 0.02 0.19 0.19 Sat Flow, veh/h 1845 1937 1647 1845 1937 1564 1845 1937 1642 1774 1729 111 Grp Volume(v), veh/h 44 221 0 72 162 2 275 435 32 178 0 893 Grp Sat Flow(s),veh/h/ln 1845 1937 1647 1845 1937 1564 1845 1937 1642 1774 0 1840 Q Serve(g_s), s 2.2 12.1 0.0 3.5 8.4 0.1 8.8 13.2 0.9 4.4 0.0 51.8 Cycle Q Clear(g_c), s 2.2 12.1 0.0 3.5 8.4 0.1 8.8 13.2 0.9 4.4 0.0 51.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.06 Lane Grp Cap(c), veh/h 244 285 242 209 317 256 293 1135 963 615 0 1035 V/C Ratio(X) 0.18 0.78 0.00 0.34 0.51 0.01 0.94 0.38 0.03 0.29 0.00 0.86 Avail Cap(c_a), veh/h 309 352 299 244 352 284 293 1135 963 624 0 1035 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.7 45.2 0.0 36.7 42.0 38.5 29.8 12.2 9.6 9.4 0.0 40.7 Incr Delay (d2), s/veh 0.4 8.4 0.0 1.0 1.3 0.0 36.9 1.0 0.1 0.3 0.0 9.5 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 1.1 7.1 0.0 1.8 4.6 0.1 11.2 7.3 0.4 2.2 0.0 29.1 LnGrp Delay(d),s/veh 38.0 53.6 0.0 37.6 43.3 38.5 66.7 13.1 9.7 9.7 0.0 50.1 LnGrp LOS D D D D D EBAA D Approach Vol, veh/h 265 236 742 1071 Approach Delay, s/veh 51.0 41.5 32.8 43.4 Approach LOS DDCD Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.0 66.9 8.9 21.2 10.4 69.5 7.1 23.0 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 9.0 55.0 7.0 19.0 7.0 57.0 7.0 19.0 Max Q Clear Time (g_c+I1), s 10.8 53.8 5.5 14.1 6.4 15.2 4.2 10.4 Green Ext Time (p_c), s 0.0 0.8 0.0 0.6 0.0 6.4 0.0 0.8 Intersection Summary HCM 2010 Ctrl Delay 40.7 HCM 2010 LOS D Notes User approved pedestrian interval to be less than phase max green. 38 Timing Report, Sorted By Phase Short Bkgrd AM 1: Lemay & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn 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 Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 13 61 11 25 11 63 11 25 Maximum Split (%) 11.8% 55.5% 10.0% 22.7% 10.0% 57.3% 10.0% 22.7% Minimum Split (s) 11 30 11 29 11 30 11 25 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1212 Minimum Initial (s) 47474747 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) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 55 6 17 42 53 6 17 End Time (s) 55 6 17 42 53 6 17 42 Yield/Force Off (s) 51 0 13 36 49 0 13 36 Yield/Force Off 170(s) 51 93 13 23 49 93 13 24 Local Start Time (s) 42 55 6 17 42 53 6 17 Local Yield (s) 51 0 13 36 49 0 13 36 Local Yield 170(s) 51 93 13 23 49 93 13 24 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 125 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 39 HCM 2010 Signalized Intersection Summary Short Bkgrd PM 1: Lemay & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 120 256 240 126 241 234 301 750 65 131 53 82 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 0.98 0.99 0.98 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 130 278 32 137 262 47 327 815 20 142 58 36 Adj No. of Lanes 111111111110 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 265 342 284 256 347 278 900 1059 895 309 574 356 Arrive On Green 0.08 0.18 0.18 0.08 0.18 0.18 0.07 0.55 0.55 0.10 0.90 0.90 Sat Flow, veh/h 1845 1937 1609 1845 1937 1548 1845 1937 1638 1774 1063 660 Grp Volume(v), veh/h 130 278 32 137 262 47 327 815 20 142 0 94 Grp Sat Flow(s),veh/h/ln 1845 1937 1609 1845 1937 1548 1845 1937 1638 1774 0 1723 Q Serve(g_s), s 6.8 16.6 2.0 7.1 15.4 3.1 8.0 39.5 0.7 4.2 0.0 0.7 Cycle Q Clear(g_c), s 6.8 16.6 2.0 7.1 15.4 3.1 8.0 39.5 0.7 4.2 0.0 0.7 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.38 Lane Grp Cap(c), veh/h 265 342 284 256 347 278 900 1059 895 309 0 931 V/C Ratio(X) 0.49 0.81 0.11 0.53 0.75 0.17 0.36 0.77 0.02 0.46 0.00 0.10 Avail Cap(c_a), veh/h 285 500 416 256 484 387 900 1059 895 321 0 931 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 36.7 47.5 41.5 36.8 46.7 41.7 11.4 21.3 12.5 17.5 0.0 2.7 Incr Delay (d2), s/veh 1.4 6.4 0.2 2.2 4.3 0.3 0.2 5.4 0.0 1.1 0.0 0.2 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 3.5 9.5 0.9 3.8 8.6 1.3 1.2 22.6 0.3 2.1 0.0 0.4 LnGrp Delay(d),s/veh 38.1 53.9 41.7 39.0 51.0 42.0 11.7 26.7 12.5 18.6 0.0 3.0 LnGrp LOS DDDDDDBCBB A Approach Vol, veh/h 440 446 1162 236 Approach Delay, s/veh 48.3 46.4 22.2 12.4 Approach LOS D D C B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 69.8 13.0 26.2 10.2 70.6 12.7 26.5 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 54.0 9.0 30.0 7.0 54.0 10.0 29.0 Max Q Clear Time (g_c+I1), s 10.0 2.7 9.1 18.6 6.2 41.5 8.8 17.4 Green Ext Time (p_c), s 0.0 4.0 0.0 1.6 0.0 3.1 0.0 1.7 Intersection Summary HCM 2010 Ctrl Delay 30.9 HCM 2010 LOS C 40 Timing Report, Sorted By Phase Short Bkgrd PM 1: Lemay & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn 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 60 13 36 11 60 14 35 Maximum Split (%) 9.2% 50.0% 10.8% 30.0% 9.2% 50.0% 11.7% 29.2% Minimum Split (s) 11 30 11 29 11 30 11 25 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1212 Minimum Initial (s) 47474747 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) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 99 110 50 63 99 110 50 64 End Time (s) 110 50 63 99 110 50 64 99 Yield/Force Off (s) 106 44 59 93 106 44 60 93 Yield/Force Off 170(s) 106 27 59 80 106 27 60 81 Local Start Time (s) 55 66 6 19 55 66 6 20 Local Yield (s) 62 0 15 49 62 0 16 49 Local Yield 170(s) 62 103 15 36 62 103 16 37 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 41 HCM 2010 TWSC Short Bkgrd AM 3: Lemay & Buckingham City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 5 24 4 0 0 41 394 54 0 836 22 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 - - - - - - - - - - - - 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 4 6 28 5 0 0 48 464 64 0 984 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1588 1620 996 1606 1601 495 1009 0 0 527 0 0 Stage 1 996 996 - 592 592 - - - - - - - Stage 2 592 624 - 1014 1009 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 87 103 297 85 106 575 687 - - 1040 - - Stage 1 294 322 - 493 494 - - - - - - - Stage 2 493 478 - 288 318 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 80 93 297 68 95 575 687 - - 1040 - - Mov Cap-2 Maneuver 80 93 - 68 95 - - - - - - - Stage 1 265 322 - 444 445 - - - - - - - Stage 2 444 430 - 256 318 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 29.2 61.8 0.9 0 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 687 - - 186 68 1040 - - HCM Lane V/C Ratio 0.07 - - 0.202 0.069 - - - HCM Control Delay (s) 10.6 0 - 29.2 61.8 0 - - HCM Lane LOS B A - D F A - - HCM 95th %tile Q(veh) 0.2 - - 0.7 0.2 0 - - 42 Lanes and Geometrics Short Bkgrd AM 3: Lemay & Buckingham City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn 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 0.901 0.985 0.997 Flt Protected 0.995 0.950 0.996 Satd. Flow (prot) 0 1670 0 0 1770 0 0 1827 0 0 1857 0 Flt Permitted 0.995 0.950 0.996 Satd. Flow (perm) 0 1670 0 0 1770 0 0 1827 0 0 1857 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 605 715 1281 1365 Travel Time (s) 13.8 16.3 29.1 31.0 Intersection Summary Area Type: Other 43 HCM 2010 TWSC Short Bkgrd PM 3: Lemay & Buckingham City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 7 52 5 2 0 24 1064 12 0 807 9 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 7 54 5 2 0 25 1108 12 0 841 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2011 2016 845 2041 2015 1115 850 0 0 1121 0 0 Stage 1 845 845 - 1165 1165 - - - - - - - Stage 2 1166 1171 - 876 850 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 44 59 363 42 59 253 788 - - 623 - - Stage 1 357 379 - 237 268 - - - - - - - Stage 2 236 267 - 344 377 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 40 54 363 30 54 253 788 - - 623 - - Mov Cap-2 Maneuver 40 54 - 30 54 - - - - - - - Stage 1 327 379 - 217 245 - - - - - - - Stage 2 214 245 - 287 377 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 42.3 137.7 0.2 0 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 788 - - 161 34 623 - - HCM Lane V/C Ratio 0.032 - - 0.414 0.214 - - - HCM Control Delay (s) 9.7 0 - 42.3 137.7 0 - - HCM Lane LOS A A - E F A - - HCM 95th %tile Q(veh) 0.1 - - 1.8 0.7 0 - - 44 Lanes and Geometrics Short Bkgrd PM 3: Lemay & Buckingham City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn 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 0.890 0.999 0.999 Flt Protected 0.996 0.966 0.999 Satd. Flow (prot) 0 1651 0 0 1799 0 0 1859 0 0 1861 0 Flt Permitted 0.996 0.966 0.999 Satd. Flow (perm) 0 1651 0 0 1799 0 0 1859 0 0 1861 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 1312 1334 Travel Time (s) 13.4 19.7 29.8 30.3 Intersection Summary Area Type: Other 45 HCM Signalized Intersection Capacity Analysis Short Bkgrd AM 4: Lemay & Vine City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 23 117 72 135 205 121 36 360 48 52 651 44 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.94 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1955 1770 1941 1884 1961 Flt Permitted 0.19 1.00 0.46 1.00 0.89 0.93 Satd. Flow (perm) 361 1955 858 1941 1685 1838 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 27 138 85 159 241 142 42 424 56 61 766 52 RTOR Reduction (vph) 0 19 0 0 19 0040020 Lane Group Flow (vph) 27 204 0 159 364 0 0 518 0 0 877 0 Confl. Peds. (#/hr) 22 Confl. Bikes (#/hr) 2 4 9 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 26.8 26.8 26.8 26.8 72.7 73.2 Effective Green, g (s) 27.8 27.8 27.8 27.8 73.7 74.2 Actuated g/C Ratio 0.25 0.25 0.25 0.25 0.67 0.67 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 91 494 216 490 1128 1239 v/s Ratio Prot 0.10 c0.19 v/s Ratio Perm 0.07 0.19 0.31 c0.48 v/c Ratio 0.30 0.41 0.74 0.74 0.46 0.71 Uniform Delay, d1 33.2 34.3 37.7 37.8 8.6 11.1 Progression Factor 1.00 1.00 1.00 1.00 0.82 1.00 Incremental Delay, d2 5.1 1.6 16.5 8.0 1.3 3.4 Delay (s) 38.3 35.9 54.2 45.9 8.4 14.6 Level of Service D D D D A B Approach Delay (s) 36.1 48.3 8.4 14.6 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 23.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 85.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 46 Timing Report, Sorted By Phase Short Bkgrd AM 4: Lemay & Vine City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 47 HCM Signalized Intersection Capacity Analysis Short Bkgrd PM 4: Lemay & Vine City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 55 258 90 106 175 162 97 817 154 98 621 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.93 0.98 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1770 1974 1770 1905 1873 1959 Flt Permitted 0.23 1.00 0.21 1.00 0.86 0.74 Satd. Flow (perm) 436 1974 400 1905 1619 1453 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) 58 272 95 112 184 171 102 860 162 103 654 38 RTOR Reduction (vph) 0 10 0 0 28 0050020 Lane Group Flow (vph) 58 357 0 112 327 0 0 1119 0 0 793 0 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) 2435 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 29.5 29.5 29.5 29.5 80.0 80.5 Effective Green, g (s) 30.5 30.5 30.5 30.5 81.0 81.5 Actuated g/C Ratio 0.25 0.25 0.25 0.25 0.68 0.68 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 110 501 101 484 1092 986 v/s Ratio Prot 0.18 0.17 v/s Ratio Perm 0.13 c0.28 c0.69 0.55 v/c Ratio 0.53 0.71 1.11 0.68 1.02 0.80 Uniform Delay, d1 38.5 40.7 44.8 40.3 19.5 13.6 Progression Factor 1.00 1.00 1.00 1.00 0.73 1.00 Incremental Delay, d2 11.0 6.8 121.9 5.7 29.4 7.0 Delay (s) 49.5 47.5 166.7 46.0 43.7 20.6 Level of Service D D F D D C Approach Delay (s) 47.8 75.0 43.7 20.6 Approach LOS D E D C Intersection Summary HCM 2000 Control Delay 43.0 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.05 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 106.2% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group 48 Timing Report, Sorted By Phase Short Bkgrd PM 4: Lemay & Vine City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 85 35 85 35 Maximum Split (%) 70.8% 29.2% 70.8% 29.2% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 48 13 48 13 End Time (s) 13 48 13 48 Yield/Force Off (s) 8.5 42.5 8 42.5 Yield/Force Off 170(s) 118.5 32.5 118 32.5 Local Start Time (s) 35 0 35 0 Local Yield (s) 115.5 29.5 115 29.5 Local Yield 170(s) 105.5 19.5 105 19.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 49 HCM 2010 Roundabout Short Bkgrd AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn Intersection Intersection Delay, s/veh 7.5 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 487 365 25 10 Demand Flow Rate, veh/h 497 372 25 10 Vehicles Circulating, veh/h 7 51 491 377 Vehicles Exiting, veh/h 380 465 13 46 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.1 6.9 5.6 4.8 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 497 372 25 10 Cap Entry Lane, veh/h 1122 1074 692 775 Entry HV Adj Factor 0.980 0.981 1.000 1.000 Flow Entry, veh/h 487 365 25 10 Cap Entry, veh/h 1100 1054 692 775 V/C Ratio 0.443 0.346 0.036 0.013 Control Delay, s/veh 8.1 6.9 5.6 4.8 LOSAAAA 95th %tile Queue, veh 2200 50 HCM 2010 Roundabout Short Bkgrd PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn Intersection Intersection Delay, s/veh 10.3 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 519 666 22 37 Demand Flow Rate, veh/h 529 679 22 38 Vehicles Circulating, veh/h 19 33 504 696 Vehicles Exiting, veh/h 715 493 44 16 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.7 11.8 5.6 7.4 Approach LOS ABAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 529 679 22 38 Cap Entry Lane, veh/h 1109 1093 683 563 Entry HV Adj Factor 0.980 0.981 1.000 0.974 Flow Entry, veh/h 519 666 22 37 Cap Entry, veh/h 1087 1072 683 549 V/C Ratio 0.477 0.621 0.032 0.067 Control Delay, s/veh 8.7 11.8 5.6 7.4 LOSABAA 95th %tile Queue, veh 3500 51 HCM 2010 TWSC Short Bkgrd AM 7: 12th & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn Intersection Int Delay, s/veh 1.6 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 359 29 47 298 12 58 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 422 34 55 351 14 68 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 456 0 900 439 Stage 1 - - - - 439 - Stage 2 - - - - 461 - 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 - - 1105 - 309 618 Stage 1 - - - - 650 - Stage 2 - - - - 635 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1105 - 290 618 Mov Cap-2 Maneuver - - - - 290 - Stage 1 - - - - 650 - Stage 2 - - - - 596 - Approach EB WB NB HCM Control Delay, s 0 1.1 13.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 518 - - 1105 - HCM Lane V/C Ratio 0.159 - - 0.05 - HCM Control Delay (s) 13.3 - - 8.4 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.6 - - 0.2 - 52 Lanes and Geometrics Short Bkgrd AM 7: 12th & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn Lane Group EBT EBR WBL WBT NBL NBR 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 0.990 0.888 Flt Protected 0.993 0.992 Satd. Flow (prot) 1844 0 0 1850 1641 0 Flt Permitted 0.993 0.992 Satd. Flow (perm) 1844 0 0 1850 1641 0 Link Speed (mph) 35 30 30 Link Distance (ft) 610 612 360 Travel Time (s) 11.9 13.9 8.2 Intersection Summary Area Type: Other 53 HCM 2010 TWSC Short Bkgrd PM 7: 12th & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn Intersection Int Delay, s/veh 4.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 364 57 98 511 69 108 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 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 371 58 100 521 70 110 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 430 0 1122 401 Stage 1 - - - - 401 - Stage 2 - - - - 721 - 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 - - 1129 - 228 649 Stage 1 - - - - 676 - Stage 2 - - - - 482 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1129 - 200 649 Mov Cap-2 Maneuver - - - - 200 - Stage 1 - - - - 676 - Stage 2 - - - - 422 - Approach EB WB NB HCM Control Delay, s 0 1.4 26.2 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 346 - - 1129 - HCM Lane V/C Ratio 0.522 - - 0.089 - HCM Control Delay (s) 26.2 - - 8.5 0 HCM Lane LOS D - - A A HCM 95th %tile Q(veh) 2.9 - - 0.3 - 54 Lanes and Geometrics Short Bkgrd PM 7: 12th & Lincoln City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn Lane Group EBT EBR WBL WBT NBL NBR 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 0.982 0.917 Flt Protected 0.992 0.981 Satd. Flow (prot) 1829 0 0 1848 1676 0 Flt Permitted 0.992 0.981 Satd. Flow (perm) 1829 0 0 1848 1676 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 55 HCM 2010 TWSC Short Bkgrd AM 13: International & Webster City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 4 0 21 17 0 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 5 0 25 20 0 11 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 46 35 0 0 45 0 Stage 1 35 - - - - - Stage 2 11 - - - - - 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 964 1038 - - 1563 - Stage 1 987 - - - - - Stage 2 1012 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 964 1038 - - 1563 - Mov Cap-2 Maneuver 964 - - - - - Stage 1 987 - - - - - Stage 2 1012 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 964 1563 - HCM Lane V/C Ratio - - 0.005 - - HCM Control Delay (s) - - 8.8 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 56 Lanes and Geometrics Short Bkgrd AM 13: International & Webster City of Fort Collins Signal Timing Synchro 8 Light Report sb am.syn 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 0.940 Flt Protected 0.950 Satd. Flow (prot) 1770 0 1751 0 0 1863 Flt Permitted 0.950 Satd. Flow (perm) 1770 0 1751 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 328 624 253 Travel Time (s) 7.5 14.2 5.8 Intersection Summary Area Type: Other 57 HCM 2010 TWSC Short Bkgrd PM 13: International & Webster City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn Intersection Int Delay, s/veh 2.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 15 0 8 7 0 33 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 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 0 9 8 0 37 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 50 13 0 0 17 0 Stage 1 13 - - - - - Stage 2 37 - - - - - 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 959 1067 - - 1600 - Stage 1 1010 - - - - - Stage 2 985 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 959 1067 - - 1600 - Mov Cap-2 Maneuver 959 - - - - - Stage 1 1010 - - - - - Stage 2 985 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 959 1600 - HCM Lane V/C Ratio - - 0.017 - - HCM Control Delay (s) - - 8.8 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.1 0 - 58 Lanes and Geometrics Short Bkgrd PM 13: International & Webster City of Fort Collins Signal Timing Synchro 8 Light Report sb pm.syn 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 0.936 Flt Protected 0.950 Satd. Flow (prot) 1770 0 1744 0 0 1863 Flt Permitted 0.950 Satd. Flow (perm) 1770 0 1744 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 349 618 255 Travel Time (s) 7.9 14.0 5.8 Intersection Summary Area Type: Other 59 APPENDIX F 60 HCM 2010 Signalized Intersection Summary Long Background AM 1: Lemay & Lincoln Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 40 200 150 100 145 100 175 615 185 125 1115 250 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 0.98 0.99 1.00 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1863 Adj Flow Rate, veh/h 42 211 19 105 153 0 184 647 100 132 1174 178 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 263 282 235 237 348 285 300 2202 980 519 2075 902 Arrive On Green 0.04 0.15 0.15 0.07 0.18 0.00 0.07 0.60 0.60 0.02 0.19 0.19 Sat Flow, veh/h 1845 1937 1619 1845 1937 1583 1845 3681 1638 1774 3539 1539 Grp Volume(v), veh/h 42 211 19 105 153 0 184 647 100 132 1174 178 Grp Sat Flow(s),veh/h/ln 1845 1937 1619 1845 1937 1583 1845 1840 1638 1774 1770 1539 Q Serve(g_s), s 2.3 12.5 1.2 5.6 8.4 0.0 4.6 10.3 3.1 3.4 36.1 11.6 Cycle Q Clear(g_c), s 2.3 12.5 1.2 5.6 8.4 0.0 4.6 10.3 3.1 3.4 36.1 11.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 263 282 235 237 348 285 300 2202 980 519 2075 902 V/C Ratio(X) 0.16 0.75 0.08 0.44 0.44 0.00 0.61 0.29 0.10 0.25 0.57 0.20 Avail Cap(c_a), veh/h 321 387 324 262 428 350 395 2202 980 542 2075 902 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 41.3 49.2 44.3 38.5 43.8 0.0 17.8 11.8 10.3 9.1 34.6 24.7 Incr Delay (d2), s/veh 0.3 5.2 0.1 1.3 0.9 0.0 2.0 0.3 0.2 0.3 1.1 0.5 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 1.2 7.1 0.6 2.9 4.6 0.0 3.4 5.3 1.5 1.7 18.0 5.1 LnGrp Delay(d),s/veh 41.6 54.4 44.5 39.8 44.7 0.0 19.9 12.1 10.5 9.4 35.7 25.2 LnGrp LOS DDDDD BBBADC Approach Vol, veh/h 272 258 931 1484 Approach Delay, s/veh 51.7 42.7 13.5 32.1 Approach LOS D D B C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.8 75.3 11.4 22.4 9.4 76.8 7.2 26.6 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 13.0 55.0 9.0 23.0 7.0 61.0 7.0 * 26 Max Q Clear Time (g_c+I1), s 6.6 38.1 7.6 14.5 5.4 12.3 4.3 10.4 Green Ext Time (p_c), s 0.3 8.8 0.0 0.8 0.1 12.8 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 28.9 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 61 Timing Report, Sorted By Phase Long Background AM 1: Lemay & Lincoln Synchro 8 Light Report Page 2 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) 17 61 13 29 11 67 11 31 Maximum Split (%) 14.2% 50.8% 10.8% 24.2% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 47474747 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) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 109 50 63 92 103 50 61 End Time (s) 109 50 63 92 103 50 61 92 Yield/Force Off (s) 105 44 59 86 99 44 57 86.5 Yield/Force Off 170(s) 105 27 59 73 99 27 57 74.5 Local Start Time (s) 48 65 6 19 48 59 6 17 Local Yield (s) 61 0 15 42 55 0 13 42.5 Local Yield 170(s) 61 103 15 29 55 103 13 30.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 62 HCM 2010 Signalized Intersection Summary Long Background PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 165 230 250 195 225 250 260 1040 110 145 875 105 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 0.99 0.99 0.99 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1863 Adj Flow Rate, veh/h 174 242 109 205 237 120 274 1095 61 153 921 53 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 306 319 267 308 331 267 498 1949 867 334 1866 810 Arrive On Green 0.10 0.16 0.16 0.11 0.17 0.17 0.07 0.53 0.53 0.13 1.00 1.00 Sat Flow, veh/h 1845 1937 1623 1845 1937 1561 1845 3681 1637 1774 3539 1537 Grp Volume(v), veh/h 174 242 109 205 237 120 274 1095 61 153 921 53 Grp Sat Flow(s),veh/h/ln 1845 1937 1623 1845 1937 1561 1845 1840 1637 1774 1770 1537 Q Serve(g_s), s 9.2 14.3 7.2 10.9 13.9 8.3 8.0 23.9 2.2 4.8 0.0 0.0 Cycle Q Clear(g_c), s 9.2 14.3 7.2 10.9 13.9 8.3 8.0 23.9 2.2 4.8 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 306 319 267 308 331 267 498 1949 867 334 1866 810 V/C Ratio(X) 0.57 0.76 0.41 0.67 0.72 0.45 0.55 0.56 0.07 0.46 0.49 0.07 Avail Cap(c_a), veh/h 334 484 406 308 468 377 498 1949 867 338 1866 810 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.5 47.9 44.9 36.8 47.0 44.7 11.6 18.9 13.8 13.3 0.0 0.0 Incr Delay (d2), s/veh 1.9 3.7 1.0 5.4 3.0 1.2 1.3 1.2 0.2 1.0 0.9 0.2 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 4.8 8.0 3.3 6.0 7.7 3.7 0.5 12.5 1.0 2.3 0.2 0.0 LnGrp Delay(d),s/veh 38.4 51.6 45.9 42.1 50.0 45.9 12.9 20.1 14.0 14.3 0.9 0.2 LnGrp LOS DDDDDDBCBBAA Approach Vol, veh/h 525 562 1430 1127 Approach Delay, s/veh 46.0 46.2 18.5 2.7 Approach LOS D D B A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 68.3 16.0 24.7 10.7 68.5 15.2 25.5 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 52.0 12.0 29.0 7.0 52.0 13.0 28.0 Max Q Clear Time (g_c+I1), s 10.0 2.0 12.9 16.3 6.8 25.9 11.2 15.9 Green Ext Time (p_c), s 0.0 13.2 0.0 2.0 0.0 11.0 0.1 2.0 Intersection Summary HCM 2010 Ctrl Delay 21.8 HCM 2010 LOS C 63 Timing Report, Sorted By Phase Long Background PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Page 2 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 58 16 35 11 58 17 34 Maximum Split (%) 9.2% 48.3% 13.3% 29.2% 9.2% 48.3% 14.2% 28.3% Minimum Split (s) 11 30 11 29 11 30 11 25 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1212 Minimum Initial (s) 47474747 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) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 101 112 50 66 101 112 50 67 End Time (s) 112 50 66 101 112 50 67 101 Yield/Force Off (s) 108 44 62 95 108 44 63 95 Yield/Force Off 170(s) 108 27 62 82 108 27 63 83 Local Start Time (s) 57 68 6 22 57 68 6 23 Local Yield (s) 64 0 18 51 64 0 19 51 Local Yield 170(s) 64 103 18 38 64 103 19 39 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 64 HCM 2010 TWSC Long Background AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 11.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 25 35 20 10 5 55 630 70 10 1445 30 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 150 - - 150 - - 150 - 150 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 26 37 21 11 5 58 663 74 11 1521 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1995 2321 761 1574 2321 332 1521 0 0 663 0 0 Stage 1 1542 1542 - 779 779 - - - - - - - Stage 2 453 779 - 795 1542 - - - - - - - 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 36 37 348 74 37 664 435 - - 922 - - Stage 1 120 175 - 355 404 - - - - - - - Stage 2 556 404 - 347 175 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 24 32 348 ~ 19 32 664 435 - - 922 - - Mov Cap-2 Maneuver 24 32 - ~ 19 32 - - - - - - - Stage 1 104 173 - 308 350 - - - - - - - Stage 2 464 350 - 260 173 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 198.7 $ 351 1.1 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 435 - - 24 68 19 47 922 - - HCM Lane V/C Ratio 0.133 - - 0.439 0.929 1.108 0.336 0.011 - - HCM Control Delay (s) 14.5 - - 242.1 191.5$ 527.1 116.3 9 - - HCM Lane LOS B - - FFFFA-- HCM 95th %tile Q(veh) 0.5 - - 1.3 4.6 2.9 1.2 0 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 65 Lanes and Geometrics Long Background AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 150 150 150 150 150 150 150 150 Storage Lanes 1 0 1 0 1 1 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 1.00 1.00 0.95 1.00 Ped Bike Factor Frt 0.912 0.953 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1699 0 1770 1775 0 1770 3539 1583 1770 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1699 0 1770 1775 0 1770 3539 1583 1770 3539 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 66 HCM 2010 TWSC Long Background PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 18.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 10 70 25 30 20 35 1400 75 10 1030 20 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 150 - - 150 - - 150 - 150 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 11 74 26 32 21 37 1474 79 11 1084 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1931 2652 542 2115 2652 737 1084 0 0 1474 0 0 Stage 1 1105 1105 - 1547 1547 - - - - - - - Stage 2 826 1547 - 568 1105 - - - - - - - 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 40 23 485 29 ~ 23 361 639 - - 453 - - Stage 1 225 285 - 119 174 - - - - - - - Stage 2 332 174 - 475 285 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - 21 485 ~ 14 ~ 21 361 639 - - 453 - - Mov Cap-2 Maneuver - 21 - ~ 14 ~ 21 - - - - - - - Stage 1 212 278 - 112 164 - - - - - - - Stage 2 238 164 - 378 278 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 677.2 0.3 0.1 HCM LOS - F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 639 - - - 129 14 34 453 - - HCM Lane V/C Ratio 0.058 - - - 0.653 1.88 1.548 0.023 - - HCM Control Delay (s) 11 - - - 74.4$ 966.7$ 532.4 13.1 - - HCM Lane LOS B - - - F F F B - - HCM 95th %tile Q(veh) 0.2 - - - 3.5 4 5.8 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 67 Lanes and Geometrics Long Background PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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) 150 150 150 150 150 150 150 150 Storage Lanes 1 0 1 0 1 1 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 1.00 1.00 0.95 1.00 Ped Bike Factor Frt 0.869 0.941 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1619 0 1770 1753 0 1770 3539 1583 1770 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1619 0 1770 1753 0 1770 3539 1583 1770 3539 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 68 HCM 2010 Signalized Intersection Summary Long Background AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 25 35 20 10 5 55 630 70 10 1445 30 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 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 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 11 26 1 21 11 0 58 663 65 11 1521 28 Adj No. of Lanes 110110121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 200 112 4 187 117 0 387 2846 1273 654 2846 1273 Arrive On Green 0.06 0.06 0.06 0.06 0.06 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1398 1782 69 1378 1863 0 332 3539 1583 724 3539 1583 Grp Volume(v), veh/h 11 0 27 21 11 0 58 663 65 11 1521 28 Grp Sat Flow(s),veh/h/ln 1398 0 1851 1378 1863 0 332 1770 1583 724 1770 1583 Q Serve(g_s), s 0.4 0.0 0.8 0.9 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 0.8 1.7 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.04 1.00 0.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 200 0 116 187 117 0 387 2846 1273 654 2846 1273 V/C Ratio(X) 0.06 0.00 0.23 0.11 0.09 0.00 0.15 0.23 0.05 0.02 0.53 0.02 Avail Cap(c_a), veh/h 368 0 339 353 342 0 387 2846 1273 654 2846 1273 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.86 0.86 0.86 Uniform Delay (d), s/veh 26.9 0.0 26.8 27.6 26.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 1.0 0.3 0.3 0.0 0.8 0.2 0.1 0.0 0.6 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 0.2 0.0 0.5 0.3 0.2 0.0 0.1 0.1 0.0 0.0 0.2 0.0 LnGrp Delay(d),s/veh 27.0 0.0 27.8 27.8 26.9 0.0 0.8 0.2 0.1 0.0 0.6 0.0 LnGrp LOS C C C C AAAAAA Approach Vol, veh/h 38 32 786 1560 Approach Delay, s/veh 27.5 27.5 0.2 0.6 Approach LOS C C A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 52.2 7.8 52.2 7.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 10.0 40.0 10.0 Max Q Clear Time (g_c+I1), s 3.0 2.8 2.0 3.7 Green Ext Time (p_c), s 26.3 0.1 26.8 0.1 Intersection Summary HCM 2010 Ctrl Delay 1.3 HCM 2010 LOS A 69 Timing Report, Sorted By Phase Long Background AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 45 15 45 15 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 15 15 15 15 Yellow Time (s) 3333 All-Red Time (s) 2222 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 15 0 15 0 End Time (s) 0 15 0 15 Yield/Force Off (s) 55 10 55 10 Yield/Force Off 170(s) 55 10 55 10 Local Start Time (s) 15 0 15 0 Local Yield (s) 55 10 55 10 Local Yield 170(s) 55 10 55 10 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Lemay & Buckingham/Duff 70 HCM 2010 Signalized Intersection Summary Long Background PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 15 10 70 25 30 20 35 1400 75 10 1030 20 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 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 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 16 11 2 26 32 1 37 1474 74 11 1084 16 Adj No. of Lanes 110110121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 190 104 19 205 122 4 528 2827 1265 386 2827 1265 Arrive On Green 0.07 0.07 0.07 0.07 0.07 0.07 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1370 1535 279 1395 1797 56 510 3539 1583 333 3539 1583 Grp Volume(v), veh/h 16 0 13 26 0 33 37 1474 74 11 1084 16 Grp Sat Flow(s),veh/h/ln 1370 0 1814 1395 0 1853 510 1770 1583 333 1770 1583 Q Serve(g_s), s 0.7 0.0 0.4 1.1 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 1.7 0.0 0.4 1.5 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.15 1.00 0.03 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 190 0 123 205 0 126 528 2827 1265 386 2827 1265 V/C Ratio(X) 0.08 0.00 0.11 0.13 0.00 0.26 0.07 0.52 0.06 0.03 0.38 0.01 Avail Cap(c_a), veh/h 348 0 332 366 0 340 528 2827 1265 386 2827 1265 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.94 0.94 0.94 Uniform Delay (d), s/veh 27.3 0.0 26.2 26.9 0.0 26.5 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.0 0.4 0.3 0.0 1.1 0.3 0.7 0.1 0.1 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 0.3 0.0 0.2 0.4 0.0 0.6 0.0 0.3 0.0 0.0 0.1 0.0 LnGrp Delay(d),s/veh 27.5 0.0 26.6 27.2 0.0 27.6 0.3 0.7 0.1 0.1 0.4 0.0 LnGrp LOS C C C C AAAAAA Approach Vol, veh/h 29 59 1585 1111 Approach Delay, s/veh 27.1 27.4 0.7 0.4 Approach LOS C C A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 51.9 8.1 51.9 8.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 10.0 40.0 10.0 Max Q Clear Time (g_c+I1), s 2.0 3.7 2.0 3.5 Green Ext Time (p_c), s 29.8 0.1 29.8 0.1 Intersection Summary HCM 2010 Ctrl Delay 1.4 HCM 2010 LOS A 71 Timing Report, Sorted By Phase Long Background PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 45 15 45 15 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 15 15 15 15 Yellow Time (s) 3333 All-Red Time (s) 2222 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 15 0 15 0 End Time (s) 0 15 0 15 Yield/Force Off (s) 55 10 55 10 Yield/Force Off 170(s) 55 10 55 10 Local Start Time (s) 15 0 15 0 Local Yield (s) 55 10 55 10 Local Yield 170(s) 55 10 55 10 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Lemay & Buckingham/Duff 72 HCM 2010 Signalized Intersection Summary Long Background AM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 245 50 160 270 30 115 395 30 25 890 30 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.97 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 1882 1863 1863 1882 1788 1863 1937 1863 1863 1937 1863 Adj Flow Rate, veh/h 11 258 53 168 284 32 121 416 32 26 937 32 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 252252222222 Cap, veh/h 241 357 296 299 507 403 363 2013 845 568 1911 801 Arrive On Green 0.02 0.19 0.19 0.10 0.27 0.27 0.06 0.55 0.55 0.03 0.52 0.52 Sat Flow, veh/h 1774 1882 1561 1774 1882 1497 1774 3681 1546 1774 3681 1543 Grp Volume(v), veh/h 11 258 53 168 284 32 121 416 32 26 937 32 Grp Sat Flow(s),veh/h/ln 1774 1882 1561 1774 1882 1497 1774 1840 1546 1774 1840 1543 Q Serve(g_s), s 0.6 15.4 3.4 8.7 15.6 1.9 3.6 6.9 1.1 0.8 19.7 1.2 Cycle Q Clear(g_c), s 0.6 15.4 3.4 8.7 15.6 1.9 3.6 6.9 1.1 0.8 19.7 1.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 241 357 296 299 507 403 363 2013 845 568 1911 801 V/C Ratio(X) 0.05 0.72 0.18 0.56 0.56 0.08 0.33 0.21 0.04 0.05 0.49 0.04 Avail Cap(c_a), veh/h 311 463 384 332 572 455 428 2013 845 622 1911 801 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 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.0 45.6 40.8 33.5 37.7 32.7 13.4 13.9 12.6 12.6 18.6 14.2 Incr Delay (d2), s/veh 0.1 9.9 1.0 1.7 3.5 0.3 0.5 0.2 0.1 0.0 0.9 0.1 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 0.3 9.0 1.6 4.4 8.6 0.8 1.8 3.6 0.5 0.4 10.3 0.5 LnGrp Delay(d),s/veh 38.1 55.5 41.8 35.3 41.2 33.0 13.9 14.1 12.7 12.6 19.5 14.3 LnGrp LOS D E DDDCBBBBBB Approach Vol, veh/h 322 484 569 995 Approach Delay, s/veh 52.6 38.6 14.0 19.2 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.6 66.3 15.8 27.3 7.3 69.6 6.2 36.8 Change Period (Y+Rc), s 5.0 * 5 5.0 5.5 5.0 5.0 5.0 5.5 Max Green Setting (Gmax), s 10.0 * 49 13.0 28.5 6.0 52.0 6.0 35.5 Max Q Clear Time (g_c+I1), s 5.6 21.7 10.7 17.4 2.8 8.9 2.6 17.6 Green Ext Time (p_c), s 0.1 17.6 0.1 4.3 0.0 23.8 0.0 5.8 Intersection Summary HCM 2010 Ctrl Delay 26.4 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 73 Timing Report, Sorted By Phase Long Background AM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 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) 15 53 18 34 11 57 11 41 Maximum Split (%) 12.5% 44.2% 15.0% 28.3% 9.2% 47.5% 9.2% 34.2% Minimum Split (s) 11 21.5 11 22.5 11 22 11 22.5 Yellow Time (s) 3 3.5 3 4 3 3.5 3 4.5 All-Red Time (s) 2 1 2 1.5 2 1.5 2 1 Minimum Initial (s) 47474747 Vehicle Extension (s) 36363636 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 52 67 0 18 52 63 0 11 End Time (s) 67 0 18 52 63 0 11 52 Yield/Force Off (s) 62 115.5 13 46.5 58 115 6 46.5 Yield/Force Off 170(s) 62 105.5 13 36.5 58 105 6 36.5 Local Start Time (s) 52 67 0 18 52 63 0 11 Local Yield (s) 62 115.5 13 46.5 58 115 6 46.5 Local Yield 170(s) 62 105.5 13 36.5 58 105 6 36.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 74 HCM 2010 Signalized Intersection Summary Long Background PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 375 70 75 270 30 90 885 150 25 665 15 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.97 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 1882 1863 1863 1882 1788 1863 1937 1863 1863 1937 1863 Adj Flow Rate, veh/h 32 395 74 79 284 32 95 932 158 26 700 16 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 252252222222 Cap, veh/h 290 508 422 224 551 438 419 1885 791 310 1805 757 Arrive On Green 0.03 0.27 0.27 0.05 0.29 0.29 0.07 0.68 0.68 0.03 0.49 0.49 Sat Flow, veh/h 1774 1882 1562 1774 1882 1497 1774 3681 1545 1774 3681 1543 Grp Volume(v), veh/h 32 395 74 79 284 32 95 932 158 26 700 16 Grp Sat Flow(s),veh/h/ln 1774 1882 1562 1774 1882 1497 1774 1840 1545 1774 1840 1543 Q Serve(g_s), s 1.5 23.3 4.4 3.8 15.1 1.9 3.1 14.6 4.5 0.9 14.4 0.6 Cycle Q Clear(g_c), s 1.5 23.3 4.4 3.8 15.1 1.9 3.1 14.6 4.5 0.9 14.4 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 290 508 422 224 551 438 419 1885 791 310 1805 757 V/C Ratio(X) 0.11 0.78 0.18 0.35 0.52 0.07 0.23 0.49 0.20 0.08 0.39 0.02 Avail Cap(c_a), veh/h 340 619 514 233 619 493 435 1885 791 365 1805 757 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.88 0.88 0.88 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.6 40.5 33.6 30.9 35.4 30.7 14.0 11.7 10.1 14.8 19.2 15.7 Incr Delay (d2), s/veh 0.2 9.6 0.7 0.9 2.7 0.3 0.2 0.8 0.5 0.1 0.6 0.1 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 0.8 13.4 2.0 1.9 8.2 0.8 1.5 7.5 2.0 0.4 7.4 0.3 LnGrp Delay(d),s/veh 30.7 50.0 34.3 31.9 38.1 30.9 14.2 12.5 10.6 14.9 19.9 15.8 LnGrp LOS CDCCDCBBBBBB Approach Vol, veh/h 501 395 1185 742 Approach Delay, s/veh 46.5 36.2 12.4 19.6 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.9 62.9 10.3 36.9 7.3 65.4 7.6 39.6 Change Period (Y+Rc), s 5.0 * 5 5.0 5.5 5.0 5.0 5.0 5.5 Max Green Setting (Gmax), s 6.0 * 50 6.0 38.5 6.0 49.0 6.0 38.5 Max Q Clear Time (g_c+I1), s 5.1 16.4 5.8 25.3 2.9 16.6 3.5 17.1 Green Ext Time (p_c), s 0.0 25.1 0.0 6.1 0.0 24.7 0.0 8.1 Intersection Summary HCM 2010 Ctrl Delay 23.7 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 75 Timing Report, Sorted By Phase Long Background PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 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 54 11 44 11 54 11 44 Maximum Split (%) 9.2% 45.0% 9.2% 36.7% 9.2% 45.0% 9.2% 36.7% Minimum Split (s) 11 21.5 11 22.5 11 22 11 22.5 Yellow Time (s) 3 3.5 3 4 3 3.5 3 4.5 All-Red Time (s) 2 1 2 1.5 2 1.5 2 1 Minimum Initial (s) 47474747 Vehicle Extension (s) 36363636 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 55 66 0 11 55 66 0 11 End Time (s) 66 0 11 55 66 0 11 55 Yield/Force Off (s) 61 115.5 6 49.5 61 115 6 49.5 Yield/Force Off 170(s) 61 105.5 6 39.5 61 105 6 39.5 Local Start Time (s) 55 66 0 11 55 66 0 11 Local Yield (s) 61 115.5 6 49.5 61 115 6 49.5 Local Yield 170(s) 61 105.5 6 39.5 61 105 6 39.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 76 HCM 2010 Roundabout Long Background AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 9.5 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 538 332 26 268 Demand Flow Rate, veh/h 549 338 26 273 Vehicles Circulating, veh/h 101 360 629 198 Vehicles Exiting, veh/h 370 295 21 500 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 10.4 10.2 6.5 7.1 Approach LOS BBAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 549 338 26 273 Cap Entry Lane, veh/h 1021 788 602 927 Entry HV Adj Factor 0.980 0.981 0.996 0.981 Flow Entry, veh/h 538 332 26 268 Cap Entry, veh/h 1001 773 600 910 V/C Ratio 0.538 0.429 0.043 0.295 Control Delay, s/veh 10.4 10.2 6.5 7.1 LOSBBAA 95th %tile Queue, veh 3201 77 HCM 2010 Roundabout Long Background PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 12.5 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 511 569 31 337 Demand Flow Rate, veh/h 522 580 31 343 Vehicles Circulating, veh/h 129 230 602 504 Vehicles Exiting, veh/h 718 403 49 306 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 10.4 14.5 6.4 13.2 Approach LOS BBAB Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 522 580 31 343 Cap Entry Lane, veh/h 993 898 619 683 Entry HV Adj Factor 0.980 0.981 0.997 0.982 Flow Entry, veh/h 511 569 31 337 Cap Entry, veh/h 973 880 617 670 V/C Ratio 0.526 0.646 0.050 0.502 Control Delay, s/veh 10.4 14.5 6.4 13.2 LOSBBAB 95th %tile Queue, veh 3503 78 HCM 2010 TWSC Long Background AM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 10 Intersection Int Delay, s/veh 2.1 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 235 40 65 300 15 80 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 200 200 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 247 42 68 316 16 84 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 247 0 700 247 Stage 1 - - - - 247 - Stage 2 - - - - 453 - 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 - - 1319 - 405 792 Stage 1 - - - - 794 - Stage 2 - - - - 640 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1319 - 384 792 Mov Cap-2 Maneuver - - - - 384 - Stage 1 - - - - 794 - Stage 2 - - - - 607 - Approach EB WB NB HCM Control Delay, s 0 1.4 11.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 678 - - 1319 - HCM Lane V/C Ratio 0.147 - - 0.052 - HCM Control Delay (s) 11.2 - - 7.9 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.5 - - 0.2 - 79 Lanes and Geometrics Long Background AM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 9 Lane Group EBT EBR WBL WBT NBL NBR 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) 200 200 0 0 Storage Lanes 1 1 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 0.850 0.887 Flt Protected 0.950 0.992 Satd. Flow (prot) 1863 1583 1770 1863 1639 0 Flt Permitted 0.950 0.992 Satd. Flow (perm) 1863 1583 1770 1863 1639 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 80 HCM 2010 TWSC Long Background PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 10 Intersection Int Delay, s/veh 7.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 300 75 135 445 95 145 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 316 79 142 468 100 153 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 316 0 1069 316 Stage 1 - - - - 316 - Stage 2 - - - - 753 - 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 - - 1244 - 245 724 Stage 1 - - - - 739 - Stage 2 - - - - 465 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1244 - 217 724 Mov Cap-2 Maneuver - - - - 217 - Stage 1 - - - - 739 - Stage 2 - - - - 412 - Approach EB WB NB HCM Control Delay, s 0 1.9 32.1 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 376 - - 1244 - HCM Lane V/C Ratio 0.672 - - 0.114 - HCM Control Delay (s) 32.1 - - 8.3 - HCM Lane LOS D - - A - HCM 95th %tile Q(veh) 4.7 - - 0.4 - 81 Lanes and Geometrics Long Background PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 9 Lane Group EBT EBR WBL WBT NBL NBR 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) 250 250 0 0 Storage Lanes 1 1 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 0.850 0.918 Flt Protected 0.950 0.981 Satd. Flow (prot) 1863 1583 1770 1863 1678 0 Flt Permitted 0.950 0.981 Satd. Flow (perm) 1863 1583 1770 1863 1678 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 82 HCM 2010 TWSC Long Background AM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 12 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 5 445 20 0 255 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 468 21 0 268 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 747 479 0 0 489 0 Stage 1 479 - - - - - Stage 2 268 - - - - - 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 381 587 - - 1074 - Stage 1 623 - - - - - Stage 2 777 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 381 587 - - 1074 - Mov Cap-2 Maneuver 381 - - - - - Stage 1 623 - - - - - Stage 2 777 - - - - - Approach WB NB SB HCM Control Delay, s 11.2 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 587 1074 - HCM Lane V/C Ratio - - 0.009 - - HCM Control Delay (s) - - 11.2 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - 83 Lanes and Geometrics Long Background AM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 11 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 0 100 Storage Lanes 0 1 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 0.865 0.994 Flt Protected Satd. Flow (prot) 0 1611 1852 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1852 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 725 617 505 Travel Time (s) 16.5 14.0 11.5 Intersection Summary Area Type: Other 84 HCM 2010 TWSC Long Background PM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 12 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 15 275 10 0 320 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 16 289 11 0 337 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 632 295 0 0 300 0 Stage 1 295 - - - - - Stage 2 337 - - - - - 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 444 744 - - 1261 - Stage 1 755 - - - - - Stage 2 723 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 444 744 - - 1261 - Mov Cap-2 Maneuver 444 - - - - - Stage 1 755 - - - - - Stage 2 723 - - - - - Approach WB NB SB HCM Control Delay, s 9.9 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 744 1261 - HCM Lane V/C Ratio - - 0.021 - - HCM Control Delay (s) - - 9.9 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0.1 0 - 85 Lanes and Geometrics Long Background PM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 11 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 0 100 Storage Lanes 0 1 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 0.865 0.995 Flt Protected Satd. Flow (prot) 0 1611 1853 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1853 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 725 617 505 Travel Time (s) 16.5 14.0 11.5 Intersection Summary Area Type: Other 86 HCM 2010 TWSC Long Background AM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 14 Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 80 20 5 10 10 10 5 425 20 25 250 20 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 150 - - 150 - - 150 - - 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 84 21 5 11 11 11 5 447 21 26 263 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 795 795 263 797 784 458 263 0 0 468 0 0 Stage 1 316 316 - 468 468 - - - - - - - Stage 2 479 479 - 329 316 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 305 320 776 305 325 603 1301 - - 1094 - - Stage 1 695 655 - 575 561 - - - - - - - Stage 2 568 555 - 684 655 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 286 311 776 281 316 603 1301 - - 1094 - - Mov Cap-2 Maneuver 286 311 - 281 316 - - - - - - - Stage 1 692 639 - 573 559 - - - - - - - Stage 2 545 553 - 641 639 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 21.2 15.5 0.1 0.7 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1301 - - 286 353 281 415 1094 - - HCM Lane V/C Ratio 0.004 - - 0.294 0.075 0.037 0.051 0.024 - - HCM Control Delay (s) 7.8 - - 22.8 16 18.3 14.1 8.4 - - HCM Lane LOS A - - C C C B A - - HCM 95th %tile Q(veh) 0 - - 1.2 0.2 0.1 0.2 0.1 - - 87 Lanes and Geometrics Long Background AM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 13 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) 150 0 150 0 150 0 150 150 Storage Lanes 1 0 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.971 0.925 0.993 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1809 0 1770 1723 0 1770 1850 0 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1809 0 1770 1723 0 1770 1850 0 1770 1863 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 414 1093 383 1126 Travel Time (s) 9.4 24.8 8.7 25.6 Intersection Summary Area Type: Other 88 HCM 2010 TWSC Long Background PM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 14 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 90 10 5 35 20 20 5 275 10 5 285 50 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 150 - - 150 - - 150 - - 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 95 11 5 37 21 21 5 289 11 5 300 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 637 622 300 623 616 295 300 0 0 300 0 0 Stage 1 311 311 - 305 305 - - - - - - - Stage 2 326 311 - 318 311 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 390 403 740 398 406 744 1261 - - 1261 - - Stage 1 699 658 - 705 662 - - - - - - - Stage 2 687 658 - 693 658 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 362 400 740 385 403 744 1261 - - 1261 - - Mov Cap-2 Maneuver 362 400 - 385 403 - - - - - - - Stage 1 696 655 - 702 659 - - - - - - - Stage 2 644 655 - 674 655 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 17.6 13.8 0.1 0.1 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1261 - - 362 472 385 523 1261 - - HCM Lane V/C Ratio 0.004 - - 0.262 0.033 0.096 0.081 0.004 - - HCM Control Delay (s) 7.9 - - 18.4 12.9 15.3 12.5 7.9 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0 - - 1 0.1 0.3 0.3 0 - - 89 Lanes and Geometrics Long Background PM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 13 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) 150 0 150 0 150 0 150 150 Storage Lanes 1 0 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.953 0.925 0.994 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1775 0 1770 1723 0 1770 1852 0 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1775 0 1770 1723 0 1770 1852 0 1770 1863 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 414 1093 383 1126 Travel Time (s) 9.4 24.8 8.7 25.6 Intersection Summary Area Type: Other 90 APPENDIX G 91 HCM 2010 Signalized Intersection Summary Short Total AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 44 194 128 118 190 123 234 378 81 153 713 96 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 0.99 0.99 0.99 1.00 1.00 1.00 0.98 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 52 228 2 139 224 10 275 445 37 180 839 54 Adj No. of Lanes 111111111110 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222222222 Cap, veh/h 231 292 245 244 351 284 285 1085 920 581 933 60 Arrive On Green 0.04 0.15 0.15 0.07 0.18 0.18 0.09 0.56 0.56 0.05 0.36 0.36 Sat Flow, veh/h 1845 1937 1625 1845 1937 1566 1845 1937 1642 1774 1729 111 Grp Volume(v), veh/h 52 228 2 139 224 10 275 445 37 180 0 893 Grp Sat Flow(s),veh/h/ln 1845 1937 1625 1845 1937 1566 1845 1937 1642 1774 0 1840 Q Serve(g_s), s 2.6 12.5 0.1 6.8 11.8 0.6 9.3 14.4 1.1 4.8 0.0 50.5 Cycle Q Clear(g_c), s 2.6 12.5 0.1 6.8 11.8 0.6 9.3 14.4 1.1 4.8 0.0 50.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.06 Lane Grp Cap(c), veh/h 231 292 245 244 351 284 285 1085 920 581 0 993 V/C Ratio(X) 0.22 0.78 0.01 0.57 0.64 0.04 0.96 0.41 0.04 0.31 0.00 0.90 Avail Cap(c_a), veh/h 287 352 295 244 352 285 285 1085 920 585 0 993 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.67 0.67 0.67 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 37.2 44.9 39.7 35.3 41.7 37.1 30.0 13.8 10.9 10.4 0.0 32.3 Incr Delay (d2), s/veh 0.5 8.9 0.0 3.1 3.8 0.0 43.2 1.1 0.1 0.3 0.0 12.6 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 1.3 7.4 0.1 3.6 6.7 0.3 11.8 8.0 0.5 2.4 0.0 29.1 LnGrp Delay(d),s/veh 37.7 53.9 39.7 38.4 45.5 37.1 73.2 15.0 11.0 10.7 0.0 44.9 LnGrp LOS DDDDDDEBBB D Approach Vol, veh/h 282 373 757 1073 Approach Delay, s/veh 50.8 42.6 35.9 39.1 Approach LOS DDDD Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.0 64.4 11.0 21.6 10.8 66.6 7.7 24.9 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 9.0 55.0 7.0 19.0 7.0 57.0 7.0 19.0 Max Q Clear Time (g_c+I1), s 11.3 52.5 8.8 14.5 6.8 16.4 4.6 13.8 Green Ext Time (p_c), s 0.0 1.5 0.0 0.7 0.0 6.5 0.0 0.8 Intersection Summary HCM 2010 Ctrl Delay 40.0 HCM 2010 LOS D Notes User approved pedestrian interval to be less than phase max green. 92 Timing Report, Sorted By Phase Short Total AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn 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) 13 61 11 25 11 63 11 25 Maximum Split (%) 11.8% 55.5% 10.0% 22.7% 10.0% 57.3% 10.0% 22.7% Minimum Split (s) 11 30 11 29 11 30 11 25 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1212 Minimum Initial (s) 47474747 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) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 55 6 17 42 53 6 17 End Time (s) 55 6 17 42 53 6 17 42 Yield/Force Off (s) 51 0 13 36 49 0 13 36 Yield/Force Off 170(s) 51 93 13 23 49 93 13 24 Local Start Time (s) 42 55 6 17 42 53 6 17 Local Yield (s) 51 0 13 36 49 0 13 36 Local Yield 170(s) 51 93 13 23 49 93 13 24 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 125 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 93 HCM 2010 Signalized Intersection Summary Short Total PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 166 303 240 183 293 240 301 810 109 143 553 82 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1900 Adj Flow Rate, veh/h 180 329 72 199 318 87 327 880 65 155 601 84 Adj No. of Lanes 111111111110 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 271 401 334 259 385 308 581 988 835 238 812 113 Arrive On Green 0.09 0.21 0.21 0.08 0.20 0.20 0.07 0.51 0.51 0.13 1.00 1.00 Sat Flow, veh/h 1845 1937 1615 1845 1937 1551 1845 1937 1637 1774 1593 223 Grp Volume(v), veh/h 180 329 72 199 318 87 327 880 65 155 0 685 Grp Sat Flow(s),veh/h/ln 1845 1937 1615 1845 1937 1551 1845 1937 1637 1774 0 1816 Q Serve(g_s), s 9.2 19.5 4.4 10.0 18.9 5.7 8.0 49.0 2.4 5.0 0.0 0.0 Cycle Q Clear(g_c), s 9.2 19.5 4.4 10.0 18.9 5.7 8.0 49.0 2.4 5.0 0.0 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.12 Lane Grp Cap(c), veh/h 271 401 334 259 385 308 581 988 835 238 0 925 V/C Ratio(X) 0.66 0.82 0.22 0.77 0.83 0.28 0.56 0.89 0.08 0.65 0.00 0.74 Avail Cap(c_a), veh/h 271 500 417 259 492 394 581 988 835 239 0 925 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.3 45.4 39.5 37.1 46.1 40.8 13.5 26.4 15.0 23.1 0.0 0.0 Incr Delay (d2), s/veh 6.0 8.6 0.3 12.9 8.9 0.5 1.2 12.0 0.2 6.1 0.0 5.3 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 5.1 11.4 2.0 2.4 11.0 2.5 2.3 29.4 1.1 2.8 0.0 1.4 LnGrp Delay(d),s/veh 41.3 54.0 39.8 50.0 55.0 41.3 14.7 38.4 15.2 29.2 0.0 5.3 LnGrp LOS DDDDDDBDBC A Approach Vol, veh/h 581 604 1272 840 Approach Delay, s/veh 48.3 51.4 31.1 9.7 Approach LOS D D C A Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 66.2 13.0 29.8 11.0 66.2 14.0 28.8 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 7.0 54.0 9.0 30.0 7.0 54.0 10.0 * 30 Max Q Clear Time (g_c+I1), s 10.0 2.0 12.0 21.5 7.0 51.0 11.2 20.9 Green Ext Time (p_c), s 0.0 8.4 0.0 2.0 0.0 2.0 0.0 2.0 Intersection Summary HCM 2010 Ctrl Delay 32.4 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 94 Timing Report, Sorted By Phase Short Total PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn 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 60 13 36 11 60 14 35 Maximum Split (%) 9.2% 50.0% 10.8% 30.0% 9.2% 50.0% 11.7% 29.2% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 47474747 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) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 99 110 50 63 99 110 50 64 End Time (s) 110 50 63 99 110 50 64 99 Yield/Force Off (s) 106 44 59 93 106 44 60 93.5 Yield/Force Off 170(s) 106 27 59 80 106 27 60 81.5 Local Start Time (s) 55 66 6 19 55 66 6 20 Local Yield (s) 62 0 15 49 62 0 16 49.5 Local Yield 170(s) 62 103 15 36 62 103 16 37.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 95 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 95 HCM 2010 TWSC Short Total AM 3: Lemay & Buckingham City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 3 5 24 4 0 0 41 400 54 0 838 22 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 - - - - - - - - - - - - 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 4 6 28 5 0 0 48 471 64 0 986 26 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1598 1630 999 1615 1611 502 1012 0 0 534 0 0 Stage 1 999 999 - 599 599 - - - - - - - Stage 2 599 631 - 1016 1012 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 86 102 295 83 104 569 685 - - 1034 - - Stage 1 293 321 - 488 490 - - - - - - - Stage 2 488 474 - 287 317 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 79 92 295 66 93 569 685 - - 1034 - - Mov Cap-2 Maneuver 79 92 - 66 93 - - - - - - - Stage 1 263 321 - 439 441 - - - - - - - Stage 2 439 426 - 255 317 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 29.5 63.7 0.9 0 HCM LOS D F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 685 - - 184 66 1034 - - HCM Lane V/C Ratio 0.07 - - 0.205 0.071 - - - HCM Control Delay (s) 10.7 0 - 29.5 63.7 0 - - HCM Lane LOS B A - D F A - - HCM 95th %tile Q(veh) 0.2 - - 0.7 0.2 0 - - 96 Lanes and Geometrics Short Total AM 3: Lemay & Buckingham City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn 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 0.901 0.985 0.997 Flt Protected 0.995 0.950 0.996 Satd. Flow (prot) 0 1670 0 0 1770 0 0 1827 0 0 1857 0 Flt Permitted 0.995 0.950 0.996 Satd. Flow (perm) 0 1670 0 0 1770 0 0 1827 0 0 1857 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 605 715 659 1365 Travel Time (s) 13.8 16.3 15.0 31.0 Intersection Summary Area Type: Other 97 HCM 2010 TWSC Short Total PM 3: Lemay & Buckingham City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 5 7 52 5 2 0 24 1070 12 0 819 9 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 - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 7 54 5 2 0 25 1115 12 0 853 9 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2030 2035 858 2060 2034 1121 863 0 0 1127 0 0 Stage 1 858 858 - 1171 1171 - - - - - - - Stage 2 1172 1177 - 889 863 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 42 57 357 40 57 251 779 - - 620 - - Stage 1 352 374 - 235 267 - - - - - - - Stage 2 234 265 - 338 372 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 38 52 357 28 52 251 779 - - 620 - - Mov Cap-2 Maneuver 38 52 - 28 52 - - - - - - - Stage 1 322 374 - 215 244 - - - - - - - Stage 2 212 242 - 281 372 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 44.7 148 0.2 0 HCM LOS E F Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 779 - - 155 32 620 - - HCM Lane V/C Ratio 0.032 - - 0.43 0.228 - - - HCM Control Delay (s) 9.8 0 - 44.7 148 0 - - HCM Lane LOS A A - E F A - - HCM 95th %tile Q(veh) 0.1 - - 1.9 0.7 0 - - 98 Lanes and Geometrics Short Total PM 3: Lemay & Buckingham City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn 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 0.890 0.999 0.999 Flt Protected 0.996 0.966 0.999 Satd. Flow (prot) 0 1651 0 0 1799 0 0 1859 0 0 1861 0 Flt Permitted 0.996 0.966 0.999 Satd. Flow (perm) 0 1651 0 0 1799 0 0 1859 0 0 1861 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 99 HCM Signalized Intersection Capacity Analysis Short Total AM 4: Lemay & Vine City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 23 117 72 135 205 121 36 366 48 52 653 44 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.94 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1955 1770 1941 1884 1961 Flt Permitted 0.19 1.00 0.46 1.00 0.89 0.93 Satd. Flow (perm) 361 1955 858 1941 1687 1837 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 27 138 85 159 241 142 42 431 56 61 768 52 RTOR Reduction (vph) 0 19 0 0 19 0040020 Lane Group Flow (vph) 27 204 0 159 364 0 0 525 0 0 879 0 Confl. Peds. (#/hr) 22 Confl. Bikes (#/hr) 2 4 9 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 26.8 26.8 26.8 26.8 72.7 73.2 Effective Green, g (s) 27.8 27.8 27.8 27.8 73.7 74.2 Actuated g/C Ratio 0.25 0.25 0.25 0.25 0.67 0.67 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 91 494 216 490 1130 1239 v/s Ratio Prot 0.10 c0.19 v/s Ratio Perm 0.07 0.19 0.31 c0.48 v/c Ratio 0.30 0.41 0.74 0.74 0.46 0.71 Uniform Delay, d1 33.2 34.3 37.7 37.8 8.7 11.2 Progression Factor 1.00 1.00 1.00 1.00 0.95 1.00 Incremental Delay, d2 5.1 1.6 16.5 8.0 1.3 3.5 Delay (s) 38.3 35.9 54.2 45.9 9.6 14.6 Level of Service D D D D A B Approach Delay (s) 36.1 48.3 9.6 14.6 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 24.1 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 85.3% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 100 Timing Report, Sorted By Phase Short Total AM 4: Lemay & Vine City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 101 HCM Signalized Intersection Capacity Analysis Short Total PM 4: Lemay & Vine City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 55 258 90 106 175 162 97 823 154 98 633 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.93 0.98 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1770 1974 1770 1905 1873 1959 Flt Permitted 0.23 1.00 0.21 1.00 0.86 0.74 Satd. Flow (perm) 436 1974 400 1905 1617 1456 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) 58 272 95 112 184 171 102 866 162 103 666 38 RTOR Reduction (vph) 0 10 0 0 28 0050020 Lane Group Flow (vph) 58 357 0 112 327 0 0 1125 0 0 805 0 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) 2435 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 29.5 29.5 29.5 29.5 80.0 80.5 Effective Green, g (s) 30.5 30.5 30.5 30.5 81.0 81.5 Actuated g/C Ratio 0.25 0.25 0.25 0.25 0.68 0.68 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 110 501 101 484 1091 988 v/s Ratio Prot 0.18 0.17 v/s Ratio Perm 0.13 c0.28 c0.70 0.55 v/c Ratio 0.53 0.71 1.11 0.68 1.03 0.82 Uniform Delay, d1 38.5 40.7 44.8 40.3 19.5 13.8 Progression Factor 1.00 1.00 1.00 1.00 0.65 1.00 Incremental Delay, d2 11.0 6.8 121.9 5.7 29.5 7.4 Delay (s) 49.5 47.5 166.7 46.0 42.2 21.2 Level of Service D D F D D C Approach Delay (s) 47.8 75.0 42.2 21.2 Approach LOS D E D C Intersection Summary HCM 2000 Control Delay 42.5 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.05 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 106.8% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group 102 Timing Report, Sorted By Phase Short Total PM 4: Lemay & Vine City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Min None Maximum Split (s) 85 35 85 35 Maximum Split (%) 70.8% 29.2% 70.8% 29.2% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 48 13 48 13 End Time (s) 13 48 13 48 Yield/Force Off (s) 8.5 42.5 8 42.5 Yield/Force Off 170(s) 118.5 32.5 118 32.5 Local Start Time (s) 35 0 35 0 Local Yield (s) 115.5 29.5 115 29.5 Local Yield 170(s) 105.5 19.5 105 19.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 103 HCM 2010 TWSC Short Total AM 5: Lincoln & Site Access City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 0 350 2 0 83 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 0 0 412 2 0 98 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 414 0 - 0 413 413 Stage 1 - - - - 413 - Stage 2 - - - - 0 - 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 1145 - - - 595 639 Stage 1 - - - - 668 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1145 - - - 595 639 Mov Cap-2 Maneuver - - - - 595 - Stage 1 - - - - 668 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 11.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1145 - - - 639 HCM Lane V/C Ratio ---- 0.153 HCM Control Delay (s) 0 - - - 11.6 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.5 104 Lanes and Geometrics Short Total AM 5: Lincoln & Site Access City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn 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 0 1 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 0.865 Flt Protected Satd. Flow (prot) 0 1863 1861 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1863 1861 0 0 1611 Link Speed (mph) 35 30 30 Link Distance (ft) 439 400 412 Travel Time (s) 8.6 9.1 9.4 Intersection Summary Area Type: Other 105 HCM 2010 TWSC Short Total PM 5: Lincoln & Site Access City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 0 643 9 0 83 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 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 714 10 0 92 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 724 0 - 0 719 719 Stage 1 - - - - 719 - Stage 2 - - - - 0 - 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 879 - - - 395 428 Stage 1 - - - - 483 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 879 - - - 395 428 Mov Cap-2 Maneuver - - - - 395 - Stage 1 - - - - 483 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 15.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 879 - - - 428 HCM Lane V/C Ratio ---- 0.215 HCM Control Delay (s) 0 - - - 15.7 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 0.8 106 Lanes and Geometrics Short Total PM 5: Lincoln & Site Access City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn 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 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.865 Flt Protected Satd. Flow (prot) 0 1863 1859 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1863 1859 0 0 1611 Link Speed (mph) 35 35 30 Link Distance (ft) 388 345 429 Travel Time (s) 7.6 6.7 9.8 Intersection Summary Area Type: Other 107 HCM 2010 Roundabout Short Total AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Intersection Intersection Delay, s/veh 7.7 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 502 369 25 65 Demand Flow Rate, veh/h 512 376 25 66 Vehicles Circulating, veh/h 23 66 522 379 Vehicles Exiting, veh/h 422 481 13 63 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 8.5 7.1 5.8 5.6 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 512 376 25 66 Cap Entry Lane, veh/h 1104 1058 670 773 Entry HV Adj Factor 0.981 0.981 1.000 0.985 Flow Entry, veh/h 502 369 25 65 Cap Entry, veh/h 1083 1038 670 762 V/C Ratio 0.464 0.355 0.037 0.085 Control Delay, s/veh 8.5 7.1 5.8 5.6 LOSAAAA 95th %tile Queue, veh 3200 108 HCM 2010 Roundabout Short Total PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn Intersection Intersection Delay, s/veh 13.1 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 621 692 22 87 Demand Flow Rate, veh/h 633 705 22 88 Vehicles Circulating, veh/h 32 137 621 706 Vehicles Exiting, veh/h 762 506 44 136 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 10.7 16.1 6.3 8.5 Approach LOS B C A A Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 633 705 22 88 Cap Entry Lane, veh/h 1094 985 607 558 Entry HV Adj Factor 0.980 0.981 1.000 0.989 Flow Entry, veh/h 621 692 22 87 Cap Entry, veh/h 1073 967 607 551 V/C Ratio 0.578 0.716 0.036 0.158 Control Delay, s/veh 10.7 16.1 6.3 8.5 LOS B C A A 95th %tile Queue, veh 4601 109 HCM 2010 TWSC Short Total AM 7: 12th & Lincoln City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 365 35 47 300 14 58 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 429 41 55 353 16 68 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 471 0 914 450 Stage 1 - - - - 450 - Stage 2 - - - - 464 - 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 - - 1091 - 303 609 Stage 1 - - - - 642 - Stage 2 - - - - 633 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1091 - 284 609 Mov Cap-2 Maneuver - - - - 284 - Stage 1 - - - - 642 - Stage 2 - - - - 593 - Approach EB WB NB HCM Control Delay, s 0 1.1 13.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 498 - - 1091 - HCM Lane V/C Ratio 0.17 - - 0.051 - HCM Control Delay (s) 13.7 - - 8.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.6 - - 0.2 - 110 Lanes and Geometrics Short Total AM 7: 12th & Lincoln City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Lane Group EBT EBR WBL WBT NBL NBR 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 0.988 0.891 Flt Protected 0.993 0.991 Satd. Flow (prot) 1840 0 0 1850 1645 0 Flt Permitted 0.993 0.991 Satd. Flow (perm) 1840 0 0 1850 1645 0 Link Speed (mph) 35 30 30 Link Distance (ft) 610 612 360 Travel Time (s) 11.9 13.9 8.2 Intersection Summary Area Type: Other 111 HCM 2010 TWSC Short Total PM 7: 12th & Lincoln City of Fort Collins Signal Timing 3/11/2015 Synchro 8 Light Report st pm.syn Intersection Int Delay, s/veh 5.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 370 63 98 523 80 108 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 98 98 98 98 98 98 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 378 64 100 534 82 110 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 442 0 1144 410 Stage 1 - - - - 410 - Stage 2 - - - - 734 - 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 - - 1118 - 221 642 Stage 1 - - - - 670 - Stage 2 - - - - 475 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1118 - 193 642 Mov Cap-2 Maneuver - - - - 193 - Stage 1 - - - - 670 - Stage 2 - - - - 415 - Approach EB WB NB HCM Control Delay, s 0 1.3 31.2 HCM LOS D Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 323 - - 1118 - HCM Lane V/C Ratio 0.594 - - 0.089 - HCM Control Delay (s) 31.2 - - 8.5 0 HCM Lane LOS D - - A A HCM 95th %tile Q(veh) 3.6 - - 0.3 - 112 Lanes and Geometrics Short Total PM 7: 12th & Lincoln City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn Lane Group EBT EBR WBL WBT NBL NBR 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 0.981 0.923 Flt Protected 0.992 0.979 Satd. Flow (prot) 1827 0 0 1848 1683 0 Flt Permitted 0.992 0.979 Satd. Flow (perm) 1827 0 0 1848 1683 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 113 HCM 2010 TWSC Short Total AM 13: International & Webster City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 12 33 20 0 54 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 0 14 39 24 0 64 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 115 51 0 0 62 0 Stage 1 51 - - - - - Stage 2 64 - - - - - 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 881 1017 - - 1541 - Stage 1 971 - - - - - Stage 2 959 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 881 1017 - - 1541 - Mov Cap-2 Maneuver 881 - - - - - Stage 1 971 - - - - - Stage 2 959 - - - - - Approach WB NB SB HCM Control Delay, s 8.6 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 1017 1541 - HCM Lane V/C Ratio - - 0.014 - - HCM Control Delay (s) - - 8.6 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 114 Lanes and Geometrics Short Total AM 13: International & Webster City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn 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 0 1 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 0.865 0.949 Flt Protected Satd. Flow (prot) 0 1611 1768 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1768 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 328 624 506 Travel Time (s) 7.5 14.2 11.5 Intersection Summary Area Type: Other 115 HCM 2010 TWSC Short Total PM 13: International & Webster City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 12 90 31 0 78 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 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 13 100 34 0 87 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 204 117 0 0 134 0 Stage 1 117 - - - - - Stage 2 87 - - - - - 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 784 935 - - 1451 - Stage 1 908 - - - - - Stage 2 936 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 784 935 - - 1451 - Mov Cap-2 Maneuver 784 - - - - - Stage 1 908 - - - - - Stage 2 936 - - - - - Approach WB NB SB HCM Control Delay, s 8.9 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 935 1451 - HCM Lane V/C Ratio - - 0.014 - - HCM Control Delay (s) - - 8.9 0 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 116 Lanes and Geometrics Short Total PM 13: International & Webster City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn 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 0 1 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 0.865 0.966 Flt Protected Satd. Flow (prot) 0 1611 1799 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1799 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 349 618 510 Travel Time (s) 7.9 14.0 11.6 Intersection Summary Area Type: Other 117 HCM 2010 TWSC Short Total AM 15: International & Site Access City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Intersection Int Delay, s/veh 4 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 29 20 25 25 0 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 0 34 24 29 29 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 105 29 29 0 - 0 Stage 1 29 - - - - - Stage 2 76 - - - - - 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 1046 1584 - - - Stage 1 994 - - - - - Stage 2 947 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 880 1046 1584 - - - Mov Cap-2 Maneuver 880 - - - - - Stage 1 994 - - - - - Stage 2 933 - - - - - Approach EB NB SB HCM Control Delay, s 8.6 3.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1584 - 1046 - - HCM Lane V/C Ratio 0.015 - 0.033 - - HCM Control Delay (s) 7.3 0 8.6 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - 118 Lanes and Geometrics Short Total AM 15: International & Site Access City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st am.syn Lane Group EBL EBR NBL NBT SBT 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 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 0.865 Flt Protected 0.978 Satd. Flow (prot) 1611 0 0 1822 1863 0 Flt Permitted 0.978 Satd. Flow (perm) 1611 0 0 1822 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 350 506 673 Travel Time (s) 8.0 11.5 15.3 Intersection Summary Area Type: Other 119 HCM 2010 TWSC Short Total PM 15: International & Site Access City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn Intersection Int Delay, s/veh 4.2 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 29 68 34 49 0 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 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 32 76 38 54 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 243 54 54 0 - 0 Stage 1 54 - - - - - Stage 2 189 - - - - - 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 745 1013 1551 - - - Stage 1 969 - - - - - Stage 2 843 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 708 1013 1551 - - - Mov Cap-2 Maneuver 708 - - - - - Stage 1 969 - - - - - Stage 2 801 - - - - - Approach EB NB SB HCM Control Delay, s 8.7 5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1551 - 1013 - - HCM Lane V/C Ratio 0.049 - 0.032 - - HCM Control Delay (s) 7.4 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.2 - 0.1 - - 120 Lanes and Geometrics Short Total PM 15: International & Site Access City of Fort Collins Signal Timing 3/10/2015 Synchro 8 Light Report st pm.syn Lane Group EBL EBR NBL NBT SBT 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 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 0.865 Flt Protected 0.968 Satd. Flow (prot) 1611 0 0 1803 1863 0 Flt Permitted 0.968 Satd. Flow (perm) 1611 0 0 1803 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 305 510 621 Travel Time (s) 6.9 11.6 14.1 Intersection Summary Area Type: Other 121 APPENDIX H 122 HCM 2010 Signalized Intersection Summary Long Total AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 45 205 150 140 185 100 175 625 190 125 1130 265 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 1.00 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1863 Adj Flow Rate, veh/h 47 216 -28 147 195 -59 184 658 149 132 1189 275 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 262 286 243 264 373 305 282 2139 952 486 2013 875 Arrive On Green 0.04 0.15 0.00 0.08 0.19 0.00 0.07 0.58 0.58 0.02 0.19 0.19 Sat Flow, veh/h 1845 1937 1647 1845 1937 1583 1845 3681 1638 1774 3539 1538 Grp Volume(v), veh/h 47 216 -28 147 195 -59 184 658 149 132 1189 275 Grp Sat Flow(s),veh/h/ln 1845 1937 1647 1845 1937 1583 1845 1840 1638 1774 1770 1538 Q Serve(g_s), s 2.6 12.8 0.0 7.8 10.8 0.0 4.8 10.9 5.0 3.6 36.8 18.5 Cycle Q Clear(g_c), s 2.6 12.8 0.0 7.8 10.8 0.0 4.8 10.9 5.0 3.6 36.8 18.5 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 262 286 243 264 373 305 282 2139 952 486 2013 875 V/C Ratio(X) 0.18 0.76 -0.12 0.56 0.52 -0.19 0.65 0.31 0.16 0.27 0.59 0.31 Avail Cap(c_a), veh/h 314 387 329 264 428 350 373 2139 952 507 2013 875 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 40.9 49.1 0.0 37.9 43.5 0.0 19.9 12.8 11.6 10.0 36.0 28.5 Incr Delay (d2), s/veh 0.3 5.7 0.0 2.6 1.1 0.0 2.6 0.4 0.4 0.3 1.3 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 1.3 7.3 0.0 4.2 5.9 0.0 3.7 5.7 2.3 1.8 18.4 8.1 LnGrp Delay(d),s/veh 41.2 54.7 0.0 40.5 44.6 0.0 22.5 13.2 11.9 10.3 37.3 29.5 LnGrp LOS D D D D C B B B D C Approach Vol, veh/h 235 283 991 1596 Approach Delay, s/veh 58.5 51.8 14.7 33.7 Approach LOS E D B C Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.0 73.2 13.0 22.7 9.6 74.7 7.6 28.1 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 13.0 55.0 9.0 23.0 7.0 61.0 7.0 * 26 Max Q Clear Time (g_c+I1), s 6.8 38.8 9.8 14.8 5.6 12.9 4.6 12.8 Green Ext Time (p_c), s 0.3 9.3 0.0 0.8 0.0 14.5 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 31.2 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 123 Timing Report, Sorted By Phase Long Total AM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 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) 17 61 13 29 11 67 11 31 Maximum Split (%) 14.2% 50.8% 10.8% 24.2% 9.2% 55.8% 9.2% 25.8% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 47474747 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) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 92 109 50 63 92 103 50 61 End Time (s) 109 50 63 92 103 50 61 92 Yield/Force Off (s) 105 44 59 86 99 44 57 86.5 Yield/Force Off 170(s) 105 27 59 73 99 27 57 74.5 Local Start Time (s) 48 65 6 19 48 59 6 17 Local Yield (s) 61 0 15 42 55 0 13 42.5 Local Yield 170(s) 61 103 15 29 55 103 13 30.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 124 HCM 2010 Signalized Intersection Summary Long Total PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 210 275 250 235 265 250 260 1100 155 145 890 120 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.99 1.00 0.99 1.00 0.97 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 1937 1937 1937 1937 1937 1863 1937 1937 1937 1863 1863 1863 Adj Flow Rate, veh/h 221 289 77 247 279 99 274 1158 112 153 937 122 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 335 347 291 339 375 303 365 1791 796 293 1603 695 Arrive On Green 0.12 0.18 0.18 0.13 0.19 0.19 0.10 0.49 0.49 0.02 0.15 0.15 Sat Flow, veh/h 1845 1937 1625 1845 1937 1564 1845 3681 1637 1774 3539 1535 Grp Volume(v), veh/h 221 289 77 247 279 99 274 1158 112 153 937 122 Grp Sat Flow(s),veh/h/ln 1845 1937 1625 1845 1937 1564 1845 1840 1637 1774 1770 1535 Q Serve(g_s), s 11.5 17.3 4.9 12.7 16.3 6.5 8.9 28.3 4.5 5.3 29.6 8.3 Cycle Q Clear(g_c), s 11.5 17.3 4.9 12.7 16.3 6.5 8.9 28.3 4.5 5.3 29.6 8.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 335 347 291 339 375 303 365 1791 796 293 1603 695 V/C Ratio(X) 0.66 0.83 0.26 0.73 0.74 0.33 0.75 0.65 0.14 0.52 0.58 0.18 Avail Cap(c_a), veh/h 335 404 338 343 444 358 466 1791 796 332 1603 695 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.33 0.33 0.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.9 47.5 42.4 34.1 45.6 41.7 20.9 23.1 17.0 19.8 40.5 31.5 Incr Delay (d2), s/veh 4.7 12.3 0.5 7.6 5.6 0.6 5.0 1.8 0.4 1.4 1.6 0.6 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 6.3 10.4 2.2 7.1 9.3 2.9 5.0 14.8 2.1 2.7 14.9 3.7 LnGrp Delay(d),s/veh 39.6 59.8 42.9 41.7 51.2 42.3 26.0 24.9 17.3 21.2 42.1 32.0 LnGrp LOS D E DDDDCCBCDC Approach Vol, veh/h 587 625 1544 1212 Approach Delay, s/veh 50.0 46.0 24.5 38.4 Approach LOS DDCD Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.4 59.3 18.7 26.5 11.4 63.4 17.0 28.2 Change Period (Y+Rc), s 4.0 6.0 4.0 6.0 4.0 6.0 4.0 * 6 Max Green Setting (Gmax), s 18.0 43.0 15.0 24.0 10.0 51.0 13.0 * 27 Max Q Clear Time (g_c+I1), s 10.9 31.6 14.7 19.3 7.3 30.3 13.5 18.3 Green Ext Time (p_c), s 0.5 7.5 0.0 1.2 0.1 11.0 0.0 1.7 Intersection Summary HCM 2010 Ctrl Delay 35.9 HCM 2010 LOS D Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 125 Timing Report, Sorted By Phase Long Total PM 1: Lemay & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 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) 22 49 19 30 14 57 17 32 Maximum Split (%) 18.3% 40.8% 15.8% 25.0% 11.7% 47.5% 14.2% 26.7% Minimum Split (s) 11 30 11 29 11 30 11 24.5 Yellow Time (s) 3 3.5 3 3.5 3434 All-Red Time (s) 1 2.5 1 2.5 1 2 1 1.5 Minimum Initial (s) 47474747 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) 17 13 17 12 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 99 1 50 69 99 113 50 67 End Time (s) 1 50 69 99 113 50 67 99 Yield/Force Off (s) 117 44 65 93 109 44 63 93.5 Yield/Force Off 170(s) 117 27 65 80 109 27 63 81.5 Local Start Time (s) 55 77 6 25 55 69 6 23 Local Yield (s) 73 0 21 49 65 0 19 49.5 Local Yield 170(s) 73 103 21 36 65 103 19 37.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 85 Offset: 44 (37%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Lincoln 126 HCM 2010 TWSC Long Total AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 Intersection Int Delay, s/veh 31.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 10 25 35 45 10 10 55 635 75 15 1445 30 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 200 - - 200 - - 150 - 150 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 26 37 47 11 11 58 668 79 16 1521 32 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 2008 2337 761 1589 2337 334 1521 0 0 668 0 0 Stage 1 1553 1553 - 784 784 - - - - - - - Stage 2 455 784 - 805 1553 - - - - - - - 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 35 36 348 72 36 662 435 - - 918 - - Stage 1 118 173 - 352 402 - - - - - - - Stage 2 554 402 - 342 173 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 23 31 348 ~ 17 31 662 435 - - 918 - - Mov Cap-2 Maneuver 23 31 - ~ 17 31 - - - - - - - Stage 1 102 170 - 305 348 - - - - - - - Stage 2 458 348 - 254 170 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 211 $ 910.5 1 0.1 HCM LOS F F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 435 - - 23 66 17 59 918 - - HCM Lane V/C Ratio 0.133 - - 0.458 0.957 2.786 0.357 0.017 - - HCM Control Delay (s) 14.5 - - 256.6 203.$4 1272.2 96.6 9 - - HCM Lane LOS B - - FFFFA-- HCM 95th %tile Q(veh) 0.5 - - 1.4 4.7 6.5 1.3 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 127 Lanes and Geometrics Long Total AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 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) 200 150 200 150 150 150 150 150 Storage Lanes 1 0 1 0 1 1 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 1.00 1.00 0.95 1.00 Ped Bike Factor Frt 0.912 0.925 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1699 0 1770 1723 0 1770 3539 1583 1770 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1699 0 1770 1723 0 1770 3539 1583 1770 3539 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 128 HCM 2010 TWSC Long Total PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 Intersection Int Delay, s/veh 53.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 15 10 70 55 30 25 35 1405 95 20 1030 20 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 150 - - 150 - - 150 - 150 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 11 74 58 32 26 37 1479 100 21 1084 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1955 2679 542 2142 2679 739 1084 0 0 1479 0 0 Stage 1 1126 1126 - 1553 1553 - - - - - - - Stage 2 829 1553 - 589 1126 - - - - - - - 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 38 22 485 ~ 28 ~ 22 360 639 - - 451 - - Stage 1 218 278 - 118 173 - - - - - - - Stage 2 331 173 - 461 278 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver - 20 485 ~ 13 ~ 20 360 639 - - 451 - - Mov Cap-2 Maneuver - 20 - ~ 13 ~ 20 - - - - - - - Stage 1 205 265 - 111 163 - - - - - - - Stage 2 233 163 - 358 265 - - - - - - - Approach EB WB NB SB HCM Control Delay, s $ 1351.9 0.3 0.2 HCM LOS - F Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 639 - - - 124 13 35 451 - - HCM Lane V/C Ratio 0.058 - - - 0.679 4.453 1.654 0.047 - - HCM Control Delay (s) 11 - - - 80.$5 2135.4$ 568.4 13.4 - - HCM Lane LOS B - - - F F F B - - HCM 95th %tile Q(veh) 0.2 - - - 3.7 8.2 6.3 0.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 129 Lanes and Geometrics Long Total PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 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) 150 0 150 0 150 150 150 150 Storage Lanes 1 0 1 0 1 1 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 1.00 1.00 0.95 1.00 Ped Bike Factor Frt 0.869 0.933 0.850 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1619 0 1770 1738 0 1770 3539 1583 1770 3539 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1619 0 1770 1738 0 1770 3539 1583 1770 3539 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 590 866 540 1334 Travel Time (s) 13.4 19.7 12.3 30.3 Intersection Summary Area Type: Other 130 HCM 2010 Signalized Intersection Summary Long Total AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 25 35 45 10 10 55 635 75 15 1445 30 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 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 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 11 26 1 47 11 0 58 668 67 16 1521 28 Adj No. of Lanes 110110121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 227 146 6 214 152 0 381 2778 1243 685 2778 1243 Arrive On Green 0.08 0.08 0.08 0.08 0.08 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1398 1782 69 1378 1863 0 332 3539 1583 719 3539 1583 Grp Volume(v), veh/h 11 0 27 47 11 0 58 668 67 16 1521 28 Grp Sat Flow(s),veh/h/ln 1398 0 1851 1378 1863 0 332 1770 1583 719 1770 1583 Q Serve(g_s), s 0.4 0.0 0.8 2.0 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 0.8 2.8 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.04 1.00 0.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 227 0 151 214 152 0 381 2778 1243 685 2778 1243 V/C Ratio(X) 0.05 0.00 0.18 0.22 0.07 0.00 0.15 0.24 0.05 0.02 0.55 0.02 Avail Cap(c_a), veh/h 369 0 339 354 342 0 381 2778 1243 685 2778 1243 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.86 0.86 0.86 Uniform Delay (d), s/veh 25.8 0.0 25.7 27.0 25.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.6 0.5 0.2 0.0 0.8 0.2 0.1 0.1 0.7 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 0.2 0.0 0.4 0.8 0.2 0.0 0.1 0.1 0.0 0.0 0.3 0.0 LnGrp Delay(d),s/veh 25.9 0.0 26.2 27.5 25.6 0.0 0.8 0.2 0.1 0.1 0.7 0.0 LnGrp LOS C C C C AAAAAA Approach Vol, veh/h 38 58 793 1565 Approach Delay, s/veh 26.1 27.1 0.2 0.7 Approach LOS C C A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 51.1 8.9 51.1 8.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 10.0 40.0 10.0 Max Q Clear Time (g_c+I1), s 2.0 2.8 2.0 4.8 Green Ext Time (p_c), s 26.9 0.1 26.9 0.1 Intersection Summary HCM 2010 Ctrl Delay 1.5 HCM 2010 LOS A 131 Timing Report, Sorted By Phase Long Total AM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 45 15 45 15 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 15 15 15 15 Yellow Time (s) 3333 All-Red Time (s) 2222 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 15 0 15 0 End Time (s) 0 15 0 15 Yield/Force Off (s) 55 10 55 10 Yield/Force Off 170(s) 55 10 55 10 Local Start Time (s) 15 0 15 0 Local Yield (s) 55 10 55 10 Local Yield 170(s) 55 10 55 10 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Lemay & Buckingham/Duff 132 HCM 2010 Signalized Intersection Summary Long Total PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 15 10 70 55 30 25 35 1405 95 20 1030 20 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 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 1900 1863 1863 1900 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 16 11 5 58 32 2 37 1479 85 21 1084 18 Adj No. of Lanes 110110121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 220 109 50 234 156 10 516 2748 1229 374 2748 1229 Arrive On Green 0.09 0.09 0.09 0.09 0.09 0.09 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 1369 1214 552 1392 1735 108 510 3539 1583 328 3539 1583 Grp Volume(v), veh/h 16 0 16 58 0 34 37 1479 85 21 1084 18 Grp Sat Flow(s),veh/h/ln 1369 0 1765 1392 0 1844 510 1770 1583 328 1770 1583 Q Serve(g_s), s 0.7 0.0 0.5 2.4 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 1.7 0.0 0.5 2.9 0.0 1.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 1.00 0.31 1.00 0.06 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 220 0 159 234 0 166 516 2748 1229 374 2748 1229 V/C Ratio(X) 0.07 0.00 0.10 0.25 0.00 0.20 0.07 0.54 0.07 0.06 0.39 0.01 Avail Cap(c_a), veh/h 348 0 324 364 0 338 516 2748 1229 374 2748 1229 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 0.94 0.94 0.94 Uniform Delay (d), s/veh 26.1 0.0 25.1 26.4 0.0 25.3 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.1 0.0 0.3 0.5 0.0 0.6 0.3 0.8 0.1 0.3 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 0.3 0.0 0.3 1.0 0.0 0.5 0.0 0.3 0.0 0.0 0.2 0.0 LnGrp Delay(d),s/veh 26.2 0.0 25.3 26.9 0.0 25.9 0.3 0.8 0.1 0.3 0.4 0.0 LnGrp LOS C C C C AAAAAA Approach Vol, veh/h 32 92 1601 1123 Approach Delay, s/veh 25.8 26.6 0.7 0.4 Approach LOS C C A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.6 9.4 50.6 9.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 40.0 10.0 40.0 10.0 Max Q Clear Time (g_c+I1), s 2.0 3.7 2.0 4.9 Green Ext Time (p_c), s 30.1 0.2 30.1 0.2 Intersection Summary HCM 2010 Ctrl Delay 1.7 HCM 2010 LOS A 133 Timing Report, Sorted By Phase Long Total PM 3: Lemay & Buckingham/Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 45 15 45 15 Maximum Split (%) 75.0% 25.0% 75.0% 25.0% Minimum Split (s) 15 15 15 15 Yellow Time (s) 3333 All-Red Time (s) 2222 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 15 0 15 0 End Time (s) 0 15 0 15 Yield/Force Off (s) 55 10 55 10 Yield/Force Off 170(s) 55 10 55 10 Local Start Time (s) 15 0 15 0 Local Yield (s) 55 10 55 10 Local Yield 170(s) 55 10 55 10 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 3: Lemay & Buckingham/Duff 134 HCM 2010 TWSC Long Total AM 2: Lemay & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 5 760 15 0 0 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 - 250 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 800 16 0 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 800 400 0 0 800 0 Stage 1 800 - - - - - Stage 2 0 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 322 600 - - 819 - Stage 1 403 - - - - - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 322 600 - - 819 - Mov Cap-2 Maneuver 322 - - - - - Stage 1 403 - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 11.1 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 600 819 - HCM Lane V/C Ratio - - 0.009 - - HCM Control Delay (s) - - 11.1 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0 0 - 135 Lanes and Geometrics Long Total AM 2: Lemay & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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 0 250 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.865 0.850 Flt Protected Satd. Flow (prot) 0 1611 3539 1583 0 3539 Flt Permitted Satd. Flow (perm) 0 1611 3539 1583 0 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 581 772 540 Travel Time (s) 13.2 17.5 12.3 Intersection Summary Area Type: Other 136 HCM 2010 TWSC Long Total PM 2: Lemay & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 4 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 5 1535 85 0 0 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 - 250 - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 1616 89 0 0 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1616 808 0 0 1616 0 Stage 1 1616 - - - - - Stage 2 0 - - - - - Critical Hdwy 6.84 6.94 - - 4.14 - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 - - 2.22 - Pot Cap-1 Maneuver 94 324 - - 399 - Stage 1 148 - - - - - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 94 324 - - 399 - Mov Cap-2 Maneuver 94 - - - - - Stage 1 148 - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 16.3 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 324 399 - HCM Lane V/C Ratio - - 0.016 - - HCM Control Delay (s) - - 16.3 0 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0 0 - 137 Lanes and Geometrics Long Total PM 2: Lemay & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 3 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 0 250 0 Storage Lanes 0 1 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95 Ped Bike Factor Frt 0.865 0.850 Flt Protected Satd. Flow (prot) 0 1611 3539 1583 0 3539 Flt Permitted Satd. Flow (perm) 0 1611 3539 1583 0 3539 Link Speed (mph) 30 30 30 Link Distance (ft) 581 772 540 Travel Time (s) 13.2 17.5 12.3 Intersection Summary Area Type: Other 138 HCM 2010 Signalized Intersection Summary Long Total AM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 245 50 160 270 30 115 400 30 25 895 30 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.97 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 1882 1863 1863 1882 1788 1863 1937 1863 1863 1937 1863 Adj Flow Rate, veh/h 11 258 53 168 284 32 121 421 32 26 942 32 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 252252222222 Cap, veh/h 241 357 296 299 507 403 362 2013 845 565 1911 801 Arrive On Green 0.02 0.19 0.19 0.10 0.27 0.27 0.06 0.55 0.55 0.03 0.52 0.52 Sat Flow, veh/h 1774 1882 1561 1774 1882 1497 1774 3681 1546 1774 3681 1543 Grp Volume(v), veh/h 11 258 53 168 284 32 121 421 32 26 942 32 Grp Sat Flow(s),veh/h/ln 1774 1882 1561 1774 1882 1497 1774 1840 1546 1774 1840 1543 Q Serve(g_s), s 0.6 15.4 3.4 8.7 15.6 1.9 3.6 7.0 1.1 0.8 19.8 1.2 Cycle Q Clear(g_c), s 0.6 15.4 3.4 8.7 15.6 1.9 3.6 7.0 1.1 0.8 19.8 1.2 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 241 357 296 299 507 403 362 2013 845 565 1911 801 V/C Ratio(X) 0.05 0.72 0.18 0.56 0.56 0.08 0.33 0.21 0.04 0.05 0.49 0.04 Avail Cap(c_a), veh/h 311 463 384 332 572 455 426 2013 845 619 1911 801 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 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.0 45.6 40.8 33.5 37.7 32.7 13.4 13.9 12.6 12.6 18.7 14.2 Incr Delay (d2), s/veh 0.1 9.9 1.0 1.7 3.5 0.3 0.5 0.2 0.1 0.0 0.9 0.1 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 0.3 9.0 1.6 4.4 8.6 0.8 1.8 3.6 0.5 0.4 10.3 0.5 LnGrp Delay(d),s/veh 38.1 55.5 41.8 35.3 41.2 33.0 14.0 14.1 12.7 12.6 19.6 14.3 LnGrp LOS D E DDDCBBBBBB Approach Vol, veh/h 322 484 574 1000 Approach Delay, s/veh 52.6 38.6 14.0 19.2 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 10.6 66.3 15.8 27.3 7.3 69.6 6.2 36.8 Change Period (Y+Rc), s 5.0 * 5 5.0 5.5 5.0 5.0 5.0 5.5 Max Green Setting (Gmax), s 10.0 * 49 13.0 28.5 6.0 52.0 6.0 35.5 Max Q Clear Time (g_c+I1), s 5.6 21.8 10.7 17.4 2.8 9.0 2.6 17.6 Green Ext Time (p_c), s 0.1 17.7 0.1 4.3 0.0 23.9 0.0 5.8 Intersection Summary HCM 2010 Ctrl Delay 26.4 HCM 2010 LOS C Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 139 Timing Report, Sorted By Phase Long Total AM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 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) 15 53 18 34 11 57 11 41 Maximum Split (%) 12.5% 44.2% 15.0% 28.3% 9.2% 47.5% 9.2% 34.2% Minimum Split (s) 11 21.5 11 22.5 11 22 11 22.5 Yellow Time (s) 3 3.5 3 4 3 3.5 3 4.5 All-Red Time (s) 2 1 2 1.5 2 1.5 2 1 Minimum Initial (s) 47474747 Vehicle Extension (s) 36363636 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 52 67 0 18 52 63 0 11 End Time (s) 67 0 18 52 63 0 11 52 Yield/Force Off (s) 62 115.5 13 46.5 58 115 6 46.5 Yield/Force Off 170(s) 62 105.5 13 36.5 58 105 6 36.5 Local Start Time (s) 52 67 0 18 52 63 0 11 Local Yield (s) 62 115.5 13 46.5 58 115 6 46.5 Local Yield 170(s) 62 105.5 13 36.5 58 105 6 36.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 140 HCM 2010 Signalized Intersection Summary Long Total PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 375 70 75 270 30 90 890 150 25 675 15 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.99 1.00 0.98 1.00 0.98 1.00 0.97 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 1882 1863 1863 1882 1788 1863 1937 1863 1863 1937 1863 Adj Flow Rate, veh/h 32 395 74 79 284 32 95 937 158 26 711 16 Adj No. of Lanes 111111121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 252252222222 Cap, veh/h 290 508 422 224 551 438 414 1885 791 360 1805 756 Arrive On Green 0.03 0.27 0.27 0.05 0.29 0.29 0.10 1.00 1.00 0.03 0.49 0.49 Sat Flow, veh/h 1774 1882 1562 1774 1882 1497 1774 3681 1545 1774 3681 1543 Grp Volume(v), veh/h 32 395 74 79 284 32 95 937 158 26 711 16 Grp Sat Flow(s),veh/h/ln 1774 1882 1562 1774 1882 1497 1774 1840 1545 1774 1840 1543 Q Serve(g_s), s 1.5 23.3 4.4 3.8 15.1 1.9 3.1 0.0 0.0 0.9 14.6 0.6 Cycle Q Clear(g_c), s 1.5 23.3 4.4 3.8 15.1 1.9 3.1 0.0 0.0 0.9 14.6 0.6 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 290 508 422 224 551 438 414 1885 791 360 1805 756 V/C Ratio(X) 0.11 0.78 0.18 0.35 0.52 0.07 0.23 0.50 0.20 0.07 0.39 0.02 Avail Cap(c_a), veh/h 340 619 514 233 619 493 430 1885 791 415 1805 756 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.87 0.87 0.87 1.00 1.00 1.00 Uniform Delay (d), s/veh 30.6 40.5 33.6 30.9 35.4 30.7 13.5 0.0 0.0 14.1 19.3 15.7 Incr Delay (d2), s/veh 0.2 9.6 0.7 0.9 2.7 0.3 0.2 0.8 0.5 0.1 0.6 0.1 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 0.8 13.4 2.0 1.9 8.2 0.8 1.5 0.2 0.1 0.4 7.6 0.3 LnGrp Delay(d),s/veh 30.7 50.0 34.3 31.9 38.1 30.9 13.8 0.8 0.5 14.2 20.0 15.8 LnGrp LOS CDCCDCBAABBB Approach Vol, veh/h 501 395 1190 753 Approach Delay, s/veh 46.5 36.2 1.8 19.7 Approach LOS D D A B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 9.9 62.9 10.3 36.9 7.3 65.4 7.6 39.6 Change Period (Y+Rc), s 5.0 * 5 5.0 5.5 5.0 5.0 5.0 5.5 Max Green Setting (Gmax), s 6.0 * 50 6.0 38.5 6.0 49.0 6.0 38.5 Max Q Clear Time (g_c+I1), s 5.1 16.6 5.8 25.3 2.9 2.0 3.5 17.1 Green Ext Time (p_c), s 0.0 25.1 0.0 6.1 0.0 32.8 0.0 8.1 Intersection Summary HCM 2010 Ctrl Delay 19.2 HCM 2010 LOS B Notes * HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier. 141 Timing Report, Sorted By Phase Long Total PM 4: Lemay & Vine City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 6 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 54 11 44 11 54 11 44 Maximum Split (%) 9.2% 45.0% 9.2% 36.7% 9.2% 45.0% 9.2% 36.7% Minimum Split (s) 11 21.5 11 22.5 11 22 11 22.5 Yellow Time (s) 3 3.5 3 4 3 3.5 3 4.5 All-Red Time (s) 2 1 2 1.5 2 1.5 2 1 Minimum Initial (s) 47474747 Vehicle Extension (s) 36363636 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 55 66 0 11 55 66 0 11 End Time (s) 66 0 11 55 66 0 11 55 Yield/Force Off (s) 61 115.5 6 49.5 61 115 6 49.5 Yield/Force Off 170(s) 61 105.5 6 39.5 61 105 6 39.5 Local Start Time (s) 55 66 0 11 55 66 0 11 Local Yield (s) 61 115.5 6 49.5 61 115 6 49.5 Local Yield 170(s) 61 105.5 6 39.5 61 105 6 39.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Lemay & Vine 142 HCM 2010 TWSC Long Total AM 5: Lincoln & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 10 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 0 365 5 0 55 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 384 5 0 58 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 389 0 - 0 387 387 Stage 1 - - - - 387 - Stage 2 - - - - 0 - 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 1170 - - - 616 661 Stage 1 - - - - 686 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 1170 - - - 616 661 Mov Cap-2 Maneuver - - - - 616 - Stage 1 - - - - 686 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 11 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1170 - - - 661 HCM Lane V/C Ratio ---- 0.088 HCM Control Delay (s) 0 - - - 11 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.3 143 Lanes and Geometrics Long Total AM 5: Lincoln & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 9 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 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.865 Flt Protected Satd. Flow (prot) 0 1863 1859 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1863 1859 0 0 1611 Link Speed (mph) 35 35 30 Link Distance (ft) 388 345 429 Travel Time (s) 7.6 6.7 9.8 Intersection Summary Area Type: Other 144 HCM 2010 TWSC Long Total PM 5: Lincoln & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 10 Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 0 0 690 10 0 55 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 726 11 0 58 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 737 0 - 0 732 732 Stage 1 - - - - 732 - Stage 2 - - - - 0 - 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 869 - - - 388 421 Stage 1 - - - - 476 - Stage 2 - - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 869 - - - 388 421 Mov Cap-2 Maneuver - - - - 388 - Stage 1 - - - - 476 - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 14.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 869 - - - 421 HCM Lane V/C Ratio ---- 0.138 HCM Control Delay (s) 0 - - - 14.9 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.5 145 Lanes and Geometrics Long Total PM 5: Lincoln & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 9 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 0 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.998 0.865 Flt Protected Satd. Flow (prot) 0 1863 1859 0 0 1611 Flt Permitted Satd. Flow (perm) 0 1863 1859 0 0 1611 Link Speed (mph) 35 35 30 Link Distance (ft) 388 345 429 Travel Time (s) 7.6 6.7 9.8 Intersection Summary Area Type: Other 146 HCM 2010 Roundabout Long Total AM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 10.0 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 553 342 26 300 Demand Flow Rate, veh/h 564 349 26 306 Vehicles Circulating, veh/h 112 375 655 204 Vehicles Exiting, veh/h 398 306 21 520 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 10.9 10.8 6.7 7.6 Approach LOS BBAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 564 349 26 306 Cap Entry Lane, veh/h 1010 777 587 921 Entry HV Adj Factor 0.981 0.981 0.996 0.980 Flow Entry, veh/h 553 342 26 300 Cap Entry, veh/h 991 762 585 903 V/C Ratio 0.558 0.449 0.044 0.332 Control Delay, s/veh 10.9 10.8 6.7 7.6 LOSBBAA 95th %tile Queue, veh 4201 147 HCM 2010 Roundabout Long Total PM 6: Buffalo Run/International & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 1 Intersection Intersection Delay, s/veh 16.0 Intersection LOS C Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 606 596 31 368 Demand Flow Rate, veh/h 619 607 31 375 Vehicles Circulating, veh/h 139 327 709 515 Vehicles Exiting, veh/h 751 413 49 419 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 0000 Ped Cap Adj 1.000 1.000 1.000 1.000 Approach Delay, s/veh 13.0 20.1 7.2 14.8 Approach LOS B C A B Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 619 607 31 375 Cap Entry Lane, veh/h 983 815 556 675 Entry HV Adj Factor 0.980 0.981 0.997 0.981 Flow Entry, veh/h 606 596 31 368 Cap Entry, veh/h 963 799 554 662 V/C Ratio 0.630 0.745 0.056 0.555 Control Delay, s/veh 13.0 20.1 7.2 14.8 LOS B C A B 95th %tile Queue, veh 5703 148 HCM 2010 TWSC Long Total AM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 14 Intersection Int Delay, s/veh 2.2 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 240 45 65 305 20 80 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 200 200 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 253 47 68 321 21 84 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 253 0 711 253 Stage 1 - - - - 253 - Stage 2 - - - - 458 - 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 - - 1312 - 400 786 Stage 1 - - - - 789 - Stage 2 - - - - 637 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1312 - 379 786 Mov Cap-2 Maneuver - - - - 379 - Stage 1 - - - - 789 - Stage 2 - - - - 604 - Approach EB WB NB HCM Control Delay, s 0 1.4 11.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 647 - - 1312 - HCM Lane V/C Ratio 0.163 - - 0.052 - HCM Control Delay (s) 11.6 - - 7.9 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.6 - - 0.2 - 149 Lanes and Geometrics Long Total AM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 13 Lane Group EBT EBR WBL WBT NBL NBR 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) 200 200 0 0 Storage Lanes 1 1 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 0.850 0.892 Flt Protected 0.950 0.990 Satd. Flow (prot) 1863 1583 1770 1863 1645 0 Flt Permitted 0.950 0.990 Satd. Flow (perm) 1863 1583 1770 1863 1645 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 150 HCM 2010 TWSC Long Total PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 14 Intersection Int Delay, s/veh 8.7 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 305 80 135 455 105 145 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 200 200 - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 321 84 142 479 111 153 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 321 0 1084 321 Stage 1 - - - - 321 - Stage 2 - - - - 763 - 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 - - 1239 - 240 720 Stage 1 - - - - 735 - Stage 2 - - - - 460 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1239 - 212 720 Mov Cap-2 Maneuver - - - - 212 - Stage 1 - - - - 735 - Stage 2 - - - - 407 - Approach EB WB NB HCM Control Delay, s 0 1.9 38.1 HCM LOS E Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 359 - - 1239 - HCM Lane V/C Ratio 0.733 - - 0.115 - HCM Control Delay (s) 38.1 - - 8.3 - HCM Lane LOS E - - A - HCM 95th %tile Q(veh) 5.6 - - 0.4 - 151 Lanes and Geometrics Long Total PM 7: 12th & Lincoln City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 13 Lane Group EBT EBR WBL WBT NBL NBR 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) 200 200 0 0 Storage Lanes 1 1 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 0.850 0.922 Flt Protected 0.950 0.979 Satd. Flow (prot) 1863 1583 1770 1863 1681 0 Flt Permitted 0.950 0.979 Satd. Flow (perm) 1863 1583 1770 1863 1681 0 Link Speed (mph) 35 35 30 Link Distance (ft) 785 763 404 Travel Time (s) 15.3 14.9 9.2 Intersection Summary Area Type: Other 152 HCM 2010 TWSC Long Total AM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 16 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 15 460 25 0 285 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 16 484 26 0 300 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 797 497 0 0 511 0 Stage 1 497 - - - - - Stage 2 300 - - - - - 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 356 573 - - 1054 - Stage 1 611 - - - - - Stage 2 752 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 356 573 - - 1054 - Mov Cap-2 Maneuver 356 - - - - - Stage 1 611 - - - - - Stage 2 752 - - - - - Approach WB NB SB HCM Control Delay, s 11.5 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 573 1054 - HCM Lane V/C Ratio - - 0.028 - - HCM Control Delay (s) - - 11.5 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0 - 153 Lanes and Geometrics Long Total AM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 15 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 0 100 Storage Lanes 0 1 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 0.865 0.993 Flt Protected Satd. Flow (prot) 0 1611 1850 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1850 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 725 617 505 Travel Time (s) 16.5 14.0 11.5 Intersection Summary Area Type: Other 154 HCM 2010 TWSC Long Total PM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 16 Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 0 25 355 35 0 350 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 26 374 37 0 368 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 760 392 0 0 411 0 Stage 1 392 - - - - - Stage 2 368 - - - - - 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 374 657 - - 1148 - Stage 1 683 - - - - - Stage 2 700 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 374 657 - - 1148 - Mov Cap-2 Maneuver 374 - - - - - Stage 1 683 - - - - - Stage 2 700 - - - - - Approach WB NB SB HCM Control Delay, s 10.7 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 657 1148 - HCM Lane V/C Ratio - - 0.04 - - HCM Control Delay (s) - - 10.7 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0 - 155 Lanes and Geometrics Long Total PM 8: International & Webster City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 15 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 0 100 Storage Lanes 0 1 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 0.865 0.988 Flt Protected Satd. Flow (prot) 0 1611 1840 0 0 1863 Flt Permitted Satd. Flow (perm) 0 1611 1840 0 0 1863 Link Speed (mph) 30 30 30 Link Distance (ft) 725 617 505 Travel Time (s) 16.5 14.0 11.5 Intersection Summary Area Type: Other 156 HCM 2010 TWSC Long Total AM 9: International & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 18 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 1 25 15 460 270 1 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 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 26 16 484 284 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 801 285 285 0 - 0 Stage 1 285 - - - - - Stage 2 516 - - - - - 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 354 754 1277 - - - Stage 1 763 - - - - - Stage 2 599 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 350 754 1277 - - - Mov Cap-2 Maneuver 350 - - - - - Stage 1 763 - - - - - Stage 2 591 - - - - - Approach EB NB SB HCM Control Delay, s 10.2 0.2 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1277 - 722 - - HCM Lane V/C Ratio 0.012 - 0.038 - - HCM Control Delay (s) 7.9 - 10.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0 - 0.1 - - 157 Lanes and Geometrics Long Total AM 9: International & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 17 Lane Group EBL EBR NBL NBT SBT 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 0 100 0 Storage Lanes 1 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 0.870 Flt Protected 0.998 0.950 Satd. Flow (prot) 1617 0 1770 1863 1863 0 Flt Permitted 0.998 0.950 Satd. Flow (perm) 1617 0 1770 1863 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 349 505 383 Travel Time (s) 7.9 11.5 8.7 Intersection Summary Area Type: Other 158 HCM 2010 TWSC Long Total PM 9: International & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 18 Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 1 25 65 315 320 1 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 - 100 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 26 68 332 337 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 805 337 338 0 - 0 Stage 1 337 - - - - - Stage 2 468 - - - - - 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 352 705 1221 - - - Stage 1 723 - - - - - Stage 2 630 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 332 705 1221 - - - Mov Cap-2 Maneuver 332 - - - - - Stage 1 723 - - - - - Stage 2 595 - - - - - Approach EB NB SB HCM Control Delay, s 10.6 1.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1221 - 676 - - HCM Lane V/C Ratio 0.056 - 0.04 - - HCM Control Delay (s) 8.1 - 10.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 0.1 - - 159 Lanes and Geometrics Long Total PM 9: International & Site Access City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 17 Lane Group EBL EBR NBL NBT SBT 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 0 100 0 Storage Lanes 1 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 0.870 Flt Protected 0.998 0.950 Satd. Flow (prot) 1617 0 1770 1863 1863 0 Flt Permitted 0.998 0.950 Satd. Flow (perm) 1617 0 1770 1863 1863 0 Link Speed (mph) 30 30 30 Link Distance (ft) 349 505 383 Travel Time (s) 7.9 11.5 8.7 Intersection Summary Area Type: Other 160 HCM 2010 TWSC Long Total AM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 20 Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 80 20 15 10 10 10 15 425 20 15 250 20 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 150 - - 150 - - 150 - - 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 84 21 16 11 11 11 16 447 21 16 263 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 795 795 263 802 784 458 263 0 0 468 0 0 Stage 1 295 295 - 489 489 - - - - - - - Stage 2 500 500 - 313 295 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 305 320 776 302 325 603 1301 - - 1094 - - Stage 1 713 669 - 561 549 - - - - - - - Stage 2 553 543 - 698 669 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 286 311 776 275 316 603 1301 - - 1094 - - Mov Cap-2 Maneuver 286 311 - 275 316 - - - - - - - Stage 1 704 659 - 554 542 - - - - - - - Stage 2 526 536 - 652 659 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 20.2 15.6 0.3 0.4 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1301 - - 286 418 275 415 1094 - - HCM Lane V/C Ratio 0.012 - - 0.294 0.088 0.038 0.051 0.014 - - HCM Control Delay (s) 7.8 - - 22.8 14.4 18.6 14.1 8.3 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0 - - 1.2 0.3 0.1 0.2 0 - - 161 Lanes and Geometrics Long Total AM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 19 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) 150 0 150 0 150 0 150 150 Storage Lanes 1 0 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.935 0.925 0.993 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1742 0 1770 1723 0 1770 1850 0 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1742 0 1770 1723 0 1770 1850 0 1770 1863 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 414 1093 383 1126 Travel Time (s) 9.4 24.8 8.7 25.6 Intersection Summary Area Type: Other 162 HCM 2010 TWSC Long Total PM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 20 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 90 10 15 35 20 20 35 275 10 5 285 50 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 150 - - 150 - - 150 - - 150 - 150 Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 95 11 16 37 21 21 37 289 11 5 300 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 700 685 300 692 679 295 300 0 0 300 0 0 Stage 1 311 311 - 368 368 - - - - - - - Stage 2 389 374 - 324 311 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - 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 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 354 371 740 358 374 744 1261 - - 1261 - - Stage 1 699 658 - 652 621 - - - - - - - Stage 2 635 618 - 688 658 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 320 359 740 334 362 744 1261 - - 1261 - - Mov Cap-2 Maneuver 320 359 - 334 362 - - - - - - - Stage 1 678 655 - 633 603 - - - - - - - Stage 2 578 600 - 660 655 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19 15 0.9 0.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1261 - - 320 519 334 487 1261 - - HCM Lane V/C Ratio 0.029 - - 0.296 0.051 0.11 0.086 0.004 - - HCM Control Delay (s) 7.9 - - 20.9 12.3 17.1 13.1 7.9 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 1.2 0.2 0.4 0.3 0 - - 163 Lanes and Geometrics Long Total PM 10: International & Duff City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 8 Light Report Page 19 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) 150 0 150 0 150 0 150 150 Storage Lanes 1 0 1 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 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.911 0.925 0.994 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1697 0 1770 1723 0 1770 1852 0 1770 1863 1583 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1697 0 1770 1723 0 1770 1852 0 1770 1863 1583 Link Speed (mph) 30 30 30 30 Link Distance (ft) 414 1093 383 1126 Travel Time (s) 9.4 24.8 8.7 25.6 Intersection Summary Area Type: Other 164 APPENDIX I 165 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Vine Drive Timberline Road Mulberry Road Lemay Avenue Lincoln Avenue Buckingham Street 12th Street Webster Avenue Duff Drive BURLINGTON NORTHER 166 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 Commercial to the west Commercial Minimum B C C C C 1 Actual A C B B C Proposed A C B B C Neighborhood and Commercial to the south Residential/ Commercial Minimum B C C C C 2 Actual A B B B B Proposed A B B B B Neighborhood to the north Residential Minimum B C C C C 3 Actual A C B C C Proposed A C B C C Industrial area to the east Industrial Minimum B C C C C 4 Actual A C A C C Proposed A C A C C Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 167 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Vine Drive Timberline Road Mulberry Road Lemay Avenue Lincoln Avenue Buckingham Street 12th Street Webster Avenue Duff Drive BURLINGTON NORTHER 168 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 Commercial to the 1 south Commercial C A A 2 3 4 169 EB PM 95 VPH WB AM 70 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB PM 110 VPH AM 2255 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2610 VPH EB AM 70 VPH EB PM 95 VPH WB AM 70 VPH 36