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HomeMy WebLinkAboutTHE STANDARD AT FORT COLLINS - PDP - PDP160035 - REPORTS - TRAFFIC STUDYAPPENDIX A 1 2 3 4 5 APPENDIX B 6 7 8 9 10 11 12 APPENDIX C 13 HCM 2010 Signalized Intersection Summary 83: Whitcomb & Prospect recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 61 994 13 11 391 184 7 2 25 37 0 23 Future Volume (veh/h) 61 994 13 11 391 184 7 2 25 37 0 23 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 0.97 1.00 0.98 0.97 1.00 0.97 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 1824 1863 1863 1824 1824 1937 1824 1824 1863 1863 Adj Flow Rate, veh/h 72 1169 14 13 460 184 8 2 0 44 0 0 Adj No. of Lanes 120120010011 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 683 2971 36 457 2039 808 172 37 0 194 0 147 Arrive On Green 1.00 1.00 1.00 0.83 0.83 0.83 0.09 0.09 0.00 0.09 0.00 0.00 Sat Flow, veh/h 782 3581 43 472 2458 974 1210 397 0 1379 0 1583 Grp Volume(v), veh/h 72 578 605 13 330 314 10 0 0 44 0 0 Grp Sat Flow(s),veh/h/ln 782 1770 1854 472 1770 1663 1608 0 0 1379 0 1583 Q Serve(g_s), s 0.5 0.0 0.0 0.5 4.3 4.4 0.0 0.0 0.0 2.7 0.0 0.0 Cycle Q Clear(g_c), s 4.9 0.0 0.0 0.5 4.3 4.4 0.5 0.0 0.0 3.2 0.0 0.0 Prop In Lane 1.00 0.02 1.00 0.59 0.80 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 683 1468 1538 457 1468 1379 209 0 0 194 0 147 V/C Ratio(X) 0.11 0.39 0.39 0.03 0.22 0.23 0.05 0.00 0.00 0.23 0.00 0.00 Avail Cap(c_a), veh/h 683 1468 1538 457 1468 1379 369 0 0 339 0 317 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.55 0.55 0.55 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 0.1 0.0 0.0 1.6 2.0 2.0 45.5 0.0 0.0 46.6 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.4 0.4 0.1 0.4 0.4 0.1 0.0 0.0 0.6 0.0 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 0.1 0.2 0.2 0.1 2.2 2.1 0.3 0.0 0.0 1.3 0.0 0.0 LnGrp Delay(d),s/veh 0.3 0.4 0.4 1.8 2.3 2.4 45.6 0.0 0.0 47.2 0.0 0.0 LnGrp LOS AAAAAAD D Approach Vol, veh/h 1255 657 10 44 Approach Delay, s/veh 0.4 2.3 45.6 47.2 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 14.2 95.8 14.2 95.8 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 21.0 78.5 21.0 78.5 Max Q Clear Time (g_c+I1), s 5.2 6.9 2.5 6.4 Green Ext Time (p_c), s 0.1 9.7 0.1 9.7 Intersection Summary HCM 2010 Ctrl Delay 2.3 HCM 2010 LOS A 14 Timing Report, Sorted By Phase 83: Whitcomb & Prospect recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 26 84 26 84 Maximum Split (%) 23.6% 76.4% 23.6% 76.4% Minimum Split (s) 23.5 24 23.5 24 Yellow Time (s) 3434 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 11 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 38 64 38 64 End Time (s) 64 38 64 38 Yield/Force Off (s) 59 32.5 59 32.5 Yield/Force Off 170(s) 48 22.5 48 22.5 Local Start Time (s) 0 26 0 26 Local Yield (s) 21 104.5 21 104.5 Local Yield 170(s) 10 94.5 10 94.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 38 (35%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 83: Whitcomb & Prospect 15 HCM 2010 Signalized Intersection Summary 93: Whitcomb & Prospect recent am split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 61 994 13 11 391 184 7 2 25 37 0 23 Future Volume (veh/h) 61 994 13 11 391 184 7 2 25 37 0 23 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 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 1824 1863 1863 1900 1900 1937 1824 1900 1863 1937 Adj Flow Rate, veh/h 65 1057 13 12 416 162 7 2 0 39 0 0 Adj No. of Lanes 120120010011 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 669 2764 34 421 1928 743 57 16 0 117 0 108 Arrive On Green 0.77 0.77 0.77 0.77 0.77 0.77 0.04 0.04 0.00 0.07 0.00 0.00 Sat Flow, veh/h 831 3579 44 525 2497 962 1450 414 0 1774 0 1647 Grp Volume(v), veh/h 65 523 547 12 294 284 9 0 0 39 0 0 Grp Sat Flow(s),veh/h/ln 831 1770 1854 525 1770 1689 1865 0 0 1774 0 1647 Q Serve(g_s), s 2.6 10.5 10.5 0.8 5.0 5.1 0.5 0.0 0.0 2.3 0.0 0.0 Cycle Q Clear(g_c), s 7.6 10.5 10.5 11.3 5.0 5.1 0.5 0.0 0.0 2.3 0.0 0.0 Prop In Lane 1.00 0.02 1.00 0.57 0.78 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 669 1367 1432 421 1367 1304 73 0 0 117 0 108 V/C Ratio(X) 0.10 0.38 0.38 0.03 0.21 0.22 0.12 0.00 0.00 0.33 0.00 0.00 Avail Cap(c_a), veh/h 669 1367 1432 421 1367 1304 364 0 0 347 0 322 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 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 4.5 4.0 4.0 5.9 3.4 3.4 51.0 0.0 0.0 49.1 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.8 0.8 0.1 0.4 0.4 0.7 0.0 0.0 1.7 0.0 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 0.6 5.4 5.6 0.1 2.5 2.4 0.3 0.0 0.0 1.2 0.0 0.0 LnGrp Delay(d),s/veh 4.8 4.9 4.8 6.0 3.8 3.8 51.8 0.0 0.0 50.8 0.0 0.0 LnGrp LOS AAAAAAD D Approach Vol, veh/h 1135 590 9 39 Approach Delay, s/veh 4.8 3.8 51.8 50.8 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 11.7 89.5 8.8 89.5 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 20.5 52.5 20.5 52.5 Max Q Clear Time (g_c+I1), s 4.3 12.5 2.5 13.3 Green Ext Time (p_c), s 0.1 7.8 0.0 7.8 Intersection Summary HCM 2010 Ctrl Delay 5.8 HCM 2010 LOS A Notes 16 Timing Report, Sorted By Phase 93: Whitcomb & Prospect recent am split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 26 58 26 58 Maximum Split (%) 23.6% 52.7% 23.6% 52.7% Minimum Split (s) 25.5 22.5 25.5 22.5 Yellow Time (s) 4434 All-Red Time (s) 1.5 1.5 2.5 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 13 10 13 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 5.5 57.5 31.5 57.5 End Time (s) 31.5 5.5 57.5 5.5 Yield/Force Off (s) 26 0 52 0 Yield/Force Off 170(s) 13 100 39 100 Local Start Time (s) 5.5 57.5 31.5 57.5 Local Yield (s) 26 0 52 0 Local Yield 170(s) 13 100 39 100 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 93: Whitcomb & Prospect 17 HCM 2010 Signalized Intersection Summary 83: Whitcomb & Prospect recent PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 747 6 45 1019 89 5 6 24 250 5 161 Future Volume (veh/h) 35 747 6 45 1019 89 5 6 24 250 5 161 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 0.97 1.00 0.97 1.00 0.98 1.00 0.99 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 1824 1863 1863 1824 1824 1937 1824 1824 1863 1863 Adj Flow Rate, veh/h 38 803 5 48 1096 91 5 6 6 269 5 89 Adj No. of Lanes 120120010011 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 269 2268 14 411 2077 172 39 47 25 228 3 471 Arrive On Green 0.63 0.63 0.63 0.63 0.63 0.63 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 470 3605 22 672 3301 274 0 156 85 562 10 1569 Grp Volume(v), veh/h 38 394 414 48 587 600 17 0 0 274 0 89 Grp Sat Flow(s),veh/h/ln 470 1770 1858 672 1770 1805 241 0 0 573 0 1569 Q Serve(g_s), s 5.9 12.8 12.8 4.4 22.1 22.1 0.0 0.0 0.0 0.0 0.0 5.1 Cycle Q Clear(g_c), s 28.0 12.8 12.8 17.2 22.1 22.1 36.0 0.0 0.0 36.0 0.0 5.1 Prop In Lane 1.00 0.01 1.00 0.15 0.29 0.35 0.98 1.00 Lane Grp Cap(c), veh/h 269 1113 1169 411 1113 1136 111 0 0 231 0 471 V/C Ratio(X) 0.14 0.35 0.35 0.12 0.53 0.53 0.15 0.00 0.00 1.19 0.00 0.19 Avail Cap(c_a), veh/h 269 1113 1169 411 1113 1136 111 0 0 231 0 471 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.1 10.6 10.6 14.7 12.3 12.4 33.7 0.0 0.0 46.6 0.0 31.2 Incr Delay (d2), s/veh 1.1 0.9 0.8 0.6 1.8 1.8 0.6 0.0 0.0 118.4 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 0.8 6.4 6.7 0.9 11.3 11.6 0.4 0.0 0.0 15.2 0.0 2.2 LnGrp Delay(d),s/veh 21.2 11.5 11.5 15.3 14.1 14.1 34.4 0.0 0.0 165.0 0.0 31.4 LnGrp LOS C BBBBBC F C Approach Vol, veh/h 846 1235 17 363 Approach Delay, s/veh 11.9 14.2 34.4 132.2 Approach LOS B B C F Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 40.0 80.0 40.0 80.0 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 35.0 74.5 35.0 74.5 Max Q Clear Time (g_c+I1), s 38.0 30.0 38.0 24.1 Green Ext Time (p_c), s 0.0 11.1 0.0 11.2 Intersection Summary HCM 2010 Ctrl Delay 30.9 HCM 2010 LOS C 18 Timing Report, Sorted By Phase 83: Whitcomb & Prospect recent PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 6 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 40 80 40 80 Maximum Split (%) 33.3% 66.7% 33.3% 66.7% Minimum Split (s) 23.5 24 23.5 24 Yellow Time (s) 3434 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 11 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 14 54 14 54 End Time (s) 54 14 54 14 Yield/Force Off (s) 49 8.5 49 8.5 Yield/Force Off 170(s) 38 118.5 38 118.5 Local Start Time (s) 0 40 0 40 Local Yield (s) 35 114.5 35 114.5 Local Yield 170(s) 24 104.5 24 104.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 14 (12%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 83: Whitcomb & Prospect 19 HCM 2010 Signalized Intersection Summary 93: Whitcomb & Prospect recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 747 5 45 1019 89 5 6 24 250 5 161 Future Volume (veh/h) 35 747 5 45 1019 89 5 6 24 250 5 161 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 1.00 1.00 1.00 1.00 0.99 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 1824 1863 1863 1900 1900 1937 1824 1900 1863 1937 Adj Flow Rate, veh/h 37 795 4 48 1084 84 5 6 0 266 5 14 Adj No. of Lanes 120120010011 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 304 2418 12 450 2229 173 35 42 0 309 6 289 Arrive On Green 0.67 0.67 0.67 0.67 0.67 0.67 0.04 0.04 0.00 0.18 0.18 0.18 Sat Flow, veh/h 479 3610 18 677 3328 258 861 1033 0 1743 33 1630 Grp Volume(v), veh/h 37 390 409 48 576 592 11 0 0 271 0 14 Grp Sat Flow(s),veh/h/ln 479 1770 1859 677 1770 1816 1894 0 0 1776 0 1630 Q Serve(g_s), s 4.9 11.2 11.2 3.9 19.1 19.2 0.7 0.0 0.0 17.8 0.0 0.9 Cycle Q Clear(g_c), s 24.1 11.2 11.2 15.1 19.1 19.2 0.7 0.0 0.0 17.8 0.0 0.9 Prop In Lane 1.00 0.01 1.00 0.14 0.45 0.00 0.98 1.00 Lane Grp Cap(c), veh/h 304 1185 1245 450 1185 1216 77 0 0 314 0 289 V/C Ratio(X) 0.12 0.33 0.33 0.11 0.49 0.49 0.14 0.00 0.00 0.86 0.00 0.05 Avail Cap(c_a), veh/h 304 1185 1245 450 1185 1216 339 0 0 392 0 360 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 15.6 8.4 8.4 11.6 9.7 9.7 55.5 0.0 0.0 48.0 0.0 41.0 Incr Delay (d2), s/veh 0.8 0.7 0.7 0.5 1.4 1.4 0.8 0.0 0.0 14.9 0.0 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 0.7 5.7 5.9 0.8 9.8 10.0 0.4 0.0 0.0 10.0 0.0 0.4 LnGrp Delay(d),s/veh 16.4 9.1 9.1 12.1 11.1 11.1 56.4 0.0 0.0 62.8 0.0 41.1 LnGrp LOS BAABBBE E D Approach Vol, veh/h 836 1216 11 285 Approach Delay, s/veh 9.4 11.2 56.4 61.8 Approach LOS ABEE Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 25.7 84.9 9.4 84.9 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 25.5 57.5 20.5 57.5 Max Q Clear Time (g_c+I1), s 19.8 26.1 2.7 21.2 Green Ext Time (p_c), s 0.5 10.0 0.0 10.4 Intersection Summary HCM 2010 Ctrl Delay 16.9 HCM 2010 LOS B Notes 20 Timing Report, Sorted By Phase 93: Whitcomb & Prospect recent pm City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 31 63 26 63 Maximum Split (%) 25.8% 52.5% 21.7% 52.5% Minimum Split (s) 25.5 22.5 25.5 22.5 Yellow Time (s) 4434 All-Red Time (s) 1.5 1.5 2.5 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 13 10 13 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 5.5 62.5 36.5 62.5 End Time (s) 36.5 5.5 62.5 5.5 Yield/Force Off (s) 31 0 57 0 Yield/Force Off 170(s) 18 110 44 110 Local Start Time (s) 5.5 62.5 36.5 62.5 Local Yield (s) 31 0 57 0 Local Yield 170(s) 18 110 44 110 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 93: Whitcomb & Prospect 21 HCM 2010 Signalized Intersection Summary 116: Shields & Lake recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 11 37 1104 154 123 744 Future Volume (veh/h) 11 37 1104 154 123 744 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 0.95 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 13 0 1299 173 145 875 Adj No. of Lanes 112012 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 37 33 2588 342 442 3191 Arrive On Green 0.02 0.00 1.00 1.00 0.09 1.00 Sat Flow, veh/h 1774 1583 3213 412 1774 3632 Grp Volume(v), veh/h 13 0 732 740 145 875 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1762 1774 1770 Q Serve(g_s), s 0.8 0.0 0.0 0.0 1.1 0.0 Cycle Q Clear(g_c), s 0.8 0.0 0.0 0.0 1.1 0.0 Prop In Lane 1.00 1.00 0.23 1.00 Lane Grp Cap(c), veh/h 37 33 1468 1462 442 3191 V/C Ratio(X) 0.35 0.00 0.50 0.51 0.33 0.27 Avail Cap(c_a), veh/h 331 295 1468 1462 572 3191 HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.66 0.66 0.83 0.83 Uniform Delay (d), s/veh 53.1 0.0 0.0 0.0 0.7 0.0 Incr Delay (d2), s/veh 5.5 0.0 0.8 0.8 0.4 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 0.3 0.3 0.5 0.1 LnGrp Delay(d),s/veh 58.6 0.0 0.8 0.8 1.0 0.2 LnGrp LOS E AAAA Approach Vol, veh/h 13 1472 1020 Approach Delay, s/veh 58.6 0.8 0.3 Approach LOS E A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 103.2 8.0 95.2 6.8 Change Period (Y+Rc), s 5.0 4.0 5.0 5.5 Max Green Setting (Gmax), s 80.0 12.0 64.0 19.5 Max Q Clear Time (g_c+I1), s 2.0 3.1 2.0 2.8 Green Ext Time (p_c), s 15.9 0.3 15.6 0.0 Intersection Summary HCM 2010 Ctrl Delay 0.9 HCM 2010 LOS A 22 Timing Report, Sorted By Phase 116: Shields & Lake recent am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 9 Phase Number 2568 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 85 16 69 25 Maximum Split (%) 77.3% 14.5% 62.7% 22.7% Minimum Split (s) 17 11 23.5 24.5 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 1 1.5 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 11 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 81 81 97 56 End Time (s) 56 97 56 81 Yield/Force Off (s) 51 93 51 75.5 Yield/Force Off 170(s) 51 93 40 63.5 Local Start Time (s) 25 25 41 0 Local Yield (s) 105 37 105 19.5 Local Yield 170(s) 105 37 94 7.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 56 (51%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 116: Shields & Lake 23 HCM 2010 Signalized Intersection Summary 116: Shields & Lake recent PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 116 157 1180 48 92 1344 Future Volume (veh/h) 116 157 1180 48 92 1344 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 0.97 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1824 1863 1863 Adj Flow Rate, veh/h 127 25 1297 51 101 1477 Adj No. of Lanes 112012 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222 Cap, veh/h 172 153 2658 104 441 2946 Arrive On Green 0.10 0.10 1.00 1.00 0.05 1.00 Sat Flow, veh/h 1774 1583 3560 136 1774 3632 Grp Volume(v), veh/h 127 25 661 687 101 1477 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1833 1774 1770 Q Serve(g_s), s 8.4 1.7 0.0 0.0 1.3 0.0 Cycle Q Clear(g_c), s 8.4 1.7 0.0 0.0 1.3 0.0 Prop In Lane 1.00 1.00 0.07 1.00 Lane Grp Cap(c), veh/h 172 153 1357 1405 441 2946 V/C Ratio(X) 0.74 0.16 0.49 0.49 0.23 0.50 Avail Cap(c_a), veh/h 347 310 1357 1405 487 2946 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.33 1.33 Upstream Filter(I) 1.00 1.00 0.44 0.44 0.36 0.36 Uniform Delay (d), s/veh 52.7 49.7 0.0 0.0 2.0 0.0 Incr Delay (d2), s/veh 6.1 0.5 0.6 0.5 0.1 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.4 0.8 0.2 0.2 0.6 0.1 LnGrp Delay(d),s/veh 58.8 50.2 0.6 0.5 2.1 0.2 LnGrp LOS E D AAAA Approach Vol, veh/h 152 1348 1578 Approach Delay, s/veh 57.4 0.5 0.3 Approach LOS E A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 103.9 7.9 96.0 16.1 Change Period (Y+Rc), s 5.0 4.0 5.0 5.5 Max Green Setting (Gmax), s 87.0 7.0 76.0 22.5 Max Q Clear Time (g_c+I1), s 2.0 3.3 2.0 10.4 Green Ext Time (p_c), s 24.4 0.1 23.8 0.3 Intersection Summary HCM 2010 Ctrl Delay 3.2 HCM 2010 LOS A 24 Timing Report, Sorted By Phase 116: Shields & Lake recent PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 8 Phase Number 2568 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 92 11 81 28 Maximum Split (%) 76.7% 9.2% 67.5% 23.3% Minimum Split (s) 17 11 23.5 24.5 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 1 1.5 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 11 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 33 44 5 End Time (s) 5 44 5 33 Yield/Force Off (s) 0 40 0 27.5 Yield/Force Off 170(s) 0 40 109 15.5 Local Start Time (s) 28 28 39 0 Local Yield (s) 115 35 115 22.5 Local Yield 170(s) 115 35 104 10.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 5 (4%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 116: Shields & Lake 25 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 26 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach leg Any Movement Signalized D1 E E2 Unsignalized Arterial / Arterial Collector / Collector E3 F4 Unsignalized Arterial / Collector Arterial / Local Collector / Local Local / Local D3 F4 Roundabout E 3,5 E54 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighted average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 27 APPENDIX D 28 HCM 2010 Signalized Intersection Summary 83: Whitcomb & Prospect short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 1055 13 11 417 201 7 2 25 62 0 28 Future Volume (veh/h) 65 1055 13 11 417 201 7 2 25 62 0 28 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 0.97 1.00 0.98 0.97 1.00 0.97 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 1863 1824 1863 1863 1824 1824 1937 1824 1824 1863 1863 Adj Flow Rate, veh/h 76 1241 14 13 491 175 8 2 0 73 0 1 Adj No. of Lanes 120120010011 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 665 2954 33 428 2099 743 128 26 0 213 0 150 Arrive On Green 1.00 1.00 1.00 0.82 0.82 0.82 0.10 0.10 0.00 0.10 0.00 0.10 Sat Flow, veh/h 766 3584 40 440 2546 901 698 264 0 1496 0 1530 Grp Volume(v), veh/h 76 613 642 13 340 326 10 0 0 73 0 1 Grp Sat Flow(s),veh/h/ln 766 1770 1854 440 1770 1678 962 0 0 1496 0 1530 Q Serve(g_s), s 0.6 0.0 0.0 0.6 4.6 4.7 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 5.3 0.0 0.0 0.6 4.6 4.7 4.6 0.0 0.0 4.6 0.0 0.1 Prop In Lane 1.00 0.02 1.00 0.54 0.80 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 665 1459 1529 428 1459 1383 153 0 0 213 0 150 V/C Ratio(X) 0.11 0.42 0.42 0.03 0.23 0.24 0.07 0.00 0.00 0.34 0.00 0.01 Avail Cap(c_a), veh/h 665 1459 1529 428 1459 1383 307 0 0 352 0 306 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.55 0.55 0.55 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.1 0.0 0.0 1.7 2.1 2.1 45.1 0.0 0.0 46.8 0.0 44.7 Incr Delay (d2), s/veh 0.2 0.5 0.5 0.1 0.4 0.4 0.2 0.0 0.0 1.0 0.0 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 0.2 0.2 0.1 2.3 2.2 0.3 0.0 0.0 2.1 0.0 0.0 LnGrp Delay(d),s/veh 0.3 0.5 0.5 1.9 2.5 2.5 45.3 0.0 0.0 47.7 0.0 44.8 LnGrp LOS AAAAAAD D D Approach Vol, veh/h 1331 679 10 74 Approach Delay, s/veh 0.5 2.5 45.3 47.7 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 14.8 95.2 14.8 95.2 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 21.0 78.5 21.0 78.5 Max Q Clear Time (g_c+I1), s 6.6 7.3 6.6 6.7 Green Ext Time (p_c), s 0.2 10.7 0.2 10.7 Intersection Summary HCM 2010 Ctrl Delay 3.0 HCM 2010 LOS A 29 Timing Report, Sorted By Phase 83: Whitcomb & Prospect short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 26 84 26 84 Maximum Split (%) 23.6% 76.4% 23.6% 76.4% Minimum Split (s) 23.5 24 23.5 24 Yellow Time (s) 3434 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 11 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 38 64 38 64 End Time (s) 64 38 64 38 Yield/Force Off (s) 59 32.5 59 32.5 Yield/Force Off 170(s) 48 22.5 48 22.5 Local Start Time (s) 0 26 0 26 Local Yield (s) 21 104.5 21 104.5 Local Yield 170(s) 10 94.5 10 94.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 38 (35%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 83: Whitcomb & Prospect 30 HCM 2010 Signalized Intersection Summary 93: Whitcomb & Prospect short background am split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 1055 13 11 417 201 7 2 25 62 0 28 Future Volume (veh/h) 65 1055 13 11 417 201 7 2 25 62 0 28 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 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 1863 1863 1824 1863 1863 1900 1900 1937 1824 1900 1863 1937 Adj Flow Rate, veh/h 69 1122 13 12 444 180 7 2 0 66 0 6 Adj No. of Lanes 120120010011 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 630 2727 32 387 1875 753 57 16 0 136 0 124 Arrive On Green 0.76 0.76 0.76 0.76 0.76 0.76 0.04 0.04 0.00 0.08 0.00 0.08 Sat Flow, veh/h 797 3582 42 494 2463 990 1450 414 0 1774 0 1608 Grp Volume(v), veh/h 69 554 581 12 318 306 9 0 0 66 0 6 Grp Sat Flow(s),veh/h/ln 797 1770 1854 494 1770 1683 1865 0 0 1774 0 1608 Q Serve(g_s), s 3.0 12.0 12.0 1.0 5.8 5.8 0.5 0.0 0.0 3.9 0.0 0.4 Cycle Q Clear(g_c), s 8.9 12.0 12.0 12.9 5.8 5.8 0.5 0.0 0.0 3.9 0.0 0.4 Prop In Lane 1.00 0.02 1.00 0.59 0.78 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 630 1347 1411 387 1347 1281 73 0 0 136 0 124 V/C Ratio(X) 0.11 0.41 0.41 0.03 0.24 0.24 0.12 0.00 0.00 0.48 0.00 0.05 Avail Cap(c_a), veh/h 630 1347 1411 387 1347 1281 364 0 0 347 0 314 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 5.1 4.6 4.6 6.8 3.8 3.8 51.0 0.0 0.0 48.7 0.0 47.0 Incr Delay (d2), s/veh 0.4 0.9 0.9 0.1 0.4 0.4 0.7 0.0 0.0 2.6 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 0.7 6.0 6.3 0.1 2.9 2.8 0.3 0.0 0.0 2.0 0.0 0.2 LnGrp Delay(d),s/veh 5.5 5.5 5.5 7.0 4.2 4.3 51.8 0.0 0.0 51.3 0.0 47.2 LnGrp LOS AAAAAAD D D Approach Vol, veh/h 1204 636 9 72 Approach Delay, s/veh 5.5 4.3 51.8 51.0 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 13.0 88.2 8.8 88.2 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 20.5 52.5 20.5 52.5 Max Q Clear Time (g_c+I1), s 5.9 14.0 2.5 14.9 Green Ext Time (p_c), s 0.1 8.7 0.0 8.7 Intersection Summary HCM 2010 Ctrl Delay 7.0 HCM 2010 LOS A Notes 31 Timing Report, Sorted By Phase 93: Whitcomb & Prospect short background am split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 26 58 26 58 Maximum Split (%) 23.6% 52.7% 23.6% 52.7% Minimum Split (s) 25.5 22.5 25.5 22.5 Yellow Time (s) 4434 All-Red Time (s) 1.5 1.5 2.5 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 13 10 13 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 5.5 57.5 31.5 57.5 End Time (s) 31.5 5.5 57.5 5.5 Yield/Force Off (s) 26 0 52 0 Yield/Force Off 170(s) 13 100 39 100 Local Start Time (s) 5.5 57.5 31.5 57.5 Local Yield (s) 26 0 52 0 Local Yield 170(s) 13 100 39 100 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 93: Whitcomb & Prospect 32 HCM 2010 Signalized Intersection Summary 83: Whitcomb & Prospect Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 37 793 5 45 1096 133 5 6 24 287 5 179 Future Volume (veh/h) 37 793 5 45 1096 133 5 6 24 287 5 179 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 0.97 1.00 0.97 1.00 0.98 1.00 0.99 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 1824 1863 1863 1824 1824 1937 1824 1824 1863 1863 Adj Flow Rate, veh/h 40 853 4 48 1178 126 5 6 7 309 5 126 Adj No. of Lanes 120120010011 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 234 2272 11 390 2024 216 38 47 30 220 3 471 Arrive On Green 0.63 0.63 0.63 0.63 0.63 0.63 0.30 0.30 0.30 0.30 0.30 0.30 Sat Flow, veh/h 420 3612 17 642 3217 343 0 158 101 536 9 1569 Grp Volume(v), veh/h 40 418 439 48 647 657 18 0 0 314 0 126 Grp Sat Flow(s),veh/h/ln 420 1770 1859 642 1770 1791 259 0 0 544 0 1569 Q Serve(g_s), s 7.4 13.8 13.8 4.7 25.6 25.8 0.0 0.0 0.0 0.0 0.0 7.3 Cycle Q Clear(g_c), s 33.2 13.8 13.8 18.5 25.6 25.8 36.0 0.0 0.0 36.0 0.0 7.3 Prop In Lane 1.00 0.01 1.00 0.19 0.28 0.39 0.98 1.00 Lane Grp Cap(c), veh/h 234 1113 1170 390 1113 1127 116 0 0 223 0 471 V/C Ratio(X) 0.17 0.38 0.38 0.12 0.58 0.58 0.16 0.00 0.00 1.41 0.00 0.27 Avail Cap(c_a), veh/h 234 1113 1170 390 1113 1127 116 0 0 223 0 471 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.8 10.8 10.8 15.3 13.0 13.0 33.7 0.0 0.0 46.8 0.0 32.0 Incr Delay (d2), s/veh 1.6 1.0 0.9 0.6 2.2 2.2 0.6 0.0 0.0 208.7 0.0 0.3 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 1.0 6.9 7.3 0.9 13.1 13.3 0.4 0.0 0.0 20.3 0.0 3.2 LnGrp Delay(d),s/veh 24.3 11.8 11.7 15.9 15.2 15.2 34.3 0.0 0.0 255.5 0.0 32.3 LnGrp LOS C BBBBBC F C Approach Vol, veh/h 897 1352 18 440 Approach Delay, s/veh 12.3 15.3 34.3 191.5 Approach LOS B B C F Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 40.0 80.0 40.0 80.0 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 35.0 74.5 35.0 74.5 Max Q Clear Time (g_c+I1), s 38.0 35.2 38.0 27.8 Green Ext Time (p_c), s 0.0 12.6 0.0 13.1 Intersection Summary HCM 2010 Ctrl Delay 43.1 HCM 2010 LOS D 33 Timing Report, Sorted By Phase 83: Whitcomb & Prospect Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 6 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 40 80 40 80 Maximum Split (%) 33.3% 66.7% 33.3% 66.7% Minimum Split (s) 23.5 24 23.5 24 Yellow Time (s) 3434 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 11 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 14 54 14 54 End Time (s) 54 14 54 14 Yield/Force Off (s) 49 8.5 49 8.5 Yield/Force Off 170(s) 38 118.5 38 118.5 Local Start Time (s) 0 40 0 40 Local Yield (s) 35 114.5 35 114.5 Local Yield 170(s) 24 104.5 24 104.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 14 (12%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 83: Whitcomb & Prospect 34 HCM 2010 Signalized Intersection Summary 93: Whitcomb & Prospect short background pm split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 37 793 5 45 1096 133 5 6 24 287 5 179 Future Volume (veh/h) 37 793 5 45 1096 133 5 6 24 287 5 179 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 0.97 1.00 1.00 1.00 1.00 1.00 0.99 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 1824 1863 1863 1900 1900 1937 1824 1900 1863 1937 Adj Flow Rate, veh/h 39 844 4 48 1166 130 5 6 0 305 5 33 Adj No. of Lanes 120120010011 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 250 2344 11 411 2084 232 35 42 0 346 6 323 Arrive On Green 0.65 0.65 0.65 0.65 0.65 0.65 0.04 0.04 0.00 0.20 0.20 0.20 Sat Flow, veh/h 424 3612 17 647 3210 357 861 1033 0 1747 29 1632 Grp Volume(v), veh/h 39 414 434 48 642 654 11 0 0 310 0 33 Grp Sat Flow(s),veh/h/ln 424 1770 1859 647 1770 1798 1894 0 0 1775 0 1632 Q Serve(g_s), s 6.7 12.8 12.8 4.4 24.0 24.1 0.7 0.0 0.0 20.4 0.0 2.0 Cycle Q Clear(g_c), s 30.8 12.8 12.8 17.2 24.0 24.1 0.7 0.0 0.0 20.4 0.0 2.0 Prop In Lane 1.00 0.01 1.00 0.20 0.45 0.00 0.98 1.00 Lane Grp Cap(c), veh/h 250 1149 1207 411 1149 1167 77 0 0 351 0 323 V/C Ratio(X) 0.16 0.36 0.36 0.12 0.56 0.56 0.14 0.00 0.00 0.88 0.00 0.10 Avail Cap(c_a), veh/h 250 1149 1207 411 1149 1167 339 0 0 392 0 360 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 20.1 9.6 9.6 13.6 11.6 11.6 55.5 0.0 0.0 46.8 0.0 39.4 Incr Delay (d2), s/veh 1.3 0.9 0.8 0.6 2.0 2.0 0.8 0.0 0.0 19.0 0.0 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 0.9 6.5 6.8 0.9 12.2 12.4 0.4 0.0 0.0 11.8 0.0 0.9 LnGrp Delay(d),s/veh 21.4 10.5 10.5 14.2 13.6 13.6 56.4 0.0 0.0 65.8 0.0 39.5 LnGrp LOS C BBBBBE E D Approach Vol, veh/h 887 1344 11 343 Approach Delay, s/veh 11.0 13.6 56.4 63.3 Approach LOS BBEE Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 28.2 82.4 9.4 82.4 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 25.5 57.5 20.5 57.5 Max Q Clear Time (g_c+I1), s 22.4 32.8 2.7 26.1 Green Ext Time (p_c), s 0.4 10.7 0.0 11.7 Intersection Summary HCM 2010 Ctrl Delay 19.5 HCM 2010 LOS B Notes 35 Timing Report, Sorted By Phase 93: Whitcomb & Prospect short background pm split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 31 63 26 63 Maximum Split (%) 25.8% 52.5% 21.7% 52.5% Minimum Split (s) 25.5 22.5 25.5 22.5 Yellow Time (s) 4434 All-Red Time (s) 1.5 1.5 2.5 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 13 10 13 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 5.5 62.5 36.5 62.5 End Time (s) 36.5 5.5 62.5 5.5 Yield/Force Off (s) 31 0 57 0 Yield/Force Off 170(s) 18 110 44 110 Local Start Time (s) 5.5 62.5 36.5 62.5 Local Yield (s) 31 0 57 0 Local Yield 170(s) 18 110 44 110 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 93: Whitcomb & Prospect 36 HCM 2010 Signalized Intersection Summary 116: Shields & Lake short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 18 47 1175 164 134 790 Future Volume (veh/h) 18 47 1175 164 134 790 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 0.95 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 21 0 1382 184 158 929 Adj No. of Lanes 112012 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 47 42 2572 339 415 3173 Arrive On Green 0.03 0.00 1.00 1.00 0.09 1.00 Sat Flow, veh/h 1774 1583 3214 411 1774 3632 Grp Volume(v), veh/h 21 0 777 789 158 929 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1763 1774 1770 Q Serve(g_s), s 1.3 0.0 0.0 0.0 1.3 0.0 Cycle Q Clear(g_c), s 1.3 0.0 0.0 0.0 1.3 0.0 Prop In Lane 1.00 1.00 0.23 1.00 Lane Grp Cap(c), veh/h 47 42 1458 1452 415 3173 V/C Ratio(X) 0.45 0.00 0.53 0.54 0.38 0.29 Avail Cap(c_a), veh/h 331 295 1458 1452 544 3173 HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.66 0.66 0.83 0.83 Uniform Delay (d), s/veh 52.8 0.0 0.0 0.0 0.8 0.0 Incr Delay (d2), s/veh 6.6 0.0 0.9 1.0 0.5 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 0.0 0.4 0.4 0.6 0.1 LnGrp Delay(d),s/veh 59.4 0.0 0.9 1.0 1.2 0.2 LnGrp LOS E AAAA Approach Vol, veh/h 21 1566 1087 Approach Delay, s/veh 59.4 0.9 0.3 Approach LOS E A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 102.6 8.0 94.6 7.4 Change Period (Y+Rc), s 5.0 4.0 5.0 5.5 Max Green Setting (Gmax), s 80.0 12.0 64.0 19.5 Max Q Clear Time (g_c+I1), s 2.0 3.3 2.0 3.3 Green Ext Time (p_c), s 18.4 0.3 17.9 0.0 Intersection Summary HCM 2010 Ctrl Delay 1.2 HCM 2010 LOS A 37 Timing Report, Sorted By Phase 116: Shields & Lake short background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 9 Phase Number 2568 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 85 16 69 25 Maximum Split (%) 77.3% 14.5% 62.7% 22.7% Minimum Split (s) 17 11 23.5 24.5 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 1 1.5 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 11 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 81 81 97 56 End Time (s) 56 97 56 81 Yield/Force Off (s) 51 93 51 75.5 Yield/Force Off 170(s) 51 93 40 63.5 Local Start Time (s) 25 25 41 0 Local Yield (s) 105 37 105 19.5 Local Yield 170(s) 105 37 94 7.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 56 (51%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 116: Shields & Lake 38 HCM 2010 Signalized Intersection Summary 116: Shields & Lake Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 129 175 1256 66 118 1427 Future Volume (veh/h) 129 175 1256 66 118 1427 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1824 1863 1863 Adj Flow Rate, veh/h 142 58 1380 65 130 1568 Adj No. of Lanes 112012 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222 Cap, veh/h 189 169 2599 122 411 2912 Arrive On Green 0.11 0.11 1.00 1.00 0.05 1.00 Sat Flow, veh/h 1774 1583 3529 161 1774 3632 Grp Volume(v), veh/h 142 58 709 736 130 1568 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1827 1774 1770 Q Serve(g_s), s 9.3 4.1 0.0 0.0 1.8 0.0 Cycle Q Clear(g_c), s 9.3 4.1 0.0 0.0 1.8 0.0 Prop In Lane 1.00 1.00 0.09 1.00 Lane Grp Cap(c), veh/h 189 169 1339 1382 411 2912 V/C Ratio(X) 0.75 0.34 0.53 0.53 0.32 0.54 Avail Cap(c_a), veh/h 347 310 1339 1382 456 2912 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.33 1.33 Upstream Filter(I) 1.00 1.00 0.44 0.44 0.36 0.36 Uniform Delay (d), s/veh 52.1 49.7 0.0 0.0 2.2 0.0 Incr Delay (d2), s/veh 5.9 1.2 0.7 0.7 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.9 1.8 0.2 0.3 0.8 0.1 LnGrp Delay(d),s/veh 58.0 50.9 0.7 0.7 2.4 0.3 LnGrp LOS E D AAAA Approach Vol, veh/h 200 1445 1698 Approach Delay, s/veh 55.9 0.7 0.4 Approach LOS E A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 102.7 7.9 94.8 17.3 Change Period (Y+Rc), s 5.0 4.0 5.0 5.5 Max Green Setting (Gmax), s 87.0 7.0 76.0 22.5 Max Q Clear Time (g_c+I1), s 2.0 3.8 2.0 11.3 Green Ext Time (p_c), s 28.8 0.1 27.8 0.5 Intersection Summary HCM 2010 Ctrl Delay 3.8 HCM 2010 LOS A 39 Timing Report, Sorted By Phase 116: Shields & Lake Short Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 8 Phase Number 2568 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 92 11 81 28 Maximum Split (%) 76.7% 9.2% 67.5% 23.3% Minimum Split (s) 17 11 23.5 24.5 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 1 1.5 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 11 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 33 44 5 End Time (s) 5 44 5 33 Yield/Force Off (s) 0 40 0 27.5 Yield/Force Off 170(s) 0 40 109 15.5 Local Start Time (s) 28 28 39 0 Local Yield (s) 115 35 115 22.5 Local Yield 170(s) 115 35 104 10.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 5 (4%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 116: Shields & Lake 40 APPENDIX E 41 HCM 2010 Signalized Intersection Summary 83: Whitcomb & Prospect long background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 75 1215 15 15 485 230 10 5 25 65 5 30 Future Volume (veh/h) 75 1215 15 15 485 230 10 5 25 65 5 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 0.97 1.00 0.98 0.97 0.93 0.97 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 1863 1824 1863 1863 1824 1824 1937 1824 1824 1863 1863 Adj Flow Rate, veh/h 79 1279 15 16 511 185 11 5 1 68 5 1 Adj No. of Lanes 120120010011 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 646 2950 35 415 2087 751 111 44 6 199 12 151 Arrive On Green 1.00 1.00 1.00 0.82 0.82 0.82 0.10 0.10 0.10 0.10 0.10 0.10 Sat Flow, veh/h 745 3582 42 424 2533 912 574 440 63 1369 126 1531 Grp Volume(v), veh/h 79 632 662 16 356 340 17 0 0 73 0 1 Grp Sat Flow(s),veh/h/ln 745 1770 1854 424 1770 1675 1078 0 0 1495 0 1531 Q Serve(g_s), s 0.7 0.0 0.0 0.8 4.9 4.9 0.0 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 5.7 0.0 0.0 0.8 4.9 4.9 4.7 0.0 0.0 4.7 0.0 0.1 Prop In Lane 1.00 0.02 1.00 0.54 0.65 0.06 0.93 1.00 Lane Grp Cap(c), veh/h 646 1458 1527 415 1458 1380 161 0 0 211 0 151 V/C Ratio(X) 0.12 0.43 0.43 0.04 0.24 0.25 0.11 0.00 0.00 0.35 0.00 0.01 Avail Cap(c_a), veh/h 646 1458 1527 415 1458 1380 317 0 0 352 0 306 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.66 0.66 0.66 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.2 0.0 0.0 1.8 2.1 2.1 45.1 0.0 0.0 46.7 0.0 44.7 Incr Delay (d2), s/veh 0.3 0.6 0.6 0.2 0.4 0.4 0.3 0.0 0.0 1.0 0.0 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 0.3 0.3 0.1 2.5 2.4 0.5 0.0 0.0 2.1 0.0 0.0 LnGrp Delay(d),s/veh 0.4 0.6 0.6 1.9 2.5 2.6 45.4 0.0 0.0 47.7 0.0 44.7 LnGrp LOS AAAAAAD D D Approach Vol, veh/h 1373 712 17 74 Approach Delay, s/veh 0.6 2.5 45.4 47.7 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 14.9 95.1 14.9 95.1 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 21.0 78.5 21.0 78.5 Max Q Clear Time (g_c+I1), s 6.7 7.7 6.7 6.9 Green Ext Time (p_c), s 0.2 11.6 0.2 11.6 Intersection Summary HCM 2010 Ctrl Delay 3.2 HCM 2010 LOS A 42 Timing Report, Sorted By Phase 83: Whitcomb & Prospect long background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 26 84 26 84 Maximum Split (%) 23.6% 76.4% 23.6% 76.4% Minimum Split (s) 23.5 24 23.5 24 Yellow Time (s) 3434 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 11 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 38 64 38 64 End Time (s) 64 38 64 38 Yield/Force Off (s) 59 32.5 59 32.5 Yield/Force Off 170(s) 48 22.5 48 22.5 Local Start Time (s) 0 26 0 26 Local Yield (s) 21 104.5 21 104.5 Local Yield 170(s) 10 94.5 10 94.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 38 (35%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 83: Whitcomb & Prospect 43 HCM 2010 Signalized Intersection Summary 93: Whitcomb & Prospect long background am split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 75 1215 15 15 485 230 10 5 25 65 5 30 Future Volume (veh/h) 75 1215 15 15 485 230 10 5 25 65 5 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 0.98 1.00 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 1863 1863 1824 1863 1863 1900 1900 1937 1824 1900 1863 1937 Adj Flow Rate, veh/h 79 1279 15 16 511 208 11 5 0 68 5 8 Adj No. of Lanes 120120010011 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 565 2690 32 326 1845 748 61 28 0 130 10 126 Arrive On Green 0.75 0.75 0.75 0.75 0.75 0.75 0.05 0.05 0.00 0.08 0.08 0.08 Sat Flow, veh/h 730 3582 42 425 2457 995 1288 585 0 1658 122 1609 Grp Volume(v), veh/h 79 632 662 16 367 352 16 0 0 73 0 8 Grp Sat Flow(s),veh/h/ln 730 1770 1854 425 1770 1682 1873 0 0 1780 0 1609 Q Serve(g_s), s 4.2 15.2 15.2 1.7 7.2 7.2 0.9 0.0 0.0 4.3 0.0 0.5 Cycle Q Clear(g_c), s 11.4 15.2 15.2 16.9 7.2 7.2 0.9 0.0 0.0 4.3 0.0 0.5 Prop In Lane 1.00 0.02 1.00 0.59 0.69 0.00 0.93 1.00 Lane Grp Cap(c), veh/h 565 1329 1393 326 1329 1264 89 0 0 140 0 126 V/C Ratio(X) 0.14 0.48 0.48 0.05 0.28 0.28 0.18 0.00 0.00 0.52 0.00 0.06 Avail Cap(c_a), veh/h 565 1329 1393 326 1329 1264 366 0 0 348 0 314 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 6.1 5.3 5.3 8.6 4.3 4.3 50.3 0.0 0.0 48.7 0.0 46.9 Incr Delay (d2), s/veh 0.5 1.2 1.2 0.3 0.5 0.5 0.9 0.0 0.0 3.0 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 0.9 7.8 8.2 0.2 3.7 3.5 0.5 0.0 0.0 2.2 0.0 0.2 LnGrp Delay(d),s/veh 6.6 6.5 6.5 8.9 4.8 4.9 51.3 0.0 0.0 51.7 0.0 47.2 LnGrp LOS AAAAAAD D D Approach Vol, veh/h 1373 735 16 81 Approach Delay, s/veh 6.5 4.9 51.3 51.3 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 13.1 87.1 9.8 87.1 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 20.5 52.5 20.5 52.5 Max Q Clear Time (g_c+I1), s 6.3 17.2 2.9 18.9 Green Ext Time (p_c), s 0.1 10.9 0.0 10.8 Intersection Summary HCM 2010 Ctrl Delay 7.9 HCM 2010 LOS A Notes 44 Timing Report, Sorted By Phase 93: Whitcomb & Prospect long background am split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 26 58 26 58 Maximum Split (%) 23.6% 52.7% 23.6% 52.7% Minimum Split (s) 25.5 22.5 25.5 22.5 Yellow Time (s) 4434 All-Red Time (s) 1.5 1.5 2.5 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 13 10 13 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 5.5 57.5 31.5 57.5 End Time (s) 31.5 5.5 57.5 5.5 Yield/Force Off (s) 26 0 52 0 Yield/Force Off 170(s) 13 100 39 100 Local Start Time (s) 5.5 57.5 31.5 57.5 Local Yield (s) 26 0 52 0 Local Yield 170(s) 13 100 39 100 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 93: Whitcomb & Prospect 45 HCM 2010 Signalized Intersection Summary 83: Whitcomb & Prospect Long Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 910 5 45 1265 150 5 5 25 325 5 200 Future Volume (veh/h) 45 910 5 45 1265 150 5 5 25 325 5 200 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 0.97 1.00 0.97 1.00 0.98 1.00 0.99 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 1824 1863 1863 1824 1824 1937 1824 1824 1863 1863 Adj Flow Rate, veh/h 47 958 4 47 1332 143 5 5 7 342 5 191 Adj No. of Lanes 120120010011 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 180 2214 9 335 1970 210 39 42 29 237 3 497 Arrive On Green 0.61 0.61 0.61 0.61 0.61 0.61 0.32 0.32 0.32 0.32 0.32 0.32 Sat Flow, veh/h 357 3614 15 581 3217 343 0 133 93 560 8 1570 Grp Volume(v), veh/h 47 469 493 47 729 746 17 0 0 347 0 191 Grp Sat Flow(s),veh/h/ln 357 1770 1860 581 1770 1791 226 0 0 568 0 1570 Q Serve(g_s), s 12.1 16.8 16.8 5.6 32.6 33.2 0.0 0.0 0.0 0.0 0.0 11.4 Cycle Q Clear(g_c), s 45.3 16.8 16.8 22.3 32.6 33.2 38.0 0.0 0.0 38.0 0.0 11.4 Prop In Lane 1.00 0.01 1.00 0.19 0.29 0.41 0.99 1.00 Lane Grp Cap(c), veh/h 180 1084 1139 335 1084 1097 110 0 0 239 0 497 V/C Ratio(X) 0.26 0.43 0.43 0.14 0.67 0.68 0.15 0.00 0.00 1.45 0.00 0.38 Avail Cap(c_a), veh/h 180 1084 1139 335 1084 1097 110 0 0 239 0 497 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 30.5 12.3 12.3 18.1 15.3 15.4 32.9 0.0 0.0 45.7 0.0 31.9 Incr Delay (d2), s/veh 3.5 1.3 1.2 0.9 3.3 3.4 0.6 0.0 0.0 224.2 0.0 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 1.4 8.5 8.9 1.0 16.8 17.2 0.4 0.0 0.0 22.8 0.0 5.0 LnGrp Delay(d),s/veh 34.0 13.5 13.5 19.0 18.7 18.8 33.5 0.0 0.0 269.9 0.0 32.4 LnGrp LOS C BBBBBC F C Approach Vol, veh/h 1009 1522 17 538 Approach Delay, s/veh 14.4 18.8 33.5 185.6 Approach LOS B B C F Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 42.0 78.0 42.0 78.0 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 37.0 72.5 37.0 72.5 Max Q Clear Time (g_c+I1), s 40.0 47.3 40.0 35.2 Green Ext Time (p_c), s 0.0 13.2 0.0 15.7 Intersection Summary HCM 2010 Ctrl Delay 46.5 HCM 2010 LOS D 46 Timing Report, Sorted By Phase 83: Whitcomb & Prospect Long Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 6 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 42 78 42 78 Maximum Split (%) 35.0% 65.0% 35.0% 65.0% Minimum Split (s) 23.5 24 23.5 24 Yellow Time (s) 3434 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 11 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 14 56 14 56 End Time (s) 56 14 56 14 Yield/Force Off (s) 51 8.5 51 8.5 Yield/Force Off 170(s) 40 118.5 40 118.5 Local Start Time (s) 0 42 0 42 Local Yield (s) 37 114.5 37 114.5 Local Yield 170(s) 26 104.5 26 104.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 14 (12%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 83: Whitcomb & Prospect 47 HCM 2010 Signalized Intersection Summary 93: Whitcomb & Prospect long background pm split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 910 5 45 1265 150 5 5 25 325 5 200 Future Volume (veh/h) 45 910 5 45 1265 150 5 5 25 325 5 200 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 0.97 1.00 1.00 1.00 0.95 1.00 0.99 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 1824 1863 1863 1900 1900 1937 1824 1900 1863 1937 Adj Flow Rate, veh/h 47 958 4 47 1332 147 5 5 1 342 5 37 Adj No. of Lanes 120120010011 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 189 2272 9 348 2021 222 34 34 7 382 6 356 Arrive On Green 0.63 0.63 0.63 0.63 0.63 0.63 0.04 0.04 0.04 0.22 0.22 0.22 Sat Flow, veh/h 356 3614 15 581 3215 353 843 843 169 1750 26 1633 Grp Volume(v), veh/h 47 469 493 47 730 749 11 0 0 347 0 37 Grp Sat Flow(s),veh/h/ln 356 1770 1860 581 1770 1798 1854 0 0 1775 0 1633 Q Serve(g_s), s 11.6 16.1 16.1 5.3 31.3 31.8 0.7 0.0 0.0 22.8 0.0 2.2 Cycle Q Clear(g_c), s 43.4 16.1 16.1 21.4 31.3 31.8 0.7 0.0 0.0 22.8 0.0 2.2 Prop In Lane 1.00 0.01 1.00 0.20 0.45 0.09 0.99 1.00 Lane Grp Cap(c), veh/h 189 1113 1169 348 1113 1131 75 0 0 387 0 356 V/C Ratio(X) 0.25 0.42 0.42 0.14 0.66 0.66 0.15 0.00 0.00 0.90 0.00 0.10 Avail Cap(c_a), veh/h 189 1113 1169 348 1113 1131 332 0 0 422 0 388 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 28.0 11.3 11.3 16.7 14.1 14.2 55.5 0.0 0.0 45.6 0.0 37.5 Incr Delay (d2), s/veh 3.1 1.2 1.1 0.8 3.0 3.1 0.9 0.0 0.0 20.2 0.0 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 1.3 8.2 8.6 0.9 16.1 16.6 0.4 0.0 0.0 13.4 0.0 1.0 LnGrp Delay(d),s/veh 31.1 12.4 12.4 17.5 17.1 17.2 56.4 0.0 0.0 65.8 0.0 37.7 LnGrp LOS C BBBBBE E D Approach Vol, veh/h 1009 1526 11 384 Approach Delay, s/veh 13.3 17.2 56.4 63.1 Approach LOS BBEE Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 30.7 79.9 9.4 79.9 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 27.5 55.5 20.5 55.5 Max Q Clear Time (g_c+I1), s 24.8 45.4 2.7 33.8 Green Ext Time (p_c), s 0.4 7.2 0.0 12.2 Intersection Summary HCM 2010 Ctrl Delay 22.0 HCM 2010 LOS C Notes 48 Timing Report, Sorted By Phase 93: Whitcomb & Prospect long background pm split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 33 61 26 61 Maximum Split (%) 27.5% 50.8% 21.7% 50.8% Minimum Split (s) 25.5 22.5 25.5 22.5 Yellow Time (s) 4434 All-Red Time (s) 1.5 1.5 2.5 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 13 10 13 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 5.5 64.5 38.5 64.5 End Time (s) 38.5 5.5 64.5 5.5 Yield/Force Off (s) 33 0 59 0 Yield/Force Off 170(s) 20 110 46 110 Local Start Time (s) 5.5 64.5 38.5 64.5 Local Yield (s) 33 0 59 0 Local Yield 170(s) 20 110 46 110 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 93: Whitcomb & Prospect 49 HCM 2010 Signalized Intersection Summary 116: Shields & Lake long background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 25 55 1350 185 150 910 Future Volume (veh/h) 25 55 1350 185 150 910 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 0.95 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 26 0 1421 186 158 958 Adj No. of Lanes 112012 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222 Cap, veh/h 51 46 2570 332 403 3163 Arrive On Green 0.03 0.00 1.00 1.00 0.09 1.00 Sat Flow, veh/h 1774 1583 3222 404 1774 3632 Grp Volume(v), veh/h 26 0 796 811 158 958 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1764 1774 1770 Q Serve(g_s), s 1.6 0.0 0.0 0.0 1.3 0.0 Cycle Q Clear(g_c), s 1.6 0.0 0.0 0.0 1.3 0.0 Prop In Lane 1.00 1.00 0.23 1.00 Lane Grp Cap(c), veh/h 51 46 1453 1449 403 3163 V/C Ratio(X) 0.50 0.00 0.55 0.56 0.39 0.30 Avail Cap(c_a), veh/h 331 295 1453 1449 533 3163 HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.76 0.76 0.86 0.86 Uniform Delay (d), s/veh 52.6 0.0 0.0 0.0 0.8 0.0 Incr Delay (d2), s/veh 7.5 0.0 1.1 1.2 0.5 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.5 0.5 0.6 0.1 LnGrp Delay(d),s/veh 60.1 0.0 1.1 1.2 1.3 0.2 LnGrp LOS E AAAA Approach Vol, veh/h 26 1607 1116 Approach Delay, s/veh 60.1 1.2 0.4 Approach LOS E A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 102.3 8.0 94.3 7.7 Change Period (Y+Rc), s 5.0 4.0 5.0 5.5 Max Green Setting (Gmax), s 80.0 12.0 64.0 19.5 Max Q Clear Time (g_c+I1), s 2.0 3.3 2.0 3.6 Green Ext Time (p_c), s 19.6 0.3 19.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 1.4 HCM 2010 LOS A 50 Timing Report, Sorted By Phase 116: Shields & Lake long background am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 9 Phase Number 2568 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 85 16 69 25 Maximum Split (%) 77.3% 14.5% 62.7% 22.7% Minimum Split (s) 17 11 23.5 24.5 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 1 1.5 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 11 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 81 81 97 56 End Time (s) 56 97 56 81 Yield/Force Off (s) 51 93 51 75.5 Yield/Force Off 170(s) 51 93 40 63.5 Local Start Time (s) 25 25 41 0 Local Yield (s) 105 37 105 19.5 Local Yield 170(s) 105 37 94 7.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 56 (51%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 116: Shields & Lake 51 HCM 2010 Signalized Intersection Summary 116: Shields & Lake Long Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 150 200 1440 75 125 1640 Future Volume (veh/h) 150 200 1440 75 125 1640 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1824 1863 1863 Adj Flow Rate, veh/h 158 95 1516 72 132 1726 Adj No. of Lanes 112012 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222 Cap, veh/h 206 184 2564 121 372 2877 Arrive On Green 0.12 0.12 1.00 1.00 0.05 1.00 Sat Flow, veh/h 1774 1583 3527 162 1774 3632 Grp Volume(v), veh/h 158 95 778 810 132 1726 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1827 1774 1770 Q Serve(g_s), s 10.4 6.8 0.0 0.0 1.9 0.0 Cycle Q Clear(g_c), s 10.4 6.8 0.0 0.0 1.9 0.0 Prop In Lane 1.00 1.00 0.09 1.00 Lane Grp Cap(c), veh/h 206 184 1321 1364 372 2877 V/C Ratio(X) 0.77 0.52 0.59 0.59 0.35 0.60 Avail Cap(c_a), veh/h 347 310 1321 1364 417 2877 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.33 1.33 Upstream Filter(I) 1.00 1.00 0.51 0.51 0.28 0.28 Uniform Delay (d), s/veh 51.4 49.8 0.0 0.0 2.5 0.0 Incr Delay (d2), s/veh 5.8 2.2 1.0 1.0 0.2 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.4 3.1 0.4 0.4 0.9 0.1 LnGrp Delay(d),s/veh 57.2 52.1 1.0 1.0 2.6 0.3 LnGrp LOS E D AAAA Approach Vol, veh/h 253 1588 1858 Approach Delay, s/veh 55.3 1.0 0.4 Approach LOS E A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 101.5 8.0 93.6 18.5 Change Period (Y+Rc), s 5.0 4.0 5.0 5.5 Max Green Setting (Gmax), s 87.0 7.0 76.0 22.5 Max Q Clear Time (g_c+I1), s 2.0 3.9 2.0 12.4 Green Ext Time (p_c), s 36.7 0.1 34.9 0.6 Intersection Summary HCM 2010 Ctrl Delay 4.4 HCM 2010 LOS A 52 Timing Report, Sorted By Phase 116: Shields & Lake Long Background PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 8 Phase Number 2568 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 92 11 81 28 Maximum Split (%) 76.7% 9.2% 67.5% 23.3% Minimum Split (s) 17 11 23.5 24.5 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 1 1.5 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 11 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 33 44 5 End Time (s) 5 44 5 33 Yield/Force Off (s) 0 40 0 27.5 Yield/Force Off 170(s) 0 40 109 15.5 Local Start Time (s) 28 28 39 0 Local Yield (s) 115 35 115 22.5 Local Yield 170(s) 115 35 104 10.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 5 (4%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 116: Shields & Lake 53 APPENDIX F 54 HCM 2010 Signalized Intersection Summary 83: Whitcomb & Prospect short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 1055 13 11 417 214 7 2 25 110 0 28 Future Volume (veh/h) 65 1055 13 11 417 214 7 2 25 110 0 28 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 0.97 1.00 0.98 0.98 1.00 0.98 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 1863 1824 1863 1863 1824 1824 1937 1824 1824 1863 1863 Adj Flow Rate, veh/h 76 1241 14 13 491 191 8 2 0 129 0 1 Adj No. of Lanes 120120010011 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 626 2844 32 415 1967 760 115 23 0 253 0 199 Arrive On Green 1.00 1.00 1.00 0.79 0.79 0.79 0.13 0.13 0.00 0.13 0.00 0.13 Sat Flow, veh/h 755 3584 40 440 2478 957 438 178 0 1452 0 1543 Grp Volume(v), veh/h 76 613 642 13 350 332 10 0 0 129 0 1 Grp Sat Flow(s),veh/h/ln 755 1770 1854 440 1770 1666 616 0 0 1452 0 1543 Q Serve(g_s), s 0.8 0.0 0.0 0.7 5.6 5.7 0.1 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 6.5 0.0 0.0 0.7 5.6 5.7 9.1 0.0 0.0 9.1 0.0 0.1 Prop In Lane 1.00 0.02 1.00 0.57 0.80 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 626 1404 1472 415 1404 1322 138 0 0 253 0 199 V/C Ratio(X) 0.12 0.44 0.44 0.03 0.25 0.25 0.07 0.00 0.00 0.51 0.00 0.01 Avail Cap(c_a), veh/h 626 1404 1472 415 1404 1322 246 0 0 351 0 309 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.55 0.55 0.55 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.2 0.0 0.0 2.4 2.9 2.9 42.3 0.0 0.0 45.7 0.0 41.7 Incr Delay (d2), s/veh 0.2 0.5 0.5 0.1 0.4 0.5 0.2 0.0 0.0 1.6 0.0 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 0.2 0.2 0.1 2.9 2.8 0.3 0.0 0.0 3.8 0.0 0.0 LnGrp Delay(d),s/veh 0.4 0.5 0.5 2.6 3.3 3.4 42.5 0.0 0.0 47.3 0.0 41.8 LnGrp LOS AAAAAAD D D Approach Vol, veh/h 1331 695 10 130 Approach Delay, s/veh 0.5 3.3 42.5 47.2 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 18.2 91.8 18.2 91.8 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 21.0 78.5 21.0 78.5 Max Q Clear Time (g_c+I1), s 11.1 8.5 11.1 7.7 Green Ext Time (p_c), s 0.3 10.9 0.3 10.9 Intersection Summary HCM 2010 Ctrl Delay 4.4 HCM 2010 LOS A 55 Timing Report, Sorted By Phase 83: Whitcomb & Prospect short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 26 84 26 84 Maximum Split (%) 23.6% 76.4% 23.6% 76.4% Minimum Split (s) 23.5 24 23.5 24 Yellow Time (s) 3434 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 11 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 38 64 38 64 End Time (s) 64 38 64 38 Yield/Force Off (s) 59 32.5 59 32.5 Yield/Force Off 170(s) 48 22.5 48 22.5 Local Start Time (s) 0 26 0 26 Local Yield (s) 21 104.5 21 104.5 Local Yield 170(s) 10 94.5 10 94.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 38 (35%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 83: Whitcomb & Prospect 56 HCM 2010 Signalized Intersection Summary 93: Whitcomb & Prospect short total am split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 1055 13 11 417 214 7 2 25 110 0 28 Future Volume (veh/h) 65 1055 13 11 417 214 7 2 25 110 0 28 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 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 1863 1863 1824 1863 1863 1900 1900 1937 1824 1900 1863 1937 Adj Flow Rate, veh/h 69 1122 13 12 444 194 7 2 0 117 0 6 Adj No. of Lanes 120120010011 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 599 2644 31 371 1774 768 57 16 0 177 0 162 Arrive On Green 0.74 0.74 0.74 0.74 0.74 0.74 0.04 0.04 0.00 0.10 0.00 0.10 Sat Flow, veh/h 786 3582 42 494 2403 1041 1450 414 0 1774 0 1617 Grp Volume(v), veh/h 69 554 581 12 326 312 9 0 0 117 0 6 Grp Sat Flow(s),veh/h/ln 786 1770 1854 494 1770 1674 1865 0 0 1774 0 1617 Q Serve(g_s), s 3.4 13.1 13.1 1.0 6.5 6.6 0.5 0.0 0.0 7.0 0.0 0.4 Cycle Q Clear(g_c), s 10.0 13.1 13.1 14.2 6.5 6.6 0.5 0.0 0.0 7.0 0.0 0.4 Prop In Lane 1.00 0.02 1.00 0.62 0.78 0.00 1.00 1.00 Lane Grp Cap(c), veh/h 599 1306 1369 371 1306 1236 73 0 0 177 0 162 V/C Ratio(X) 0.12 0.42 0.42 0.03 0.25 0.25 0.12 0.00 0.00 0.66 0.00 0.04 Avail Cap(c_a), veh/h 599 1306 1369 371 1306 1236 364 0 0 347 0 316 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 6.2 5.5 5.5 8.2 4.6 4.6 51.0 0.0 0.0 47.7 0.0 44.7 Incr Delay (d2), s/veh 0.4 1.0 1.0 0.2 0.5 0.5 0.7 0.0 0.0 4.2 0.0 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 6.7 7.0 0.2 3.3 3.2 0.3 0.0 0.0 3.6 0.0 0.2 LnGrp Delay(d),s/veh 6.6 6.5 6.5 8.4 5.1 5.1 51.8 0.0 0.0 51.9 0.0 44.8 LnGrp LOS AAAAAAD D D Approach Vol, veh/h 1204 650 9 123 Approach Delay, s/veh 6.5 5.2 51.8 51.5 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 15.5 85.7 8.8 85.7 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 20.5 52.5 20.5 52.5 Max Q Clear Time (g_c+I1), s 9.0 15.1 2.5 16.2 Green Ext Time (p_c), s 0.2 8.8 0.0 8.8 Intersection Summary HCM 2010 Ctrl Delay 9.0 HCM 2010 LOS A Notes 57 Timing Report, Sorted By Phase 93: Whitcomb & Prospect short total am split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 26 58 26 58 Maximum Split (%) 23.6% 52.7% 23.6% 52.7% Minimum Split (s) 25.5 22.5 25.5 22.5 Yellow Time (s) 4434 All-Red Time (s) 1.5 1.5 2.5 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 13 10 13 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 5.5 57.5 31.5 57.5 End Time (s) 31.5 5.5 57.5 5.5 Yield/Force Off (s) 26 0 52 0 Yield/Force Off 170(s) 13 100 39 100 Local Start Time (s) 5.5 57.5 31.5 57.5 Local Yield (s) 26 0 52 0 Local Yield 170(s) 13 100 39 100 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 93: Whitcomb & Prospect 58 HCM 2010 Signalized Intersection Summary 83: Whitcomb & Prospect Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 37 793 5 45 1096 219 5 6 24 335 5 179 Future Volume (veh/h) 37 793 5 45 1096 219 5 6 24 335 5 179 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 0.97 1.00 0.97 1.00 0.98 1.00 0.99 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 1824 1863 1863 1824 1824 1937 1824 1824 1863 1863 Adj Flow Rate, veh/h 40 853 4 48 1178 218 5 6 7 360 5 126 Adj No. of Lanes 120120010011 Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 Percent Heavy Veh, % 222222222222 Cap, veh/h 175 2092 10 348 1721 316 38 48 30 244 3 550 Arrive On Green 0.58 0.58 0.58 0.58 0.58 0.58 0.35 0.35 0.35 0.35 0.35 0.35 Sat Flow, veh/h 385 3612 17 642 2971 546 0 136 86 527 7 1571 Grp Volume(v), veh/h 40 418 439 48 698 698 18 0 0 365 0 126 Grp Sat Flow(s),veh/h/ln 385 1770 1859 642 1770 1748 222 0 0 535 0 1571 Q Serve(g_s), s 9.7 15.6 15.6 5.3 32.9 33.6 0.0 0.0 0.0 0.0 0.0 6.8 Cycle Q Clear(g_c), s 43.3 15.6 15.6 21.0 32.9 33.6 42.0 0.0 0.0 42.0 0.0 6.8 Prop In Lane 1.00 0.01 1.00 0.31 0.28 0.39 0.99 1.00 Lane Grp Cap(c), veh/h 175 1025 1077 348 1025 1012 116 0 0 247 0 550 V/C Ratio(X) 0.23 0.41 0.41 0.14 0.68 0.69 0.16 0.00 0.00 1.48 0.00 0.23 Avail Cap(c_a), veh/h 175 1025 1077 348 1025 1012 116 0 0 247 0 550 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 32.9 13.9 13.9 19.7 17.6 17.7 31.3 0.0 0.0 44.1 0.0 27.6 Incr Delay (d2), s/veh 3.0 1.2 1.1 0.8 3.7 3.8 0.6 0.0 0.0 236.4 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 1.2 7.9 8.3 1.0 16.9 17.2 0.4 0.0 0.0 24.4 0.0 3.0 LnGrp Delay(d),s/veh 35.9 15.1 15.1 20.5 21.2 21.5 31.9 0.0 0.0 280.5 0.0 27.8 LnGrp LOS D B B CCCC F C Approach Vol, veh/h 897 1444 18 491 Approach Delay, s/veh 16.0 21.3 31.9 215.6 Approach LOS B C C F Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 46.0 74.0 46.0 74.0 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 41.0 68.5 41.0 68.5 Max Q Clear Time (g_c+I1), s 44.0 45.3 44.0 35.6 Green Ext Time (p_c), s 0.0 11.3 0.0 13.1 Intersection Summary HCM 2010 Ctrl Delay 53.2 HCM 2010 LOS D 59 Timing Report, Sorted By Phase 83: Whitcomb & Prospect Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 7 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 46 74 46 74 Maximum Split (%) 38.3% 61.7% 38.3% 61.7% Minimum Split (s) 23.5 24 23.5 24 Yellow Time (s) 3434 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 11 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 14 60 14 60 End Time (s) 60 14 60 14 Yield/Force Off (s) 55 8.5 55 8.5 Yield/Force Off 170(s) 44 118.5 44 118.5 Local Start Time (s) 0 46 0 46 Local Yield (s) 41 114.5 41 114.5 Local Yield 170(s) 30 104.5 30 104.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 14 (12%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 83: Whitcomb & Prospect 60 HCM 2010 Signalized Intersection Summary 93: Whitcomb & Prospect short total pm split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 37 793 5 45 1096 219 5 6 24 335 5 179 Future Volume (veh/h) 37 793 5 45 1096 219 5 6 24 335 5 179 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 0.97 1.00 1.00 1.00 1.00 1.00 0.99 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 1824 1863 1863 1900 1900 1937 1824 1900 1863 1937 Adj Flow Rate, veh/h 39 844 4 48 1166 222 5 6 0 356 5 33 Adj No. of Lanes 120120010011 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 222222222222 Cap, veh/h 208 2261 11 391 1858 352 35 42 0 387 5 361 Arrive On Green 0.63 0.63 0.63 0.63 0.63 0.63 0.04 0.04 0.00 0.22 0.22 0.22 Sat Flow, veh/h 388 3612 17 647 2968 562 861 1033 0 1751 25 1633 Grp Volume(v), veh/h 39 414 434 48 692 696 11 0 0 361 0 33 Grp Sat Flow(s),veh/h/ln 388 1770 1859 647 1770 1760 1894 0 0 1775 0 1633 Q Serve(g_s), s 8.3 13.7 13.7 4.7 28.8 29.3 0.7 0.0 0.0 23.9 0.0 1.9 Cycle Q Clear(g_c), s 37.6 13.7 13.7 18.4 28.8 29.3 0.7 0.0 0.0 23.9 0.0 1.9 Prop In Lane 1.00 0.01 1.00 0.32 0.45 0.00 0.99 1.00 Lane Grp Cap(c), veh/h 208 1108 1164 391 1108 1102 77 0 0 392 0 361 V/C Ratio(X) 0.19 0.37 0.37 0.12 0.62 0.63 0.14 0.00 0.00 0.92 0.00 0.09 Avail Cap(c_a), veh/h 208 1108 1164 391 1108 1102 339 0 0 392 0 361 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.5 11.0 11.0 15.4 13.8 13.9 55.5 0.0 0.0 45.7 0.0 37.2 Incr Delay (d2), s/veh 2.0 1.0 0.9 0.6 2.7 2.8 0.8 0.0 0.0 26.7 0.0 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 1.0 7.0 7.3 0.9 14.9 14.9 0.4 0.0 0.0 14.6 0.0 0.9 LnGrp Delay(d),s/veh 27.5 11.9 11.9 16.1 16.5 16.6 56.4 0.0 0.0 72.5 0.0 37.3 LnGrp LOS C BBBBBE E D Approach Vol, veh/h 887 1436 11 394 Approach Delay, s/veh 12.6 16.5 56.4 69.5 Approach LOS BBEE Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 31.0 79.6 9.4 79.6 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 25.5 57.5 20.5 57.5 Max Q Clear Time (g_c+I1), s 25.9 39.6 2.7 31.3 Green Ext Time (p_c), s 0.0 9.7 0.0 11.8 Intersection Summary HCM 2010 Ctrl Delay 23.1 HCM 2010 LOS C Notes 61 Timing Report, Sorted By Phase 93: Whitcomb & Prospect short total pm split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 31 63 26 63 Maximum Split (%) 25.8% 52.5% 21.7% 52.5% Minimum Split (s) 25.5 22.5 25.5 22.5 Yellow Time (s) 4434 All-Red Time (s) 1.5 1.5 2.5 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 13 10 13 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 5.5 62.5 36.5 62.5 End Time (s) 36.5 5.5 62.5 5.5 Yield/Force Off (s) 31 0 57 0 Yield/Force Off 170(s) 18 110 44 110 Local Start Time (s) 5.5 62.5 36.5 62.5 Local Yield (s) 31 0 57 0 Local Yield 170(s) 18 110 44 110 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 93: Whitcomb & Prospect 62 HCM 2010 Signalized Intersection Summary 116: Shields & Lake short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 60 71 1175 175 141 790 Future Volume (veh/h) 60 71 1175 175 141 790 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 0.94 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 71 0 1382 197 166 929 Adj No. of Lanes 112012 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 108 96 2438 343 401 3050 Arrive On Green 0.06 0.00 1.00 1.00 0.09 1.00 Sat Flow, veh/h 1774 1583 3184 435 1774 3632 Grp Volume(v), veh/h 71 0 784 795 166 929 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1756 1774 1770 Q Serve(g_s), s 4.3 0.0 0.0 0.0 1.8 0.0 Cycle Q Clear(g_c), s 4.3 0.0 0.0 0.0 1.8 0.0 Prop In Lane 1.00 1.00 0.25 1.00 Lane Grp Cap(c), veh/h 108 96 1396 1385 401 3050 V/C Ratio(X) 0.66 0.00 0.56 0.57 0.41 0.30 Avail Cap(c_a), veh/h 331 295 1396 1385 529 3050 HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.66 0.66 0.83 0.83 Uniform Delay (d), s/veh 50.5 0.0 0.0 0.0 1.3 0.0 Incr Delay (d2), s/veh 6.6 0.0 1.1 1.1 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.0 0.4 0.4 0.9 0.1 LnGrp Delay(d),s/veh 57.2 0.0 1.1 1.1 1.9 0.2 LnGrp LOS E AAAA Approach Vol, veh/h 71 1579 1095 Approach Delay, s/veh 57.2 1.1 0.5 Approach LOS E A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 98.8 8.0 90.8 11.2 Change Period (Y+Rc), s 5.0 4.0 5.0 5.5 Max Green Setting (Gmax), s 80.0 12.0 64.0 19.5 Max Q Clear Time (g_c+I1), s 2.0 3.8 2.0 6.3 Green Ext Time (p_c), s 18.7 0.3 18.1 0.1 Intersection Summary HCM 2010 Ctrl Delay 2.3 HCM 2010 LOS A 63 Timing Report, Sorted By Phase 116: Shields & Lake short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 10 Phase Number 2568 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 85 16 69 25 Maximum Split (%) 77.3% 14.5% 62.7% 22.7% Minimum Split (s) 17 11 23.5 24.5 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 1 1.5 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 11 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 81 81 97 56 End Time (s) 56 97 56 81 Yield/Force Off (s) 51 93 51 75.5 Yield/Force Off 170(s) 51 93 40 63.5 Local Start Time (s) 25 25 41 0 Local Yield (s) 105 37 105 19.5 Local Yield 170(s) 105 37 94 7.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 56 (51%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 116: Shields & Lake 64 HCM 2010 Signalized Intersection Summary 116: Shields & Lake Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 171 199 1256 142 161 1427 Future Volume (veh/h) 171 199 1256 142 161 1427 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1824 1863 1863 Adj Flow Rate, veh/h 188 85 1380 148 177 1568 Adj No. of Lanes 112012 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 222222 Cap, veh/h 235 210 2320 247 393 2819 Arrive On Green 0.13 0.13 1.00 1.00 0.07 1.00 Sat Flow, veh/h 1774 1583 3308 342 1774 3632 Grp Volume(v), veh/h 188 85 755 773 177 1568 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1787 1774 1770 Q Serve(g_s), s 12.3 5.9 0.0 0.0 2.9 0.0 Cycle Q Clear(g_c), s 12.3 5.9 0.0 0.0 2.9 0.0 Prop In Lane 1.00 1.00 0.19 1.00 Lane Grp Cap(c), veh/h 235 210 1277 1290 393 2819 V/C Ratio(X) 0.80 0.40 0.59 0.60 0.45 0.56 Avail Cap(c_a), veh/h 347 310 1277 1290 423 2819 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.33 1.33 Upstream Filter(I) 1.00 1.00 0.44 0.44 0.36 0.36 Uniform Delay (d), s/veh 50.5 47.7 0.0 0.0 3.0 0.0 Incr Delay (d2), s/veh 7.8 1.3 0.9 0.9 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.6 2.6 0.3 0.3 1.4 0.1 LnGrp Delay(d),s/veh 58.3 49.0 0.9 0.9 3.3 0.3 LnGrp LOS E D AAAA Approach Vol, veh/h 273 1528 1745 Approach Delay, s/veh 55.4 0.9 0.6 Approach LOS E A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 99.6 9.0 90.6 20.4 Change Period (Y+Rc), s 5.0 4.0 5.0 5.5 Max Green Setting (Gmax), s 87.0 7.0 76.0 22.5 Max Q Clear Time (g_c+I1), s 2.0 4.9 2.0 14.3 Green Ext Time (p_c), s 31.1 0.1 29.9 0.6 Intersection Summary HCM 2010 Ctrl Delay 4.9 HCM 2010 LOS A 65 Timing Report, Sorted By Phase 116: Shields & Lake Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 9 Phase Number 2568 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 92 11 81 28 Maximum Split (%) 76.7% 9.2% 67.5% 23.3% Minimum Split (s) 17 11 23.5 24.5 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 1 1.5 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 11 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 33 44 5 End Time (s) 5 44 5 33 Yield/Force Off (s) 0 40 0 27.5 Yield/Force Off 170(s) 0 40 109 15.5 Local Start Time (s) 28 28 39 0 Local Yield (s) 115 35 115 22.5 Local Yield 170(s) 115 35 104 10.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 5 (4%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 116: Shields & Lake 66 HCM 2010 TWSC 4: Site Access & Lake short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 3.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 328 18 14 57 66 54 Future Vol, veh/h 328 18 14 57 66 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 386 21 16 67 78 64 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 407 0 496 396 Stage 1 - - - - 396 - Stage 2 - - - - 100 - 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 - - 1152 - 533 653 Stage 1 - - - - 680 - Stage 2 - - - - 924 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1152 - 526 653 Mov Cap-2 Maneuver - - - - 526 - Stage 1 - - - - 680 - Stage 2 - - - - 911 - Approach EB WB NB HCM Control Delay, s 0 1.6 13.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 576 - - 1152 - HCM Lane V/C Ratio 0.245 - - 0.014 - HCM Control Delay (s) 13.3 - - 8.2 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 1 - - 0 - 67 HCM 2010 TWSC 7: Site Access & Lake Short Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 186 119 97 345 66 54 Future Vol, veh/h 186 119 97 345 66 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 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 207 132 108 383 73 60 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 339 0 872 273 Stage 1 - - - - 273 - Stage 2 - - - - 599 - 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 - - 1220 - 321 766 Stage 1 - - - - 773 - Stage 2 - - - - 549 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1220 - 285 766 Mov Cap-2 Maneuver - - - - 285 - Stage 1 - - - - 773 - Stage 2 - - - - 488 - Approach EB WB NB HCM Control Delay, s 0 1.8 18.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 397 - - 1220 - HCM Lane V/C Ratio 0.336 - - 0.088 - HCM Control Delay (s) 18.6 - - 8.2 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.5 - - 0.3 - 68 APPENDIX G 69 HCM 2010 Signalized Intersection Summary 83: Whitcomb & Prospect long total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 75 1215 15 15 485 245 10 5 25 115 5 30 Future Volume (veh/h) 75 1215 15 15 485 245 10 5 25 115 5 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 0.97 1.00 0.98 0.98 0.95 0.98 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 1863 1863 1824 1863 1863 1824 1824 1937 1824 1824 1863 1863 Adj Flow Rate, veh/h 79 1279 15 16 511 201 11 5 1 121 5 1 Adj No. of Lanes 120120010011 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 600 2809 33 398 1936 757 97 38 5 237 7 214 Arrive On Green 1.00 1.00 1.00 0.78 0.78 0.78 0.14 0.14 0.14 0.14 0.14 0.14 Sat Flow, veh/h 734 3582 42 424 2468 966 313 271 37 1250 52 1546 Grp Volume(v), veh/h 79 632 662 16 366 346 17 0 0 126 0 1 Grp Sat Flow(s),veh/h/ln 734 1770 1854 424 1770 1664 621 0 0 1302 0 1546 Q Serve(g_s), s 1.0 0.0 0.0 0.9 6.2 6.2 0.1 0.0 0.0 0.0 0.0 0.1 Cycle Q Clear(g_c), s 7.2 0.0 0.0 0.9 6.2 6.2 10.6 0.0 0.0 10.5 0.0 0.1 Prop In Lane 1.00 0.02 1.00 0.58 0.65 0.06 0.96 1.00 Lane Grp Cap(c), veh/h 600 1388 1454 398 1388 1305 140 0 0 245 0 214 V/C Ratio(X) 0.13 0.46 0.46 0.04 0.26 0.27 0.12 0.00 0.00 0.52 0.00 0.00 Avail Cap(c_a), veh/h 600 1388 1454 398 1388 1305 236 0 0 330 0 309 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.66 0.66 0.66 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.3 0.0 0.0 2.7 3.2 3.2 41.6 0.0 0.0 45.3 0.0 40.8 Incr Delay (d2), s/veh 0.3 0.7 0.7 0.2 0.5 0.5 0.4 0.0 0.0 1.7 0.0 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 0.3 0.3 0.1 3.1 3.0 0.5 0.0 0.0 3.8 0.0 0.0 LnGrp Delay(d),s/veh 0.6 0.7 0.7 2.9 3.7 3.7 42.0 0.0 0.0 47.0 0.0 40.8 LnGrp LOS AAAAAAD D D Approach Vol, veh/h 1373 728 17 127 Approach Delay, s/veh 0.7 3.7 42.0 47.0 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 19.2 90.8 19.2 90.8 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 21.0 78.5 21.0 78.5 Max Q Clear Time (g_c+I1), s 12.5 9.2 12.6 8.2 Green Ext Time (p_c), s 0.2 11.8 0.2 11.8 Intersection Summary HCM 2010 Ctrl Delay 4.6 HCM 2010 LOS A 70 Timing Report, Sorted By Phase 83: Whitcomb & Prospect long total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 26 84 26 84 Maximum Split (%) 23.6% 76.4% 23.6% 76.4% Minimum Split (s) 23.5 24 23.5 24 Yellow Time (s) 3434 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 11 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 38 64 38 64 End Time (s) 64 38 64 38 Yield/Force Off (s) 59 32.5 59 32.5 Yield/Force Off 170(s) 48 22.5 48 22.5 Local Start Time (s) 0 26 0 26 Local Yield (s) 21 104.5 21 104.5 Local Yield 170(s) 10 94.5 10 94.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 38 (35%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 83: Whitcomb & Prospect 71 HCM 2010 Signalized Intersection Summary 93: Whitcomb & Prospect long total am split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 75 1215 15 15 485 245 10 5 25 115 5 30 Future Volume (veh/h) 75 1215 15 15 485 245 10 5 25 115 5 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 0.98 1.00 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 1863 1863 1824 1863 1863 1900 1900 1937 1824 1900 1863 1937 Adj Flow Rate, veh/h 79 1279 15 16 511 224 11 5 0 121 5 8 Adj No. of Lanes 120120010011 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 532 2596 30 308 1737 758 61 28 0 179 7 170 Arrive On Green 0.72 0.72 0.72 0.72 0.72 0.72 0.05 0.05 0.00 0.10 0.10 0.10 Sat Flow, veh/h 719 3582 42 425 2397 1046 1288 585 0 1707 71 1618 Grp Volume(v), veh/h 79 632 662 16 377 358 16 0 0 126 0 8 Grp Sat Flow(s),veh/h/ln 719 1770 1854 425 1770 1673 1873 0 0 1777 0 1618 Q Serve(g_s), s 4.8 16.8 16.8 1.8 8.2 8.3 0.9 0.0 0.0 7.5 0.0 0.5 Cycle Q Clear(g_c), s 13.0 16.8 16.8 18.7 8.2 8.3 0.9 0.0 0.0 7.5 0.0 0.5 Prop In Lane 1.00 0.02 1.00 0.63 0.69 0.00 0.96 1.00 Lane Grp Cap(c), veh/h 532 1282 1344 308 1282 1212 89 0 0 186 0 170 V/C Ratio(X) 0.15 0.49 0.49 0.05 0.29 0.30 0.18 0.00 0.00 0.68 0.00 0.05 Avail Cap(c_a), veh/h 532 1282 1344 308 1282 1212 366 0 0 347 0 316 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 7.6 6.5 6.5 10.5 5.3 5.3 50.3 0.0 0.0 47.4 0.0 44.3 Incr Delay (d2), s/veh 0.6 1.4 1.3 0.3 0.6 0.6 0.9 0.0 0.0 4.2 0.0 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 1.0 8.6 8.9 0.2 4.2 4.0 0.5 0.0 0.0 3.9 0.0 0.2 LnGrp Delay(d),s/veh 8.2 7.8 7.8 10.8 5.9 5.9 51.3 0.0 0.0 51.7 0.0 44.4 LnGrp LOS AAABAAD D D Approach Vol, veh/h 1373 751 16 134 Approach Delay, s/veh 7.8 6.0 51.3 51.2 Approach LOS A A D D Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 16.0 84.2 9.8 84.2 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 20.5 52.5 20.5 52.5 Max Q Clear Time (g_c+I1), s 9.5 18.8 2.9 20.7 Green Ext Time (p_c), s 0.3 11.0 0.0 10.8 Intersection Summary HCM 2010 Ctrl Delay 10.1 HCM 2010 LOS B Notes 72 Timing Report, Sorted By Phase 93: Whitcomb & Prospect long total am split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 26 58 26 58 Maximum Split (%) 23.6% 52.7% 23.6% 52.7% Minimum Split (s) 25.5 22.5 25.5 22.5 Yellow Time (s) 4434 All-Red Time (s) 1.5 1.5 2.5 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 13 10 13 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 5.5 57.5 31.5 57.5 End Time (s) 31.5 5.5 57.5 5.5 Yield/Force Off (s) 26 0 52 0 Yield/Force Off 170(s) 13 100 39 100 Local Start Time (s) 5.5 57.5 31.5 57.5 Local Yield (s) 26 0 52 0 Local Yield 170(s) 13 100 39 100 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 93: Whitcomb & Prospect 73 HCM 2010 Signalized Intersection Summary 83: Whitcomb & Prospect Long Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 910 5 45 1265 235 5 5 25 375 5 200 Future Volume (veh/h) 45 910 5 45 1265 235 5 5 25 375 5 200 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 0.97 1.00 0.97 1.00 0.98 1.00 0.99 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 1824 1863 1863 1824 1824 1937 1824 1824 1863 1863 Adj Flow Rate, veh/h 47 958 4 47 1332 232 5 5 7 395 5 191 Adj No. of Lanes 120120010011 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 138 2093 9 309 1741 299 39 42 29 254 2 550 Arrive On Green 0.58 0.58 0.58 0.58 0.58 0.58 0.35 0.35 0.35 0.35 0.35 0.35 Sat Flow, veh/h 328 3614 15 581 3007 517 0 120 84 555 7 1571 Grp Volume(v), veh/h 47 469 493 47 777 787 17 0 0 400 0 191 Grp Sat Flow(s),veh/h/ln 328 1770 1860 581 1770 1754 204 0 0 562 0 1571 Q Serve(g_s), s 15.3 18.2 18.2 6.0 39.5 41.1 0.0 0.0 0.0 0.0 0.0 10.8 Cycle Q Clear(g_c), s 56.4 18.2 18.2 24.3 39.5 41.1 42.0 0.0 0.0 42.0 0.0 10.8 Prop In Lane 1.00 0.01 1.00 0.29 0.29 0.41 0.99 1.00 Lane Grp Cap(c), veh/h 138 1025 1077 309 1025 1016 110 0 0 256 0 550 V/C Ratio(X) 0.34 0.46 0.46 0.15 0.76 0.77 0.15 0.00 0.00 1.56 0.00 0.35 Avail Cap(c_a), veh/h 138 1025 1077 309 1025 1016 110 0 0 256 0 550 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 40.8 14.5 14.5 21.4 18.9 19.3 31.4 0.0 0.0 43.9 0.0 28.9 Incr Delay (d2), s/veh 6.6 1.5 1.4 1.0 5.3 5.8 0.6 0.0 0.0 270.1 0.0 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 9.3 9.7 1.1 20.7 21.3 0.4 0.0 0.0 27.7 0.0 4.7 LnGrp Delay(d),s/veh 47.5 15.9 15.9 22.4 24.2 25.0 32.0 0.0 0.0 314.0 0.0 29.2 LnGrp LOS D B B CCCC F C Approach Vol, veh/h 1009 1611 17 591 Approach Delay, s/veh 17.4 24.6 32.0 222.0 Approach LOS B C C F Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 46.0 74.0 46.0 74.0 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 41.0 68.5 41.0 68.5 Max Q Clear Time (g_c+I1), s 44.0 58.4 44.0 43.1 Green Ext Time (p_c), s 0.0 7.5 0.0 14.1 Intersection Summary HCM 2010 Ctrl Delay 58.5 HCM 2010 LOS E 74 Timing Report, Sorted By Phase 83: Whitcomb & Prospect Long Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 7 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 46 74 46 74 Maximum Split (%) 38.3% 61.7% 38.3% 61.7% Minimum Split (s) 23.5 24 23.5 24 Yellow Time (s) 3434 All-Red Time (s) 2 1.5 2 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 11 10 11 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 14 60 14 60 End Time (s) 60 14 60 14 Yield/Force Off (s) 55 8.5 55 8.5 Yield/Force Off 170(s) 44 118.5 44 118.5 Local Start Time (s) 0 46 0 46 Local Yield (s) 41 114.5 41 114.5 Local Yield 170(s) 30 104.5 30 104.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 14 (12%), Referenced to phase 4:EBTL and 8:WBTL, Start of Red Splits and Phases: 83: Whitcomb & Prospect 75 HCM 2010 Signalized Intersection Summary 93: Whitcomb & Prospect long total pm split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 910 5 45 1265 235 5 5 25 375 5 200 Future Volume (veh/h) 45 910 5 45 1265 235 5 5 25 375 5 200 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 0.97 1.00 1.00 1.00 0.95 1.00 0.99 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 1824 1863 1863 1900 1900 1937 1824 1900 1863 1937 Adj Flow Rate, veh/h 47 958 4 47 1332 236 5 5 1 395 5 37 Adj No. of Lanes 120120010011 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 156 2202 9 332 1834 321 34 34 7 416 5 388 Arrive On Green 0.61 0.61 0.61 0.61 0.61 0.61 0.04 0.04 0.04 0.24 0.24 0.24 Sat Flow, veh/h 326 3614 15 581 3009 527 843 843 169 1753 22 1634 Grp Volume(v), veh/h 47 469 493 47 777 791 11 0 0 400 0 37 Grp Sat Flow(s),veh/h/ln 326 1770 1860 581 1770 1767 1854 0 0 1775 0 1634 Q Serve(g_s), s 14.3 16.9 16.9 5.6 36.7 38.0 0.7 0.0 0.0 26.6 0.0 2.1 Cycle Q Clear(g_c), s 52.3 16.9 16.9 22.5 36.7 38.0 0.7 0.0 0.0 26.6 0.0 2.1 Prop In Lane 1.00 0.01 1.00 0.30 0.45 0.09 0.99 1.00 Lane Grp Cap(c), veh/h 156 1078 1133 332 1078 1076 75 0 0 422 0 388 V/C Ratio(X) 0.30 0.44 0.44 0.14 0.72 0.73 0.15 0.00 0.00 0.95 0.00 0.10 Avail Cap(c_a), veh/h 156 1078 1133 332 1078 1076 332 0 0 422 0 388 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 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 35.1 12.5 12.5 18.4 16.3 16.6 55.5 0.0 0.0 45.0 0.0 35.7 Incr Delay (d2), s/veh 4.9 1.3 1.2 0.9 4.2 4.5 0.9 0.0 0.0 31.0 0.0 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 1.5 8.6 9.0 1.0 18.9 19.8 0.4 0.0 0.0 16.6 0.0 1.0 LnGrp Delay(d),s/veh 40.0 13.7 13.7 19.3 20.5 21.0 56.4 0.0 0.0 76.0 0.0 35.8 LnGrp LOS D B B B C C E E D Approach Vol, veh/h 1009 1615 11 437 Approach Delay, s/veh 14.9 20.7 56.4 72.6 Approach LOS B C E E Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 33.0 77.6 9.4 77.6 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 27.5 55.5 20.5 55.5 Max Q Clear Time (g_c+I1), s 28.6 54.3 2.7 40.0 Green Ext Time (p_c), s 0.0 1.1 0.0 10.3 Intersection Summary HCM 2010 Ctrl Delay 26.3 HCM 2010 LOS C Notes 76 Timing Report, Sorted By Phase 93: Whitcomb & Prospect long total pm split nb/sb City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 3 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode None C-Max None C-Max Maximum Split (s) 33 61 26 61 Maximum Split (%) 27.5% 50.8% 21.7% 50.8% Minimum Split (s) 25.5 22.5 25.5 22.5 Yellow Time (s) 4434 All-Red Time (s) 1.5 1.5 2.5 1.5 Minimum Initial (s) 7 10 7 10 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 13 10 13 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 5.5 64.5 38.5 64.5 End Time (s) 38.5 5.5 64.5 5.5 Yield/Force Off (s) 33 0 59 0 Yield/Force Off 170(s) 20 110 46 110 Local Start Time (s) 5.5 64.5 38.5 64.5 Local Yield (s) 33 0 59 0 Local Yield 170(s) 20 110 46 110 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 120 Offset: 0 (0%), Referenced to phase 4:EBTL and 8:WBTL, Start of Yellow Splits and Phases: 93: Whitcomb & Prospect 77 HCM 2010 Signalized Intersection Summary 116: Shields & Lake long total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 65 80 1350 195 155 910 Future Volume (veh/h) 65 80 1350 195 155 910 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 0.94 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1900 1863 1863 Adj Flow Rate, veh/h 68 0 1421 196 163 958 Adj No. of Lanes 112012 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222 Cap, veh/h 104 93 2459 334 392 3058 Arrive On Green 0.06 0.00 1.00 1.00 0.09 1.00 Sat Flow, veh/h 1774 1583 3199 422 1774 3632 Grp Volume(v), veh/h 68 0 801 816 163 958 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1759 1774 1770 Q Serve(g_s), s 4.1 0.0 0.0 0.0 1.7 0.0 Cycle Q Clear(g_c), s 4.1 0.0 0.0 0.0 1.7 0.0 Prop In Lane 1.00 1.00 0.24 1.00 Lane Grp Cap(c), veh/h 104 93 1401 1392 392 3058 V/C Ratio(X) 0.65 0.00 0.57 0.59 0.42 0.31 Avail Cap(c_a), veh/h 331 295 1401 1392 521 3058 HCM Platoon Ratio 1.00 1.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.76 0.76 0.86 0.86 Uniform Delay (d), s/veh 50.7 0.0 0.0 0.0 1.3 0.0 Incr Delay (d2), s/veh 6.7 0.0 1.3 1.4 0.6 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 0.0 0.5 0.5 0.8 0.1 LnGrp Delay(d),s/veh 57.4 0.0 1.3 1.4 1.9 0.2 LnGrp LOS E AAAA Approach Vol, veh/h 68 1617 1121 Approach Delay, s/veh 57.4 1.3 0.5 Approach LOS E A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 99.0 8.0 91.1 11.0 Change Period (Y+Rc), s 5.0 4.0 5.0 5.5 Max Green Setting (Gmax), s 80.0 12.0 64.0 19.5 Max Q Clear Time (g_c+I1), s 2.0 3.7 2.0 6.1 Green Ext Time (p_c), s 19.9 0.3 19.2 0.1 Intersection Summary HCM 2010 Ctrl Delay 2.4 HCM 2010 LOS A 78 Timing Report, Sorted By Phase 116: Shields & Lake long total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 10 Phase Number 2568 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 85 16 69 25 Maximum Split (%) 77.3% 14.5% 62.7% 22.7% Minimum Split (s) 17 11 23.5 24.5 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 1 1.5 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 11 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 81 81 97 56 End Time (s) 56 97 56 81 Yield/Force Off (s) 51 93 51 75.5 Yield/Force Off 170(s) 51 93 40 63.5 Local Start Time (s) 25 25 41 0 Local Yield (s) 105 37 105 19.5 Local Yield 170(s) 105 37 94 7.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 56 (51%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 116: Shields & Lake 79 HCM 2010 Signalized Intersection Summary 116: Shields & Lake Long Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 190 225 1440 150 170 1640 Future Volume (veh/h) 190 225 1440 150 170 1640 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 0.96 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1824 1863 1863 Adj Flow Rate, veh/h 200 121 1516 151 179 1726 Adj No. of Lanes 112012 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222 Cap, veh/h 248 222 2313 228 362 2793 Arrive On Green 0.14 0.14 1.00 1.00 0.07 1.00 Sat Flow, veh/h 1774 1583 3336 320 1774 3632 Grp Volume(v), veh/h 200 121 820 847 179 1726 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1792 1774 1770 Q Serve(g_s), s 13.1 8.5 0.0 0.0 3.0 0.0 Cycle Q Clear(g_c), s 13.1 8.5 0.0 0.0 3.0 0.0 Prop In Lane 1.00 1.00 0.18 1.00 Lane Grp Cap(c), veh/h 248 222 1263 1279 362 2793 V/C Ratio(X) 0.81 0.55 0.65 0.66 0.50 0.62 Avail Cap(c_a), veh/h 347 310 1263 1279 390 2793 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.33 1.33 Upstream Filter(I) 1.00 1.00 0.51 0.51 0.28 0.28 Uniform Delay (d), s/veh 50.0 48.1 0.0 0.0 3.2 0.0 Incr Delay (d2), s/veh 9.1 2.1 1.3 1.4 0.3 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.1 3.9 0.5 0.5 1.4 0.1 LnGrp Delay(d),s/veh 59.1 50.1 1.3 1.4 3.5 0.3 LnGrp LOS E D AAAA Approach Vol, veh/h 321 1667 1905 Approach Delay, s/veh 55.8 1.4 0.6 Approach LOS E A A Timer 12345678 Assigned Phs 2 5 6 8 Phs Duration (G+Y+Rc), s 98.7 9.1 89.6 21.3 Change Period (Y+Rc), s 5.0 4.0 5.0 5.5 Max Green Setting (Gmax), s 87.0 7.0 76.0 22.5 Max Q Clear Time (g_c+I1), s 2.0 5.0 2.0 15.1 Green Ext Time (p_c), s 39.2 0.1 37.1 0.7 Intersection Summary HCM 2010 Ctrl Delay 5.5 HCM 2010 LOS A 80 Timing Report, Sorted By Phase 116: Shields & Lake Long Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 9 Phase Number 2568 Movement SBTL SBL NBT WBL Lead/Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 92 11 81 28 Maximum Split (%) 76.7% 9.2% 67.5% 23.3% Minimum Split (s) 17 11 23.5 24.5 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 1 1.5 2.5 Minimum Initial (s) 10 4 10 4 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7 7 Flash Dont Walk (s) 11 12 Dual Entry Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 33 33 44 5 End Time (s) 5 44 5 33 Yield/Force Off (s) 0 40 0 27.5 Yield/Force Off 170(s) 0 40 109 15.5 Local Start Time (s) 28 28 39 0 Local Yield (s) 115 35 115 22.5 Local Yield 170(s) 115 35 104 10.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 5 (4%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 116: Shields & Lake 81 HCM 2010 TWSC 4: Site Access & Lake long total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 2.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 365 20 15 75 65 55 Future Vol, veh/h 365 20 15 75 65 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 384 21 16 79 68 58 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 405 0 506 395 Stage 1 - - - - 395 - Stage 2 - - - - 111 - 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 - - 1154 - 526 654 Stage 1 - - - - 681 - Stage 2 - - - - 914 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1154 - 518 654 Mov Cap-2 Maneuver - - - - 518 - Stage 1 - - - - 681 - Stage 2 - - - - 900 - Approach EB WB NB HCM Control Delay, s 0 1.4 13.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 573 - - 1154 - HCM Lane V/C Ratio 0.22 - - 0.014 - HCM Control Delay (s) 13.1 - - 8.2 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.8 - - 0 - 82 HCM 2010 TWSC 7: Site Access & Lake Long Total PM City of Fort Collins Signal Timing 4:30 pm 08/09/2012 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 3.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 200 120 95 365 65 55 Future Vol, veh/h 200 120 95 365 65 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 211 126 100 384 68 58 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 337 0 858 274 Stage 1 - - - - 274 - Stage 2 - - - - 584 - Critical Hdwy - - 4.12 - 7.12 6.22 Critical Hdwy Stg 1 - - - - 6.12 - Critical Hdwy Stg 2 - - - - 6.12 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1222 - 277 765 Stage 1 - - - - 732 - Stage 2 - - - - 498 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1222 - 255 765 Mov Cap-2 Maneuver - - - - 255 - Stage 1 - - - - 732 - Stage 2 - - - - 446 - Approach EB WB NB HCM Control Delay, s 0 1.7 19.9 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 367 - - 1222 - HCM Lane V/C Ratio 0.344 - - 0.082 - HCM Control Delay (s) 19.9 - - 8.2 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 1.5 - - 0.3 - 83 APPENDIX H 84 SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES 85 Pedestrian LOS Worksheet Project Location Classification: Pedestrian District 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 CSU Campus Institutional Minimum A A B A A 1 Actual A A A A A Proposed A A A A A Neighborhood to the west Residential Minimum A A B A A 2 Actual A D B A A Proposed A D B A A Neighborhood to the southwest Residential Minimum A A B A A 3 Actual C D B A A Proposed C D B A A Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 86 SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES 87 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B B Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification 1 CSU Campus Institutional C A A 2 3 4 88