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OLD TOWN NORTH, 3RD FILING - PDP - PDP160017 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)
APPENDIX A 1 2 3 4 5 6 APPENDIX B 7 8 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/3/2016 Observer: Vicky Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Redwood/Cajetan S = straight L = left turn Time Northbound: Redwood Southbound: Redwood Total Eastbound: Cajetan Westbound: Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 34 7 28 1 29 36 013 13 0 13 49 7:45 25 7 14 0 14 21 0880 829 8:00 78 15 10 0 10 25 0770 732 8:15 712 19 11 0 11 30 0330 333 7:30-8:30 19 29 0 48 0 63 1 64 112 0031 31 000 0 31 143 PHF 0.68 0.6 n/a 0.63 n/a 0.56 0.25 0.55 n/a n/a 0.6 0.6 n/a n/a n/a n/a 0.73 4:30 10 10 20 21 1 22 42 0440 446 4:45 912 21 10 0 10 31 0220 233 5:00 620 26 14 0 14 40 0990 949 5:15 10 32 42 16 0 16 58 0440 462 4:30-5:30 35 74 0 109 0 61 1 62 171 0019 19 000 0 19 190 PHF 0.88 0.58 n/a 0.65 n/a 0.73 0.25 0.7 n/a n/a 0.53 0.53 n/a n/a n/a n/a 0.77 10 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/4/2016 Observer: Vicky Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Vine-Jerome S = straight L = left turn Time Northbound: Southbound: Jerome Total Eastbound: Vine Westbound: Vine Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 012 12 12 264 66 68 0 68 134 146 7:45 0 268 8 254 56 62 1 63 119 127 8:00 0 189 9 651 57 77 1 78 135 144 8:15 0 418 22 22 442 46 46 0 46 92 114 7:30-8:30 0 0 0 0 7 0 44 51 51 14 211 0 225 0 253 2 255 480 531 PHF n/a n/a n/a n/a 0.44 n/a 0.61 0.58 0.58 0.82 n/a 0.85 n/a 0.82 0.5 0.82 0.91 4:30 0 115 16 16 13 67 80 62 0 62 142 158 4:45 0 015 15 15 10 65 75 57 1 58 133 148 5:00 0 010 10 10 769 76 69 1 70 146 156 5:15 0 279 9 880 88 67 0 67 155 164 4:30-5:30 0 0 0 0 3 0 47 50 50 38 281 0 319 0 255 2 257 576 626 PHF n/a n/a n/a n/a 0.38 n/a 0.78 0.78 0.73 0.88 n/a 0.91 n/a 0.92 0.5 0.92 0.95 11 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/10/2016 Observer: Vicky Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Vine/Linden-Redwood S = straight L = left turn Time Northbound: Linden Southbound: Redwood Total Eastbound: Vine Westbound: Vine Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 626 14 474 15 29 3467 56 11 63 4 78 134 163 7:45 748 19 7118 26 45 4506 60 14 56 5 75 135 180 8:00 9411 24 10 13 10 33 57 6499 64 26 54 6 86 150 207 8:15 8510 23 8116 25 48 3419 53 16 47 6 69 122 170 7:30-8:30 30 15 35 80 29 42 28 99 179 16 186 31 233 67 220 21 308 541 720 PHF 0.83 0.75 0.8 0.83 0.73 0.81 0.7 0.75 0.67 0.93 0.86 0.91 0.64 0.87 0.88 0.9 0.87 4:30 71720 44 2108 20 64 5718 84 11 34 8 53 137 201 4:45 13 12 27 52 287 17 69 67411 91 13 38 10 61 152 221 5:00 17 12 26 55 4129 25 80 57917 101 12 37 11 60 161 241 5:15 17 8 19 44 197 17 61 46210 76 10 41 6 57 133 194 4:30-5:30 54 49 92 195 9 39 31 79 274 20 286 46 352 46 150 35 231 583 857 PHF 0.79 0.72 0.85 0.89 0.56 0.81 0.86 0.79 0.83 0.91 0.68 0.87 0.88 0.91 0.8 0.95 0.89 12 APPENDIX C 13 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 9 147 84 127 246 119 39 304 56 58 558 25 Future Volume (veh/h) 9 147 84 127 246 119 39 304 56 58 558 25 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 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 1829 1824 1863 1827 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 10 171 76 148 286 122 45 353 59 67 649 28 Adj No. of Lanes 110110010010 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 255255222222 Cap, veh/h 99 201 89 211 258 110 114 868 140 116 1058 45 Arrive On Green 0.02 0.17 0.17 0.06 0.21 0.21 1.00 1.00 1.00 0.65 0.65 0.65 Sat Flow, veh/h 1774 1191 530 1774 1206 514 119 1327 214 123 1618 68 Grp Volume(v), veh/h 10 0 247 148 0 408 457 0 0 744 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1721 1774 0 1720 1660 0 0 1810 0 0 Q Serve(g_s), s 0.5 0.0 15.3 7.0 0.0 23.5 0.0 0.0 0.0 8.7 0.0 0.0 Cycle Q Clear(g_c), s 0.5 0.0 15.3 7.0 0.0 23.5 0.0 0.0 0.0 25.1 0.0 0.0 Prop In Lane 1.00 0.31 1.00 0.30 0.10 0.13 0.09 0.04 Lane Grp Cap(c), veh/h 99 0 290 211 0 367 1122 0 0 1219 0 0 V/C Ratio(X) 0.10 0.00 0.85 0.70 0.00 1.11 0.41 0.00 0.00 0.61 0.00 0.00 Avail Cap(c_a), veh/h 178 0 321 211 0 367 1122 0 0 1219 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.95 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 38.1 0.0 44.4 36.3 0.0 43.3 0.0 0.0 0.0 10.8 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 17.9 9.8 0.0 80.3 1.0 0.0 0.0 2.3 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 0.3 0.0 8.7 1.6 0.0 19.3 0.3 0.0 0.0 13.6 0.0 0.0 LnGrp Delay(d),s/veh 38.5 0.0 62.3 46.1 0.0 123.6 1.0 0.0 0.0 13.1 0.0 0.0 LnGrp LOS D E D F A B Approach Vol, veh/h 257 556 457 744 Approach Delay, s/veh 61.4 102.9 1.0 13.1 Approach LOS E F A B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 76.0 11.0 23.0 76.0 6.1 28.0 Change Period (Y+Rc), s * 5 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s * 70 6.0 19.5 69.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 27.1 9.0 17.3 2.0 2.5 25.5 Green Ext Time (p_c), s 5.8 0.0 0.2 5.8 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 41.3 HCM 2010 LOS D Notes 14 Timing Report, Sorted By Phase 1: Lemay & Vine Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 74 11 25 74 11 25 Maximum Split (%) 67.3% 10.0% 22.7% 67.3% 10.0% 22.7% Minimum Split (s) 21.5 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 All-Red Time (s) 1 2 1.5 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 83 47 58 83 47 58 End Time (s) 47 58 83 47 58 83 Yield/Force Off (s) 42.5 53 77.5 42 53 77.5 Yield/Force Off 170(s) 32.5 53 67.5 32 53 67.5 Local Start Time (s) 41 5 16 41 5 16 Local Yield (s) 0.5 11 35.5 0 11 35.5 Local Yield 170(s) 100.5 11 25.5 100 11 25.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 15 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 16 276 104 101 205 135 64 702 207 109 470 40 Future Volume (veh/h) 16 276 104 101 205 135 64 702 207 109 470 40 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 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 1824 1824 1863 1830 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 17 288 96 105 214 122 67 731 208 114 490 40 Adj No. of Lanes 110110010010 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 255255222222 Cap, veh/h 112 222 74 163 224 128 102 1015 283 216 914 72 Arrive On Green 0.02 0.17 0.17 0.06 0.21 0.21 1.00 1.00 1.00 0.81 0.81 0.81 Sat Flow, veh/h 1774 1301 434 1774 1084 618 87 1256 350 223 1130 90 Grp Volume(v), veh/h 17 0 384 105 0 336 1006 0 0 644 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1734 1774 0 1702 1693 0 0 1443 0 0 Q Serve(g_s), s 0.9 0.0 20.5 5.7 0.0 23.4 0.0 0.0 0.0 4.0 0.0 0.0 Cycle Q Clear(g_c), s 0.9 0.0 20.5 5.7 0.0 23.4 0.0 0.0 0.0 13.3 0.0 0.0 Prop In Lane 1.00 0.25 1.00 0.36 0.07 0.21 0.18 0.06 Lane Grp Cap(c), veh/h 112 0 296 163 0 351 1401 0 0 1202 0 0 V/C Ratio(X) 0.15 0.00 1.30 0.64 0.00 0.96 0.72 0.00 0.00 0.54 0.00 0.00 Avail Cap(c_a), veh/h 175 0 296 163 0 351 1401 0 0 1202 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.74 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 40.9 0.0 49.8 38.4 0.0 47.1 0.0 0.0 0.0 3.4 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 155.9 8.3 0.0 37.7 2.4 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 0.5 0.0 22.6 3.1 0.0 14.7 0.9 0.0 0.0 6.8 0.0 0.0 LnGrp Delay(d),s/veh 41.6 0.0 205.6 46.6 0.0 84.8 2.4 0.0 0.0 5.1 0.0 0.0 LnGrp LOS D F D F A A Approach Vol, veh/h 401 441 1006 644 Approach Delay, s/veh 198.7 75.7 2.4 5.1 Approach LOS F E A A Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 101.5 11.0 25.0 101.5 6.7 29.3 Change Period (Y+Rc), s * 5 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s * 80 6.0 19.5 79.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 15.3 7.7 22.5 2.0 2.9 25.4 Green Ext Time (p_c), s 44.7 0.0 0.0 50.5 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 47.6 HCM 2010 LOS D Notes 16 Timing Report, Sorted By Phase 1: Lemay & Vine recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 84 11 25 84 11 25 Maximum Split (%) 70.0% 9.2% 20.8% 70.0% 9.2% 20.8% Minimum Split (s) 21.5 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 All-Red Time (s) 1 2 1.5 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 636636 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 49 13 24 49 13 24 End Time (s) 13 24 49 13 24 49 Yield/Force Off (s) 8.5 19 43.5 8 19 43.5 Yield/Force Off 170(s) 118.5 19 33.5 118 19 33.5 Local Start Time (s) 36 0 11 36 0 11 Local Yield (s) 115.5 6 30.5 115 6 30.5 Local Yield 170(s) 105.5 6 20.5 105 6 20.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 110 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Lemay & Vine 17 HCM 2010 TWSC 2: Linden/Redwood & Vine Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 16 186 31 67 220 21 30 15 35 29 42 28 Future Vol, veh/h 16 186 31 67 220 21 30 15 35 29 42 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 19 219 36 79 259 25 35 18 41 34 49 33 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 284 0 0 255 0 0 745 716 237 733 722 271 Stage 1 - - - - - - 275 275 - 429 429 - Stage 2 - - - - - - 470 441 - 304 293 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1278 - - 1310 - - 330 356 802 336 353 768 Stage 1 - - - - - - 731 683 - 604 584 - Stage 2 - - - - - - 574 577 - 705 670 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1278 - - 1310 - - 260 325 802 285 322 768 Mov Cap-2 Maneuver - - - - - - 260 325 - 285 322 - Stage 1 - - - - - - 719 671 - 594 542 - Stage 2 - - - - - - 463 535 - 640 659 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.7 17.1 19.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 390 1278 - - 1310 - - 369 HCM Lane V/C Ratio 0.241 0.015 - - 0.06 - - 0.316 HCM Control Delay (s) 17.1 7.9 0 - 7.9 0 - 19.2 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 0.9 0 - - 0.2 - - 1.3 18 Lanes and Geometrics 2: Linden/Redwood & Vine Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.982 0.991 0.941 0.962 Flt Protected 0.997 0.989 0.982 0.986 Satd. Flow (prot) 0 1824 0 0 1826 0 0 1721 0 0 1767 0 Flt Permitted 0.997 0.989 0.982 0.986 Satd. Flow (perm) 0 1824 0 0 1826 0 0 1721 0 0 1767 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 276 2829 784 1382 Travel Time (s) 5.4 55.1 17.8 31.4 Intersection Summary Area Type: Other 19 HCM 2010 TWSC 2: Linden/Redwood & Vine recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 7.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 20 286 46 46 150 35 54 49 92 9 39 31 Future Vol, veh/h 20 286 46 46 150 35 54 49 92 9 39 31 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 22 318 51 51 167 39 60 54 102 10 43 34 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 206 0 0 369 0 0 715 696 343 754 701 186 Stage 1 - - - - - - 388 388 - 288 288 - Stage 2 - - - - - - 327 308 - 466 413 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1365 - - 1190 - - 346 365 700 326 363 856 Stage 1 - - - - - - 636 609 - 720 674 - Stage 2 - - - - - - 686 660 - 577 594 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1365 - - 1190 - - 284 340 700 232 338 856 Mov Cap-2 Maneuver - - - - - - 284 340 - 232 338 - Stage 1 - - - - - - 623 597 - 706 641 - Stage 2 - - - - - - 584 628 - 439 582 - Approach EB WB NB SB HCM Control Delay, s 0.4 1.6 22.4 16 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 419 1365 - - 1190 - - 415 HCM Lane V/C Ratio 0.517 0.016 - - 0.043 - - 0.212 HCM Control Delay (s) 22.4 7.7 0 - 8.2 0 - 16 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 2.9 0.1 - - 0.1 - - 0.8 20 Lanes and Geometrics 2: Linden/Redwood & Vine recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.982 0.980 0.936 0.947 Flt Protected 0.997 0.990 0.986 0.994 Satd. Flow (prot) 0 1824 0 0 1807 0 0 1719 0 0 1753 0 Flt Permitted 0.997 0.990 0.986 0.994 Satd. Flow (perm) 0 1824 0 0 1807 0 0 1719 0 0 1753 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 246 2859 579 1421 Travel Time (s) 4.8 55.7 13.2 32.3 Intersection Summary Area Type: Other 21 HCM 2010 TWSC 3: Vine & Jerome Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 14 211 253 2 7 44 Future Vol, veh/h 14 211 253 2 7 44 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 100 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 16 248 298 2 8 52 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 300 0 - 0 580 299 Stage 1 - - - - 299 - Stage 2 - - - - 281 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1261 - - - 477 741 Stage 1 - - - - 752 - Stage 2 - - - - 767 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1261 - - - 470 741 Mov Cap-2 Maneuver - - - - 470 - Stage 1 - - - - 752 - Stage 2 - - - - 755 - Approach EB WB SB HCM Control Delay, s 0.5 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1261 - - - 470 741 HCM Lane V/C Ratio 0.013 - - - 0.018 0.07 HCM Control Delay (s) 7.9 0 - - 12.8 10.2 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0 - - - 0.1 0.2 22 Lanes and Geometrics 3: Vine & Jerome Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 100 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.850 Flt Protected 0.997 0.950 Satd. Flow (prot) 0 1857 1861 0 1770 1583 Flt Permitted 0.997 0.950 Satd. Flow (perm) 0 1857 1861 0 1770 1583 Link Speed (mph) 35 35 30 Link Distance (ft) 1017 1179 763 Travel Time (s) 19.8 23.0 17.3 Intersection Summary Area Type: Other 23 HCM 2010 TWSC 3: Vine & Jerome recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 38 281 255 2 3 47 Future Vol, veh/h 38 281 255 2 3 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 100 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 42 312 283 2 3 52 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 286 0 - 0 681 284 Stage 1 - - - - 284 - Stage 2 - - - - 397 - 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 1276 - - - 416 755 Stage 1 - - - - 764 - Stage 2 - - - - 679 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1276 - - - 399 755 Mov Cap-2 Maneuver - - - - 399 - Stage 1 - - - - 764 - Stage 2 - - - - 652 - Approach EB WB SB HCM Control Delay, s 0.9 0 10.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1276 - - - 399 755 HCM Lane V/C Ratio 0.033 - - - 0.008 0.069 HCM Control Delay (s) 7.9 0 - - 14.1 10.1 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0.1 - - - 0 0.2 24 Lanes and Geometrics 3: Vine & Jerome recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 100 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.850 Flt Protected 0.994 0.950 Satd. Flow (prot) 0 1852 1861 0 1770 1583 Flt Permitted 0.994 0.950 Satd. Flow (perm) 0 1852 1861 0 1770 1583 Link Speed (mph) 35 35 30 Link Distance (ft) 1180 1016 1064 Travel Time (s) 23.0 19.8 24.2 Intersection Summary Area Type: Other 25 HCM 2010 TWSC 4: Redwood & Catjetan Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 0 31 19 29 63 1 Future Vol, veh/h 0 31 19 29 63 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 36 22 34 74 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 154 75 75 0 - 0 Stage 1 75 - - - - - Stage 2 79 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 838 986 1524 - - - Stage 1 948 - - - - - Stage 2 944 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 825 986 1524 - - - Mov Cap-2 Maneuver 825 - - - - - Stage 1 948 - - - - - Stage 2 930 - - - - - Approach EB NB SB HCM Control Delay, s 8.8 2.9 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1524 - 986 - - HCM Lane V/C Ratio 0.015 - 0.037 - - HCM Control Delay (s) 7.4 0 8.8 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - 26 Lanes and Geometrics 4: Redwood & Catjetan Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.998 Flt Protected 0.981 Satd. Flow (prot) 1611 0 0 1827 1859 0 Flt Permitted 0.981 Satd. Flow (perm) 1611 0 0 1827 1859 0 Link Speed (mph) 30 30 30 Link Distance (ft) 1194 1382 843 Travel Time (s) 27.1 31.4 19.2 Intersection Summary Area Type: Other 27 HCM 2010 TWSC 4: Redwood & Cajetan recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 2.2 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 0 19 35 74 61 1 Future Vol, veh/h 0 19 35 74 61 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 21 39 82 68 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 228 68 69 0 - 0 Stage 1 68 - - - - - Stage 2 160 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 760 995 1532 - - - Stage 1 955 - - - - - Stage 2 869 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 739 995 1532 - - - Mov Cap-2 Maneuver 739 - - - - - Stage 1 955 - - - - - Stage 2 846 - - - - - Approach EB NB SB HCM Control Delay, s 8.7 2.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1532 - 995 - - HCM Lane V/C Ratio 0.025 - 0.021 - - HCM Control Delay (s) 7.4 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - 28 Lanes and Geometrics 4: Redwood & Cajetan recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.865 0.998 Flt Protected 0.984 Satd. Flow (prot) 1611 0 0 1833 1859 0 Flt Permitted 0.984 Satd. Flow (perm) 1611 0 0 1833 1859 0 Link Speed (mph) 30 30 30 Link Distance (ft) 626 1421 1107 Travel Time (s) 14.2 32.3 25.2 Intersection Summary Area Type: Other 29 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 30 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 31 APPENDIX D 32 33 34 35 36 37 38 39 40 41 APPENDIX E 42 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 92 VPH AM 600 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 657 VPH NB PM 228 VPH SB AM 133 VPH SB PM 100 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2021) TOTAL PEAK HOUR WARRANT AT VINE/LINDEN-REDWOOD MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 92 VPH AM 600 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 657 VPH NB PM 228 VPH SB AM 133 VPH SB PM 100 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 92 VPH AM 600 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 657 VPH NB PM 228 VPH APPENDIX F 44 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 9 154 88 133 259 125 41 320 59 61 586 26 Future Volume (veh/h) 9 154 88 133 259 125 41 320 59 61 586 26 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 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 1828 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 10 179 80 155 301 129 48 372 63 71 681 29 Adj No. of Lanes 110110010010 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 255255222222 Cap, veh/h 99 208 93 210 265 113 113 848 139 117 1042 43 Arrive On Green 0.02 0.17 0.17 0.06 0.22 0.22 1.00 1.00 1.00 0.65 0.65 0.65 Sat Flow, veh/h 1774 1189 531 1774 1204 516 118 1309 214 126 1609 67 Grp Volume(v), veh/h 10 0 259 155 0 430 483 0 0 781 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1721 1774 0 1720 1641 0 0 1802 0 0 Q Serve(g_s), s 0.5 0.0 16.1 7.0 0.0 24.2 0.0 0.0 0.0 12.9 0.0 0.0 Cycle Q Clear(g_c), s 0.5 0.0 16.1 7.0 0.0 24.2 0.0 0.0 0.0 28.2 0.0 0.0 Prop In Lane 1.00 0.31 1.00 0.30 0.10 0.13 0.09 0.04 Lane Grp Cap(c), veh/h 99 0 301 210 0 378 1099 0 0 1203 0 0 V/C Ratio(X) 0.10 0.00 0.86 0.74 0.00 1.14 0.44 0.00 0.00 0.65 0.00 0.00 Avail Cap(c_a), veh/h 178 0 321 210 0 378 1099 0 0 1203 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.95 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 37.7 0.0 44.1 36.7 0.0 42.9 0.0 0.0 0.0 11.6 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 19.6 12.7 0.0 89.0 1.2 0.0 0.0 2.7 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 0.3 0.0 9.3 2.0 0.0 20.8 0.4 0.0 0.0 15.2 0.0 0.0 LnGrp Delay(d),s/veh 38.1 0.0 63.7 49.4 0.0 131.9 1.2 0.0 0.0 14.3 0.0 0.0 LnGrp LOS D E D F A B Approach Vol, veh/h 269 585 483 781 Approach Delay, s/veh 62.8 110.0 1.2 14.3 Approach LOS E F A B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 75.3 11.0 23.7 75.3 6.1 28.7 Change Period (Y+Rc), s * 5 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s * 70 6.0 19.5 69.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 30.2 9.0 18.1 2.0 2.5 26.2 Green Ext Time (p_c), s 6.3 0.0 0.2 6.4 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 43.9 HCM 2010 LOS D Notes 45 Timing Report, Sorted By Phase 1: Lemay & Vine Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 74 11 25 74 11 25 Maximum Split (%) 67.3% 10.0% 22.7% 67.3% 10.0% 22.7% Minimum Split (s) 21.5 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 All-Red Time (s) 1 2 1.5 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 83 47 58 83 47 58 End Time (s) 47 58 83 47 58 83 Yield/Force Off (s) 42.5 53 77.5 42 53 77.5 Yield/Force Off 170(s) 32.5 53 67.5 32 53 67.5 Local Start Time (s) 41 5 16 41 5 16 Local Yield (s) 0.5 11 35.5 0 11 35.5 Local Yield 170(s) 100.5 11 25.5 100 11 25.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 46 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 17 290 109 106 215 142 67 738 218 115 494 42 Future Volume (veh/h) 17 290 109 106 215 142 67 738 218 115 494 42 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 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 1824 1824 1863 1830 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 18 302 102 110 224 129 70 769 219 120 515 42 Adj No. of Lanes 110110010010 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 255255222222 Cap, veh/h 101 221 75 163 222 128 102 1012 282 212 899 71 Arrive On Green 0.02 0.17 0.17 0.06 0.21 0.21 1.00 1.00 1.00 0.81 0.81 0.81 Sat Flow, veh/h 1774 1296 438 1774 1080 622 87 1252 349 219 1112 88 Grp Volume(v), veh/h 18 0 404 110 0 353 1058 0 0 677 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1734 1774 0 1702 1688 0 0 1419 0 0 Q Serve(g_s), s 1.0 0.0 20.5 6.0 0.0 24.7 0.0 0.0 0.0 5.9 0.0 0.0 Cycle Q Clear(g_c), s 1.0 0.0 20.5 6.0 0.0 24.7 0.0 0.0 0.0 15.2 0.0 0.0 Prop In Lane 1.00 0.25 1.00 0.37 0.07 0.21 0.18 0.06 Lane Grp Cap(c), veh/h 101 0 296 163 0 350 1397 0 0 1183 0 0 V/C Ratio(X) 0.18 0.00 1.36 0.67 0.00 1.01 0.76 0.00 0.00 0.57 0.00 0.00 Avail Cap(c_a), veh/h 163 0 296 163 0 350 1397 0 0 1183 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.74 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 41.1 0.0 49.8 38.5 0.0 47.7 0.0 0.0 0.0 3.5 0.0 0.0 Incr Delay (d2), s/veh 0.8 0.0 184.1 10.3 0.0 50.1 2.9 0.0 0.0 2.0 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 0.5 0.0 24.9 3.4 0.0 16.5 1.1 0.0 0.0 7.6 0.0 0.0 LnGrp Delay(d),s/veh 41.9 0.0 233.8 48.8 0.0 97.8 2.9 0.0 0.0 5.5 0.0 0.0 LnGrp LOS D F D F A A Approach Vol, veh/h 422 463 1058 677 Approach Delay, s/veh 225.7 86.2 2.9 5.5 Approach LOS F F A A Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 101.5 11.0 25.0 101.5 6.8 29.2 Change Period (Y+Rc), s * 5 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s * 80 6.0 19.5 79.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 17.2 8.0 22.5 2.0 3.0 26.7 Green Ext Time (p_c), s 47.0 0.0 0.0 54.9 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 54.2 HCM 2010 LOS D Notes 47 Timing Report, Sorted By Phase 1: Lemay & Vine Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 84 11 25 84 11 25 Maximum Split (%) 70.0% 9.2% 20.8% 70.0% 9.2% 20.8% Minimum Split (s) 21.5 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 All-Red Time (s) 1 2 1.5 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 636636 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 49 13 24 49 13 24 End Time (s) 13 24 49 13 24 49 Yield/Force Off (s) 8.5 19 43.5 8 19 43.5 Yield/Force Off 170(s) 118.5 19 33.5 118 19 33.5 Local Start Time (s) 36 0 11 36 0 11 Local Yield (s) 115.5 6 30.5 115 6 30.5 Local Yield 170(s) 105.5 6 20.5 105 6 20.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 140 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Lemay & Vine 48 HCM 2010 TWSC 2: Linden/Redwood & Vine Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 18 205 34 74 243 23 33 17 39 32 46 31 Future Vol, veh/h 18 205 34 74 243 23 33 17 39 32 46 31 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 241 40 87 286 27 39 20 46 38 54 36 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 313 0 0 281 0 0 823 791 261 810 798 299 Stage 1 - - - - - - 304 304 - 474 474 - Stage 2 - - - - - - 519 487 - 336 324 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1247 - - 1282 - - 292 322 778 298 319 741 Stage 1 - - - - - - 705 663 - 571 558 - Stage 2 - - - - - - 540 550 - 678 650 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1247 - - 1282 - - 220 290 778 245 287 741 Mov Cap-2 Maneuver - - - - - - 220 290 - 245 287 - Stage 1 - - - - - - 691 650 - 560 512 - Stage 2 - - - - - - 422 505 - 606 637 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.7 20 22.8 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 344 1247 - - 1282 - - 328 HCM Lane V/C Ratio 0.304 0.017 - - 0.068 - - 0.391 HCM Control Delay (s) 20 7.9 0 - 8 0 - 22.8 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 1.3 0.1 - - 0.2 - - 1.8 49 Lanes and Geometrics 2: Linden/Redwood & Vine Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.982 0.991 0.941 0.962 Flt Protected 0.997 0.989 0.982 0.985 Satd. Flow (prot) 0 1824 0 0 1826 0 0 1721 0 0 1765 0 Flt Permitted 0.997 0.989 0.982 0.985 Satd. Flow (perm) 0 1824 0 0 1826 0 0 1721 0 0 1765 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 276 2829 784 1382 Travel Time (s) 5.4 55.1 17.8 31.4 Intersection Summary Area Type: Other 50 HCM 2010 TWSC 2: Linden/Redwood & Vine Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 9.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 22 316 51 51 166 39 60 54 102 10 43 34 Future Vol, veh/h 22 316 51 51 166 39 60 54 102 10 43 34 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 351 57 57 184 43 67 60 113 11 48 38 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 228 0 0 408 0 0 790 769 379 834 776 206 Stage 1 - - - - - - 428 428 - 319 319 - Stage 2 - - - - - - 362 341 - 515 457 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1340 - - 1151 - - 308 332 668 288 328 835 Stage 1 - - - - - - 605 585 - 693 653 - Stage 2 - - - - - - 657 639 - 543 568 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1340 - - 1151 - - 243 306 668 191 302 835 Mov Cap-2 Maneuver - - - - - - 243 306 - 191 302 - Stage 1 - - - - - - 591 572 - 677 616 - Stage 2 - - - - - - 546 603 - 394 555 - Approach EB WB NB SB HCM Control Delay, s 0.4 1.7 30.2 18.2 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 375 1340 - - 1151 - - 369 HCM Lane V/C Ratio 0.64 0.018 - - 0.049 - - 0.262 HCM Control Delay (s) 30.2 7.7 0 - 8.3 0 - 18.2 HCM Lane LOS D A A - A A - C HCM 95th %tile Q(veh) 4.3 0.1 - - 0.2 - - 1 51 Lanes and Geometrics 2: Linden/Redwood & Vine Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.982 0.980 0.936 0.947 Flt Protected 0.997 0.990 0.986 0.994 Satd. Flow (prot) 0 1824 0 0 1807 0 0 1719 0 0 1753 0 Flt Permitted 0.997 0.990 0.986 0.994 Satd. Flow (perm) 0 1824 0 0 1807 0 0 1719 0 0 1753 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 246 2859 579 1421 Travel Time (s) 4.8 55.7 13.2 32.3 Intersection Summary Area Type: Other 52 HCM 2010 TWSC 3: Vine & Jerome Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 15 233 279 2 8 49 Future Vol, veh/h 15 233 279 2 8 49 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 100 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 18 274 328 2 9 58 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 331 0 - 0 638 329 Stage 1 - - - - 329 - Stage 2 - - - - 309 - 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 1228 - - - 441 712 Stage 1 - - - - 729 - Stage 2 - - - - 745 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1228 - - - 434 712 Mov Cap-2 Maneuver - - - - 434 - Stage 1 - - - - 729 - Stage 2 - - - - 732 - Approach EB WB SB HCM Control Delay, s 0.5 0 10.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1228 - - - 434 712 HCM Lane V/C Ratio 0.014 - - - 0.022 0.081 HCM Control Delay (s) 8 0 - - 13.5 10.5 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0 - - - 0.1 0.3 53 Lanes and Geometrics 3: Vine & Jerome Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 100 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.850 Flt Protected 0.997 0.950 Satd. Flow (prot) 0 1857 1861 0 1770 1583 Flt Permitted 0.997 0.950 Satd. Flow (perm) 0 1857 1861 0 1770 1583 Link Speed (mph) 35 35 30 Link Distance (ft) 1017 1179 763 Travel Time (s) 19.8 23.0 17.3 Intersection Summary Area Type: Other 54 HCM 2010 TWSC 3: Vine & Jerome Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 42 310 282 2 3 52 Future Vol, veh/h 42 310 282 2 3 52 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 100 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 47 344 313 2 3 58 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 316 0 - 0 752 314 Stage 1 - - - - 314 - Stage 2 - - - - 438 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1244 - - - 378 726 Stage 1 - - - - 741 - Stage 2 - - - - 651 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1244 - - - 360 726 Mov Cap-2 Maneuver - - - - 360 - Stage 1 - - - - 741 - Stage 2 - - - - 620 - Approach EB WB SB HCM Control Delay, s 1 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1244 - - - 360 726 HCM Lane V/C Ratio 0.038 - - - 0.009 0.08 HCM Control Delay (s) 8 0 - - 15.1 10.4 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0.1 - - - 0 0.3 55 Lanes and Geometrics 3: Vine & Jerome Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 100 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.850 Flt Protected 0.994 0.950 Satd. Flow (prot) 0 1852 1861 0 1770 1583 Flt Permitted 0.994 0.950 Satd. Flow (perm) 0 1852 1861 0 1770 1583 Link Speed (mph) 35 35 30 Link Distance (ft) 1180 1016 1064 Travel Time (s) 23.0 19.8 24.2 Intersection Summary Area Type: Other 56 HCM 2010 TWSC 4: Redwood & Catjetan Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 2.8 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 1 34 21 37 75 1 Future Vol, veh/h 1 34 21 37 75 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - 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 1 40 25 44 88 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 182 89 89 0 - 0 Stage 1 89 - - - - - Stage 2 93 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 807 969 1506 - - - Stage 1 934 - - - - - Stage 2 931 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 793 969 1506 - - - Mov Cap-2 Maneuver 793 - - - - - Stage 1 934 - - - - - Stage 2 915 - - - - - Approach EB NB SB HCM Control Delay, s 8.9 2.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1506 - 963 - - HCM Lane V/C Ratio 0.016 - 0.043 - - HCM Control Delay (s) 7.4 0 8.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - 57 Lanes and Geometrics 4: Redwood & Catjetan Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.868 0.998 Flt Protected 0.999 0.982 Satd. Flow (prot) 1615 0 0 1829 1859 0 Flt Permitted 0.999 0.982 Satd. Flow (perm) 1615 0 0 1829 1859 0 Link Speed (mph) 30 30 30 Link Distance (ft) 1194 1382 843 Travel Time (s) 27.1 31.4 19.2 Intersection Summary Area Type: Other 58 HCM 2010 TWSC 4: Redwood & Cajetan Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 1 21 39 76 66 1 Future Vol, veh/h 1 21 39 76 66 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - 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 1 23 43 84 73 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 245 74 74 0 - 0 Stage 1 74 - - - - - Stage 2 171 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 743 988 1526 - - - Stage 1 949 - - - - - Stage 2 859 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 721 988 1526 - - - Mov Cap-2 Maneuver 721 - - - - - Stage 1 949 - - - - - Stage 2 833 - - - - - Approach EB NB SB HCM Control Delay, s 8.8 2.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1526 - 972 - - HCM Lane V/C Ratio 0.028 - 0.025 - - HCM Control Delay (s) 7.4 0 8.8 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - 59 Lanes and Geometrics 4: Redwood & Cajetan Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.871 0.998 Flt Protected 0.998 0.983 Satd. Flow (prot) 1619 0 0 1831 1859 0 Flt Permitted 0.998 0.983 Satd. Flow (perm) 1619 0 0 1831 1859 0 Link Speed (mph) 30 30 30 Link Distance (ft) 626 1421 1107 Travel Time (s) 14.2 32.3 25.2 Intersection Summary Area Type: Other 60 APPENDIX G 61 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/23/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 9 154 95 133 259 125 43 320 59 61 586 26 Future Volume (veh/h) 9 154 95 133 259 125 43 320 59 61 586 26 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 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 1829 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 10 179 88 155 301 129 50 372 63 71 681 29 Adj No. of Lanes 110110010010 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 255255222222 Cap, veh/h 99 206 101 210 270 116 115 832 136 117 1035 43 Arrive On Green 0.02 0.18 0.18 0.06 0.22 0.22 1.00 1.00 1.00 0.64 0.64 0.64 Sat Flow, veh/h 1774 1150 565 1774 1204 516 123 1294 212 126 1609 67 Grp Volume(v), veh/h 10 0 267 155 0 430 485 0 0 781 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1715 1774 0 1720 1629 0 0 1802 0 0 Q Serve(g_s), s 0.5 0.0 16.6 7.0 0.0 24.7 0.0 0.0 0.0 13.5 0.0 0.0 Cycle Q Clear(g_c), s 0.5 0.0 16.6 7.0 0.0 24.7 0.0 0.0 0.0 28.7 0.0 0.0 Prop In Lane 1.00 0.33 1.00 0.30 0.10 0.13 0.09 0.04 Lane Grp Cap(c), veh/h 99 0 308 210 0 386 1084 0 0 1195 0 0 V/C Ratio(X) 0.10 0.00 0.87 0.74 0.00 1.11 0.45 0.00 0.00 0.65 0.00 0.00 Avail Cap(c_a), veh/h 178 0 320 210 0 386 1084 0 0 1195 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.95 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 37.3 0.0 43.9 36.3 0.0 42.7 0.0 0.0 0.0 11.9 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 21.0 13.0 0.0 80.3 1.3 0.0 0.0 2.8 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 0.3 0.0 9.7 2.0 0.0 20.3 0.4 0.0 0.0 15.5 0.0 0.0 LnGrp Delay(d),s/veh 37.8 0.0 64.8 49.3 0.0 122.9 1.3 0.0 0.0 14.7 0.0 0.0 LnGrp LOS D E D F A B Approach Vol, veh/h 277 585 485 781 Approach Delay, s/veh 63.9 103.4 1.3 14.7 Approach LOS E F A B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 74.8 11.0 24.2 74.8 6.1 29.2 Change Period (Y+Rc), s * 5 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s * 70 6.0 19.5 69.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 30.7 9.0 18.6 2.0 2.5 26.7 Green Ext Time (p_c), s 6.3 0.0 0.1 6.4 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 42.4 HCM 2010 LOS D Notes 62 Timing Report, Sorted By Phase 1: Lemay & Vine Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/23/2016 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 74 11 25 74 11 25 Maximum Split (%) 67.3% 10.0% 22.7% 67.3% 10.0% 22.7% Minimum Split (s) 21.5 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 All-Red Time (s) 1 2 1.5 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 83 47 58 83 47 58 End Time (s) 47 58 83 47 58 83 Yield/Force Off (s) 42.5 53 77.5 42 53 77.5 Yield/Force Off 170(s) 32.5 53 67.5 32 53 67.5 Local Start Time (s) 41 5 16 41 5 16 Local Yield (s) 0.5 11 35.5 0 11 35.5 Local Yield 170(s) 100.5 11 25.5 100 11 25.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 63 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/23/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 17 290 113 106 215 142 74 738 218 115 494 42 Future Volume (veh/h) 17 290 113 106 215 142 74 738 218 115 494 42 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 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 1824 1824 1863 1830 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 18 302 106 110 224 129 77 769 219 120 515 42 Adj No. of Lanes 110110010010 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 255255222222 Cap, veh/h 110 230 81 163 231 133 110 988 276 210 890 70 Arrive On Green 0.02 0.18 0.18 0.06 0.21 0.21 1.00 1.00 1.00 0.80 0.80 0.80 Sat Flow, veh/h 1774 1282 450 1774 1080 622 97 1235 345 219 1113 88 Grp Volume(v), veh/h 18 0 408 110 0 353 1065 0 0 677 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1732 1774 0 1702 1677 0 0 1420 0 0 Q Serve(g_s), s 1.0 0.0 21.5 5.9 0.0 24.7 0.0 0.0 0.0 6.9 0.0 0.0 Cycle Q Clear(g_c), s 1.0 0.0 21.5 5.9 0.0 24.7 0.0 0.0 0.0 16.2 0.0 0.0 Prop In Lane 1.00 0.26 1.00 0.37 0.07 0.21 0.18 0.06 Lane Grp Cap(c), veh/h 110 0 310 163 0 364 1374 0 0 1171 0 0 V/C Ratio(X) 0.16 0.00 1.32 0.67 0.00 0.97 0.78 0.00 0.00 0.58 0.00 0.00 Avail Cap(c_a), veh/h 172 0 310 163 0 364 1374 0 0 1171 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 0.74 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 40.3 0.0 49.3 37.9 0.0 46.8 0.0 0.0 0.0 3.8 0.0 0.0 Incr Delay (d2), s/veh 0.7 0.0 162.8 10.3 0.0 39.6 3.2 0.0 0.0 2.1 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 0.5 0.0 24.3 3.3 0.0 15.6 1.2 0.0 0.0 8.0 0.0 0.0 LnGrp Delay(d),s/veh 41.0 0.0 212.1 48.2 0.0 86.4 3.2 0.0 0.0 5.9 0.0 0.0 LnGrp LOS D F D F A A Approach Vol, veh/h 426 463 1065 677 Approach Delay, s/veh 204.9 77.3 3.2 5.9 Approach LOS F E A A Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 100.5 11.0 26.0 100.5 6.8 30.2 Change Period (Y+Rc), s * 5 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s * 79 6.0 20.5 78.0 6.0 20.5 Max Q Clear Time (g_c+I1), s 18.2 7.9 23.5 2.0 3.0 26.7 Green Ext Time (p_c), s 46.1 0.0 0.0 54.8 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 49.6 HCM 2010 LOS D Notes 64 Timing Report, Sorted By Phase 1: Lemay & Vine Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/23/2016 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 83 11 26 83 11 26 Maximum Split (%) 69.2% 9.2% 21.7% 69.2% 9.2% 21.7% Minimum Split (s) 21.5 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 All-Red Time (s) 1 2 1.5 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 636636 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 50 13 24 50 13 24 End Time (s) 13 24 50 13 24 50 Yield/Force Off (s) 8.5 19 44.5 8 19 44.5 Yield/Force Off 170(s) 118.5 19 34.5 118 19 34.5 Local Start Time (s) 37 0 11 37 0 11 Local Yield (s) 115.5 6 31.5 115 6 31.5 Local Yield 170(s) 105.5 6 21.5 105 6 21.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 140 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Lemay & Vine 65 HCM 2010 TWSC 2: Linden/Redwood & Vine Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 7.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 19 205 34 74 243 25 33 20 39 39 58 36 Future Vol, veh/h 19 205 34 74 243 25 33 20 39 39 58 36 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 22 241 40 87 286 29 39 24 46 46 68 42 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 315 0 0 281 0 0 836 795 261 816 801 301 Stage 1 - - - - - - 306 306 - 475 475 - Stage 2 - - - - - - 530 489 - 341 326 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1245 - - 1282 - - 287 320 778 296 318 739 Stage 1 - - - - - - 704 662 - 570 557 - Stage 2 - - - - - - 533 549 - 674 648 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1245 - - 1282 - - 204 287 778 241 285 739 Mov Cap-2 Maneuver - - - - - - 204 287 - 241 285 - Stage 1 - - - - - - 689 648 - 558 511 - Stage 2 - - - - - - 399 503 - 598 634 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.7 21.4 26.4 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 327 1245 - - 1282 - - 321 HCM Lane V/C Ratio 0.331 0.018 - - 0.068 - - 0.487 HCM Control Delay (s) 21.4 7.9 0 - 8 0 - 26.4 HCM Lane LOS C A A - A A - D HCM 95th %tile Q(veh) 1.4 0.1 - - 0.2 - - 2.5 66 Lanes and Geometrics 2: Linden/Redwood & Vine Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.982 0.990 0.943 0.964 Flt Protected 0.996 0.989 0.982 0.985 Satd. Flow (prot) 0 1822 0 0 1824 0 0 1725 0 0 1769 0 Flt Permitted 0.996 0.989 0.982 0.985 Satd. Flow (perm) 0 1822 0 0 1824 0 0 1725 0 0 1769 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 276 2829 784 1382 Travel Time (s) 5.4 55.1 17.8 31.4 Intersection Summary Area Type: Other 67 HCM 2010 TWSC 2: Linden/Redwood & Vine Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 11.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 27 316 51 51 166 46 60 66 102 14 49 37 Future Vol, veh/h 27 316 51 51 166 46 60 66 102 14 49 37 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 30 351 57 57 184 51 67 73 113 16 54 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 236 0 0 408 0 0 810 788 379 856 791 210 Stage 1 - - - - - - 439 439 - 323 323 - Stage 2 - - - - - - 371 349 - 533 468 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1331 - - 1151 - - 298 323 668 278 322 830 Stage 1 - - - - - - 597 578 - 689 650 - Stage 2 - - - - - - 649 633 - 531 561 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1331 - - 1151 - - 228 296 668 175 295 830 Mov Cap-2 Maneuver - - - - - - 228 296 - 175 295 - Stage 1 - - - - - - 580 561 - 669 613 - Stage 2 - - - - - - 530 597 - 372 545 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.6 36.3 20.4 HCM LOS E C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 357 1331 - - 1151 - - 344 HCM Lane V/C Ratio 0.71 0.023 - - 0.049 - - 0.323 HCM Control Delay (s) 36.3 7.8 0 - 8.3 0 - 20.4 HCM Lane LOS E A A - A A - C HCM 95th %tile Q(veh) 5.2 0.1 - - 0.2 - - 1.4 68 Lanes and Geometrics 2: Linden/Redwood & Vine Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.982 0.976 0.940 0.950 Flt Protected 0.997 0.990 0.987 0.993 Satd. Flow (prot) 0 1824 0 0 1800 0 0 1728 0 0 1757 0 Flt Permitted 0.997 0.990 0.987 0.993 Satd. Flow (perm) 0 1824 0 0 1800 0 0 1728 0 0 1757 0 Link Speed (mph) 35 35 30 30 Link Distance (ft) 246 2859 579 1421 Travel Time (s) 4.8 55.7 13.2 32.3 Intersection Summary Area Type: Other 69 HCM 2010 TWSC 3: Vine & Jerome Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 17 234 284 2 8 56 Future Vol, veh/h 17 234 284 2 8 56 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 100 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 20 275 334 2 9 66 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 336 0 - 0 650 335 Stage 1 - - - - 335 - Stage 2 - - - - 315 - 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 1223 - - - 434 707 Stage 1 - - - - 725 - Stage 2 - - - - 740 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1223 - - - 426 707 Mov Cap-2 Maneuver - - - - 426 - Stage 1 - - - - 725 - Stage 2 - - - - 726 - Approach EB WB SB HCM Control Delay, s 0.5 0 11 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1223 - - - 426 707 HCM Lane V/C Ratio 0.016 - - - 0.022 0.093 HCM Control Delay (s) 8 0 - - 13.6 10.6 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0.1 - - - 0.1 0.3 70 Lanes and Geometrics 3: Vine & Jerome Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 100 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.850 Flt Protected 0.997 0.950 Satd. Flow (prot) 0 1857 1861 0 1770 1583 Flt Permitted 0.997 0.950 Satd. Flow (perm) 0 1857 1861 0 1770 1583 Link Speed (mph) 35 35 30 Link Distance (ft) 1017 1179 763 Travel Time (s) 19.8 23.0 17.3 Intersection Summary Area Type: Other 71 HCM 2010 TWSC 3: Vine & Jerome Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Traffic Vol, veh/h 50 315 285 2 3 56 Future Vol, veh/h 50 315 285 2 3 56 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 100 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 56 350 317 2 3 62 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 319 0 - 0 779 318 Stage 1 - - - - 318 - Stage 2 - - - - 461 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1241 - - - 364 723 Stage 1 - - - - 738 - Stage 2 - - - - 635 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1241 - - - 344 723 Mov Cap-2 Maneuver - - - - 344 - Stage 1 - - - - 738 - Stage 2 - - - - 599 - Approach EB WB SB HCM Control Delay, s 1.1 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1241 - - - 344 723 HCM Lane V/C Ratio 0.045 - - - 0.01 0.086 HCM Control Delay (s) 8 0 - - 15.6 10.4 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0.1 - - - 0 0.3 72 Lanes and Geometrics 3: Vine & Jerome Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 100 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.850 Flt Protected 0.993 0.950 Satd. Flow (prot) 0 1850 1861 0 1770 1583 Flt Permitted 0.993 0.950 Satd. Flow (perm) 0 1850 1861 0 1770 1583 Link Speed (mph) 35 35 30 Link Distance (ft) 1180 1016 1064 Travel Time (s) 23.0 19.8 24.2 Intersection Summary Area Type: Other 73 HCM 2010 TWSC 4: Redwood & Catjetan Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 1 27 17 47 106 1 Future Vol, veh/h 1 27 17 47 106 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - 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 1 32 20 55 125 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 220 125 126 0 - 0 Stage 1 125 - - - - - Stage 2 95 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 768 926 1460 - - - Stage 1 901 - - - - - Stage 2 929 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 757 926 1460 - - - Mov Cap-2 Maneuver 757 - - - - - Stage 1 901 - - - - - Stage 2 916 - - - - - Approach EB NB SB HCM Control Delay, s 9.1 2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1460 - 919 - - HCM Lane V/C Ratio 0.014 - 0.036 - - HCM Control Delay (s) 7.5 0 9.1 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - 74 Lanes and Geometrics 4: Redwood & Catjetan Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.869 0.999 Flt Protected 0.998 0.987 Satd. Flow (prot) 1615 0 0 1839 1861 0 Flt Permitted 0.998 0.987 Satd. Flow (perm) 1615 0 0 1839 1861 0 Link Speed (mph) 30 30 30 Link Distance (ft) 1194 1382 831 Travel Time (s) 27.1 31.4 18.9 Intersection Summary Area Type: Other 75 HCM 2010 TWSC 4: Redwood & Cajetan Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 1.6 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 1 17 31 108 83 1 Future Vol, veh/h 1 17 31 108 83 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - 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 1 19 34 120 92 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 282 93 93 0 - 0 Stage 1 93 - - - - - Stage 2 189 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 708 964 1501 - - - Stage 1 931 - - - - - Stage 2 843 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 691 964 1501 - - - Mov Cap-2 Maneuver 691 - - - - - Stage 1 931 - - - - - Stage 2 823 - - - - - Approach EB NB SB HCM Control Delay, s 8.9 1.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1501 - 943 - - HCM Lane V/C Ratio 0.023 - 0.021 - - HCM Control Delay (s) 7.5 0 8.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - 76 Lanes and Geometrics 4: Redwood & Cajetan Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.872 0.999 Flt Protected 0.998 0.989 Satd. Flow (prot) 1621 0 0 1842 1861 0 Flt Permitted 0.998 0.989 Satd. Flow (perm) 1621 0 0 1842 1861 0 Link Speed (mph) 30 30 30 Link Distance (ft) 626 1421 680 Travel Time (s) 14.2 32.3 15.5 Intersection Summary Area Type: Other 77 HCM 2010 TWSC 5: Redwood & Osiander Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 5 31 10 38 76 2 Future Vol, veh/h 5 31 10 38 76 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 36 12 45 89 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 159 91 92 0 - 0 Stage 1 91 - - - - - Stage 2 68 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 832 967 1503 - - - Stage 1 933 - - - - - Stage 2 955 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 825 967 1503 - - - Mov Cap-2 Maneuver 825 - - - - - Stage 1 933 - - - - - Stage 2 947 - - - - - Approach EB NB SB HCM Control Delay, s 9 1.5 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1503 - 944 - - HCM Lane V/C Ratio 0.008 - 0.045 - - HCM Control Delay (s) 7.4 0 9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0.1 - - 78 Lanes and Geometrics 5: Redwood & Osiander Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.884 0.997 Flt Protected 0.993 0.990 Satd. Flow (prot) 1635 0 0 1844 1857 0 Flt Permitted 0.993 0.990 Satd. Flow (perm) 1635 0 0 1844 1857 0 Link Speed (mph) 30 30 30 Link Distance (ft) 1100 831 562 Travel Time (s) 25.0 18.9 12.8 Intersection Summary Area Type: Other 79 HCM 2010 TWSC 5: Redwood & Osiander Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Intersection Int Delay, s/veh 2.1 Movement EBL EBR NBL NBT SBT SBR Traffic Vol, veh/h 3 17 32 77 67 5 Future Vol, veh/h 3 17 32 77 67 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 19 36 86 74 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 234 77 80 0 - 0 Stage 1 77 - - - - - Stage 2 157 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 754 984 1518 - - - Stage 1 946 - - - - - Stage 2 871 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 735 984 1518 - - - Mov Cap-2 Maneuver 735 - - - - - Stage 1 946 - - - - - Stage 2 849 - - - - - Approach EB NB SB HCM Control Delay, s 8.9 2.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1518 - 936 - - HCM Lane V/C Ratio 0.023 - 0.024 - - HCM Control Delay (s) 7.4 0 8.9 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0.1 - 0.1 - - 80 Lanes and Geometrics 5: Redwood & Osiander Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/19/2016 Lane Group EBL EBR NBL NBT SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.883 0.990 Flt Protected 0.993 0.985 Satd. Flow (prot) 1633 0 0 1835 1844 0 Flt Permitted 0.993 0.985 Satd. Flow (perm) 1633 0 0 1835 1844 0 Link Speed (mph) 30 30 30 Link Distance (ft) 650 680 427 Travel Time (s) 14.8 15.5 9.7 Intersection Summary Area Type: Other 81 APPENDIX H 82 SCALE: 1"=1000' PEDESTRAIN INFLUENCE AREA DELICH ASSOCIATES Vine Drive College Avenue Lemay Avenue Old Town North, Block 6 Jerome Street Redwood Street Linden Street Conifer Street 83 Pedestrian LOS Worksheet Project Location Classification: Transit Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Neighborhood to the north Residential Minimum B C C C B 1 Actual A B A B B Proposed A B A B B Neighborhood to the south Residential Minimum B C C C B 2 Actual A B A B B Proposed A B A B B Minimum 3 Actual Proposed 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 84 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Vine Drive College Avenue Lemay Avenue Old Town North, Block 6 Jerome Street Redwood Street Linden Street Conifer Street 85 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C A A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification 1 2 3 4 86 SB AM 133 VPH SB PM 100 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 92 VPH AM 600 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 657 VPH NB PM 228 VPH SB AM 133 VPH SB PM 100 VPH 43