Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WEST PLUM HOUSING - PDP - PDP160029 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)
APPENDIX A 1 2 3 4 5 APPENDIX B 6 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/3/2016 Observer: Vicki Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Shields/Plum S = straight L = left turn Time Northbound: Shields Southbound: Shields Total Eastbound: Plum Westbound: Plum 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 5 285 12 302 2 192 5 199 501 957 21 940 13 34 535 7:45 1 376 11 388 2 232 7 241 629 20 10 9 39 670 13 52 681 8:00 9 276 5 290 1 175 6 182 472 8811 27 442 10 37 509 8:15 7 223 7 237 3 207 12 222 459 863 17 340 7 24 483 7:30-8:30 22 1160 35 1217 8 806 30 844 2061 45 29 30 104 22 19 2 43 147 2208 PHF 0.61 0.77 0.73 0.78 0.67 0.87 0.63 0.88 0.56 0.73 0.68 0.67 0.61 0.68 0.25 0.83 0.81 4:30 16 317 18 351 1 317 8 326 677 11 8 14 33 10 8 2 20 53 730 4:45 8 313 13 334 0 344 31 375 709 13 7 20 40 21 9 2 32 72 781 5:00 19 365 13 397 1 377 33 411 808 16 9 13 38 11 6 5 22 60 868 5:15 17 334 22 373 2 357 19 378 751 61012 28 11 9 1 21 49 800 4:30-5:30 60 1329 66 1455 4 1395 91 1490 2945 46 34 59 139 53 32 10 95 234 3179 PHF 0.79 0.91 0.75 0.92 0.5 0.93 0.69 0.91 0.72 0.85 0.74 0.87 0.63 0.89 0.5 0.74 0.92 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/4/2016 Observer: Vicki Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Plum/Bluebell-Campus West Condos S = straight L = left turn Time Northbound: Condos Southbound: Bluebell Total Eastbound: Plum Westbound: Plum Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 001 1 100 1 2 3220 25 1180 19 44 46 7:45 000 0 400 4 4 2230 25 0122 14 39 43 8:00 102 3 000 0 3 0220 22 481 13 35 38 8:15 100 1 201 3 4 3290 32 1223 26 58 62 7:30-8:30 2 0 3 5 7 0 1 8 13 8 96 0 104 6 60 6 72 176 189 PHF 0.5 n/a 0.38 0.42 0.44 n/a 0.25 0.5 0.67 0.83 n/a 0.81 0.38 0.68 0.5 0.69 0.76 4:30 002 2 503 8 10 4401 45 2312 35 80 90 4:45 100 1 110 2 3 1233 27 0605 65 92 95 5:00 000 0 304 7 7 3290 32 2392 43 75 82 5:15 003 3 203 5 8 2361 39 0495 54 93 101 4:30-5:30 1 0 5 6 11 1 10 22 28 10 128 5 143 4 179 14 197 340 368 PHF 0.25 n/a 0.42 0.5 0.55 0.25 0.63 0.69 0.63 0.8 0.42 0.79 0.5 0.75 0.7 0.76 0.91 8 9 APPENDIX C 10 HCM 2010 Signalized Intersection Summary 1: Shields & Plum/North Dr (Plum) Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/16/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 29 30 22 19 2 22 1160 35 8 806 30 Future Volume (veh/h) 45 29 30 22 19 2 22 1160 35 8 806 30 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.93 0.76 0.95 1.00 1.00 0.96 1.00 0.96 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 1642 1676 1642 1642 1676 1676 1676 1676 1642 1676 1676 1642 Adj Flow Rate, veh/h 53 34 35 26 22 0 26 1365 40 9 948 33 Adj No. of Lanes 010011120120 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 132 79 66 165 123 257 446 2342 69 320 2328 81 Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 472 438 366 635 680 1425 512 3156 92 343 3136 109 Grp Volume(v), veh/h 122 0 0 48 0 0 26 688 717 9 481 500 Grp Sat Flow(s),veh/h/ln 1275 0 0 1316 0 1425 512 1593 1655 343 1593 1652 Q Serve(g_s), s 6.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 9.2 0.0 0.0 3.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 0.43 0.29 0.54 1.00 1.00 0.06 1.00 0.07 Lane Grp Cap(c), veh/h 277 0 0 288 0 257 446 1182 1229 320 1182 1227 V/C Ratio(X) 0.44 0.00 0.00 0.17 0.00 0.00 0.06 0.58 0.58 0.03 0.41 0.41 Avail Cap(c_a), veh/h 397 0 0 416 0 395 446 1182 1229 320 1182 1227 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.77 0.77 0.77 0.96 0.96 0.96 Uniform Delay (d), s/veh 40.6 0.0 0.0 38.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 1.1 0.0 0.0 0.3 0.0 0.0 0.2 1.6 1.6 0.2 1.0 1.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 0.0 0.0 1.3 0.0 0.0 0.0 0.5 0.5 0.0 0.3 0.3 LnGrp Delay(d),s/veh 41.7 0.0 0.0 38.4 0.0 0.0 0.2 1.6 1.6 0.2 1.0 1.0 LnGrp LOS D D AAAAAA Approach Vol, veh/h 122 48 1431 990 Approach Delay, s/veh 41.7 38.4 1.6 1.0 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 85.7 24.3 85.7 24.3 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 70.0 29.5 70.0 29.5 Max Q Clear Time (g_c+I1), s 2.0 11.2 2.0 5.0 Green Ext Time (p_c), s 15.5 0.5 15.5 0.6 Intersection Summary HCM 2010 Ctrl Delay 3.9 HCM 2010 LOS A 11 Timing Report, Sorted By Phase 1: Shields & Plum/North Dr (Plum) Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/16/2016 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 75 35 75 35 Maximum Split (%) 68.2% 31.8% 68.2% 31.8% Minimum Split (s) 23.5 31 24 31 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 2.5 1.5 2.5 Minimum Initial (s) 10 7 10 7 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) 10 14 12 15 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 39 4 39 4 End Time (s) 4 39 4 39 Yield/Force Off (s) 109 33.5 109 33.5 Yield/Force Off 170(s) 99 19.5 97 18.5 Local Start Time (s) 35 0 35 0 Local Yield (s) 105 29.5 105 29.5 Local Yield 170(s) 95 15.5 93 14.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 4 (4%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Shields & Plum/North Dr (Plum) 12 HCM 2010 Signalized Intersection Summary 1: Shields & Plum/North Dr (Plum) recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/16/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 46 34 59 53 32 10 60 1329 66 4 1395 91 Future Volume (veh/h) 46 34 59 53 32 10 60 1329 66 4 1395 91 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.89 0.82 0.91 1.00 1.00 0.97 1.00 0.96 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 1642 1676 1642 1642 1676 1676 1676 1676 1642 1676 1676 1642 Adj Flow Rate, veh/h 49 37 37 57 34 0 65 1429 69 4 1500 95 Adj No. of Lanes 010011120120 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 126 90 75 180 95 266 272 2293 110 293 2253 142 Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 452 480 401 704 509 1425 286 3088 149 314 3035 191 Grp Volume(v), veh/h 123 0 0 91 0 0 65 735 763 4 783 812 Grp Sat Flow(s),veh/h/ln 1333 0 0 1214 0 1425 286 1593 1644 314 1593 1633 Q Serve(g_s), s 0.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 9.0 0.0 0.0 8.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 0.40 0.30 0.63 1.00 1.00 0.09 1.00 0.12 Lane Grp Cap(c), veh/h 291 0 0 275 0 266 272 1183 1221 293 1183 1213 V/C Ratio(X) 0.42 0.00 0.00 0.33 0.00 0.00 0.24 0.62 0.63 0.01 0.66 0.67 Avail Cap(c_a), veh/h 344 0 0 328 0 327 272 1183 1221 293 1183 1213 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.62 0.62 0.62 0.81 0.81 0.81 Uniform Delay (d), s/veh 43.3 0.0 0.0 42.8 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 1.0 0.0 0.0 0.7 0.0 0.0 1.3 1.5 1.5 0.1 2.4 2.4 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 3.7 0.0 0.0 2.7 0.0 0.0 0.1 0.5 0.5 0.0 0.8 0.8 LnGrp Delay(d),s/veh 44.3 0.0 0.0 43.5 0.0 0.0 1.3 1.5 1.5 0.1 2.4 2.4 LnGrp LOS D D AAAAAA Approach Vol, veh/h 123 91 1563 1599 Approach Delay, s/veh 44.3 43.5 1.5 2.4 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 93.1 26.9 93.1 26.9 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 83.0 26.5 83.0 26.5 Max Q Clear Time (g_c+I1), s 2.0 11.0 2.0 10.2 Green Ext Time (p_c), s 33.1 0.7 33.1 0.7 Intersection Summary HCM 2010 Ctrl Delay 4.6 HCM 2010 LOS A 13 Timing Report, Sorted By Phase 1: Shields & Plum/North Dr (Plum) recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/16/2016 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 88 32 88 32 Maximum Split (%) 73.3% 26.7% 73.3% 26.7% Minimum Split (s) 23.5 31 24 31 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 2.5 1.5 2.5 Minimum Initial (s) 10 7 10 7 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) 10 14 12 15 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 82 50 82 50 End Time (s) 50 82 50 82 Yield/Force Off (s) 45 76.5 45 76.5 Yield/Force Off 170(s) 35 62.5 33 61.5 Local Start Time (s) 37 5 37 5 Local Yield (s) 0 31.5 0 31.5 Local Yield 170(s) 110 17.5 108 16.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 45 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Plum/North Dr (Plum) 14 HCM 2010 TWSC 2: Scott/Blue Bell & Plum Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/16/2016 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 8 96 0 6 60 6 2 0 3 7 0 1 Future Vol, veh/h 8 96 0 6 60 6 2 0 3 7 0 1 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 9 113 0 7 71 7 2 0 4 8 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 78 0 0 113 0 0 221 224 113 222 220 74 Stage 1 - - - - - - 132 132 - 88 88 - Stage 2 - - - - - - 89 92 - 134 132 - 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 1520 - - 1476 - - 735 675 940 734 678 988 Stage 1 - - - - - - 871 787 - 920 822 - Stage 2 - - - - - - 918 819 - 869 787 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1520 - - 1476 - - 728 668 940 725 671 988 Mov Cap-2 Maneuver - - - - - - 728 668 - 725 671 - Stage 1 - - - - - - 866 782 - 914 818 - Stage 2 - - - - - - 912 815 - 861 782 - Approach EB WB NB SB HCM Control Delay, s 0.6 0.6 9.3 9.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 842 1520 - - 1476 - - 750 HCM Lane V/C Ratio 0.007 0.006 - - 0.005 - - 0.013 HCM Control Delay (s) 9.3 7.4 0 - 7.5 0 - 9.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 15 Lanes and Geometrics 2: Scott/Blue Bell & Plum Recent am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/16/2016 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 0.989 0.910 0.985 Flt Protected 0.996 0.996 0.984 0.957 Satd. Flow (prot) 0 1855 0 0 1835 0 0 1668 0 0 1756 0 Flt Permitted 0.996 0.996 0.984 0.957 Satd. Flow (perm) 0 1855 0 0 1835 0 0 1668 0 0 1756 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 923 1136 509 914 Travel Time (s) 25.2 31.0 11.6 20.8 Intersection Summary Area Type: Other 16 HCM 2010 TWSC 2: Scott/Blue Bell & Plum recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/16/2016 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 10 128 5 4 179 14 1 0 5 11 1 10 Future Vol, veh/h 10 128 5 4 179 14 1 0 5 11 1 10 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 11 142 6 4 199 16 1 0 6 12 1 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 214 0 0 148 0 0 389 390 145 386 386 207 Stage 1 - - - - - - 167 167 - 216 216 - Stage 2 - - - - - - 222 223 - 170 170 - 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 1356 - - 1434 - - 570 545 902 573 548 833 Stage 1 - - - - - - 835 760 - 786 724 - Stage 2 - - - - - - 780 719 - 832 758 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1356 - - 1434 - - 556 538 902 564 541 833 Mov Cap-2 Maneuver - - - - - - 556 538 - 564 541 - Stage 1 - - - - - - 827 753 - 779 722 - Stage 2 - - - - - - 766 717 - 819 751 - Approach EB WB NB SB HCM Control Delay, s 0.5 0.2 9.4 10.7 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 817 1356 - - 1434 - - 660 HCM Lane V/C Ratio 0.008 0.008 - - 0.003 - - 0.037 HCM Control Delay (s) 9.4 7.7 0 - 7.5 0 - 10.7 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 17 Lanes and Geometrics 2: Scott/Blue Bell & Plum recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/16/2016 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 0.995 0.990 0.884 0.938 Flt Protected 0.997 0.999 0.993 0.976 Satd. Flow (prot) 0 1848 0 0 1842 0 0 1635 0 0 1705 0 Flt Permitted 0.997 0.999 0.993 0.976 Satd. Flow (perm) 0 1848 0 0 1842 0 0 1635 0 0 1705 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 1299 1478 368 567 Travel Time (s) 35.4 40.3 8.4 12.9 Intersection Summary Area Type: Other 18 HCM 2010 AWSC 3: City Park & Plum recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/16/2016 Intersection Intersection Delay, s/veh 11 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 48 71 27 0 53 92 24 0 38 159 61 Future Vol, veh/h 0 48 71 27 0 53 92 24 0 38 159 61 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 222222222222 Mvmt Flow 0 53 79 30 0 59 102 27 0 42 177 68 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 10.4 10.7 11.7 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 33% 31% 10% Vol Thru, % 62% 49% 54% 70% Vol Right, % 24% 18% 14% 20% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 258 146 169 187 LT Vol 38 48 53 19 Through Vol 159 71 92 130 RT Vol 61 27 24 38 Lane Flow Rate 287 162 188 208 Geometry Grp 1111 Degree of Util (X) 0.408 0.249 0.287 0.303 Departure Headway (Hd) 5.128 5.518 5.495 5.255 Convergence, Y/N Yes Yes Yes Yes Cap 702 651 653 684 Service Time 3.166 3.559 3.534 3.296 HCM Lane V/C Ratio 0.409 0.249 0.288 0.304 HCM Control Delay 11.7 10.4 10.7 10.6 HCM Lane LOS BBBB HCM 95th-tile Q 2 1 1.2 1.3 19 HCM 2010 AWSC 3: City Park & Plum recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/16/2016 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Traffic Vol, veh/h 0 19 130 38 Future Vol, veh/h 0 19 130 38 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 21 144 42 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 10.6 HCM LOS B Lane 20 Lanes and Geometrics 3: City Park & Plum recent pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/16/2016 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 0.975 0.981 0.968 0.973 Flt Protected 0.984 0.985 0.993 0.995 Satd. Flow (prot) 0 1787 0 0 1800 0 0 1791 0 0 1803 0 Flt Permitted 0.984 0.985 0.993 0.995 Satd. Flow (perm) 0 1787 0 0 1800 0 0 1791 0 0 1803 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 944 1299 515 581 Travel Time (s) 25.7 35.4 11.7 13.2 Intersection Summary Area Type: Other 21 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 22 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 23 APPENDIX D 24 HCM 2010 Signalized Intersection Summary 1: Shields & Plum/North Dr (Plum) Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/25/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 47 30 32 23 20 2 23 1219 37 8 847 32 Future Volume (veh/h) 47 30 32 23 20 2 23 1219 37 8 847 32 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.93 0.76 0.95 1.00 1.00 0.96 1.00 0.96 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 1642 1676 1642 1642 1676 1676 1676 1676 1642 1676 1676 1642 Adj Flow Rate, veh/h 55 35 38 27 24 0 27 1434 43 9 996 36 Adj No. of Lanes 010011120120 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 131 78 69 162 126 259 427 2337 70 303 2321 84 Arrive On Green 0.18 0.18 0.18 0.18 0.18 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 466 431 379 615 696 1425 488 3153 94 320 3131 113 Grp Volume(v), veh/h 128 0 0 51 0 0 27 723 754 9 507 525 Grp Sat Flow(s),veh/h/ln 1275 0 0 1311 0 1425 488 1593 1655 320 1593 1652 Q Serve(g_s), s 6.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 9.7 0.0 0.0 3.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 0.43 0.30 0.53 1.00 1.00 0.06 1.00 0.07 Lane Grp Cap(c), veh/h 278 0 0 288 0 259 427 1180 1227 303 1180 1224 V/C Ratio(X) 0.46 0.00 0.00 0.18 0.00 0.00 0.06 0.61 0.61 0.03 0.43 0.43 Avail Cap(c_a), veh/h 397 0 0 416 0 395 427 1180 1227 303 1180 1224 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.77 0.77 0.77 0.96 0.96 0.96 Uniform Delay (d), s/veh 40.7 0.0 0.0 38.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 1.2 0.0 0.0 0.3 0.0 0.0 0.2 1.8 1.8 0.2 1.1 1.1 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 3.6 0.0 0.0 1.3 0.0 0.0 0.0 0.6 0.6 0.0 0.4 0.4 LnGrp Delay(d),s/veh 41.8 0.0 0.0 38.4 0.0 0.0 0.2 1.8 1.8 0.2 1.1 1.1 LnGrp LOS D D AAAAAA Approach Vol, veh/h 128 51 1504 1041 Approach Delay, s/veh 41.8 38.4 1.8 1.1 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 85.5 24.5 85.5 24.5 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 70.0 29.5 70.0 29.5 Max Q Clear Time (g_c+I1), s 2.0 11.7 2.0 5.3 Green Ext Time (p_c), s 17.4 0.6 17.4 0.6 Intersection Summary HCM 2010 Ctrl Delay 4.1 HCM 2010 LOS A 25 Timing Report, Sorted By Phase 1: Shields & Plum/North Dr (Plum) Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/25/2016 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 75 35 75 35 Maximum Split (%) 68.2% 31.8% 68.2% 31.8% Minimum Split (s) 23.5 31 24 31 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 2.5 1.5 2.5 Minimum Initial (s) 10 7 10 7 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) 10 14 12 15 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 39 4 39 4 End Time (s) 4 39 4 39 Yield/Force Off (s) 109 33.5 109 33.5 Yield/Force Off 170(s) 99 19.5 97 18.5 Local Start Time (s) 35 0 35 0 Local Yield (s) 105 29.5 105 29.5 Local Yield 170(s) 95 15.5 93 14.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 4 (4%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Shields & Plum/North Dr (Plum) 26 HCM 2010 Signalized Intersection Summary 1: Shields & Plum/North Dr (Plum) Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/25/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 48 36 62 58 34 11 63 1397 69 4 1466 96 Future Volume (veh/h) 48 36 62 58 34 11 63 1397 69 4 1466 96 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.91 0.82 0.97 0.87 1.00 0.97 1.00 0.96 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 1642 1676 1642 1642 1676 1676 1676 1676 1642 1676 1676 1642 Adj Flow Rate, veh/h 52 39 41 62 37 1 68 1502 72 4 1576 100 Adj No. of Lanes 010011120120 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 91 63 51 157 81 236 255 2280 109 275 2240 141 Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.19 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 259 330 265 566 425 1233 264 3089 148 292 3035 191 Grp Volume(v), veh/h 132 0 0 99 0 1 68 772 802 4 822 854 Grp Sat Flow(s),veh/h/ln 855 0 0 990 0 1233 264 1593 1644 292 1593 1633 Q Serve(g_s), s 8.6 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 19.6 0.0 0.0 11.0 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 0.39 0.31 0.63 1.00 1.00 0.09 1.00 0.12 Lane Grp Cap(c), veh/h 205 0 0 238 0 236 255 1175 1213 275 1175 1205 V/C Ratio(X) 0.64 0.00 0.00 0.42 0.00 0.00 0.27 0.66 0.66 0.01 0.70 0.71 Avail Cap(c_a), veh/h 253 0 0 287 0 282 255 1175 1213 275 1175 1205 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 1.00 0.62 0.62 0.62 0.81 0.81 0.81 Uniform Delay (d), s/veh 48.6 0.0 0.0 43.3 0.0 39.3 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 3.9 0.0 0.0 1.2 0.0 0.0 1.6 1.8 1.8 0.1 2.8 2.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 0.0 0.0 3.0 0.0 0.0 0.1 0.6 0.6 0.0 0.9 1.0 LnGrp Delay(d),s/veh 52.4 0.0 0.0 44.5 0.0 39.3 1.6 1.8 1.8 0.1 2.8 2.9 LnGrp LOS D D D AAAAAA Approach Vol, veh/h 132 100 1642 1680 Approach Delay, s/veh 52.4 44.4 1.8 2.9 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 92.6 27.4 92.6 27.4 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 83.0 26.5 83.0 26.5 Max Q Clear Time (g_c+I1), s 2.0 21.6 2.0 13.0 Green Ext Time (p_c), s 38.0 0.3 38.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 5.4 HCM 2010 LOS A 27 Timing Report, Sorted By Phase 1: Shields & Plum/North Dr (Plum) Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/25/2016 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 88 32 88 32 Maximum Split (%) 73.3% 26.7% 73.3% 26.7% Minimum Split (s) 23.5 31 24 31 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 2.5 1.5 2.5 Minimum Initial (s) 10 7 10 7 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) 10 14 12 15 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 82 50 82 50 End Time (s) 50 82 50 82 Yield/Force Off (s) 45 76.5 45 76.5 Yield/Force Off 170(s) 35 62.5 33 61.5 Local Start Time (s) 37 5 37 5 Local Yield (s) 0 31.5 0 31.5 Local Yield 170(s) 110 17.5 108 16.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 45 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Plum/North Dr (Plum) 28 HCM 2010 TWSC 2: Scott/Blue Bell & Plum Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/25/2016 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 8 101 0 6 63 6 2 0 3 7 0 1 Future Vol, veh/h 8 101 0 6 63 6 2 0 3 7 0 1 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 9 119 0 7 74 7 2 0 4 8 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 81 0 0 119 0 0 230 233 119 231 230 78 Stage 1 - - - - - - 138 138 - 92 92 - Stage 2 - - - - - - 92 95 - 139 138 - 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 1517 - - 1469 - - 725 667 933 724 670 983 Stage 1 - - - - - - 865 782 - 915 819 - Stage 2 - - - - - - 915 816 - 864 782 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1517 - - 1469 - - 718 660 933 715 663 983 Mov Cap-2 Maneuver - - - - - - 718 660 - 715 663 - Stage 1 - - - - - - 860 777 - 910 815 - Stage 2 - - - - - - 909 812 - 856 777 - Approach EB WB NB SB HCM Control Delay, s 0.5 0.6 9.4 9.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 833 1517 - - 1469 - - 740 HCM Lane V/C Ratio 0.007 0.006 - - 0.005 - - 0.013 HCM Control Delay (s) 9.4 7.4 0 - 7.5 0 - 9.9 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 29 Lanes and Geometrics 2: Scott/Blue Bell & Plum Short Background am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 5/25/2016 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 0.989 0.910 0.985 Flt Protected 0.996 0.996 0.984 0.957 Satd. Flow (prot) 0 1855 0 0 1835 0 0 1668 0 0 1756 0 Flt Permitted 0.996 0.996 0.984 0.957 Satd. Flow (perm) 0 1855 0 0 1835 0 0 1668 0 0 1756 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 923 1136 509 914 Travel Time (s) 25.2 31.0 11.6 20.8 Intersection Summary Area Type: Other 30 HCM 2010 TWSC 2: Scott/Blue Bell & Plum Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/25/2016 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Traffic Vol, veh/h 10 135 5 4 188 14 1 0 5 11 1 10 Future Vol, veh/h 10 135 5 4 188 14 1 0 5 11 1 10 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 11 150 6 4 209 16 1 0 6 12 1 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 224 0 0 156 0 0 407 408 153 404 404 217 Stage 1 - - - - - - 175 175 - 226 226 - Stage 2 - - - - - - 232 233 - 178 178 - 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 1345 - - 1424 - - 555 533 893 557 536 823 Stage 1 - - - - - - 827 754 - 777 717 - Stage 2 - - - - - - 771 712 - 824 752 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1345 - - 1424 - - 542 527 893 548 530 823 Mov Cap-2 Maneuver - - - - - - 542 527 - 548 530 - Stage 1 - - - - - - 820 747 - 770 715 - Stage 2 - - - - - - 757 710 - 812 745 - Approach EB WB NB SB HCM Control Delay, s 0.5 0.1 9.5 10.8 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 806 1345 - - 1424 - - 645 HCM Lane V/C Ratio 0.008 0.008 - - 0.003 - - 0.038 HCM Control Delay (s) 9.5 7.7 0 - 7.5 0 - 10.8 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 31 Lanes and Geometrics 2: Scott/Blue Bell & Plum Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/25/2016 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 0.995 0.991 0.884 0.938 Flt Protected 0.997 0.999 0.993 0.976 Satd. Flow (prot) 0 1848 0 0 1844 0 0 1635 0 0 1705 0 Flt Permitted 0.997 0.999 0.993 0.976 Satd. Flow (perm) 0 1848 0 0 1844 0 0 1635 0 0 1705 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 1299 1478 368 567 Travel Time (s) 35.4 40.3 8.4 12.9 Intersection Summary Area Type: Other 32 HCM 2010 AWSC 3: City Park & Plum Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/25/2016 Intersection Intersection Delay, s/veh 11.4 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Traffic Vol, veh/h 0 50 75 28 0 56 97 25 0 40 167 64 Future Vol, veh/h 0 50 75 28 0 56 97 25 0 40 167 64 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 222222222222 Mvmt Flow 0 56 83 31 0 62 108 28 0 44 186 71 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 10.7 11.2 12.3 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 33% 31% 10% Vol Thru, % 62% 49% 54% 70% Vol Right, % 24% 18% 14% 20% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 271 153 178 197 LT Vol 40 50 56 20 Through Vol 167 75 97 137 RT Vol 64 28 25 40 Lane Flow Rate 301 170 198 219 Geometry Grp 1111 Degree of Util (X) 0.437 0.266 0.308 0.326 Departure Headway (Hd) 5.224 5.637 5.608 5.36 Convergence, Y/N Yes Yes Yes Yes Cap 687 636 639 670 Service Time 3.268 3.688 3.656 3.408 HCM Lane V/C Ratio 0.438 0.267 0.31 0.327 HCM Control Delay 12.3 10.7 11.2 11 HCM Lane LOS BBBB HCM 95th-tile Q 2.2 1.1 1.3 1.4 33 HCM 2010 AWSC 3: City Park & Plum Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/25/2016 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Traffic Vol, veh/h 0 20 137 40 Future Vol, veh/h 0 20 137 40 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 22 152 44 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 11 HCM LOS B Lane 34 Lanes and Geometrics 3: City Park & Plum Short Background pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 5/25/2016 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 0.975 0.981 0.968 0.973 Flt Protected 0.984 0.985 0.993 0.995 Satd. Flow (prot) 0 1787 0 0 1800 0 0 1791 0 0 1803 0 Flt Permitted 0.984 0.985 0.993 0.995 Satd. Flow (perm) 0 1787 0 0 1800 0 0 1791 0 0 1803 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 944 1299 515 581 Travel Time (s) 25.7 35.4 11.7 13.2 Intersection Summary Area Type: Other 35 APPENDIX E 36 HCM 2010 Signalized Intersection Summary 1: Shields & Plum/North Dr (Plum) Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 8/30/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 58 39 42 23 22 2 26 1219 37 8 847 35 Future Volume (veh/h) 58 39 42 23 22 2 26 1219 37 8 847 35 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.93 0.77 0.95 1.00 1.00 0.96 1.00 0.96 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 1642 1676 1642 1642 1676 1676 1676 1676 1642 1676 1676 1642 Adj Flow Rate, veh/h 68 46 49 27 26 0 31 1434 43 9 996 39 Adj No. of Lanes 010011120120 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 132 83 73 154 130 268 423 2316 69 301 2292 90 Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 454 443 386 555 691 1425 487 3153 94 320 3120 122 Grp Volume(v), veh/h 163 0 0 53 0 0 31 723 754 9 508 527 Grp Sat Flow(s),veh/h/ln 1283 0 0 1246 0 1425 487 1593 1655 320 1593 1649 Q Serve(g_s), s 9.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 12.7 0.0 0.0 3.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 0.42 0.30 0.51 1.00 1.00 0.06 1.00 0.07 Lane Grp Cap(c), veh/h 288 0 0 284 0 268 423 1170 1216 301 1170 1212 V/C Ratio(X) 0.57 0.00 0.00 0.19 0.00 0.00 0.07 0.62 0.62 0.03 0.43 0.43 Avail Cap(c_a), veh/h 399 0 0 403 0 395 423 1170 1216 301 1170 1212 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.77 0.77 0.77 0.96 0.96 0.96 Uniform Delay (d), s/veh 41.2 0.0 0.0 37.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 1.7 0.0 0.0 0.3 0.0 0.0 0.3 1.9 1.9 0.2 1.1 1.1 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 4.7 0.0 0.0 1.4 0.0 0.0 0.0 0.6 0.6 0.0 0.4 0.4 LnGrp Delay(d),s/veh 43.0 0.0 0.0 37.8 0.0 0.0 0.3 1.9 1.9 0.2 1.1 1.1 LnGrp LOS D D AAAAAA Approach Vol, veh/h 163 53 1508 1044 Approach Delay, s/veh 43.0 37.8 1.8 1.1 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 84.8 25.2 84.8 25.2 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 70.0 29.5 70.0 29.5 Max Q Clear Time (g_c+I1), s 2.0 14.7 2.0 5.5 Green Ext Time (p_c), s 17.6 0.7 17.6 0.8 Intersection Summary HCM 2010 Ctrl Delay 4.7 HCM 2010 LOS A 37 Timing Report, Sorted By Phase 1: Shields & Plum/North Dr (Plum) Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 8/30/2016 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 75 35 75 35 Maximum Split (%) 68.2% 31.8% 68.2% 31.8% Minimum Split (s) 23.5 31 24 31 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 2.5 1.5 2.5 Minimum Initial (s) 10 7 10 7 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) 10 14 12 15 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 39 4 39 4 End Time (s) 4 39 4 39 Yield/Force Off (s) 109 33.5 109 33.5 Yield/Force Off 170(s) 99 19.5 97 18.5 Local Start Time (s) 35 0 35 0 Local Yield (s) 105 29.5 105 29.5 Local Yield 170(s) 95 15.5 93 14.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 4 (4%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Shields & Plum/North Dr (Plum) 38 HCM 2010 Signalized Intersection Summary 1: Shields & Plum/North Dr (Plum) Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 8/30/2016 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 58 45 73 58 49 11 82 1397 69 4 1466 115 Future Volume (veh/h) 58 45 73 58 49 11 82 1397 69 4 1466 115 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.91 0.82 0.93 1.00 1.00 0.97 1.00 0.96 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 1642 1676 1642 1642 1676 1676 1676 1676 1642 1676 1676 1642 Adj Flow Rate, veh/h 62 48 53 62 53 0 88 1502 71 4 1576 120 Adj No. of Lanes 010011120120 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 120 88 80 152 115 268 252 2291 108 276 2217 167 Arrive On Green 0.19 0.19 0.19 0.19 0.19 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Sat Flow, veh/h 418 466 426 564 609 1425 259 3092 146 292 2992 226 Grp Volume(v), veh/h 163 0 0 115 0 0 88 771 802 4 832 864 Grp Sat Flow(s),veh/h/ln 1311 0 0 1173 0 1425 259 1593 1645 292 1593 1626 Q Serve(g_s), s 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 13.3 0.0 0.0 11.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prop In Lane 0.38 0.33 0.54 1.00 1.00 0.09 1.00 0.14 Lane Grp Cap(c), veh/h 288 0 0 267 0 268 252 1180 1219 276 1180 1205 V/C Ratio(X) 0.57 0.00 0.00 0.43 0.00 0.00 0.35 0.65 0.66 0.01 0.71 0.72 Avail Cap(c_a), veh/h 339 0 0 320 0 327 252 1180 1219 276 1180 1205 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 0.62 0.62 0.62 0.81 0.81 0.81 Uniform Delay (d), s/veh 44.8 0.0 0.0 43.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Incr Delay (d2), s/veh 1.7 0.0 0.0 1.1 0.0 0.0 2.4 1.8 1.8 0.1 2.9 3.0 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 5.1 0.0 0.0 3.5 0.0 0.0 0.2 0.6 0.6 0.0 1.0 1.0 LnGrp Delay(d),s/veh 46.5 0.0 0.0 44.8 0.0 0.0 2.4 1.8 1.8 0.1 2.9 3.0 LnGrp LOS D D AAAAAA Approach Vol, veh/h 163 115 1661 1700 Approach Delay, s/veh 46.5 44.8 1.8 3.0 Approach LOS D D A A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 92.9 27.1 92.9 27.1 Change Period (Y+Rc), s 5.0 5.5 5.0 5.5 Max Green Setting (Gmax), s 83.0 26.5 83.0 26.5 Max Q Clear Time (g_c+I1), s 2.0 15.3 2.0 13.3 Green Ext Time (p_c), s 40.6 0.8 40.6 0.8 Intersection Summary HCM 2010 Ctrl Delay 5.7 HCM 2010 LOS A 39 Timing Report, Sorted By Phase 1: Shields & Plum/North Dr (Plum) Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 8/30/2016 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 88 32 88 32 Maximum Split (%) 73.3% 26.7% 73.3% 26.7% Minimum Split (s) 23.5 31 24 31 Yellow Time (s) 3.5 3 3.5 3 All-Red Time (s) 1.5 2.5 1.5 2.5 Minimum Initial (s) 10 7 10 7 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) 10 14 12 15 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 82 50 82 50 End Time (s) 50 82 50 82 Yield/Force Off (s) 45 76.5 45 76.5 Yield/Force Off 170(s) 35 62.5 33 61.5 Local Start Time (s) 37 5 37 5 Local Yield (s) 0 31.5 0 31.5 Local Yield 170(s) 110 17.5 108 16.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 100 Offset: 45 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Shields & Plum/North Dr (Plum) 40 HCM 2010 TWSC 2: Scott/Blue Bell & Plum Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 8/30/2016 Intersection Int Delay, s/veh 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 131 0 6 81 6 2 0 3 7 0 1 Future Vol, veh/h 8 131 0 6 81 6 2 0 3 7 0 1 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 9 154 0 7 95 7 2 0 4 8 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 102 0 0 154 0 0 287 289 154 288 286 99 Stage 1 - - - - - - 173 173 - 113 113 - Stage 2 - - - - - - 114 116 - 175 173 - 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 1490 - - 1426 - - 665 621 892 664 623 957 Stage 1 - - - - - - 829 756 - 892 802 - Stage 2 - - - - - - 891 800 - 827 756 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1490 - - 1426 - - 658 614 892 655 616 957 Mov Cap-2 Maneuver - - - - - - 658 614 - 655 616 - Stage 1 - - - - - - 823 751 - 886 798 - Stage 2 - - - - - - 885 796 - 818 751 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.5 9.6 10.4 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 781 1490 - - 1426 - - 682 HCM Lane V/C Ratio 0.008 0.006 - - 0.005 - - 0.014 HCM Control Delay (s) 9.6 7.4 0 - 7.5 0 - 10.4 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 41 Lanes and Geometrics 2: Scott/Blue Bell & Plum Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 8/30/2016 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 0.991 0.910 0.985 Flt Protected 0.997 0.997 0.984 0.957 Satd. Flow (prot) 0 1857 0 0 1840 0 0 1668 0 0 1756 0 Flt Permitted 0.997 0.997 0.984 0.957 Satd. Flow (perm) 0 1857 0 0 1840 0 0 1668 0 0 1756 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 449 1136 509 914 Travel Time (s) 12.2 31.0 11.6 20.8 Intersection Summary Area Type: Other 42 HCM 2010 TWSC 2: Scott/Blue Bell & Plum Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 8/30/2016 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 165 5 4 241 14 1 0 5 11 1 10 Future Vol, veh/h 10 165 5 4 241 14 1 0 5 11 1 10 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 11 183 6 4 268 16 1 0 6 12 1 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 283 0 0 189 0 0 499 500 186 495 495 276 Stage 1 - - - - - - 208 208 - 284 284 - Stage 2 - - - - - - 291 292 - 211 211 - 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 1279 - - 1385 - - 482 473 856 485 476 763 Stage 1 - - - - - - 794 730 - 723 676 - Stage 2 - - - - - - 717 671 - 791 728 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1279 - - 1385 - - 469 467 856 477 470 763 Mov Cap-2 Maneuver - - - - - - 469 467 - 477 470 - Stage 1 - - - - - - 786 723 - 716 674 - Stage 2 - - - - - - 703 669 - 778 721 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.1 9.8 11.6 HCM LOS A B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 753 1279 - - 1385 - - 574 HCM Lane V/C Ratio 0.009 0.009 - - 0.003 - - 0.043 HCM Control Delay (s) 9.8 7.8 0 - 7.6 0 - 11.6 HCM Lane LOS A A A - A A - B HCM 95th %tile Q(veh) 0 0 - - 0 - - 0.1 43 Lanes and Geometrics 2: Scott/Blue Bell & Plum Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 8/30/2016 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 0.996 0.992 0.884 0.938 Flt Protected 0.997 0.999 0.993 0.976 Satd. Flow (prot) 0 1850 0 0 1846 0 0 1635 0 0 1705 0 Flt Permitted 0.997 0.999 0.993 0.976 Satd. Flow (perm) 0 1850 0 0 1846 0 0 1635 0 0 1705 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 654 1478 368 567 Travel Time (s) 17.8 40.3 8.4 12.9 Intersection Summary Area Type: Other 44 HCM 2010 TWSC 4: Site Access & Plum Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 8/30/2016 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 109 1 8 66 5 30 Future Vol, veh/h 109 1 8 66 5 30 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 128 1 9 78 6 35 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 129 0 225 129 Stage 1 - - - - 129 - Stage 2 - - - - 96 - 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 - - 1457 - 763 921 Stage 1 - - - - 897 - Stage 2 - - - - 928 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1457 - 758 921 Mov Cap-2 Maneuver - - - - 758 - Stage 1 - - - - 897 - Stage 2 - - - - 922 - Approach EB WB NB HCM Control Delay, s 0 0.8 9.2 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 894 - - 1457 - HCM Lane V/C Ratio 0.046 - - 0.006 - HCM Control Delay (s) 9.2 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 45 Lanes and Geometrics 4: Site Access & Plum Short Total am City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 9 Light Report 8/30/2016 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.999 0.885 Flt Protected 0.995 0.993 Satd. Flow (prot) 1861 0 0 1853 1637 0 Flt Permitted 0.995 0.993 Satd. Flow (perm) 1861 0 0 1853 1637 0 Link Speed (mph) 25 25 30 Link Distance (ft) 474 449 350 Travel Time (s) 12.9 12.2 8.0 Intersection Summary Area Type: Other 46 HCM 2010 TWSC 4: Site Access & Plum Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 8/30/2016 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 150 9 53 199 5 30 Future Vol, veh/h 150 9 53 199 5 30 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 167 10 59 221 6 33 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 177 0 511 172 Stage 1 - - - - 172 - Stage 2 - - - - 339 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1399 - 523 872 Stage 1 - - - - 858 - Stage 2 - - - - 722 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1399 - 498 872 Mov Cap-2 Maneuver - - - - 498 - Stage 1 - - - - 858 - Stage 2 - - - - 687 - Approach EB WB NB HCM Control Delay, s 0 1.6 9.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 788 - - 1399 - HCM Lane V/C Ratio 0.049 - - 0.042 - HCM Control Delay (s) 9.8 - - 7.7 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0.2 - - 0.1 - 47 Lanes and Geometrics 4: Site Access & Plum Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 8/30/2016 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.992 0.886 Flt Protected 0.990 0.992 Satd. Flow (prot) 1848 0 0 1844 1637 0 Flt Permitted 0.990 0.992 Satd. Flow (perm) 1848 0 0 1844 1637 0 Link Speed (mph) 25 25 30 Link Distance (ft) 645 654 395 Travel Time (s) 17.6 17.8 9.0 Intersection Summary Area Type: Other 48 HCM 2010 AWSC 3: City Park & Plum Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 8/30/2016 Intersection Intersection Delay, s/veh 11.6 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 50 79 28 0 57 100 26 0 40 167 68 Future Vol, veh/h 0 50 79 28 0 57 100 26 0 40 167 68 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 222222222222 Mvmt Flow 0 56 88 31 0 63 111 29 0 44 186 76 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 10.9 11.3 12.5 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 32% 31% 11% Vol Thru, % 61% 50% 55% 69% Vol Right, % 25% 18% 14% 20% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 275 157 183 198 LT Vol 40 50 57 21 Through Vol 167 79 100 137 RT Vol 68 28 26 40 Lane Flow Rate 306 174 203 220 Geometry Grp 1111 Degree of Util (X) 0.446 0.275 0.319 0.331 Departure Headway (Hd) 5.259 5.675 5.641 5.41 Convergence, Y/N Yes Yes Yes Yes Cap 684 631 634 662 Service Time 3.306 3.73 3.693 3.461 HCM Lane V/C Ratio 0.447 0.276 0.32 0.332 HCM Control Delay 12.5 10.9 11.3 11.1 HCM Lane LOS BBBB HCM 95th-tile Q 2.3 1.1 1.4 1.4 49 HCM 2010 AWSC 3: City Park & Plum Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 8/30/2016 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 21 137 40 Future Vol, veh/h 0 21 137 40 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 23 152 44 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 11.1 HCM LOS B 50 Lanes and Geometrics 3: City Park & Plum Short Total pm City of Fort Collins Signal Timing 4:30 pm 8/9/2012 Synchro 9 Light Report 8/30/2016 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 0.976 0.981 0.966 0.973 Flt Protected 0.984 0.985 0.993 0.995 Satd. Flow (prot) 0 1789 0 0 1800 0 0 1787 0 0 1803 0 Flt Permitted 0.984 0.985 0.993 0.995 Satd. Flow (perm) 0 1789 0 0 1800 0 0 1787 0 0 1803 0 Link Speed (mph) 25 25 30 30 Link Distance (ft) 944 645 515 581 Travel Time (s) 25.7 17.6 11.7 13.2 Intersection Summary Area Type: Other 51 APPENDIX F 52 SCALE: 1"=500' Pedestrian Influence Area DELICH ASSOCIATES City Park Avenue Shields Street Blue Bell St. Scott Ave. Plum Street Elizabeth Street Laurel Street 53 Pedestrian LOS Worksheet Project Location Classification: Pedestrian 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 Colorado State University to the east Institutional Minimum A A B A A 1 Actual A A B A A Proposed A A B A A Commercial to the south Commercial Minimum A A B A A 2 Actual A B* B A A Proposed A B* B A A Residential to the west Residential Minimum A A B A A 3 Actual A B* A A A Proposed A B* A A A Residential to the north Residential Minimum A A B A A 4 Actual A B* A A A Proposed A B* A A A Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed * Built under earlier street standards 54 SCALE: 1"=500' Bicycle Influence Area DELICH ASSOCIATES City Park Avenue Shields Street Blue Bell St. Scott Ave. Plum Street Elizabeth Street Laurel Street 55 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 Colorado State 1 University to the east Institutional B B B Campus West to the 2 south Commercial B B B 3 4 56