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MOUNTAIN AVENUE - BASIC DEVELOPMENT REVIEW - BDR160011 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)APPENDIX A 1 2 3 4 5 6 APPENDIX B 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3/5/2014 Observer: City of Fort Collins Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: College/Mountain S = straight L = left turn Time Northbound: College Southbound: College Total Eastbound: Mountain Westbound: Mountain 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 0 111 15 126 8 119 6 133 259 9 34 22 65 3 50 4 57 122 381 7:45 0 115 15 130 7 126 11 144 274 5 32 11 48 11 58 6 75 123 397 8:00 0 131 16 147 2 154 10 166 313 6 32 9 47 11 61 8 80 127 440 8:15 0 117 15 132 5 121 5 131 263 8 26 12 46 11 32 9 52 98 361 7:30-8:30 0 474 61 535 22 520 32 574 1109 28 124 54 206 36 201 27 264 470 1579 PHF n/a 0.9 0.95 0.91 0.69 0.84 0.73 0.86 0.78 0.91 0.61 0.79 0.82 0.82 0.75 0.83 0.9 4:30 0 180 21 201 3 158 19 180 381 11 59 16 86 26 66 18 110 196 577 4:45 0 166 21 187 9 188 26 223 410 9 50 13 72 21 56 21 98 170 580 5:00 0 169 20 189 2 230 32 264 453 10 49 18 77 26 77 8 111 188 641 5:15 0 222 24 246 4 182 41 227 473 13 40 22 75 23 72 19 114 189 662 4:30-5:30 0 737 86 823 18 758 118 894 1717 43 198 69 310 96 271 66 433 743 2460 PHF n/a 0.83 0.9 0.84 0.5 0.82 0.72 0.85 0.83 0.84 0.78 0.9 0.92 0.88 0.79 0.95 0.93 8 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 4/19/2016 Observer: Andy Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Mountain/Remington S = straight L = left turn Time Northbound: Remington Southbound: Total Eastbound: Mountain Westbound: Mountain 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 75 12 0 12 38 8 46 53 53 99 111 7:45 12 8 20 0 20 41 10 51 57 57 108 128 8:00 98 17 0 17 39 9 48 60 60 108 125 8:15 89 17 0 17 43 9 52 53 53 105 122 7:30-8:30 36 0 30 66 0 0 0 0 66 0 161 36 197 0 223 0 223 420 486 PHF 0.75 n/a 0.83 0.83 n/a n/a n/a n/a n/a 0.94 0.9 0.95 n/a 0.93 n/a 0.93 0.95 4:30 21 18 39 0 39 53 13 66 82 82 148 187 4:45 21 21 42 0 42 53 11 64 88 88 152 194 5:00 19 24 43 0 43 79 15 94 87 87 181 224 5:15 20 14 34 0 34 61 15 76 84 84 160 194 4:30-5:30 81 0 77 158 0 0 0 0 158 0 246 54 300 0 341 0 341 641 799 PHF 0.96 n/a 0.8 0.92 n/a n/a n/a n/a n/a 0.78 0.9 0.8 n/a 0.97 n/a 0.97 0.89 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/5/2014 Observer: City of Fort Collins Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Mountain/Matthews-Walnut S = straight L = left turn Time Northbound: Matthews Southbound: Walnut Total Eastbound: Mountain Westbound: Mountain 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 2 3 5 20 6 3 29 34 4 39 5 48 2 43 10 55 103 137 7:45 3 8 2 13 20 9 6 35 48 6 44 5 55 6 70 16 92 147 195 8:00 2 5 3 10 17 13 6 36 46 7 49 5 61 5 52 18 75 136 182 8:15 0 3 1 4 18 11 6 35 39 8 34 0 42 8 52 13 73 115 154 7:30-8:30 5 18 9 32 75 39 21 135 167 25 166 15 206 21 217 57 295 501 668 PHF 0.42 0.56 0.75 0.62 0.94 0.75 0.88 0.94 0.78 0.85 0.75 0.84 0.66 0.78 0.79 0.8 0.86 4:30 0 6 11 17 36 11 13 60 77 14 65 2 81 16 67 13 96 177 254 4:45 7 5 6 18 28 15 8 51 69 16 63 6 85 16 72 12 100 185 254 5:00 1 17 14 32 38 11 9 58 90 15 84 4 103 9 89 22 120 223 313 5:15 4 13 11 28 28 12 13 53 81 20 78 7 105 10 90 14 114 219 300 4:30-5:30 12 41 42 95 130 49 43 222 317 65 290 19 374 51 318 61 430 804 1121 PHF 0.43 0.6 0.75 0.74 0.86 0.82 0.83 0.93 0.81 0.86 0.68 0.89 0.8 0.88 0.69 0.9 0.9 10 APPENDIX C 11 HCM 2010 Signalized Intersection Summary Recent AM 1: College (US 287) & Mountain Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 28 124 54 36 201 27 0 474 61 22 520 32 Future Volume (veh/h) 28 124 54 36 201 27 0 474 61 22 520 32 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 31 138 60 40 223 30 0 527 68 24 578 36 Adj No. of Lanes 120120020020 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 Percent Heavy Veh, % 222222022222 Cap, veh/h 349 694 286 373 897 119 0 1610 207 82 1625 100 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 999 2179 896 1049 2815 373 0 2914 364 60 2857 175 Grp Volume(v), veh/h 31 99 99 40 125 128 0 296 299 331 0 307 Grp Sat Flow(s),veh/h/ln 999 1593 1482 1049 1593 1596 0 1593 1601 1600 0 1492 Q Serve(g_s), s 1.9 3.6 3.9 2.3 4.6 4.8 0.0 7.9 7.9 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.7 3.6 3.9 6.2 4.6 4.8 0.0 7.9 7.9 0.0 0.0 0.0 Prop In Lane 1.00 0.60 1.00 0.23 0.00 0.23 0.07 0.12 Lane Grp Cap(c), veh/h 349 508 473 373 508 509 0 906 911 958 0 849 V/C Ratio(X) 0.09 0.19 0.21 0.11 0.25 0.25 0.00 0.33 0.33 0.35 0.00 0.36 Avail Cap(c_a), veh/h 349 508 473 373 508 509 0 906 911 958 0 849 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.7 19.8 19.9 22.2 20.1 20.2 0.0 9.1 9.1 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.9 1.0 0.6 1.2 1.2 0.0 1.0 1.0 1.0 0.0 1.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.7 1.7 0.7 2.2 2.3 0.0 3.7 3.7 0.3 0.0 0.3 LnGrp Delay(d),s/veh 23.2 20.6 20.9 22.7 21.3 21.4 0.0 10.1 10.1 1.0 0.0 1.2 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 229 293 595 638 Approach Delay, s/veh 21.1 21.5 10.1 1.1 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 8.7 9.9 8.2 Green Ext Time (p_c), s 5.0 1.7 4.9 1.7 Intersection Summary HCM 2010 Ctrl Delay 10.2 HCM 2010 LOS B 12 Timing Report, Sorted By Phase Recent AM 1: College (US 287) & Mountain Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 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) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 1: College (US 287) & Mountain 13 HCM 2010 Signalized Intersection Summary Recent PM 1: College (US 287) & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 43 198 69 96 271 66 0 737 86 18 758 118 Future Volume (veh/h) 43 198 69 96 271 66 0 737 86 18 758 118 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.94 0.86 0.93 0.86 1.00 0.91 0.99 0.90 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 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 46 213 74 103 291 71 0 792 92 19 815 127 Adj No. of Lanes 120120020020 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, % 222222022222 Cap, veh/h 283 720 236 311 787 186 0 1616 188 61 1479 228 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.76 0.76 0.76 Sat Flow, veh/h 858 2259 741 910 2470 583 0 2925 330 25 2601 400 Grp Volume(v), veh/h 46 146 141 103 184 178 0 444 440 517 0 444 Grp Sat Flow(s),veh/h/ln 858 1593 1407 910 1593 1460 0 1593 1579 1626 0 1400 Q Serve(g_s), s 3.5 5.5 6.1 7.7 7.1 7.6 0.0 13.3 13.3 0.0 0.0 10.7 Cycle Q Clear(g_c), s 11.1 5.5 6.1 13.8 7.1 7.6 0.0 13.3 13.3 10.2 0.0 10.7 Prop In Lane 1.00 0.53 1.00 0.40 0.00 0.21 0.04 0.29 Lane Grp Cap(c), veh/h 283 508 448 311 508 465 0 906 898 972 0 796 V/C Ratio(X) 0.16 0.29 0.31 0.33 0.36 0.38 0.00 0.49 0.49 0.53 0.00 0.56 Avail Cap(c_a), veh/h 283 508 448 311 508 465 0 906 898 972 0 796 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.4 20.4 20.6 25.8 21.0 21.1 0.0 10.3 10.3 5.4 0.0 5.5 Incr Delay (d2), s/veh 1.2 1.4 1.8 2.8 2.0 2.4 0.0 1.9 1.9 2.1 0.0 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 2.6 2.6 2.2 3.4 3.3 0.0 6.3 6.2 5.0 0.0 4.6 LnGrp Delay(d),s/veh 26.7 21.9 22.4 28.7 23.0 23.5 0.0 12.2 12.2 7.5 0.0 8.3 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 333 465 884 961 Approach Delay, s/veh 22.8 24.5 12.2 7.9 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 12.7 13.1 15.3 15.8 Green Ext Time (p_c), s 8.9 2.6 8.7 2.3 Intersection Summary HCM 2010 Ctrl Delay 14.1 HCM 2010 LOS B 14 Timing Report, Sorted By Phase Recent PM 1: College (US 287) & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 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) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 1: College (US 287) & Mountain 15 HCM 2010 TWSC Recent AM 2: Remington & Mountain Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates recent am.syn Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 161 36 0 223 35 30 Future Vol, veh/h 161 36 0 223 35 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 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 189 42 0 262 41 35 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 232 0 342 116 Stage 1 - - - - 211 - Stage 2 - - - - 131 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1333 - 628 914 Stage 1 - - - - 804 - Stage 2 - - - - 881 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1333 - 628 914 Mov Cap-2 Maneuver - - - - 628 - Stage 1 - - - - 804 - Stage 2 - - - - 881 - Approach EB WB NB HCM Control Delay, s 0 0 10.2 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 628 914 - - 1333 - HCM Lane V/C Ratio 0.066 0.039 ---- HCM Control Delay (s) 11.1 9.1 - - 0 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - 16 Lanes and Geometrics Recent AM 2: Remington & Mountain Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates recent am.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.973 0.850 Flt Protected 0.950 Satd. Flow (prot) 3444 0 0 3539 1770 1583 Flt Permitted 0.950 Satd. Flow (perm) 3444 0 0 3539 1770 1583 Link Speed (mph) 30 25 30 Link Distance (ft) 380 437 425 Travel Time (s) 8.6 11.9 9.7 Intersection Summary Area Type: Other 17 HCM 2010 TWSC Recent PM 2: Remington & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Intersection Int Delay, s/veh 2.3 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 246 54 0 341 81 77 Future Vol, veh/h 246 54 0 341 81 77 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 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 273 60 0 379 90 86 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 333 0 492 167 Stage 1 - - - - 303 - Stage 2 - - - - 189 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1223 - 506 848 Stage 1 - - - - 723 - Stage 2 - - - - 824 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1223 - 506 848 Mov Cap-2 Maneuver - - - - 506 - Stage 1 - - - - 723 - Stage 2 - - - - 824 - Approach EB WB NB HCM Control Delay, s 0 0 11.7 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 506 848 - - 1223 - HCM Lane V/C Ratio 0.178 0.101 ---- HCM Control Delay (s) 13.6 9.7 - - 0 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.6 0.3 - - 0 - 18 Lanes and Geometrics Recent PM 2: Remington & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.973 0.850 Flt Protected 0.950 Satd. Flow (prot) 3444 0 0 3539 1770 1583 Flt Permitted 0.950 Satd. Flow (perm) 3444 0 0 3539 1770 1583 Link Speed (mph) 30 25 30 Link Distance (ft) 390 427 431 Travel Time (s) 8.9 11.6 9.8 Intersection Summary Area Type: Other 19 HCM 2010 Signalized Intersection Summary Recent AM 3: Mathews/Walnut & Mountain Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates recent am.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 166 15 21 217 57 5 18 9 75 39 21 Future Volume (veh/h) 25 166 15 21 217 57 5 18 9 75 39 21 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 0.96 1.00 0.97 0.99 0.97 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 29 193 8 24 252 32 6 21 3 87 45 7 Adj No. of Lanes 120120010110 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, % 222222222222 Cap, veh/h 553 1615 67 637 1530 192 144 464 62 562 559 87 Arrive On Green 1.00 1.00 1.00 0.52 0.52 0.52 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 979 3112 128 1055 2950 370 236 1216 161 1228 1466 228 Grp Volume(v), veh/h 29 98 103 24 140 144 30 0 0 87 0 52 Grp Sat Flow(s),veh/h/ln 979 1593 1648 1055 1656 1663 1614 0 0 1228 0 1695 Q Serve(g_s), s 0.2 0.0 0.0 0.9 3.6 3.6 0.0 0.0 0.0 2.6 0.0 1.6 Cycle Q Clear(g_c), s 3.9 0.0 0.0 0.9 3.6 3.6 0.9 0.0 0.0 3.5 0.0 1.6 Prop In Lane 1.00 0.08 1.00 0.22 0.20 0.10 1.00 0.13 Lane Grp Cap(c), veh/h 553 826 855 637 859 863 669 0 0 562 0 646 V/C Ratio(X) 0.05 0.12 0.12 0.04 0.16 0.17 0.04 0.00 0.00 0.15 0.00 0.08 Avail Cap(c_a), veh/h 553 826 855 637 859 863 669 0 0 562 0 646 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.2 0.0 0.0 9.5 10.1 10.1 15.6 0.0 0.0 16.3 0.0 15.8 Incr Delay (d2), s/veh 0.2 0.3 0.3 0.1 0.4 0.4 0.1 0.0 0.0 0.6 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.3 1.7 1.8 0.4 0.0 0.0 1.3 0.0 0.8 LnGrp Delay(d),s/veh 0.3 0.3 0.3 9.6 10.5 10.6 15.7 0.0 0.0 16.9 0.0 16.0 LnGrp LOS AAAABBB B B Approach Vol, veh/h 230 308 30 139 Approach Delay, s/veh 0.3 10.5 15.7 16.6 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 35.0 45.0 35.0 45.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 29.5 40.5 29.5 40.5 Max Q Clear Time (g_c+I1), s 5.5 5.9 2.9 5.6 Green Ext Time (p_c), s 0.5 1.8 0.6 1.8 Intersection Summary HCM 2010 Ctrl Delay 8.6 HCM 2010 LOS A 20 Timing Report, Sorted By Phase Recent AM 3: Mathews/Walnut & Mountain Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates recent am.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 35 45 35 45 Maximum Split (%) 43.8% 56.3% 43.8% 56.3% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 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) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 79 44 79 End Time (s) 79 44 79 44 Yield/Force Off (s) 73.5 39.5 73.5 39.5 Yield/Force Off 170(s) 56.5 29.5 56.5 29.5 Local Start Time (s) 0 35 0 35 Local Yield (s) 29.5 75.5 29.5 75.5 Local Yield 170(s) 12.5 65.5 12.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 44 (55%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 3: Mathews/Walnut & Mountain 21 HCM 2010 Signalized Intersection Summary Recent PM 3: Mathews/Walnut & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 290 19 51 318 61 12 41 42 130 50 43 Future Volume (veh/h) 65 290 19 51 318 61 12 41 42 130 50 43 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.98 0.95 0.98 0.93 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 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 72 322 14 57 353 46 13 46 11 144 56 11 Adj No. of Lanes 120120010110 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 545 1802 78 621 1699 219 116 366 80 477 445 87 Arrive On Green 1.00 1.00 1.00 0.58 0.58 0.58 0.32 0.32 0.32 0.32 0.32 0.32 Sat Flow, veh/h 870 3100 134 914 2923 377 197 1150 251 1179 1397 274 Grp Volume(v), veh/h 72 165 171 57 198 201 70 0 0 144 0 67 Grp Sat Flow(s),veh/h/ln 870 1593 1641 914 1656 1644 1598 0 0 1179 0 1672 Q Serve(g_s), s 0.8 0.0 0.0 2.2 4.6 4.7 0.0 0.0 0.0 4.3 0.0 2.3 Cycle Q Clear(g_c), s 5.4 0.0 0.0 2.2 4.6 4.7 2.4 0.0 0.0 6.7 0.0 2.3 Prop In Lane 1.00 0.08 1.00 0.23 0.19 0.16 1.00 0.16 Lane Grp Cap(c), veh/h 545 926 954 621 963 955 563 0 0 477 0 533 V/C Ratio(X) 0.13 0.18 0.18 0.09 0.21 0.21 0.12 0.00 0.00 0.30 0.00 0.13 Avail Cap(c_a), veh/h 545 926 954 621 963 955 563 0 0 477 0 533 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.3 0.0 0.0 7.5 8.0 8.0 19.4 0.0 0.0 20.7 0.0 19.3 Incr Delay (d2), s/veh 0.5 0.4 0.4 0.3 0.5 0.5 0.5 0.0 0.0 1.6 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.2 0.1 0.1 0.6 2.2 2.3 1.2 0.0 0.0 2.7 0.0 1.1 LnGrp Delay(d),s/veh 0.8 0.4 0.4 7.8 8.5 8.5 19.8 0.0 0.0 22.3 0.0 19.8 LnGrp LOS AAAAAAB C B Approach Vol, veh/h 408 456 70 211 Approach Delay, s/veh 0.5 8.4 19.8 21.5 Approach LOS A A B C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 30.0 50.0 30.0 50.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 24.5 45.5 24.5 45.5 Max Q Clear Time (g_c+I1), s 8.7 7.4 4.4 6.7 Green Ext Time (p_c), s 0.9 3.4 1.0 3.4 Intersection Summary HCM 2010 Ctrl Delay 8.7 HCM 2010 LOS A 22 Timing Report, Sorted By Phase Recent PM 3: Mathews/Walnut & Mountain Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates recent pm.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 30 50 30 50 Maximum Split (%) 37.5% 62.5% 37.5% 62.5% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 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) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 68 18 68 18 End Time (s) 18 68 18 68 Yield/Force Off (s) 12.5 63.5 12.5 63.5 Yield/Force Off 170(s) 75.5 53.5 75.5 53.5 Local Start Time (s) 0 30 0 30 Local Yield (s) 24.5 75.5 24.5 75.5 Local Yield 170(s) 7.5 65.5 7.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 68 (85%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 3: Mathews/Walnut & Mountain 23 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 24 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, arterial/collector or local- any approach leg) N/A F** F** E Stop sign control (collector/local--any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment 25 APPENDIX D 26 HCM 2010 Signalized Intersection Summary Short Background AM 1: College (US 287) & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 130 57 38 211 28 0 504 71 23 557 34 Future Volume (veh/h) 29 130 57 38 211 28 0 504 71 23 557 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 32 144 63 42 234 31 0 560 79 26 619 38 Adj No. of Lanes 120120020020 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 Percent Heavy Veh, % 222222022222 Cap, veh/h 343 693 287 368 899 117 0 1590 224 83 1622 98 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.57 0.57 0.57 Sat Flow, veh/h 988 2173 901 1040 2821 368 0 2879 393 61 2852 172 Grp Volume(v), veh/h 32 103 104 42 131 134 0 318 321 354 0 329 Grp Sat Flow(s),veh/h/ln 988 1593 1481 1040 1593 1597 0 1593 1595 1593 0 1492 Q Serve(g_s), s 2.0 3.8 4.1 2.5 4.9 5.0 0.0 8.6 8.7 0.0 0.0 9.8 Cycle Q Clear(g_c), s 7.0 3.8 4.1 6.6 4.9 5.0 0.0 8.6 8.7 9.2 0.0 9.8 Prop In Lane 1.00 0.61 1.00 0.23 0.00 0.25 0.07 0.12 Lane Grp Cap(c), veh/h 343 508 472 368 508 509 0 906 907 954 0 849 V/C Ratio(X) 0.09 0.20 0.22 0.11 0.26 0.26 0.00 0.35 0.35 0.37 0.00 0.39 Avail Cap(c_a), veh/h 343 508 472 368 508 509 0 906 907 954 0 849 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.9 19.9 20.0 22.4 20.2 20.3 0.0 9.3 9.3 9.4 0.0 9.5 Incr Delay (d2), s/veh 0.5 0.9 1.1 0.6 1.2 1.3 0.0 1.1 1.1 1.1 0.0 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.8 1.8 0.8 2.3 2.4 0.0 4.0 4.0 4.5 0.0 4.2 LnGrp Delay(d),s/veh 23.4 20.8 21.0 23.0 21.4 21.5 0.0 10.4 10.4 10.5 0.0 10.9 LnGrp LOS CCCCCC BBB B Approach Vol, veh/h 239 307 639 683 Approach Delay, s/veh 21.2 21.7 10.4 10.7 Approach LOS C C B B Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 11.8 9.0 10.7 8.6 Green Ext Time (p_c), s 5.4 1.8 5.4 1.8 Intersection Summary HCM 2010 Ctrl Delay 13.7 HCM 2010 LOS B 27 Timing Report, Sorted By Phase Short Background AM 1: College (US 287) & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 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) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 1: College (US 287) & Mountain 28 HCM 2010 Signalized Intersection Summary Short Background PM 1: College (US 287) & Mountain Signal at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 208 73 101 285 69 0 781 97 19 810 124 Future Volume (veh/h) 45 208 73 101 285 69 0 781 97 19 810 124 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.94 0.86 0.93 0.86 1.00 0.91 0.99 0.90 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 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 48 224 78 109 306 74 0 840 104 20 871 133 Adj No. of Lanes 120120020020 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, % 222222022222 Cap, veh/h 275 719 237 305 788 185 0 1602 198 61 1482 224 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.76 0.76 0.76 Sat Flow, veh/h 846 2256 743 900 2474 580 0 2901 349 25 2605 393 Grp Volume(v), veh/h 48 154 148 109 194 186 0 475 469 550 0 474 Grp Sat Flow(s),veh/h/ln 846 1593 1406 900 1593 1461 0 1593 1573 1622 0 1402 Q Serve(g_s), s 3.8 5.8 6.4 8.4 7.5 8.0 0.0 14.7 14.7 0.0 0.0 12.0 Cycle Q Clear(g_c), s 11.7 5.8 6.4 14.8 7.5 8.0 0.0 14.7 14.7 11.3 0.0 12.0 Prop In Lane 1.00 0.53 1.00 0.40 0.00 0.22 0.04 0.28 Lane Grp Cap(c), veh/h 275 508 448 305 508 466 0 906 895 969 0 797 V/C Ratio(X) 0.17 0.30 0.33 0.36 0.38 0.40 0.00 0.52 0.52 0.57 0.00 0.59 Avail Cap(c_a), veh/h 275 508 448 305 508 466 0 906 895 969 0 797 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.9 20.6 20.7 26.4 21.1 21.3 0.0 10.6 10.6 5.6 0.0 5.7 Incr Delay (d2), s/veh 1.4 1.5 2.0 3.2 2.2 2.6 0.0 2.2 2.2 2.4 0.0 3.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.8 2.7 2.4 3.6 3.5 0.0 6.9 6.8 5.8 0.0 5.1 LnGrp Delay(d),s/veh 27.2 22.1 22.7 29.6 23.3 23.8 0.0 12.8 12.8 8.0 0.0 8.9 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 350 489 944 1024 Approach Delay, s/veh 23.1 24.9 12.8 8.4 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 14.0 13.7 16.7 16.8 Green Ext Time (p_c), s 9.7 2.7 9.5 2.3 Intersection Summary HCM 2010 Ctrl Delay 14.6 HCM 2010 LOS B 29 Timing Report, Sorted By Phase Short Background PM 1: College (US 287) & Mountain Signal at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 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) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 1: College (US 287) & Mountain 30 HCM 2010 TWSC Short Background AM 2: Remington & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rt.syn Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 177 38 0 237 37 32 Future Vol, veh/h 177 38 0 237 37 32 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 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 208 45 0 279 44 38 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 253 0 370 126 Stage 1 - - - - 231 - Stage 2 - - - - 139 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1309 - 603 901 Stage 1 - - - - 785 - Stage 2 - - - - 873 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1309 - 603 901 Mov Cap-2 Maneuver - - - - 603 - Stage 1 - - - - 785 - Stage 2 - - - - 873 - Approach EB WB NB HCM Control Delay, s 0 0 10.4 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 603 901 - - 1309 - HCM Lane V/C Ratio 0.072 0.042 ---- HCM Control Delay (s) 11.4 9.2 - - 0 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - 31 Lanes and Geometrics Short Background AM 2: Remington & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rt.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.973 0.850 Flt Protected 0.950 Satd. Flow (prot) 3444 0 0 3539 1770 1583 Flt Permitted 0.950 Satd. Flow (perm) 3444 0 0 3539 1770 1583 Link Speed (mph) 30 25 30 Link Distance (ft) 380 437 412 Travel Time (s) 8.6 11.9 9.4 Intersection Summary Area Type: Other 32 HCM 2010 TWSC Short Background PM 2: Remington & Mountain Signal at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rt.syn Intersection Int Delay, s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 268 57 0 362 86 82 Future Vol, veh/h 268 57 0 362 86 82 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 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 298 63 0 402 96 91 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 361 0 530 181 Stage 1 - - - - 329 - Stage 2 - - - - 201 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1194 - 479 831 Stage 1 - - - - 701 - Stage 2 - - - - 813 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1194 - 479 831 Mov Cap-2 Maneuver - - - - 479 - Stage 1 - - - - 701 - Stage 2 - - - - 813 - Approach EB WB NB HCM Control Delay, s 0 0 12.2 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 479 831 - - 1194 - HCM Lane V/C Ratio 0.199 0.11 ---- HCM Control Delay (s) 14.4 9.9 - - 0 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.7 0.4 - - 0 - 33 Lanes and Geometrics Short Background PM 2: Remington & Mountain Signal at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rt.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.974 0.850 Flt Protected 0.950 Satd. Flow (prot) 3447 0 0 3539 1770 1583 Flt Permitted 0.950 Satd. Flow (perm) 3447 0 0 3539 1770 1583 Link Speed (mph) 30 25 30 Link Distance (ft) 410 407 386 Travel Time (s) 9.3 11.1 8.8 Intersection Summary Area Type: Other 34 HCM 2010 Signalized Intersection Summary Short Background AM 3: Mathews/Walnut & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 33 174 16 22 228 60 5 19 9 79 41 22 Future Volume (veh/h) 33 174 16 22 228 60 5 19 9 79 41 22 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 0.96 1.00 0.97 0.99 0.97 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 38 202 9 26 265 35 6 22 3 92 48 7 Adj No. of Lanes 120120010110 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, % 222222222222 Cap, veh/h 544 1609 71 632 1522 198 140 471 60 562 565 82 Arrive On Green 1.00 1.00 1.00 0.52 0.52 0.52 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 965 3101 137 1046 2934 383 226 1235 157 1227 1481 216 Grp Volume(v), veh/h 38 103 108 26 148 152 31 0 0 92 0 55 Grp Sat Flow(s),veh/h/ln 965 1593 1646 1046 1656 1661 1618 0 0 1227 0 1697 Q Serve(g_s), s 0.3 0.0 0.0 1.0 3.8 3.9 0.0 0.0 0.0 2.8 0.0 1.7 Cycle Q Clear(g_c), s 4.2 0.0 0.0 1.0 3.8 3.9 0.9 0.0 0.0 3.7 0.0 1.7 Prop In Lane 1.00 0.08 1.00 0.23 0.19 0.10 1.00 0.13 Lane Grp Cap(c), veh/h 544 826 854 632 859 861 671 0 0 562 0 647 V/C Ratio(X) 0.07 0.12 0.13 0.04 0.17 0.18 0.05 0.00 0.00 0.16 0.00 0.09 Avail Cap(c_a), veh/h 544 826 854 632 859 861 671 0 0 562 0 647 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.2 0.0 0.0 9.5 10.2 10.2 15.6 0.0 0.0 16.4 0.0 15.8 Incr Delay (d2), s/veh 0.2 0.3 0.3 0.1 0.4 0.4 0.1 0.0 0.0 0.6 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.3 1.8 1.9 0.5 0.0 0.0 1.5 0.0 0.8 LnGrp Delay(d),s/veh 0.4 0.3 0.3 9.6 10.6 10.6 15.7 0.0 0.0 17.0 0.0 16.1 LnGrp LOS AAAABBB B B Approach Vol, veh/h 249 326 31 147 Approach Delay, s/veh 0.3 10.5 15.7 16.7 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 35.0 45.0 35.0 45.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 29.5 40.5 29.5 40.5 Max Q Clear Time (g_c+I1), s 5.7 6.2 2.9 5.9 Green Ext Time (p_c), s 0.6 2.0 0.6 2.0 Intersection Summary HCM 2010 Ctrl Delay 8.6 HCM 2010 LOS A 35 Timing Report, Sorted By Phase Short Background AM 3: Mathews/Walnut & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rt.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 35 45 35 45 Maximum Split (%) 43.8% 56.3% 43.8% 56.3% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 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) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 79 44 79 End Time (s) 79 44 79 44 Yield/Force Off (s) 73.5 39.5 73.5 39.5 Yield/Force Off 170(s) 56.5 29.5 56.5 29.5 Local Start Time (s) 0 35 0 35 Local Yield (s) 29.5 75.5 29.5 75.5 Local Yield 170(s) 12.5 65.5 12.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 44 (55%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 3: Mathews/Walnut & Mountain 36 HCM 2010 Signalized Intersection Summary Short Background PM 3: Mathews/Walnut & Mountain Signal at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 75 305 20 54 332 64 13 43 44 137 53 45 Future Volume (veh/h) 75 305 20 54 332 64 13 43 44 137 53 45 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.98 0.95 0.98 0.93 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 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 83 339 15 60 369 49 14 48 12 152 59 12 Adj No. of Lanes 120120010110 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 535 1800 79 613 1694 223 118 361 82 477 442 90 Arrive On Green 1.00 1.00 1.00 0.58 0.58 0.58 0.32 0.32 0.32 0.32 0.32 0.32 Sat Flow, veh/h 856 3097 136 900 2915 383 202 1133 258 1176 1387 282 Grp Volume(v), veh/h 83 174 180 60 208 210 74 0 0 152 0 71 Grp Sat Flow(s),veh/h/ln 856 1593 1641 900 1656 1642 1593 0 0 1176 0 1670 Q Serve(g_s), s 1.0 0.0 0.0 2.4 4.8 4.9 0.0 0.0 0.0 4.6 0.0 2.4 Cycle Q Clear(g_c), s 5.9 0.0 0.0 2.4 4.8 4.9 2.5 0.0 0.0 7.1 0.0 2.4 Prop In Lane 1.00 0.08 1.00 0.23 0.19 0.16 1.00 0.17 Lane Grp Cap(c), veh/h 535 926 954 613 963 954 561 0 0 477 0 532 V/C Ratio(X) 0.16 0.19 0.19 0.10 0.22 0.22 0.13 0.00 0.00 0.32 0.00 0.13 Avail Cap(c_a), veh/h 535 926 954 613 963 954 561 0 0 477 0 532 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.3 0.0 0.0 7.5 8.0 8.0 19.4 0.0 0.0 20.8 0.0 19.4 Incr Delay (d2), s/veh 0.6 0.4 0.4 0.3 0.5 0.5 0.5 0.0 0.0 1.8 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.1 0.1 0.6 2.3 2.4 1.2 0.0 0.0 2.8 0.0 1.2 LnGrp Delay(d),s/veh 0.9 0.4 0.4 7.8 8.5 8.6 19.9 0.0 0.0 22.6 0.0 19.9 LnGrp LOS AAAAAAB C B Approach Vol, veh/h 437 478 74 223 Approach Delay, s/veh 0.5 8.5 19.9 21.7 Approach LOS A A B C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 30.0 50.0 30.0 50.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 24.5 45.5 24.5 45.5 Max Q Clear Time (g_c+I1), s 9.1 7.9 4.5 6.9 Green Ext Time (p_c), s 1.0 3.7 1.0 3.7 Intersection Summary HCM 2010 Ctrl Delay 8.7 HCM 2010 LOS A 37 Timing Report, Sorted By Phase Short Background PM 3: Mathews/Walnut & Mountain Signal at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rt.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 30 50 30 50 Maximum Split (%) 37.5% 62.5% 37.5% 62.5% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 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) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 68 18 68 18 End Time (s) 18 68 18 68 Yield/Force Off (s) 12.5 63.5 12.5 63.5 Yield/Force Off 170(s) 75.5 53.5 75.5 53.5 Local Start Time (s) 0 30 0 30 Local Yield (s) 24.5 75.5 24.5 75.5 Local Yield 170(s) 7.5 65.5 7.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 68 (85%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 3: Mathews/Walnut & Mountain 38 APPENDIX E 39 HCM 2010 Signalized Intersection Summary Short Background AM 1: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rndabt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 130 57 48 211 28 0 498 77 23 547 34 Future Volume (veh/h) 29 130 57 48 211 28 0 498 77 23 547 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 32 144 63 53 234 31 0 553 86 26 608 38 Adj No. of Lanes 120120020020 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 Percent Heavy Veh, % 222222022222 Cap, veh/h 343 693 287 368 899 117 0 1566 243 84 1618 99 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 988 2173 901 1040 2821 368 0 2838 427 62 2845 175 Grp Volume(v), veh/h 32 103 104 53 131 134 0 319 320 348 0 324 Grp Sat Flow(s),veh/h/ln 988 1593 1481 1040 1593 1597 0 1593 1588 1591 0 1492 Q Serve(g_s), s 2.0 3.8 4.1 3.1 4.9 5.0 0.0 8.6 8.7 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.0 3.8 4.1 7.2 4.9 5.0 0.0 8.6 8.7 0.0 0.0 0.0 Prop In Lane 1.00 0.61 1.00 0.23 0.00 0.27 0.07 0.12 Lane Grp Cap(c), veh/h 343 508 472 368 508 509 0 906 903 953 0 849 V/C Ratio(X) 0.09 0.20 0.22 0.14 0.26 0.26 0.00 0.35 0.35 0.36 0.00 0.38 Avail Cap(c_a), veh/h 343 508 472 368 508 509 0 906 903 953 0 849 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 22.9 19.9 20.0 22.6 20.2 20.3 0.0 9.3 9.3 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.5 0.9 1.1 0.8 1.2 1.3 0.0 1.1 1.1 1.1 0.0 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.8 1.8 1.0 2.3 2.4 0.0 4.0 4.0 0.3 0.0 0.3 LnGrp Delay(d),s/veh 23.4 20.8 21.0 23.4 21.4 21.5 0.0 10.4 10.4 1.1 0.0 1.3 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 239 318 639 672 Approach Delay, s/veh 21.2 21.8 10.4 1.2 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 9.0 10.7 9.2 Green Ext Time (p_c), s 5.4 1.8 5.3 1.8 Intersection Summary HCM 2010 Ctrl Delay 10.4 HCM 2010 LOS B 40 Timing Report, Sorted By Phase Short Background AM 1: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rndabt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 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) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 1: College (US 287) & Mountain 41 HCM 2010 Signalized Intersection Summary Short Background PM 1: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rndabt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 208 73 114 285 69 0 775 103 19 797 124 Future Volume (veh/h) 45 208 73 114 285 69 0 775 103 19 797 124 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.94 0.86 0.93 0.86 1.00 0.91 0.99 0.90 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 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 48 224 78 123 306 74 0 833 111 20 857 133 Adj No. of Lanes 120120020020 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, % 222222022222 Cap, veh/h 275 719 237 305 788 185 0 1585 211 61 1477 227 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.76 0.76 0.76 Sat Flow, veh/h 846 2256 743 900 2474 580 0 2871 371 26 2598 398 Grp Volume(v), veh/h 48 154 148 123 194 186 0 476 468 542 0 468 Grp Sat Flow(s),veh/h/ln 846 1593 1406 900 1593 1461 0 1593 1566 1621 0 1401 Q Serve(g_s), s 3.8 5.8 6.4 9.6 7.5 8.0 0.0 14.7 14.7 0.0 0.0 11.7 Cycle Q Clear(g_c), s 11.7 5.8 6.4 16.0 7.5 8.0 0.0 14.7 14.7 11.1 0.0 11.7 Prop In Lane 1.00 0.53 1.00 0.40 0.00 0.24 0.04 0.28 Lane Grp Cap(c), veh/h 275 508 448 305 508 466 0 906 891 969 0 797 V/C Ratio(X) 0.17 0.30 0.33 0.40 0.38 0.40 0.00 0.53 0.53 0.56 0.00 0.59 Avail Cap(c_a), veh/h 275 508 448 305 508 466 0 906 891 969 0 797 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.9 20.6 20.7 26.8 21.1 21.3 0.0 10.6 10.6 5.5 0.0 5.6 Incr Delay (d2), s/veh 1.4 1.5 2.0 3.9 2.2 2.6 0.0 2.2 2.2 2.3 0.0 3.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.8 2.7 2.7 3.6 3.5 0.0 6.9 6.8 5.5 0.0 5.0 LnGrp Delay(d),s/veh 27.2 22.1 22.7 30.8 23.3 23.8 0.0 12.8 12.8 7.9 0.0 8.8 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 350 503 944 1010 Approach Delay, s/veh 23.1 25.3 12.8 8.3 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 13.7 13.7 16.7 18.0 Green Ext Time (p_c), s 9.7 2.8 9.4 2.1 Intersection Summary HCM 2010 Ctrl Delay 14.7 HCM 2010 LOS B 42 Timing Report, Sorted By Phase Short Background PM 1: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rndabt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 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) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 1: College (US 287) & Mountain 43 HCM 2010 TWSC Short Background AM 2: Remington & Mountain Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rndabt.syn Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 183 38 0 247 37 32 Future Vol, veh/h 183 38 0 247 37 32 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 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 215 45 0 291 44 38 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 260 0 383 130 Stage 1 - - - - 238 - Stage 2 - - - - 145 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1302 - 592 896 Stage 1 - - - - 779 - Stage 2 - - - - 867 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1302 - 592 896 Mov Cap-2 Maneuver - - - - 592 - Stage 1 - - - - 779 - Stage 2 - - - - 867 - Approach EB WB NB HCM Control Delay, s 0 0 10.5 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 592 896 - - 1302 - HCM Lane V/C Ratio 0.074 0.042 ---- HCM Control Delay (s) 11.6 9.2 - - 0 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - 44 Lanes and Geometrics Short Background AM 2: Remington & Mountain Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rndabt.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.974 0.850 Flt Protected 0.950 Satd. Flow (prot) 3447 0 0 3539 1770 1583 Flt Permitted 0.950 Satd. Flow (perm) 3447 0 0 3539 1770 1583 Link Speed (mph) 30 25 30 Link Distance (ft) 400 417 329 Travel Time (s) 9.1 11.4 7.5 Intersection Summary Area Type: Other 45 HCM 2010 TWSC Short Background PM 2: Remington & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rndabt.syn Intersection Int Delay, s/veh 2.4 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 274 57 0 375 86 82 Future Vol, veh/h 274 57 0 375 86 82 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 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 304 63 0 417 96 91 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 368 0 544 184 Stage 1 - - - - 336 - Stage 2 - - - - 208 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1187 - 469 827 Stage 1 - - - - 696 - Stage 2 - - - - 807 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1187 - 469 827 Mov Cap-2 Maneuver - - - - 469 - Stage 1 - - - - 696 - Stage 2 - - - - 807 - Approach EB WB NB HCM Control Delay, s 0 0 12.3 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 469 827 - - 1187 - HCM Lane V/C Ratio 0.204 0.11 ---- HCM Control Delay (s) 14.6 9.9 - - 0 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.8 0.4 - - 0 - 46 Lanes and Geometrics Short Background PM 2: Remington & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rndabt.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.974 0.850 Flt Protected 0.950 Satd. Flow (prot) 3447 0 0 3539 1770 1583 Flt Permitted 0.950 Satd. Flow (perm) 3447 0 0 3539 1770 1583 Link Speed (mph) 30 25 30 Link Distance (ft) 390 427 490 Travel Time (s) 8.9 11.6 11.1 Intersection Summary Area Type: Other 47 HCM 2010 Roundabout Short Background AM 3: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rndabt.syn Intersection Intersection Delay, s/veh 7.1 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 266 389 38 170 Demand Flow Rate, veh/h 271 397 38 174 Vehicles Circulating, veh/h 190 78 366 331 Vehicles Exiting, veh/h 315 326 95 138 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 17 3 5 4 Ped Cap Adj 0.998 1.000 0.999 0.999 Approach Delay, s/veh 7.0 7.6 5.1 6.9 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 271 397 38 174 Cap Entry Lane, veh/h 934 1045 784 812 Entry HV Adj Factor 0.983 0.979 0.989 0.977 Flow Entry, veh/h 266 389 38 170 Cap Entry, veh/h 916 1023 774 792 V/C Ratio 0.291 0.380 0.049 0.215 Control Delay, s/veh 7.0 7.6 5.1 6.9 LOSAAAA 95th %tile Queue, veh 1201 48 HCM 2010 Roundabout Short Background AM 3: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates sb am rndabt.syn Intersection Intersection Delay, s/veh Intersection LOS Approach SW Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 42 Demand Flow Rate, veh/h 42 Vehicles Circulating, veh/h 427 Vehicles Exiting, veh/h 48 Follow-Up Headway, s 3.186 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 5.5 Approach LOS A Lane Left Designated Moves LR Assumed Moves LR RT Channelized Lane Util 1.000 Critical Headway, s 5.193 Entry Flow, veh/h 42 Cap Entry Lane, veh/h 737 Entry HV Adj Factor 0.993 Flow Entry, veh/h 42 Cap Entry, veh/h 732 V/C Ratio 0.057 Control Delay, s/veh 5.5 LOS A 95th %tile Queue, veh 0 49 HCM 2010 Roundabout Short Background PM 3: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rndabt.syn Intersection Intersection Delay, s/veh 11.1 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 451 527 111 264 Demand Flow Rate, veh/h 460 537 113 269 Vehicles Circulating, veh/h 299 158 616 485 Vehicles Exiting, veh/h 455 571 143 216 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 28 21 35 43 Ped Cap Adj 0.996 0.997 0.995 0.994 Approach Delay, s/veh 12.4 11.3 8.3 10.6 Approach LOS BBAB Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 460 537 113 269 Cap Entry Lane, veh/h 838 965 610 696 Entry HV Adj Factor 0.982 0.981 0.983 0.981 Flow Entry, veh/h 452 527 111 264 Cap Entry, veh/h 820 943 597 678 V/C Ratio 0.551 0.558 0.186 0.389 Control Delay, s/veh 12.4 11.3 8.3 10.6 LOSBBAB 95th %tile Queue, veh 3412 50 HCM 2010 Roundabout Short Background PM 3: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates sb pm rndabt.syn Intersection Intersection Delay, s/veh Intersection LOS Approach SW Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 51 Demand Flow Rate, veh/h 51 Vehicles Circulating, veh/h 650 Vehicles Exiting, veh/h 45 Follow-Up Headway, s 3.186 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 7.2 Approach LOS A Lane Left Designated Moves LR Assumed Moves LR RT Channelized Lane Util 1.000 Critical Headway, s 5.193 Entry Flow, veh/h 51 Cap Entry Lane, veh/h 590 Entry HV Adj Factor 0.992 Flow Entry, veh/h 51 Cap Entry, veh/h 585 V/C Ratio 0.086 Control Delay, s/veh 7.2 LOS A 95th %tile Queue, veh 0 51 APPENDIX F 52 HCM 2010 Signalized Intersection Summary Short Total AM 1: College (US 287) & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 138 57 38 213 32 0 504 75 40 557 34 Future Volume (veh/h) 29 138 57 38 213 32 0 504 75 40 557 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 32 153 63 42 237 36 0 560 83 44 619 38 Adj No. of Lanes 120120020020 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 Percent Heavy Veh, % 222222022222 Cap, veh/h 339 706 276 364 882 132 0 1578 233 122 1540 93 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.57 0.57 0.57 Sat Flow, veh/h 981 2214 867 1032 2766 413 0 2858 410 125 2708 164 Grp Volume(v), veh/h 32 108 108 42 135 138 0 321 322 354 0 347 Grp Sat Flow(s),veh/h/ln 981 1593 1489 1032 1593 1587 0 1593 1592 1503 0 1494 Q Serve(g_s), s 2.0 4.0 4.3 2.5 5.0 5.2 0.0 8.7 8.8 0.0 0.0 10.4 Cycle Q Clear(g_c), s 7.2 4.0 4.3 6.8 5.0 5.2 0.0 8.7 8.8 9.2 0.0 10.4 Prop In Lane 1.00 0.58 1.00 0.26 0.00 0.26 0.12 0.11 Lane Grp Cap(c), veh/h 339 508 475 364 508 506 0 906 905 905 0 850 V/C Ratio(X) 0.09 0.21 0.23 0.12 0.27 0.27 0.00 0.35 0.36 0.39 0.00 0.41 Avail Cap(c_a), veh/h 339 508 475 364 508 506 0 906 905 905 0 850 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.0 19.9 20.0 22.5 20.3 20.3 0.0 9.3 9.3 9.4 0.0 9.7 Incr Delay (d2), s/veh 0.6 1.0 1.1 0.6 1.3 1.3 0.0 1.1 1.1 1.3 0.0 1.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.6 1.9 1.9 0.8 2.4 2.5 0.0 4.0 4.1 4.5 0.0 4.6 LnGrp Delay(d),s/veh 23.6 20.9 21.1 23.1 21.6 21.7 0.0 10.4 10.4 10.7 0.0 11.1 LnGrp LOS CCCCCC BBB B Approach Vol, veh/h 248 315 643 701 Approach Delay, s/veh 21.3 21.8 10.4 10.9 Approach LOS C C B B Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 12.4 9.2 10.8 8.8 Green Ext Time (p_c), s 5.6 1.8 5.6 1.8 Intersection Summary HCM 2010 Ctrl Delay 13.9 HCM 2010 LOS B 53 Timing Report, Sorted By Phase Short Total AM 1: College (US 287) & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 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) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 1: College (US 287) & Mountain 54 HCM 2010 Signalized Intersection Summary Short Total PM 1: College (US 287) & Mountain Siganl at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 211 73 101 294 87 0 781 99 26 810 124 Future Volume (veh/h) 45 211 73 101 294 87 0 781 99 26 810 124 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.95 0.86 0.93 0.86 1.00 0.91 0.99 0.90 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 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 48 227 78 109 316 94 0 840 106 28 871 133 Adj No. of Lanes 120120020020 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, % 222222022222 Cap, veh/h 262 722 235 304 747 215 0 1598 202 70 1460 220 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.76 0.76 0.76 Sat Flow, veh/h 827 2264 737 898 2345 674 0 2893 355 40 2567 386 Grp Volume(v), veh/h 48 156 149 109 211 199 0 476 470 548 0 484 Grp Sat Flow(s),veh/h/ln 827 1593 1408 898 1593 1426 0 1593 1571 1589 0 1404 Q Serve(g_s), s 3.9 5.9 6.5 8.4 8.3 8.8 0.0 14.7 14.7 0.0 0.0 12.4 Cycle Q Clear(g_c), s 12.7 5.9 6.5 14.9 8.3 8.8 0.0 14.7 14.7 11.3 0.0 12.4 Prop In Lane 1.00 0.52 1.00 0.47 0.00 0.23 0.05 0.28 Lane Grp Cap(c), veh/h 262 508 449 304 508 455 0 906 894 951 0 799 V/C Ratio(X) 0.18 0.31 0.33 0.36 0.42 0.44 0.00 0.53 0.53 0.58 0.00 0.61 Avail Cap(c_a), veh/h 262 508 449 304 508 455 0 906 894 951 0 799 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.6 20.6 20.8 26.4 21.4 21.6 0.0 10.6 10.6 5.6 0.0 5.7 Incr Delay (d2), s/veh 1.5 1.6 2.0 3.3 2.5 3.0 0.0 2.2 2.2 2.5 0.0 3.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.8 2.7 2.4 4.0 3.9 0.0 6.9 6.8 5.8 0.0 5.4 LnGrp Delay(d),s/veh 28.1 22.1 22.7 29.7 23.9 24.6 0.0 12.8 12.8 8.1 0.0 9.1 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 353 519 946 1032 Approach Delay, s/veh 23.2 25.4 12.8 8.6 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 14.4 14.7 16.7 16.9 Green Ext Time (p_c), s 9.9 2.7 9.7 2.3 Intersection Summary HCM 2010 Ctrl Delay 14.9 HCM 2010 LOS B 55 Timing Report, Sorted By Phase Short Total PM 1: College (US 287) & Mountain Siganl at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 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) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 1: College (US 287) & Mountain 56 HCM 2010 TWSC Short Total AM 2: Remington & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rt.syn Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 194 50 0 238 42 32 Future Vol, veh/h 194 50 0 238 42 32 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 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 228 59 0 280 49 38 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 287 0 398 144 Stage 1 - - - - 258 - Stage 2 - - - - 140 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1272 - 580 877 Stage 1 - - - - 761 - Stage 2 - - - - 872 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1272 - 580 877 Mov Cap-2 Maneuver - - - - 580 - Stage 1 - - - - 761 - Stage 2 - - - - 872 - Approach EB WB NB HCM Control Delay, s 0 0 10.7 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 580 877 - - 1272 - HCM Lane V/C Ratio 0.085 0.043 ---- HCM Control Delay (s) 11.8 9.3 - - 0 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - 57 Lanes and Geometrics Short Total AM 2: Remington & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rt.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.969 0.850 Flt Protected 0.950 Satd. Flow (prot) 3429 0 0 3539 1770 1583 Flt Permitted 0.950 Satd. Flow (perm) 3429 0 0 3539 1770 1583 Link Speed (mph) 30 25 30 Link Distance (ft) 380 437 412 Travel Time (s) 8.6 11.9 9.4 Intersection Summary Area Type: Other 58 HCM 2010 TWSC Short Total PM 2: Remington & Mountain Siganl at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Intersection Int Delay, s/veh 2.8 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 275 62 0 365 110 82 Future Vol, veh/h 275 62 0 365 110 82 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 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 306 69 0 406 122 91 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 374 0 543 187 Stage 1 - - - - 340 - Stage 2 - - - - 203 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1181 - 470 823 Stage 1 - - - - 692 - Stage 2 - - - - 811 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1181 - 470 823 Mov Cap-2 Maneuver - - - - 470 - Stage 1 - - - - 692 - Stage 2 - - - - 811 - Approach EB WB NB HCM Control Delay, s 0 0 13 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 470 823 - - 1181 - HCM Lane V/C Ratio 0.26 0.111 ---- HCM Control Delay (s) 15.3 9.9 - - 0 - HCM Lane LOS C A - - A - HCM 95th %tile Q(veh) 1 0.4 - - 0 - 59 Lanes and Geometrics Short Total PM 2: Remington & Mountain Siganl at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.972 0.850 Flt Protected 0.950 Satd. Flow (prot) 3440 0 0 3539 1770 1583 Flt Permitted 0.950 Satd. Flow (perm) 3440 0 0 3539 1770 1583 Link Speed (mph) 30 25 30 Link Distance (ft) 410 407 386 Travel Time (s) 9.3 11.1 8.8 Intersection Summary Area Type: Other 60 HCM 2010 Signalized Intersection Summary Short Total AM 3: Mathews/Walnut & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 33 181 19 25 258 60 6 19 10 79 41 22 Future Volume (veh/h) 33 181 19 25 258 60 6 19 10 79 41 22 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 0.96 1.00 0.97 0.99 0.97 0.99 0.97 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 38 210 12 29 300 35 7 22 5 92 48 7 Adj No. of Lanes 120120010110 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, % 222222222222 Cap, veh/h 524 1586 90 627 1546 179 147 426 89 561 565 82 Arrive On Green 1.00 1.00 1.00 0.52 0.52 0.52 0.38 0.38 0.38 0.38 0.38 0.38 Sat Flow, veh/h 935 3057 173 1035 2981 344 243 1117 234 1224 1481 216 Grp Volume(v), veh/h 38 109 113 29 165 170 34 0 0 92 0 55 Grp Sat Flow(s),veh/h/ln 935 1593 1638 1035 1656 1669 1595 0 0 1224 0 1697 Q Serve(g_s), s 0.4 0.0 0.0 1.1 4.3 4.4 0.0 0.0 0.0 2.7 0.0 1.7 Cycle Q Clear(g_c), s 4.7 0.0 0.0 1.1 4.3 4.4 1.0 0.0 0.0 3.7 0.0 1.7 Prop In Lane 1.00 0.11 1.00 0.21 0.21 0.15 1.00 0.13 Lane Grp Cap(c), veh/h 524 826 850 627 859 866 662 0 0 561 0 647 V/C Ratio(X) 0.07 0.13 0.13 0.05 0.19 0.20 0.05 0.00 0.00 0.16 0.00 0.09 Avail Cap(c_a), veh/h 524 826 850 627 859 866 662 0 0 561 0 647 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.2 0.0 0.0 9.5 10.3 10.3 15.6 0.0 0.0 16.4 0.0 15.8 Incr Delay (d2), s/veh 0.3 0.3 0.3 0.1 0.5 0.5 0.1 0.0 0.0 0.6 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.1 0.1 0.1 0.3 2.0 2.1 0.5 0.0 0.0 1.5 0.0 0.8 LnGrp Delay(d),s/veh 0.5 0.3 0.3 9.7 10.8 10.8 15.8 0.0 0.0 17.0 0.0 16.1 LnGrp LOS AAAABBB B B Approach Vol, veh/h 260 364 34 147 Approach Delay, s/veh 0.4 10.7 15.8 16.7 Approach LOS ABBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 35.0 45.0 35.0 45.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 29.5 40.5 29.5 40.5 Max Q Clear Time (g_c+I1), s 5.7 6.7 3.0 6.4 Green Ext Time (p_c), s 0.6 2.2 0.6 2.2 Intersection Summary HCM 2010 Ctrl Delay 8.7 HCM 2010 LOS A 61 Timing Report, Sorted By Phase Short Total AM 3: Mathews/Walnut & Mountain Signal at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rt.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 35 45 35 45 Maximum Split (%) 43.8% 56.3% 43.8% 56.3% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 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) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 44 79 44 79 End Time (s) 79 44 79 44 Yield/Force Off (s) 73.5 39.5 73.5 39.5 Yield/Force Off 170(s) 56.5 29.5 56.5 29.5 Local Start Time (s) 0 35 0 35 Local Yield (s) 29.5 75.5 29.5 75.5 Local Yield 170(s) 12.5 65.5 12.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 44 (55%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 3: Mathews/Walnut & Mountain 62 HCM 2010 Signalized Intersection Summary Short Total PM 3: Mathews/Walnut & Mountain Siganl at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 75 337 21 55 344 64 16 43 47 137 53 45 Future Volume (veh/h) 75 337 21 55 344 64 16 43 47 137 53 45 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.93 0.98 0.93 0.98 0.95 0.98 0.93 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 1676 1676 1642 1676 1744 1642 1642 1744 1642 1676 1744 1642 Adj Flow Rate, veh/h 83 374 16 61 382 49 18 48 15 152 59 12 Adj No. of Lanes 120120010110 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 528 1803 77 597 1703 216 135 327 92 477 442 90 Arrive On Green 1.00 1.00 1.00 0.58 0.58 0.58 0.32 0.32 0.32 0.32 0.32 0.32 Sat Flow, veh/h 846 3102 132 872 2929 372 250 1025 290 1173 1387 282 Grp Volume(v), veh/h 83 191 199 61 214 217 81 0 0 152 0 71 Grp Sat Flow(s),veh/h/ln 846 1593 1642 872 1656 1645 1564 0 0 1173 0 1670 Q Serve(g_s), s 1.0 0.0 0.0 2.5 5.0 5.1 0.0 0.0 0.0 4.3 0.0 2.4 Cycle Q Clear(g_c), s 6.1 0.0 0.0 2.5 5.0 5.1 2.8 0.0 0.0 7.1 0.0 2.4 Prop In Lane 1.00 0.08 1.00 0.23 0.22 0.19 1.00 0.17 Lane Grp Cap(c), veh/h 528 926 954 597 963 956 554 0 0 477 0 532 V/C Ratio(X) 0.16 0.21 0.21 0.10 0.22 0.23 0.15 0.00 0.00 0.32 0.00 0.13 Avail Cap(c_a), veh/h 528 926 954 597 963 956 554 0 0 477 0 532 HCM Platoon Ratio 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 0.3 0.0 0.0 7.5 8.1 8.1 19.5 0.0 0.0 20.8 0.0 19.4 Incr Delay (d2), s/veh 0.6 0.5 0.5 0.3 0.5 0.6 0.6 0.0 0.0 1.8 0.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.1 0.1 0.7 2.4 2.4 1.4 0.0 0.0 2.8 0.0 1.2 LnGrp Delay(d),s/veh 1.0 0.5 0.5 7.9 8.6 8.6 20.1 0.0 0.0 22.5 0.0 19.9 LnGrp LOS AAAAAAC C B Approach Vol, veh/h 473 492 81 223 Approach Delay, s/veh 0.6 8.5 20.1 21.7 Approach LOS A A C C Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 30.0 50.0 30.0 50.0 Change Period (Y+Rc), s 5.5 4.5 5.5 4.5 Max Green Setting (Gmax), s 24.5 45.5 24.5 45.5 Max Q Clear Time (g_c+I1), s 9.1 8.1 4.8 7.1 Green Ext Time (p_c), s 1.0 3.9 1.1 3.9 Intersection Summary HCM 2010 Ctrl Delay 8.6 HCM 2010 LOS A 63 Timing Report, Sorted By Phase Short Total PM 3: Mathews/Walnut & Mountain Siganl at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rt.syn Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 30 50 30 50 Maximum Split (%) 37.5% 62.5% 37.5% 62.5% Minimum Split (s) 29.5 21.5 29.5 21.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 1.5 2.5 1.5 Minimum Initial (s) 7777 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) 17 10 17 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 68 18 68 18 End Time (s) 18 68 18 68 Yield/Force Off (s) 12.5 63.5 12.5 63.5 Yield/Force Off 170(s) 75.5 53.5 75.5 53.5 Local Start Time (s) 0 30 0 30 Local Yield (s) 24.5 75.5 24.5 75.5 Local Yield 170(s) 7.5 65.5 7.5 65.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 55 Offset: 68 (85%), Referenced to phase 4:EBTL, Start of Red Splits and Phases: 3: Mathews/Walnut & Mountain 64 APPENDIX G 65 HCM 2010 Signalized Intersection Summary Short Total AM 1: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rndabt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 29 138 57 48 213 32 0 498 81 40 547 34 Future Volume (veh/h) 29 138 57 48 213 32 0 498 81 40 547 34 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.99 0.97 0.99 0.97 1.00 0.97 1.00 0.99 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 32 153 63 53 237 36 0 553 90 44 608 38 Adj No. of Lanes 120120020020 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 Percent Heavy Veh, % 222222022222 Cap, veh/h 339 706 276 364 882 132 0 1555 252 124 1535 94 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 1.00 1.00 1.00 Sat Flow, veh/h 981 2214 867 1032 2766 413 0 2818 443 128 2699 166 Grp Volume(v), veh/h 32 108 108 53 135 138 0 321 322 348 0 342 Grp Sat Flow(s),veh/h/ln 981 1593 1489 1032 1593 1587 0 1593 1585 1499 0 1494 Q Serve(g_s), s 2.0 4.0 4.3 3.2 5.0 5.2 0.0 8.7 8.8 0.0 0.0 0.0 Cycle Q Clear(g_c), s 7.2 4.0 4.3 7.5 5.0 5.2 0.0 8.7 8.8 0.0 0.0 0.0 Prop In Lane 1.00 0.58 1.00 0.26 0.00 0.28 0.13 0.11 Lane Grp Cap(c), veh/h 339 508 475 364 508 506 0 906 901 903 0 850 V/C Ratio(X) 0.09 0.21 0.23 0.15 0.27 0.27 0.00 0.35 0.36 0.39 0.00 0.40 Avail Cap(c_a), veh/h 339 508 475 364 508 506 0 906 901 903 0 850 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 23.0 19.9 20.0 22.8 20.3 20.3 0.0 9.3 9.3 0.0 0.0 0.0 Incr Delay (d2), s/veh 0.6 1.0 1.1 0.8 1.3 1.3 0.0 1.1 1.1 1.2 0.0 1.4 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 0.6 1.9 1.9 1.0 2.4 2.5 0.0 4.0 4.1 0.3 0.0 0.3 LnGrp Delay(d),s/veh 23.6 20.9 21.1 23.6 21.6 21.7 0.0 10.4 10.4 1.2 0.0 1.4 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 248 326 643 690 Approach Delay, s/veh 21.3 21.9 10.4 1.3 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 2.0 9.2 10.8 9.5 Green Ext Time (p_c), s 5.6 1.9 5.6 1.9 Intersection Summary HCM 2010 Ctrl Delay 10.5 HCM 2010 LOS B 66 Timing Report, Sorted By Phase Short Total AM 1: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rndabt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 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) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 38 8 38 8 End Time (s) 8 38 8 38 Yield/Force Off (s) 2.5 32.5 2.5 32.5 Yield/Force Off 170(s) 68.5 15.5 68.5 15.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 8 (10%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 1: College (US 287) & Mountain 67 HCM 2010 Signalized Intersection Summary Short Total PM 1: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 45 211 73 114 294 87 0 775 105 26 797 124 Future Volume (veh/h) 45 211 73 114 294 87 0 775 105 26 797 124 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 0.95 0.86 0.93 0.86 1.00 0.91 0.99 0.90 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 1676 1676 1642 1676 1676 1642 0 1676 1642 1642 1676 1642 Adj Flow Rate, veh/h 48 227 78 123 316 94 0 833 113 28 857 133 Adj No. of Lanes 120120020020 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, % 222222022222 Cap, veh/h 262 722 235 304 747 215 0 1581 214 70 1455 223 Arrive On Green 0.32 0.32 0.32 0.32 0.32 0.32 0.00 0.57 0.57 0.76 0.76 0.76 Sat Flow, veh/h 827 2264 737 898 2345 674 0 2864 377 41 2559 391 Grp Volume(v), veh/h 48 156 149 123 211 199 0 477 469 541 0 477 Grp Sat Flow(s),veh/h/ln 827 1593 1408 898 1593 1426 0 1593 1565 1588 0 1403 Q Serve(g_s), s 3.9 5.9 6.5 9.7 8.3 8.8 0.0 14.8 14.8 0.0 0.0 12.1 Cycle Q Clear(g_c), s 12.7 5.9 6.5 16.1 8.3 8.8 0.0 14.8 14.8 11.0 0.0 12.1 Prop In Lane 1.00 0.52 1.00 0.47 0.00 0.24 0.05 0.28 Lane Grp Cap(c), veh/h 262 508 449 304 508 455 0 906 890 950 0 798 V/C Ratio(X) 0.18 0.31 0.33 0.40 0.42 0.44 0.00 0.53 0.53 0.57 0.00 0.60 Avail Cap(c_a), veh/h 262 508 449 304 508 455 0 906 890 950 0 798 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.33 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.6 20.6 20.8 26.9 21.4 21.6 0.0 10.6 10.6 5.5 0.0 5.7 Incr Delay (d2), s/veh 1.5 1.6 2.0 4.0 2.5 3.0 0.0 2.2 2.2 2.5 0.0 3.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 2.8 2.7 2.7 4.0 3.9 0.0 6.9 6.8 5.5 0.0 5.2 LnGrp Delay(d),s/veh 28.1 22.1 22.7 30.9 23.9 24.6 0.0 12.8 12.9 8.0 0.0 9.0 LnGrp LOS CCCCCC BBA A Approach Vol, veh/h 353 533 946 1018 Approach Delay, s/veh 23.2 25.8 12.8 8.5 Approach LOS C C B A Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 50.0 30.0 50.0 30.0 Change Period (Y+Rc), s 5.5 5.5 5.5 5.5 Max Green Setting (Gmax), s 44.5 24.5 44.5 24.5 Max Q Clear Time (g_c+I1), s 14.1 14.7 16.8 18.1 Green Ext Time (p_c), s 9.8 2.8 9.6 2.1 Intersection Summary HCM 2010 Ctrl Delay 15.0 HCM 2010 LOS B 68 Timing Report, Sorted By Phase Short Total PM 1: College (US 287) & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Phase Number 2468 Movement SBTL EBTL NBT WBTL Lead/Lag Lead-Lag Optimize Recall Mode Max Max Max Max Maximum Split (s) 50 30 50 30 Maximum Split (%) 62.5% 37.5% 62.5% 37.5% Minimum Split (s) 26.5 29.5 26.5 29.5 Yellow Time (s) 3333 All-Red Time (s) 2.5 2.5 2.5 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) 14 17 14 17 Dual Entry Yes Yes Yes Yes Inhibit Max No No No No Start Time (s) 65 35 65 35 End Time (s) 35 65 35 65 Yield/Force Off (s) 29.5 59.5 29.5 59.5 Yield/Force Off 170(s) 15.5 42.5 15.5 42.5 Local Start Time (s) 30 0 30 0 Local Yield (s) 74.5 24.5 74.5 24.5 Local Yield 170(s) 60.5 7.5 60.5 7.5 Intersection Summary Cycle Length 80 Control Type Pretimed Natural Cycle 60 Offset: 35 (44%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 1: College (US 287) & Mountain 69 HCM 2010 TWSC Short Total AM 2: Remington & Mountain Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rndabt.syn Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 200 50 0 248 42 32 Future Vol, veh/h 200 50 0 248 42 32 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 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 235 59 0 292 49 38 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 294 0 411 147 Stage 1 - - - - 265 - Stage 2 - - - - 146 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1264 - 569 873 Stage 1 - - - - 755 - Stage 2 - - - - 866 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1264 - 569 873 Mov Cap-2 Maneuver - - - - 569 - Stage 1 - - - - 755 - Stage 2 - - - - 866 - Approach EB WB NB HCM Control Delay, s 0 0 10.8 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 569 873 - - 1264 - HCM Lane V/C Ratio 0.087 0.043 ---- HCM Control Delay (s) 11.9 9.3 - - 0 - HCM Lane LOS B A - - A - HCM 95th %tile Q(veh) 0.3 0.1 - - 0 - 70 Lanes and Geometrics Short Total AM 2: Remington & Mountain Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rndabt.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.970 0.850 Flt Protected 0.950 Satd. Flow (prot) 3433 0 0 3539 1770 1583 Flt Permitted 0.950 Satd. Flow (perm) 3433 0 0 3539 1770 1583 Link Speed (mph) 30 25 30 Link Distance (ft) 400 417 329 Travel Time (s) 9.1 11.4 7.5 Intersection Summary Area Type: Other 71 HCM 2010 TWSC Short Total PM 2: Remington & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Intersection Int Delay, s/veh 2.8 Movement EBT EBR WBL WBT NBL NBR Traffic Vol, veh/h 281 62 0 378 110 82 Future Vol, veh/h 281 62 0 378 110 82 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 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 312 69 0 420 122 91 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 381 0 557 191 Stage 1 - - - - 347 - Stage 2 - - - - 210 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1174 - 460 818 Stage 1 - - - - 687 - Stage 2 - - - - 805 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1174 - 460 818 Mov Cap-2 Maneuver - - - - 460 - Stage 1 - - - - 687 - Stage 2 - - - - 805 - Approach EB WB NB HCM Control Delay, s 0 0 13.2 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 460 818 - - 1174 - HCM Lane V/C Ratio 0.266 0.111 ---- HCM Control Delay (s) 15.6 10 - - 0 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 1.1 0.4 - - 0 - 72 Lanes and Geometrics Short Total PM 2: Remington & Mountain Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 1 Taper Length (ft) 25 25 Lane Util. Factor 0.95 0.95 1.00 0.95 1.00 1.00 Ped Bike Factor Frt 0.973 0.850 Flt Protected 0.950 Satd. Flow (prot) 3444 0 0 3539 1770 1583 Flt Permitted 0.950 Satd. Flow (perm) 3444 0 0 3539 1770 1583 Link Speed (mph) 30 25 30 Link Distance (ft) 390 427 490 Travel Time (s) 8.9 11.6 11.1 Intersection Summary Area Type: Other 73 HCM 2010 Roundabout Short Total AM 3: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rndabt.syn Intersection Intersection Delay, s/veh 7.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 277 427 41 170 Demand Flow Rate, veh/h 282 436 41 174 Vehicles Circulating, veh/h 193 79 374 371 Vehicles Exiting, veh/h 352 336 101 138 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 17 3 5 4 Ped Cap Adj 0.998 1.000 0.999 0.999 Approach Delay, s/veh 7.2 8.1 5.2 7.2 Approach LOS AAAA Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 282 436 41 174 Cap Entry Lane, veh/h 932 1044 777 780 Entry HV Adj Factor 0.983 0.979 0.989 0.977 Flow Entry, veh/h 277 427 41 170 Cap Entry, veh/h 914 1022 769 761 V/C Ratio 0.303 0.418 0.053 0.223 Control Delay, s/veh 7.2 8.1 5.2 7.2 LOSAAAA 95th %tile Queue, veh 1201 74 HCM 2010 Roundabout Short Total AM 3: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 5/2/2016 Synchro 9 Light Report Delich Associates st am rndabt.syn Intersection Intersection Delay, s/veh Intersection LOS Approach SW Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 42 Demand Flow Rate, veh/h 42 Vehicles Circulating, veh/h 467 Vehicles Exiting, veh/h 48 Follow-Up Headway, s 3.186 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 5.7 Approach LOS A Lane Left Designated Moves LR Assumed Moves LR RT Channelized Lane Util 1.000 Critical Headway, s 5.193 Entry Flow, veh/h 42 Cap Entry Lane, veh/h 708 Entry HV Adj Factor 0.993 Flow Entry, veh/h 42 Cap Entry, veh/h 703 V/C Ratio 0.059 Control Delay, s/veh 5.7 LOS A 95th %tile Queue, veh 0 75 HCM 2010 Roundabout Short Total PM 3: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Intersection Intersection Delay, s/veh 11.8 Intersection LOS B Approach EB WB NB SB Entry Lanes 1111 Conflicting Circle Lanes 1111 Adj Approach Flow, veh/h 487 541 118 264 Demand Flow Rate, veh/h 496 552 120 269 Vehicles Circulating, veh/h 300 162 651 504 Vehicles Exiting, veh/h 473 609 145 216 Follow-Up Headway, s 3.186 3.186 3.186 3.186 Ped Vol Crossing Leg, #/h 28 21 35 43 Ped Cap Adj 0.996 0.997 0.995 0.994 Approach Delay, s/veh 13.6 11.8 8.9 10.9 Approach LOS BBAB Lane Left Left Left Left Designated Moves LTR LTR LTR LTR Assumed Moves LTR LTR LTR LTR RT Channelized Lane Util 1.000 1.000 1.000 1.000 Critical Headway, s 5.193 5.193 5.193 5.193 Entry Flow, veh/h 496 552 120 269 Cap Entry Lane, veh/h 837 961 589 683 Entry HV Adj Factor 0.982 0.981 0.984 0.981 Flow Entry, veh/h 487 541 118 264 Cap Entry, veh/h 819 940 577 665 V/C Ratio 0.595 0.576 0.205 0.396 Control Delay, s/veh 13.6 11.8 8.9 10.9 LOSBBAB 95th %tile Queue, veh 4412 76 HCM 2010 Roundabout Short Total PM 3: Mathews/Walnut & Mountain & Chestnut Roundabout at Walnut Fort Collins CBD Hotel 4:30 pm 8/9/2012 CBD Hotel Synchro 9 Light Report Delich Associates st pm rndabt.syn Intersection Intersection Delay, s/veh Intersection LOS Approach SW Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 51 Demand Flow Rate, veh/h 51 Vehicles Circulating, veh/h 669 Vehicles Exiting, veh/h 45 Follow-Up Headway, s 3.186 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 7.3 Approach LOS A Lane Left Designated Moves LR Assumed Moves LR RT Channelized Lane Util 1.000 Critical Headway, s 5.193 Entry Flow, veh/h 51 Cap Entry Lane, veh/h 579 Entry HV Adj Factor 0.992 Flow Entry, veh/h 51 Cap Entry, veh/h 574 V/C Ratio 0.088 Control Delay, s/veh 7.3 LOS A 95th %tile Queue, veh 0 77 APPENDIX H 78 Mountain Laporte College Remington Mathews Linden Chestnut Pine Jefferson Riverside Lincoln Walnut Maple SCALE: 1"=500' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES 221 East Mountain Avenue TIS, May 2016 221 East Mountain Avenue 79 Pedestrian LOS Worksheet Project Location Classification: Pedestrian District Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Commercial area to the north of the site Commercial Minimum A A B A A 1 Actual A A B A A Proposed A A B A A Commercial area to the east of the site Commercial Minimum A A B A A 2 Actual A A B A A Proposed A A B A A Commercial area to the south of the site Commercial Minimum A A B A A 3 Actual A A B A A Proposed A A B A A Residential area to the west of the site Residential Minimum A A B A A 4 Actual A A B A A Proposed A A B 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 80 Mountain Laporte College Remington Mathews Linden Chestnut Pine Jefferson Riverside Lincoln Walnut Maple SCALE: 1"=500' BICYCLE INFLUENCE AREA DELICH ASSOCIATES 221 East Mountain Avenue TIS, May 2016 221 East Mountain Avenue 81 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 Commercial area to the 1 north of the site Commercial C A A Commercial area to the 2 east of the site Commercial C A A Commercial area to the 3 south of the site Commercial C A A 4 82