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Home My WebLink AboutTHE RETREAT AT FORT COLLINS (FORMERLY REDWOOD STREET MULTI-FAMILY) - PDP - PDP180002 - SUBMITTAL DOCUMENTS - ROUND 3 - TRAFFIC STUDY (3)APPENDIX A 1 2 3 4 5 APPENDIX B 6 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 9/13/2017 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Vine/Redwood S = straight L = left turn Time Northbound: Redwood Southbound: Redwood Total Eastbound: Vine Westbound: Vine Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 318 12 71910 36 48 0315 36 17 59 7 83 119 167 7:45 2817 27 10 14 3 27 54 1603 64 16 47 4 67 131 185 8:00 7108 25 17 12 6 35 60 1436 50 20 52 7 79 129 189 8:15 1716 24 4197 30 54 1316 38 17 47 0 64 102 156 7:30-8:30 13 26 49 88 38 64 26 128 216 3 165 20 188 70 205 18 293 481 697 PHF 0.46 0.65 0.72 0.81 0.56 0.84 0.65 0.89 0.75 0.69 0.83 0.73 0.88 0.87 0.64 0.88 0.92 4:30 51441 60 11 14 10 35 95 5645 74 12 29 5 46 120 215 4:45 71830 55 791 17 72 84911 68 17 65 7 89 157 229 5:00 11 30 48 89 11 8 8 27 116 66210 78 10 42 9 61 139 255 5:15 71540 62 4175 26 88 8608 76 12 58 5 75 151 239 4:30-5:30 30 77 159 266 33 48 24 105 371 27 235 34 296 51 194 26 271 567 938 PHF 0.68 0.64 0.83 0.75 0.75 0.71 0.6 0.75 0.84 0.92 0.77 0.95 0.75 0.75 0.72 0.76 0.92 8 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/16/2017 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Suniga/Redwood S = straight L = left turn Time Northbound: Redwood Southbound: Redwood Total Eastbound: Suniga Westbound: Suniga Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 110 11 21 0 21 32 0000 032 7:45 013 13 17 0 17 30 0000 030 8:00 08 8 13 0 13 21 0000 021 8:15 18 9 17 0 17 26 0110 127 7:30-8:30 2 39 0 41 0 68 0 68 109 001 1 000 0 1 110 PHF 0.5 0.75 n/a 0.79 n/a 0.81 n/a 0.81 n/a n/a 0.25 0.25 n/a n/a n/a n/a 0.86 4:30 123 24 25 1 26 50 0110 151 4:45 121 22 15 0 15 37 0330 340 5:00 041 41 14 0 14 55 0220 257 5:15 025 25 16 0 16 41 0110 142 4:30-5:30 2 110 0 112 0 70 1 71 183 007 7 000 0 7 190 PHF 0.5 0.67 n/a 0.68 n/a 0.7 0.25 0.68 n/a n/a 0.58 0.58 n/a n/a n/a n/a 0.83 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/23/2017 Observer: Sue Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Redwood/Lupine S = straight L = left turn Time Northbound: Redwood Southbound: Redwood Total Eastbound: Lupine Westbound: Lupine 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 0100 10 1162 19 29 002 2 302 5 736 7:45 2101 13 0131 14 27 103 4 202 4 835 8:00 091 10 1112 14 24 202 4 210 3 731 8:15 170 8 0121 13 21 103 4 200 2 627 7:30-8:30 3 36 2 41 2 52 6 60 101 4 0 10 14 9 1 4 14 28 129 PHF 0.38 0.9 0.5 0.79 0.5 0.81 0.75 0.79 0.87 0.5 n/a 0.83 0.88 0.75 0.25 0.5 0.7 0.88 0.9 4:30 2194 25 1252 28 53 202 4 000 0 457 4:45 3210 24 1122 15 39 103 4 103 4 847 5:00 3354 42 192 12 54 104 5 101 2 761 5:15 3202 25 1114 16 41 403 7 203 5 12 53 4:30-5:30 11 95 10 116 4 57 10 71 187 8 0 12 20 4 0 7 11 31 218 PHF 0.92 0.68 0.63 0.69 1 0.57 0.63 0.63 0.87 0.5 n/a 0.75 0.71 0.5 n/a 0.58 0.55 0.65 0.89 10 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/23/2017 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Conifer/Redwood S = straight L = left turn Time Northbound: Redwood Southbound: Redwood Total Eastbound: Conifer Westbound: Conifer Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 312 6 352 10 16 1132 16 6380 44 60 76 7:45 521 8 583 16 24 4158 27 6612 69 96 120 8:00 625 13 163 10 23 1170 18 3523 58 76 99 8:15 612 9 557 17 26 2236 31 2322 36 67 93 7:30-8:30 20 6 10 36 14 24 15 53 89 8 68 16 92 17 183 7 207 299 388 PHF 0.83 0.75 0.5 0.69 0.7 0.75 0.54 0.78 0.86 0.5 0.74 0.5 0.74 0.71 0.75 0.58 0.75 0.78 0.81 4:30 8710 25 723 12 37 5519 65 5366 47 112 149 4:45 9107 26 182 11 37 14215 58 8404 52 110 147 5:00 8116 25 334 10 35 8539 70 7402 49 119 154 5:15 12 16 10 38 366 15 53 4306 40 6375 48 88 141 4:30-5:30 37 44 33 114 14 19 15 48 162 18 176 39 233 26 153 17 196 429 591 PHF 0.77 0.69 0.83 0.75 0.5 0.59 0.63 0.8 0.76 0.56 0.83 0.65 0.83 0.81 0.96 0.71 0.94 0.9 0.96 11 APPENDIX C 12 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine recent am Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 9 111 68 63 184 89 39 311 39 46 594 41 Future Volume (veh/h) 9 111 68 63 184 89 39 311 39 46 594 41 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1829 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 10 129 55 73 214 86 45 362 42 53 691 46 Adj No. of Lanes 110110010010 Peak Hour Factor 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 0.86 Percent Heavy Veh, % 255255222222 Cap, veh/h 115 181 77 221 229 92 119 936 105 94 1119 73 Arrive On Green 0.02 0.15 0.15 0.06 0.19 0.19 0.68 0.68 0.68 0.68 0.68 0.68 Sat Flow, veh/h 1774 1209 515 1774 1230 494 122 1373 154 87 1642 107 Grp Volume(v), veh/h 10 0 184 73 0 300 449 0 0 790 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1724 1774 0 1724 1650 0 0 1836 0 0 Q Serve(g_s), s 0.5 0.0 11.2 3.7 0.0 18.9 0.0 0.0 0.0 3.9 0.0 0.0 Cycle Q Clear(g_c), s 0.5 0.0 11.2 3.7 0.0 18.9 11.4 0.0 0.0 25.0 0.0 0.0 Prop In Lane 1.00 0.30 1.00 0.29 0.10 0.09 0.07 0.06 Lane Grp Cap(c), veh/h 115 0 259 221 0 321 1160 0 0 1286 0 0 V/C Ratio(X) 0.09 0.00 0.71 0.33 0.00 0.93 0.39 0.00 0.00 0.61 0.00 0.00 Avail Cap(c_a), veh/h 194 0 321 236 0 321 1160 0 0 1286 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 39.2 0.0 44.5 35.5 0.0 44.1 7.4 0.0 0.0 9.5 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 5.4 0.9 0.0 33.4 1.0 0.0 0.0 2.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 5.7 1.8 0.0 12.0 6.1 0.0 0.0 13.7 0.0 0.0 LnGrp Delay(d),s/veh 39.6 0.0 49.9 36.3 0.0 77.5 8.4 0.0 0.0 11.7 0.0 0.0 LnGrp LOS D D D E A B Approach Vol, veh/h 194 373 449 790 Approach Delay, s/veh 49.4 69.4 8.4 11.7 Approach LOS D E A B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 78.9 10.1 21.0 78.9 6.1 25.0 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 69.0 6.0 19.5 69.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 27.0 5.7 13.2 13.4 2.5 20.9 Green Ext Time (p_c), s 6.1 0.0 0.9 6.1 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 26.9 HCM 2010 LOS C 13 Timing Report, Sorted By Phase 1: Lemay & Vine recent am Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 74 11 25 74 11 25 Maximum Split (%) 67.3% 10.0% 22.7% 67.3% 10.0% 22.7% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 All-Red Time (s) 1.5 2 1.5 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 83 47 58 83 47 58 End Time (s) 47 58 83 47 58 83 Yield/Force Off (s) 42 53 77.5 42 53 77.5 Yield/Force Off 170(s) 32 53 67.5 32 53 67.5 Local Start Time (s) 41 5 16 41 5 16 Local Yield (s) 0 11 35.5 0 11 35.5 Local Yield 170(s) 100 11 25.5 100 11 25.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 14 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine Recent PM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 202 73 40 159 142 53 751 74 72 520 26 Future Volume (veh/h) 40 202 73 40 159 142 53 751 74 72 520 26 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1823 1824 1863 1834 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 42 210 65 42 166 121 55 782 75 75 542 26 Adj No. of Lanes 110110010010 Peak Hour Factor 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 0.96 Percent Heavy Veh, % 255255222222 Cap, veh/h 124 227 70 139 167 121 85 1050 99 130 927 43 Arrive On Green 0.04 0.17 0.17 0.04 0.17 0.17 0.69 0.69 0.69 0.69 0.69 0.69 Sat Flow, veh/h 1774 1328 411 1774 975 711 77 1523 143 140 1344 63 Grp Volume(v), veh/h 42 0 275 42 0 287 912 0 0 643 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1739 1774 0 1686 1743 0 0 1546 0 0 Q Serve(g_s), s 2.3 0.0 18.7 2.3 0.0 20.4 16.4 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.3 0.0 18.7 2.3 0.0 20.4 39.1 0.0 0.0 22.7 0.0 0.0 Prop In Lane 1.00 0.24 1.00 0.42 0.06 0.08 0.12 0.04 Lane Grp Cap(c), veh/h 124 0 297 139 0 288 1234 0 0 1099 0 0 V/C Ratio(X) 0.34 0.00 0.93 0.30 0.00 1.00 0.74 0.00 0.00 0.58 0.00 0.00 Avail Cap(c_a), veh/h 164 0 297 180 0 288 1234 0 0 1099 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 40.5 0.0 49.0 40.2 0.0 49.7 11.6 0.0 0.0 8.8 0.0 0.0 Incr Delay (d2), s/veh 1.6 0.0 35.5 1.2 0.0 52.1 4.0 0.0 0.0 2.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 0.0 11.9 1.2 0.0 13.7 20.4 0.0 0.0 11.1 0.0 0.0 LnGrp Delay(d),s/veh 42.1 0.0 84.5 41.4 0.0 101.8 15.6 0.0 0.0 11.1 0.0 0.0 LnGrp LOS D F D F B B Approach Vol, veh/h 317 329 912 643 Approach Delay, s/veh 78.9 94.1 15.6 11.1 Approach LOS E F B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 86.7 8.3 25.0 86.7 8.3 25.0 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 79.0 6.0 19.5 79.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 24.7 4.3 20.7 41.1 4.3 22.4 Green Ext Time (p_c), s 35.4 0.0 0.0 27.6 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 35.1 HCM 2010 LOS D 15 Timing Report, Sorted By Phase 1: Lemay & Vine Recent PM Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 84 11 25 84 11 25 Maximum Split (%) 70.0% 9.2% 20.8% 70.0% 9.2% 20.8% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 All-Red Time (s) 1.5 2 1.5 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 636636 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 49 13 24 49 13 24 End Time (s) 13 24 49 13 24 49 Yield/Force Off (s) 8 19 43.5 8 19 43.5 Yield/Force Off 170(s) 118 19 33.5 118 19 33.5 Local Start Time (s) 36 0 11 36 0 11 Local Yield (s) 115 6 30.5 115 6 30.5 Local Yield 170(s) 105 6 20.5 105 6 20.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Lemay & Vine 16 HCM 2010 AWSC 3: Linden/Redwood & Vine recent am Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 11.1 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 3 165 20 0 70 205 18 0 13 26 49 Future Vol, veh/h 0 3 165 20 0 70 205 18 0 13 26 49 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 222222222222 Mvmt Flow 0 4 194 24 0 82 241 21 0 15 31 58 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 10.4 12.5 9.3 HCM LOS B B A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 2% 24% 30% Vol Thru, % 30% 88% 70% 50% Vol Right, % 56% 11% 6% 20% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 88 188 293 128 LT Vol 13 3 70 38 Through Vol 26 165 205 64 RT Vol 49 20 18 26 Lane Flow Rate 104 221 345 151 Geometry Grp 1111 Degree of Util (X) 0.153 0.311 0.478 0.229 Departure Headway (Hd) 5.334 5.065 4.991 5.482 Convergence, Y/N Yes Yes Yes Yes Cap 672 710 727 655 Service Time 3.371 3.091 2.991 3.517 HCM Lane V/C Ratio 0.155 0.311 0.475 0.231 HCM Control Delay 9.3 10.4 12.5 10.1 HCM Lane LOS ABBB HCM 95th-tile Q 0.5 1.3 2.6 0.9 17 HCM 2010 AWSC 3: Linden/Redwood & Vine recent am Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 38 64 26 Future Vol, veh/h 0 38 64 26 Peak Hour Factor 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2222 Mvmt Flow 0 45 75 31 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 10.1 HCM LOS B 18 HCM 2010 AWSC 3: Linden/Redwood & Vine Recent PM Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 13.6 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 27 235 34 0 51 194 26 0 30 77 159 Future Vol, veh/h 0 27 235 34 0 51 194 26 0 30 77 159 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 0.90 Heavy Vehicles, % 222222222222 Mvmt Flow 0 30 261 38 0 57 216 29 0 33 86 177 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 14.5 13.9 13.4 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 11% 9% 19% 31% Vol Thru, % 29% 79% 72% 46% Vol Right, % 60% 11% 10% 23% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 266 296 271 105 LT Vol 30 27 51 33 Through Vol 77 235 194 48 RT Vol 159 34 26 24 Lane Flow Rate 296 329 301 117 Geometry Grp 1111 Degree of Util (X) 0.459 0.513 0.476 0.205 Departure Headway (Hd) 5.585 5.612 5.687 6.316 Convergence, Y/N Yes Yes Yes Yes Cap 638 638 629 572 Service Time 3.669 3.697 3.773 4.316 HCM Lane V/C Ratio 0.464 0.516 0.479 0.205 HCM Control Delay 13.4 14.5 13.9 10.9 HCM Lane LOS BBBB HCM 95th-tile Q 2.4 2.9 2.6 0.8 19 HCM 2010 AWSC 3: Linden/Redwood & Vine Recent PM Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 33 48 24 Future Vol, veh/h 0 33 48 24 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 37 53 27 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 10.9 HCM LOS B 20 HCM 2010 TWSC 4: Redwood & Suniga recent am Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 1 2 39 68 0 Future Vol, veh/h 0 1 2 39 68 0 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 1 2 46 80 0 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 131 80 80 0 - 0 Stage 1 80 - - - - - Stage 2 51 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 863 980 1518 - - - Stage 1 943 - - - - - Stage 2 971 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 862 980 1518 - - - Mov Cap-2 Maneuver 862 - - - - - Stage 1 943 - - - - - Stage 2 970 - - - - - Approach EB NB SB HCM Control Delay, s 8.7 0.4 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1518 - 980 - - HCM Lane V/C Ratio 0.002 - 0.001 - - HCM Control Delay (s) 7.4 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - 21 HCM 2010 TWSC 4: Redwood & Suniga Recent PM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 7 2 110 70 1 Future Vol, veh/h 0 7 2 110 70 1 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 8 2 122 78 1 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 205 78 79 0 - 0 Stage 1 78 - - - - - Stage 2 127 - - - - - Critical Hdwy 7.12 6.22 4.12 - - - Critical Hdwy Stg 1 6.12 - - - - - Critical Hdwy Stg 2 6.12 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 753 983 1519 - - - Stage 1 931 - - - - - Stage 2 877 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 752 983 1519 - - - Mov Cap-2 Maneuver 752 - - - - - Stage 1 930 - - - - - Stage 2 876 - - - - - Approach EB NB SB HCM Control Delay, s 8.7 0.1 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1519 - 983 - - HCM Lane V/C Ratio 0.001 - 0.008 - - HCM Control Delay (s) 7.4 0 8.7 - - HCM Lane LOS A A A - - HCM 95th %tile Q(veh) 0 - 0 - - 22 HCM 2010 TWSC 6: Redwood & Lupine recent am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 0 10 9 1 4 3 36 2 2 52 6 Future Vol, veh/h 4 0 10 9 1 4 3 36 2 2 52 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 12 11 1 5 4 42 2 2 61 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 123 121 65 126 124 44 68 0 0 45 0 0 Stage 1 69 69 - 51 51 - - - - - - - Stage 2 54 52 - 75 73 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 852 769 999 848 766 1026 1533 - - 1563 - - Stage 1 941 837 - 962 852 - - - - - - - Stage 2 958 852 - 934 834 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 845 766 999 835 763 1026 1533 - - 1563 - - Mov Cap-2 Maneuver 845 766 - 835 763 - - - - - - - Stage 1 938 836 - 959 849 - - - - - - - Stage 2 949 849 - 922 833 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 8.9 9.2 0.5 0.2 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1533 - - 950 876 1563 - - HCM Lane V/C Ratio 0.002 - - 0.017 0.019 0.002 - - HCM Control Delay (s) 7.4 0 - 8.9 9.2 7.3 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 23 HCM 2010 TWSC 6: Redwood & Lupine Recent PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 0 12 4 0 7 11 95 10 4 57 10 Future Vol, veh/h 8 0 12 4 0 7 11 95 10 4 57 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 0 13 4 0 8 12 106 11 4 63 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 217 219 69 220 219 111 74 0 0 117 0 0 Stage 1 78 78 - 136 136 - - - - - - - Stage 2 139 141 - 84 83 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 739 679 994 736 679 942 1526 - - 1471 - - Stage 1 931 830 - 867 784 - - - - - - - Stage 2 864 780 - 924 826 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 727 672 994 720 672 942 1526 - - 1471 - - Mov Cap-2 Maneuver 727 672 - 720 672 - - - - - - - Stage 1 924 828 - 860 778 - - - - - - - Stage 2 850 774 - 909 824 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.3 9.3 0.7 0.4 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1526 - - 867 847 1471 - - HCM Lane V/C Ratio 0.008 - - 0.026 0.014 0.003 - - HCM Control Delay (s) 7.4 0 - 9.3 9.3 7.5 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0 0 - - 24 HCM 2010 TWSC 7: Redwood & Conifer recent am Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 3.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 68 16 17 183 7 20 6 10 14 24 15 Future Vol, veh/h 8 68 16 17 183 7 20 6 10 14 24 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 9 80 19 20 215 8 24 7 12 16 28 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 224 0 0 99 0 0 390 372 89 377 377 219 Stage 1 - - - - - - 108 108 - 259 259 - Stage 2 - - - - - - 282 264 - 118 118 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1345 - - 1494 - - 569 558 969 580 555 821 Stage 1 - - - - - - 897 806 - 746 694 - Stage 2 - - - - - - 725 690 - 887 798 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1345 - - 1494 - - 526 546 969 558 543 821 Mov Cap-2 Maneuver - - - - - - 526 546 - 558 543 - Stage 1 - - - - - - 891 800 - 741 684 - Stage 2 - - - - - - 670 680 - 862 792 - Approach EB WB NB SB HCM Control Delay, s 0.7 0.6 11.4 11.6 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 607 1345 - - 1494 - - 605 HCM Lane V/C Ratio 0.07 0.007 - - 0.013 - - 0.103 HCM Control Delay (s) 11.4 7.7 0 - 7.4 0 - 11.6 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.2 0 - - 0 - - 0.3 25 HCM 2010 TWSC 7: Redwood & Conifer Recent PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 18 176 39 26 153 17 37 44 33 14 19 15 Future Vol, veh/h 18 176 39 26 153 17 37 44 33 14 19 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 196 43 29 170 19 41 49 37 16 21 17 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 189 0 0 239 0 0 513 504 217 537 516 179 Stage 1 - - - - - - 257 257 - 237 237 - Stage 2 - - - - - - 256 247 - 300 279 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1385 - - 1328 - - 472 470 823 455 463 864 Stage 1 - - - - - - 748 695 - 766 709 - Stage 2 - - - - - - 749 702 - 709 680 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1385 - - 1328 - - 432 451 823 387 444 864 Mov Cap-2 Maneuver - - - - - - 432 451 - 387 444 - Stage 1 - - - - - - 735 683 - 753 692 - Stage 2 - - - - - - 695 685 - 618 668 - Approach EB WB NB SB HCM Control Delay, s 0.6 1 14.4 13.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 511 1385 - - 1328 - - 498 HCM Lane V/C Ratio 0.248 0.014 - - 0.022 - - 0.107 HCM Control Delay (s) 14.4 7.6 0 - 7.8 0 - 13.1 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 1 0 - - 0.1 - - 0.4 26 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 27 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach leg Any Movement Signalized D1 E E2 Unsignalized Arterial / Arterial Collector / Collector E3 F4 Unsignalized Arterial / Collector Arterial / Local Collector / Local Local / Local D3 F4 Roundabout E 3,5 E54 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighted average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 28 APPENDIX D 29 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 188 VPH AM 2149 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3049 VPH WB PM 132 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. SHORT RANGE (2022) TOTAL PEAK HOUR WARRANT AT COLLEGE/SUNIGA MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 188 VPH AM 2149 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3049 VPH WB PM 132 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 188 VPH AM 2149 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3049 VPH WB PM 132 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 195 VPH AM 1030 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1215 VPH NB PM 375 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE (2040) TOTAL PEAK HOUR WARRANT AT SUNIGA/REDWOOD MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 195 VPH AM 1030 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1215 VPH NB PM 375 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 SB AM 195 VPH AM 1030 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1215 VPH NB PM 375 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 575 VPH AM 1860 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2280 VPH EB PM 600 VPH MINOR STREET APPROACH - VPH MAJOR STREET - TOTAL OF BOTH APPROACH - VEHICLES PER HOUR (VPH) *Note: 150 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 100 vph applies as the lower threshold volume for a minor-street approach with one lane. LONG RANGE (2040) TOTAL PEAK HOUR WARRANT AT SUNIGA/LEMAY MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 575 VPH AM 1860 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2280 VPH EB PM 600 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 575 VPH AM 1860 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2280 VPH EB PM 600 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 APPENDIX E 33 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine short background am Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 145 106 154 268 126 51 350 70 62 684 49 Future Volume (veh/h) 15 145 106 154 268 126 51 350 70 62 684 49 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1832 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 17 167 98 177 308 128 59 402 77 71 786 54 Adj No. of Lanes 110110010010 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 255255222222 Cap, veh/h 135 223 131 295 334 139 100 657 120 99 932 63 Arrive On Green 0.02 0.21 0.21 0.09 0.27 0.27 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 1774 1074 630 1774 1217 506 108 1118 205 109 1586 107 Grp Volume(v), veh/h 17 0 265 177 0 436 538 0 0 911 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1704 1774 0 1722 1431 0 0 1801 0 0 Q Serve(g_s), s 0.8 0.0 16.1 8.3 0.0 27.0 0.0 0.0 0.0 23.3 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 16.1 8.3 0.0 27.0 22.4 0.0 0.0 45.7 0.0 0.0 Prop In Lane 1.00 0.37 1.00 0.29 0.11 0.14 0.08 0.06 Lane Grp Cap(c), veh/h 135 0 353 295 0 473 878 0 0 1094 0 0 V/C Ratio(X) 0.13 0.00 0.75 0.60 0.00 0.92 0.61 0.00 0.00 0.83 0.00 0.00 Avail Cap(c_a), veh/h 206 0 426 295 0 478 878 0 0 1094 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 34.6 0.0 40.9 30.3 0.0 38.8 13.4 0.0 0.0 18.4 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 5.9 3.4 0.0 23.4 3.2 0.0 0.0 7.4 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 8.2 4.4 0.0 15.9 10.8 0.0 0.0 25.0 0.0 0.0 LnGrp Delay(d),s/veh 35.0 0.0 46.8 33.7 0.0 62.1 16.6 0.0 0.0 25.9 0.0 0.0 LnGrp LOS D D C E B C Approach Vol, veh/h 282 613 538 911 Approach Delay, s/veh 46.1 53.9 16.6 25.9 Approach LOS D D B C Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 68.7 14.0 27.3 68.7 6.6 34.7 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 59.0 9.0 26.5 59.0 6.0 29.5 Max Q Clear Time (g_c+I1), s 47.7 10.3 18.1 24.4 2.8 29.0 Green Ext Time (p_c), s 5.2 0.0 1.7 8.0 0.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 33.5 HCM 2010 LOS C 34 Timing Report, Sorted By Phase 1: Lemay & Vine short background am Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 64 14 32 64 11 35 Maximum Split (%) 58.2% 12.7% 29.1% 58.2% 10.0% 31.8% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 93 47 61 93 47 58 End Time (s) 47 61 93 47 58 93 Yield/Force Off (s) 42 56 87.5 42 53 87.5 Yield/Force Off 170(s) 32 56 77.5 32 53 77.5 Local Start Time (s) 51 5 19 51 5 16 Local Yield (s) 0 14 45.5 0 11 45.5 Local Yield 170(s) 100 14 35.5 100 11 35.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 35 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine short background pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 295 94 92 218 174 90 855 188 112 595 33 Future Volume (veh/h) 52 295 94 92 218 174 90 855 188 112 595 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1822 1824 1863 1833 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 53 298 85 93 220 153 91 864 183 113 601 32 Adj No. of Lanes 110110010010 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 255255222222 Cap, veh/h 134 254 73 163 203 141 90 697 145 106 514 26 Arrive On Green 0.04 0.19 0.19 0.06 0.20 0.20 0.65 0.65 0.65 0.65 0.65 0.65 Sat Flow, veh/h 1774 1357 387 1774 996 693 89 1072 223 110 791 40 Grp Volume(v), veh/h 53 0 383 93 0 373 1138 0 0 746 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1744 1774 0 1689 1384 0 0 942 0 0 Q Serve(g_s), s 2.8 0.0 22.5 5.0 0.0 24.5 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.8 0.0 22.5 5.0 0.0 24.5 78.0 0.0 0.0 78.0 0.0 0.0 Prop In Lane 1.00 0.22 1.00 0.41 0.08 0.16 0.15 0.04 Lane Grp Cap(c), veh/h 134 0 327 163 0 345 932 0 0 647 0 0 V/C Ratio(X) 0.39 0.00 1.17 0.57 0.00 1.08 1.22 0.00 0.00 1.15 0.00 0.00 Avail Cap(c_a), veh/h 163 0 327 163 0 345 932 0 0 647 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 38.8 0.0 48.8 38.1 0.0 47.8 20.6 0.0 0.0 18.8 0.0 0.0 Incr Delay (d2), s/veh 1.9 0.0 104.9 4.6 0.0 72.4 109.3 0.0 0.0 86.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 20.3 2.6 0.0 18.3 59.1 0.0 0.0 36.8 0.0 0.0 LnGrp Delay(d),s/veh 40.7 0.0 153.6 42.7 0.0 120.1 130.0 0.0 0.0 104.8 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 436 466 1138 746 Approach Delay, s/veh 139.9 104.7 130.0 104.8 Approach LOS FFFF Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 82.0 11.0 27.0 82.0 9.0 29.0 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 77.0 6.0 21.5 77.0 6.0 21.5 Max Q Clear Time (g_c+I1), s 80.0 7.0 24.5 80.0 4.8 26.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 120.6 HCM 2010 LOS F 36 Timing Report, Sorted By Phase 1: Lemay & Vine short background pm Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 82 11 27 82 11 27 Maximum Split (%) 68.3% 9.2% 22.5% 68.3% 9.2% 22.5% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 43 5 16 43 5 16 End Time (s) 5 16 43 5 16 43 Yield/Force Off (s) 0 11 37.5 0 11 37.5 Yield/Force Off 170(s) 110 11 27.5 110 11 27.5 Local Start Time (s) 43 5 16 43 5 16 Local Yield (s) 0 11 37.5 0 11 37.5 Local Yield 170(s) 110 11 27.5 110 11 27.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 37 HCM 2010 TWSC 2: Lemay & Suniga short background am Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 1.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 32 78 50 451 705 55 Future Vol, veh/h 32 78 50 451 705 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 200 - - - Veh in Median Storage, # 1 - - 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 38 92 59 531 829 65 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1510 862 894 0 - 0 Stage 1 862 - - - - - Stage 2 648 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 133 355 759 - - - Stage 1 414 - - - - - Stage 2 521 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 123 355 759 - - - Mov Cap-2 Maneuver 259 - - - - - Stage 1 414 - - - - - Stage 2 481 - - - - - Approach EB NB SB HCM Control Delay, s 19.4 1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 759 - 259 355 - - HCM Lane V/C Ratio 0.078 - 0.145 0.258 - - HCM Control Delay (s) 10.1 - 21.2 18.6 - - HCM Lane LOS B - C C - - HCM 95th %tile Q(veh) 0.3 - 0.5 1 - - 38 HCM 2010 TWSC 2: Lemay & Suniga short background pm Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 3.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 72 77 89 923 651 55 Future Vol, veh/h 72 77 89 923 651 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 200 - - - Veh in Median Storage, # 1 - - 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 85 91 105 1086 766 65 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2093 798 831 0 - 0 Stage 1 798 - - - - - Stage 2 1295 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver ~ 58 386 801 - - - Stage 1 443 - - - - - Stage 2 257 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 50 386 801 - - - Mov Cap-2 Maneuver 155 - - - - - Stage 1 443 - - - - - Stage 2 223 - - - - - Approach EB NB SB HCM Control Delay, s 34.6 0.9 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 801 - 155 386 - - HCM Lane V/C Ratio 0.131 - 0.546 0.235 - - HCM Control Delay (s) 10.2 - 53.2 17.2 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 0.4 - 2.8 0.9 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 39 HCM 2010 AWSC 3: Linden/Redwood & Vine short background am Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 12.4 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 3 197 35 0 77 234 23 0 17 36 54 Future Vol, veh/h 0 3 197 35 0 77 234 23 0 17 36 54 Peak Hour Factor 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 222222222222 Mvmt Flow 0 3 214 38 0 84 254 25 0 18 39 59 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 11.6 14.2 10 HCM LOS B B A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 16% 1% 23% 29% Vol Thru, % 34% 84% 70% 55% Vol Right, % 50% 15% 7% 16% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 107 235 334 184 LT Vol 17 3 77 54 Through Vol 36 197 234 101 RT Vol 54 35 23 29 Lane Flow Rate 116 255 363 200 Geometry Grp 1111 Degree of Util (X) 0.184 0.378 0.531 0.32 Departure Headway (Hd) 5.696 5.333 5.262 5.751 Convergence, Y/N Yes Yes Yes Yes Cap 627 672 683 624 Service Time 3.756 3.383 3.306 3.803 HCM Lane V/C Ratio 0.185 0.379 0.531 0.321 HCM Control Delay 10 11.6 14.2 11.5 HCM Lane LOS ABBB HCM 95th-tile Q 0.7 1.8 3.1 1.4 40 HCM 2010 AWSC 3: Linden/Redwood & Vine short background am Synchro 9 Light Report Page 5 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 54 101 29 Future Vol, veh/h 0 54 101 29 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 59 110 32 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 11.5 HCM LOS B 41 HCM 2010 AWSC 3: Linden/Redwood & Vine short background pm Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 20.1 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 30 271 45 0 56 229 41 0 46 115 176 Future Vol, veh/h 0 30 271 45 0 56 229 41 0 46 115 176 Peak Hour Factor 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 222222222222 Mvmt Flow 0 33 295 49 0 61 249 45 0 50 125 191 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 21.8 20.5 20.6 HCM LOS C C C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 14% 9% 17% 31% Vol Thru, % 34% 78% 70% 50% Vol Right, % 52% 13% 13% 19% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 337 346 326 137 LT Vol 46 30 56 42 Through Vol 115 271 229 69 RT Vol 176 45 41 26 Lane Flow Rate 366 376 354 149 Geometry Grp 1111 Degree of Util (X) 0.648 0.671 0.639 0.303 Departure Headway (Hd) 6.372 6.425 6.49 7.329 Convergence, Y/N Yes Yes Yes Yes Cap 564 557 553 493 Service Time 4.463 4.519 4.585 5.329 HCM Lane V/C Ratio 0.649 0.675 0.64 0.302 HCM Control Delay 20.6 21.8 20.5 13.5 HCM Lane LOS C C C B HCM 95th-tile Q 4.6 5 4.5 1.3 42 HCM 2010 AWSC 3: Linden/Redwood & Vine short background pm Synchro 9 Light Report Page 5 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 42 69 26 Future Vol, veh/h 0 42 69 26 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 46 75 28 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 13.5 HCM LOS B 43 HCM 2010 TWSC 4: Redwood & Suniga short background am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 17 55 30 41 89 19 8 33 12 22 45 49 Future Vol, veh/h 17 55 30 41 89 19 8 33 12 22 45 49 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 20 64 35 48 103 22 9 38 14 26 52 57 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 126 0 0 99 0 0 294 342 49 301 348 63 Stage 1 - - - - - - 121 121 - 210 210 - Stage 2 - - - - - - 173 221 - 91 138 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1458 - - 1492 - - 636 579 1009 629 574 988 Stage 1 - - - - - - 870 795 - 773 727 - Stage 2 - - - - - - 812 719 - 906 781 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1458 - - 1492 - - 537 553 1009 567 548 988 Mov Cap-2 Maneuver - - - - - - 537 553 - 567 548 - Stage 1 - - - - - - 858 784 - 762 704 - Stage 2 - - - - - - 686 696 - 838 770 - Approach EB WB NB SB HCM Control Delay, s 1.3 2.1 11.3 11.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 537 629 1458 - - 1492 - - 567 714 HCM Lane V/C Ratio 0.017 0.083 0.014 - - 0.032 - - 0.045 0.153 HCM Control Delay (s) 11.8 11.2 7.5 - - 7.5 - - 11.6 11 HCM Lane LOS B B A - - A - - B B HCM 95th %tile Q(veh) 0.1 0.3 0 - - 0.1 - - 0.1 0.5 44 HCM 2010 TWSC 4: Redwood & Suniga short background pm Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 7.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 59 118 16 24 93 19 32 101 43 24 57 35 Future Vol, veh/h 59 118 16 24 93 19 32 101 43 24 57 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 69 137 19 28 108 22 37 117 50 28 66 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 130 0 0 156 0 0 427 470 78 440 468 65 Stage 1 - - - - - - 284 284 - 175 175 - Stage 2 - - - - - - 143 186 - 265 293 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1453 - - 1422 - - 512 490 967 501 491 986 Stage 1 - - - - - - 699 675 - 810 753 - Stage 2 - - - - - - 845 745 - 717 669 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1453 - - 1422 - - 415 458 967 363 458 986 Mov Cap-2 Maneuver - - - - - - 415 458 - 363 458 - Stage 1 - - - - - - 666 643 - 772 738 - Stage 2 - - - - - - 723 730 - 529 637 - Approach EB WB NB SB HCM Control Delay, s 2.3 1.3 14.6 13.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 415 543 1453 - - 1422 - - 363 575 HCM Lane V/C Ratio 0.09 0.308 0.047 - - 0.02 - - 0.077 0.186 HCM Control Delay (s) 14.5 14.6 7.6 - - 7.6 - - 15.7 12.7 HCM Lane LOS B B A - - A - - C B HCM 95th %tile Q(veh) 0.3 1.3 0.1 - - 0.1 - - 0.2 0.7 45 HCM 2010 TWSC 6: Redwood & Lupine short background am Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 0 11 10 1 4 3 64 2 2 95 7 Future Vol, veh/h 4 0 11 10 1 4 3 64 2 2 95 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 0 12 11 1 4 3 71 2 2 106 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 196 194 109 199 197 72 113 0 0 73 0 0 Stage 1 114 114 - 79 79 - - - - - - - Stage 2 82 80 - 120 118 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 763 701 945 760 699 990 1476 - - 1527 - - Stage 1 891 801 - 930 829 - - - - - - - Stage 2 926 828 - 884 798 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 757 699 945 748 697 990 1476 - - 1527 - - Mov Cap-2 Maneuver 757 699 - 748 697 - - - - - - - Stage 1 889 800 - 928 827 - - - - - - - Stage 2 919 826 - 872 797 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.1 9.6 0.3 0.1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1476 - - 886 796 1527 - - HCM Lane V/C Ratio 0.002 - - 0.019 0.021 0.001 - - HCM Control Delay (s) 7.4 0 - 9.1 9.6 7.4 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 46 HCM 2010 TWSC 6: Redwood & Lupine short background pm Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 0 13 4 0 8 12 156 11 4 99 11 Future Vol, veh/h 9 0 13 4 0 8 12 156 11 4 99 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 0 14 4 0 9 13 173 12 4 110 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 336 337 116 338 337 179 122 0 0 186 0 0 Stage 1 125 125 - 206 206 - - - - - - - Stage 2 211 212 - 132 131 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 618 584 936 616 584 864 1465 - - 1388 - - Stage 1 879 792 - 796 731 - - - - - - - Stage 2 791 727 - 871 788 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 606 576 936 600 576 864 1465 - - 1388 - - Mov Cap-2 Maneuver 606 576 - 600 576 - - - - - - - Stage 1 870 790 - 788 724 - - - - - - - Stage 2 775 720 - 855 786 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.9 9.9 0.5 0.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1465 - - 765 753 1388 - - HCM Lane V/C Ratio 0.009 - - 0.032 0.018 0.003 - - HCM Control Delay (s) 7.5 0 - 9.9 9.9 7.6 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 47 HCM 2010 TWSC 7: Redwood & Conifer short background am Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 75 31 32 202 8 36 18 18 15 41 17 Future Vol, veh/h 9 75 31 32 202 8 36 18 18 15 41 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 88 36 38 238 9 42 21 21 18 48 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 247 0 0 125 0 0 480 450 106 467 464 242 Stage 1 - - - - - - 128 128 - 318 318 - Stage 2 - - - - - - 352 322 - 149 146 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1319 - - 1462 - - 496 504 948 506 495 797 Stage 1 - - - - - - 876 790 - 693 654 - Stage 2 - - - - - - 665 651 - 854 776 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1319 - - 1462 - - 433 484 948 464 476 797 Mov Cap-2 Maneuver - - - - - - 433 484 - 464 476 - Stage 1 - - - - - - 868 783 - 687 634 - Stage 2 - - - - - - 581 631 - 805 769 - Approach EB WB NB SB HCM Control Delay, s 0.6 1 13.3 13.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 517 1319 - - 1462 - - 522 HCM Lane V/C Ratio 0.164 0.008 - - 0.026 - - 0.165 HCM Control Delay (s) 13.3 7.8 0 - 7.5 0 - 13.3 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.6 0 - - 0.1 - - 0.6 48 HCM 2010 TWSC 7: Redwood & Conifer short background pm Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 194 46 33 169 19 56 65 52 15 35 17 Future Vol, veh/h 20 194 46 33 169 19 56 65 52 15 35 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 202 48 34 176 20 58 68 54 16 36 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 196 0 0 250 0 0 550 533 226 584 547 186 Stage 1 - - - - - - 268 268 - 255 255 - Stage 2 - - - - - - 282 265 - 329 292 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1377 - - 1316 - - 446 453 813 423 445 856 Stage 1 - - - - - - 738 687 - 749 696 - Stage 2 - - - - - - 725 689 - 684 671 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1377 - - 1316 - - 394 432 813 335 424 856 Mov Cap-2 Maneuver - - - - - - 394 432 - 335 424 - Stage 1 - - - - - - 725 675 - 736 676 - Stage 2 - - - - - - 652 669 - 564 659 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.2 16.7 14.3 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 485 1377 - - 1316 - - 455 HCM Lane V/C Ratio 0.372 0.015 - - 0.026 - - 0.153 HCM Control Delay (s) 16.7 7.7 0 - 7.8 0 - 14.3 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 1.7 0 - - 0.1 - - 0.5 49 HCM 2010 TWSC 5: Suniga & NOrthfield East Access short background am Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 96 100 5 14 16 Future Vol, veh/h 5 96 100 5 14 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 113 118 6 16 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 124 0 - 0 189 62 Stage 1 - - - - 121 - Stage 2 - - - - 68 - 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 1461 - - - 782 990 Stage 1 - - - - 891 - Stage 2 - - - - 947 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1461 - - - 779 990 Mov Cap-2 Maneuver - - - - 779 - Stage 1 - - - - 891 - Stage 2 - - - - 943 - Approach EB WB SB HCM Control Delay, s 0.4 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1461 - - - 879 HCM Lane V/C Ratio 0.004 - - - 0.04 HCM Control Delay (s) 7.5 - - - 9.3 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.1 50 HCM 2010 TWSC 5: Suniga & Northfield East Access short background pm Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 22 142 122 22 7 9 Future Vol, veh/h 22 142 122 22 7 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 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 26 167 144 26 8 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 169 0 - 0 291 85 Stage 1 - - - - 156 - Stage 2 - - - - 135 - 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 1406 - - - 676 957 Stage 1 - - - - 856 - Stage 2 - - - - 877 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1406 - - - 663 957 Mov Cap-2 Maneuver - - - - 663 - Stage 1 - - - - 856 - Stage 2 - - - - 861 - Approach EB WB SB HCM Control Delay, s 1 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1406 - - - 802 HCM Lane V/C Ratio 0.018 - - - 0.023 HCM Control Delay (s) 7.6 - - - 9.6 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0.1 - - - 0.1 51 HCM 2010 TWSC 8: Suniga & Northfield West Access short background am Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 8 91 112 4 20 37 Future Vol, veh/h 8 91 112 4 20 37 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 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 9 107 132 5 24 44 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 136 0 - 0 206 68 Stage 1 - - - - 134 - Stage 2 - - - - 72 - 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 1446 - - - 763 981 Stage 1 - - - - 878 - Stage 2 - - - - 942 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1446 - - - 758 981 Mov Cap-2 Maneuver - - - - 758 - Stage 1 - - - - 878 - Stage 2 - - - - 936 - Approach EB WB SB HCM Control Delay, s 0.6 0 9.4 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1446 - - - 889 HCM Lane V/C Ratio 0.007 - - - 0.075 HCM Control Delay (s) 7.5 - - - 9.4 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 52 HCM 2010 TWSC 8: Suniga & Northfield West Access short background pm Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 32 153 116 15 11 20 Future Vol, veh/h 32 153 116 15 11 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 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 38 180 136 18 13 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 154 0 - 0 310 77 Stage 1 - - - - 145 - Stage 2 - - - - 165 - 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 1424 - - - 658 968 Stage 1 - - - - 867 - Stage 2 - - - - 847 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1424 - - - 640 968 Mov Cap-2 Maneuver - - - - 640 - Stage 1 - - - - 867 - Stage 2 - - - - 824 - Approach EB WB SB HCM Control Delay, s 1.3 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1424 - - - 819 HCM Lane V/C Ratio 0.026 - - - 0.045 HCM Control Delay (s) 7.6 - - - 9.6 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0.1 - - - 0.1 53 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga short background am Synchro 9 Light Report Page 11 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 168 61 814 55 41 1223 Future Volume (veh/h) 168 61 814 55 41 1223 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 198 4 958 33 48 1439 Adj No. of Lanes 112112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 263 235 2661 1190 463 2661 Arrive On Green 0.15 0.15 0.75 0.75 0.75 0.75 Sat Flow, veh/h 1774 1583 3632 1583 566 3632 Grp Volume(v), veh/h 198 4 958 33 48 1439 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 566 1770 Q Serve(g_s), s 8.6 0.2 7.4 0.4 2.5 13.6 Cycle Q Clear(g_c), s 8.6 0.2 7.4 0.4 9.9 13.6 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 263 235 2661 1190 463 2661 V/C Ratio(X) 0.75 0.02 0.36 0.03 0.10 0.54 Avail Cap(c_a), veh/h 510 455 2661 1190 463 2661 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 32.7 29.1 3.4 2.5 5.1 4.2 Incr Delay (d2), s/veh 4.3 0.0 0.4 0.0 0.4 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.5 0.1 3.6 0.2 0.4 6.7 LnGrp Delay(d),s/veh 37.0 29.1 3.8 2.6 5.5 4.9 LnGrp LOS D C AAAA Approach Vol, veh/h 202 991 1487 Approach Delay, s/veh 36.9 3.7 5.0 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 64.1 64.1 15.9 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 48.0 48.0 22.0 Max Q Clear Time (g_c+I1), s 15.6 9.4 10.6 Green Ext Time (p_c), s 23.3 26.4 0.4 Intersection Summary HCM 2010 Ctrl Delay 6.9 HCM 2010 LOS A 54 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga short background am Synchro 9 Light Report Page 12 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 53 53 27 Maximum Split (%) 66.3% 66.3% 33.8% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 27 27 0 End Time (s) 0 0 27 Yield/Force Off (s) 75 75 22 Yield/Force Off 170(s) 75 75 22 Local Start Time (s) 27 27 0 Local Yield (s) 75 75 22 Local Yield 170(s) 75 75 22 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 55 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga short background pm Synchro 9 Light Report Page 11 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 115 87 1454 192 88 1271 Future Volume (veh/h) 115 87 1454 192 88 1271 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 135 77 1711 124 104 1495 Adj No. of Lanes 112112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 206 184 2774 1241 237 2774 Arrive On Green 0.12 0.12 0.78 0.78 0.78 0.78 Sat Flow, veh/h 1774 1583 3632 1583 252 3632 Grp Volume(v), veh/h 135 77 1711 124 104 1495 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 252 1770 Q Serve(g_s), s 5.8 3.6 16.2 1.5 23.5 12.6 Cycle Q Clear(g_c), s 5.8 3.6 16.2 1.5 39.7 12.6 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 206 184 2774 1241 237 2774 V/C Ratio(X) 0.66 0.42 0.62 0.10 0.44 0.54 Avail Cap(c_a), veh/h 577 515 2774 1241 237 2774 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 33.8 32.8 3.6 2.0 11.9 3.2 Incr Delay (d2), s/veh 3.5 1.5 1.0 0.2 5.8 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.1 1.7 8.0 0.7 2.0 6.3 LnGrp Delay(d),s/veh 37.3 34.4 4.7 2.2 17.8 4.0 LnGrp LOS D C AABA Approach Vol, veh/h 212 1835 1599 Approach Delay, s/veh 36.2 4.5 4.9 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 66.7 66.7 13.3 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 45.0 45.0 25.0 Max Q Clear Time (g_c+I1), s 41.7 18.2 7.8 Green Ext Time (p_c), s 3.2 25.1 0.5 Intersection Summary HCM 2010 Ctrl Delay 6.5 HCM 2010 LOS A 56 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga short background pm Synchro 9 Light Report Page 12 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 50 50 30 Maximum Split (%) 62.5% 62.5% 37.5% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 30 30 0 End Time (s) 0 0 30 Yield/Force Off (s) 75 75 25 Yield/Force Off 170(s) 75 75 25 Local Start Time (s) 30 30 0 Local Yield (s) 75 75 25 Local Yield 170(s) 75 75 25 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 57 APPENDIX F 58 HCM 2010 Signalized Intersection Summary 2: Lemay & Suniga Long background AM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 260 140 160 280 135 145 535 30 85 940 90 Future Volume (veh/h) 35 260 140 160 280 135 145 535 30 85 940 90 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 37 274 0 168 295 24 153 563 0 89 989 9 Adj No. of Lanes 121121121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 232 408 183 284 661 296 407 2187 979 588 2130 953 Arrive On Green 0.03 0.12 0.00 0.10 0.19 0.19 0.06 0.62 0.00 0.04 0.60 0.60 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 37 274 0 168 295 24 153 563 0 89 989 9 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 2.4 9.7 0.0 10.5 9.7 1.6 4.2 9.5 0.0 2.5 20.2 0.3 Cycle Q Clear(g_c), s 2.4 9.7 0.0 10.5 9.7 1.6 4.2 9.5 0.0 2.5 20.2 0.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 232 408 183 284 661 296 407 2187 979 588 2130 953 V/C Ratio(X) 0.16 0.67 0.00 0.59 0.45 0.08 0.38 0.26 0.00 0.15 0.46 0.01 Avail Cap(c_a), veh/h 269 567 254 330 838 375 537 2187 979 610 2130 953 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.6 55.6 0.0 43.0 47.3 44.0 10.5 11.4 0.0 9.0 14.4 10.4 Incr Delay (d2), s/veh 0.3 1.9 0.0 2.1 0.5 0.1 0.6 0.3 0.0 0.1 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.2 4.9 0.0 5.3 4.8 0.7 2.1 4.7 0.0 1.2 10.1 0.1 LnGrp Delay(d),s/veh 48.9 57.5 0.0 45.1 47.7 44.1 11.1 11.6 0.0 9.2 15.1 10.5 LnGrp LOS D E D D D B B A B B Approach Vol, veh/h 311 487 716 1087 Approach Delay, s/veh 56.5 46.6 11.5 14.6 Approach LOS E D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.4 82.8 17.6 19.1 9.3 85.0 8.2 28.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 16.0 59.0 16.0 20.0 6.0 69.0 6.0 30.0 Max Q Clear Time (g_c+I1), s 6.2 22.2 12.5 11.7 4.5 11.5 4.4 11.7 Green Ext Time (p_c), s 0.3 15.2 0.1 2.4 0.0 17.3 0.0 3.6 Intersection Summary HCM 2010 Ctrl Delay 24.8 HCM 2010 LOS C 59 Timing Report, Sorted By Phase 2: Lemay & Suniga Long background AM Synchro 9 Light Report Page 2 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 21 64 21 25 11 74 11 35 Maximum Split (%) 16.0% 48.9% 16.0% 19.1% 8.4% 56.5% 8.4% 26.7% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 46 67 0 21 46 57 0 11 End Time (s) 67 0 21 46 57 0 11 46 Yield/Force Off (s) 62 126 16 41 52 126 6 41 Yield/Force Off 170(s) 62 126 16 41 52 126 6 41 Local Start Time (s) 46 67 0 21 46 57 0 11 Local Yield (s) 62 126 16 41 52 126 6 41 Local Yield 170(s) 62 126 16 41 52 126 6 41 Intersection Summary Cycle Length 131 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Lemay & Suniga 60 HCM 2010 Signalized Intersection Summary 2: Lemay & Suniga Long background PM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 385 130 80 285 190 175 935 155 135 710 90 Future Volume (veh/h) 70 385 130 80 285 190 175 935 155 135 710 90 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 74 405 0 84 300 29 184 984 92 142 747 24 Adj No. of Lanes 121121121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 241 561 251 209 580 260 509 2142 958 389 2104 941 Arrive On Green 0.05 0.16 0.00 0.06 0.16 0.16 0.07 0.61 0.61 0.05 0.59 0.59 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 74 405 0 84 300 29 184 984 92 142 747 24 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 4.5 14.2 0.0 5.1 10.1 2.0 5.2 19.9 3.2 4.0 14.2 0.8 Cycle Q Clear(g_c), s 4.5 14.2 0.0 5.1 10.1 2.0 5.2 19.9 3.2 4.0 14.2 0.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 241 561 251 209 580 260 509 2142 958 389 2104 941 V/C Ratio(X) 0.31 0.72 0.00 0.40 0.52 0.11 0.36 0.46 0.10 0.37 0.36 0.03 Avail Cap(c_a), veh/h 267 756 338 239 783 351 731 2142 958 495 2104 941 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.8 52.4 0.0 42.9 50.0 46.6 9.5 14.1 10.8 10.6 13.7 10.9 Incr Delay (d2), s/veh 0.7 2.2 0.0 1.2 0.7 0.2 0.4 0.7 0.2 0.6 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 7.1 0.0 2.6 5.0 0.9 2.6 9.9 1.5 2.0 7.1 0.4 LnGrp Delay(d),s/veh 43.5 54.6 0.0 44.1 50.7 46.8 9.9 14.9 11.0 11.1 14.1 11.0 LnGrp LOS D D D D D ABBBBB Approach Vol, veh/h 479 413 1260 913 Approach Delay, s/veh 52.9 49.1 13.9 13.6 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.6 81.9 11.8 24.8 11.2 83.3 11.1 25.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 24.0 51.0 9.0 27.0 14.0 61.0 8.0 28.0 Max Q Clear Time (g_c+I1), s 7.2 16.2 7.1 16.2 6.0 21.9 6.5 12.1 Green Ext Time (p_c), s 0.4 17.7 0.0 3.5 0.2 18.7 0.0 4.3 Intersection Summary HCM 2010 Ctrl Delay 24.6 HCM 2010 LOS C 61 Timing Report, Sorted By Phase 2: Lemay & Suniga Long background PM Synchro 9 Light Report Page 2 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 29 56 14 32 19 66 13 33 Maximum Split (%) 22.1% 42.7% 10.7% 24.4% 14.5% 50.4% 9.9% 25.2% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 46 75 0 14 46 65 0 13 End Time (s) 75 0 14 46 65 0 13 46 Yield/Force Off (s) 70 126 9 41 60 126 8 41 Yield/Force Off 170(s) 70 126 9 41 60 126 8 41 Local Start Time (s) 46 75 0 14 46 65 0 13 Local Yield (s) 70 126 9 41 60 126 8 41 Local Yield 170(s) 70 126 9 41 60 126 8 41 Intersection Summary Cycle Length 131 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Lemay & Suniga 62 HCM 2010 AWSC 3: Linden/Redwood & Vine Long background AM Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 8.5 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 10 20 30 0 45 25 10 0 35 90 15 Future Vol, veh/h 0 10 20 30 0 45 25 10 0 35 90 15 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 222222222222 Mvmt Flow 0 11 21 32 0 47 26 11 0 37 95 16 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 7.9 8.4 8.5 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 25% 17% 56% 9% Vol Thru, % 64% 33% 31% 83% Vol Right, % 11% 50% 12% 9% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 140 60 80 175 LT Vol 35 10 45 15 Through Vol 90 20 25 145 RT Vol 15 30 10 15 Lane Flow Rate 147 63 84 184 Geometry Grp 1111 Degree of Util (X) 0.183 0.079 0.112 0.226 Departure Headway (Hd) 4.472 4.526 4.8 4.414 Convergence, Y/N Yes Yes Yes Yes Cap 803 791 747 814 Service Time 2.497 2.556 2.828 2.437 HCM Lane V/C Ratio 0.183 0.08 0.112 0.226 HCM Control Delay 8.5 7.9 8.4 8.7 HCM Lane LOS AAAA HCM 95th-tile Q 0.7 0.3 0.4 0.9 63 HCM 2010 AWSC 3: Linden/Redwood & Vine Long background AM Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 15 145 15 Future Vol, veh/h 0 15 145 15 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 16 153 16 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 8.7 HCM LOS A 64 HCM 2010 AWSC 3: Linden/Redwood & Vine Long background PM Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 9.6 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 15 25 35 0 25 20 15 0 30 225 45 Future Vol, veh/h 0 15 25 35 0 25 20 15 0 30 225 45 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 222222222222 Mvmt Flow 0 16 26 37 0 26 21 16 0 32 237 47 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8.6 8.7 10.3 HCM LOS A A B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 10% 20% 42% 5% Vol Thru, % 75% 33% 33% 89% Vol Right, % 15% 47% 25% 5% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 300 75 60 185 LT Vol 30 15 25 10 Through Vol 225 25 20 165 RT Vol 45 35 15 10 Lane Flow Rate 316 79 63 195 Geometry Grp 1111 Degree of Util (X) 0.389 0.108 0.09 0.25 Departure Headway (Hd) 4.44 4.929 5.125 4.614 Convergence, Y/N Yes Yes Yes Yes Cap 808 723 695 777 Service Time 2.477 2.985 3.182 2.655 HCM Lane V/C Ratio 0.391 0.109 0.091 0.251 HCM Control Delay 10.3 8.6 8.7 9.2 HCM Lane LOS BAAA HCM 95th-tile Q 1.9 0.4 0.3 1 65 HCM 2010 AWSC 3: Linden/Redwood & Vine Long background PM Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 165 10 Future Vol, veh/h 0 10 165 10 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 11 174 11 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9.2 HCM LOS A 66 HCM 2010 TWSC 4: Redwood & Suniga Long background AM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 8.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 320 45 135 415 50 40 40 50 30 55 70 Future Vol, veh/h 40 320 45 135 415 50 40 40 50 30 55 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 42 337 47 142 437 53 42 42 53 32 58 74 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 489 0 0 384 0 0 977 1219 192 1021 1215 245 Stage 1 - - - - - - 445 445 - 747 747 - Stage 2 - - - - - - 532 774 - 274 468 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1070 - - 1171 - - 205 179 817 191 180 755 Stage 1 - - - - - - 562 573 - 371 418 - Stage 2 - - - - - - 499 406 - 709 560 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1070 - - 1171 - - 116 151 817 124 152 755 Mov Cap-2 Maneuver - - - - - - 116 151 - 124 152 - Stage 1 - - - - - - 540 551 - 356 367 - Stage 2 - - - - - - 333 357 - 589 538 - Approach EB WB NB SB HCM Control Delay, s 0.8 1.9 33.3 32.2 HCM LOS D D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 116 276 1070 - - 1171 - - 124 275 HCM Lane V/C Ratio 0.363 0.343 0.039 - - 0.121 - - 0.255 0.478 HCM Control Delay (s) 52.7 24.7 8.5 - - 8.5 - - 43.7 29.5 HCM Lane LOS F C A - - A - - E D HCM 95th %tile Q(veh) 1.5 1.5 0.1 - - 0.4 - - 0.9 2.4 67 HCM 2010 TWSC 4: Redwood & Suniga Long background PM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 39.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 80 460 65 85 430 35 70 120 145 45 70 65 Future Vol, veh/h 80 460 65 85 430 35 70 120 145 45 70 65 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 84 484 68 89 453 37 74 126 153 47 74 68 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 489 0 0 553 0 0 1129 1355 276 1124 1371 245 Stage 1 - - - - - - 687 687 - 650 650 - Stage 2 - - - - - - 442 668 - 474 721 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1070 - - 1013 - - 159 148 721 160 145 755 Stage 1 - - - - - - 403 446 - 424 463 - Stage 2 - - - - - - 564 455 - 540 430 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1070 - - 1013 - - ~ 67 ~ 124 721 - 122 755 Mov Cap-2 Maneuver - - - - - - ~ 67 ~ 124 - - 122 - Stage 1 - - - - - - 371 411 - 391 422 - Stage 2 - - - - - - 386 415 - 272 396 - Approach EB WB NB SB HCM Control Delay, s 1.1 1.4 193.1 HCM LOS F - Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 67 227 1070 - - 1013 - - - 205 HCM Lane V/C Ratio 1.1 1.229 0.079 - - 0.088 - - - 0.693 HCM Control Delay (s) 245.8 179.2 8.7 - - 8.9 - - - 54.7 HCM Lane LOS F F A - - A - - - F HCM 95th %tile Q(veh) 5.7 14 0.3 - - 0.3 - - - 4.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 68 HCM 2010 TWSC 6: Redwood & Lupine Long background AM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 10 10 0 5 5 120 5 5 135 10 Future Vol, veh/h 5 0 10 10 0 5 5 120 5 5 135 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 11 11 0 5 5 126 5 5 142 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 300 300 147 302 302 129 153 0 0 132 0 0 Stage 1 158 158 - 139 139 - - - - - - - Stage 2 142 142 - 163 163 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 652 612 900 650 611 921 1428 - - 1453 - - Stage 1 844 767 - 864 782 - - - - - - - Stage 2 861 779 - 839 763 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 644 607 900 638 606 921 1428 - - 1453 - - Mov Cap-2 Maneuver 644 607 - 638 606 - - - - - - - Stage 1 841 764 - 861 779 - - - - - - - Stage 2 853 776 - 826 760 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.6 10.2 0.3 0.2 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1428 - - 795 711 1453 - - HCM Lane V/C Ratio 0.004 - - 0.02 0.022 0.004 - - HCM Control Delay (s) 7.5 0 - 9.6 10.2 7.5 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 69 HCM 2010 TWSC 6: Redwood & Lupine Long background PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 0 15 5 0 10 15 210 10 5 160 10 Future Vol, veh/h 10 0 15 5 0 10 15 210 10 5 160 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 0 16 5 0 11 16 221 11 5 168 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 447 447 174 450 447 226 179 0 0 232 0 0 Stage 1 184 184 - 258 258 - - - - - - - Stage 2 263 263 - 192 189 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 522 506 869 519 506 813 1397 - - 1336 - - Stage 1 818 747 - 747 694 - - - - - - - Stage 2 742 691 - 810 744 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 509 497 869 503 497 813 1397 - - 1336 - - Mov Cap-2 Maneuver 509 497 - 503 497 - - - - - - - Stage 1 807 744 - 737 685 - - - - - - - Stage 2 723 682 - 792 741 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.5 10.5 0.5 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1397 - - 677 674 1336 - - HCM Lane V/C Ratio 0.011 - - 0.039 0.023 0.004 - - HCM Control Delay (s) 7.6 0 - 10.5 10.5 7.7 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 70 HCM 2010 TWSC 7: Redwood & Conifer Long background AM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 6.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 160 45 45 295 15 65 35 30 20 60 25 Future Vol, veh/h 15 160 45 45 295 15 65 35 30 20 60 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 168 47 47 311 16 68 37 32 21 63 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 326 0 0 216 0 0 682 645 192 671 660 318 Stage 1 - - - - - - 224 224 - 413 413 - Stage 2 - - - - - - 458 421 - 258 247 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1234 - - 1354 - - 364 391 850 370 383 723 Stage 1 - - - - - - 779 718 - 616 594 - Stage 2 - - - - - - 583 589 - 747 702 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1234 - - 1354 - - 291 369 850 315 361 723 Mov Cap-2 Maneuver - - - - - - 291 369 - 315 361 - Stage 1 - - - - - - 767 707 - 607 569 - Stage 2 - - - - - - 478 564 - 672 691 - Approach EB WB NB SB HCM Control Delay, s 0.5 1 20.5 17.5 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 368 1234 - - 1354 - - 397 HCM Lane V/C Ratio 0.372 0.013 - - 0.035 - - 0.278 HCM Control Delay (s) 20.5 8 0 - 7.8 0 - 17.5 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 1.7 0 - - 0.1 - - 1.1 71 HCM 2010 TWSC 7: Redwood & Conifer Long background PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 17.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 315 70 55 300 25 80 85 65 20 50 25 Future Vol, veh/h 30 315 70 55 300 25 80 85 65 20 50 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 332 74 58 316 26 84 89 68 21 53 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 342 0 0 405 0 0 916 890 368 956 913 329 Stage 1 - - - - - - 432 432 - 445 445 - Stage 2 - - - - - - 484 458 - 511 468 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1217 - - 1154 - - 253 282 677 238 273 712 Stage 1 - - - - - - 602 582 - 592 575 - Stage 2 - - - - - - 564 567 - 545 561 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1217 - - 1154 - - 190 256 677 145 247 712 Mov Cap-2 Maneuver - - - - - - 190 256 - 145 247 - Stage 1 - - - - - - 582 562 - 572 539 - Stage 2 - - - - - - 460 532 - 398 542 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.2 71.2 28.2 HCM LOS F D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 271 1217 - - 1154 - - 253 HCM Lane V/C Ratio 0.893 0.026 - - 0.05 - - 0.395 HCM Control Delay (s) 71.2 8 0 - 8.3 0 - 28.2 HCM Lane LOS F A A - A A - D HCM 95th %tile Q(veh) 7.9 0.1 - - 0.2 - - 1.8 72 HCM 2010 TWSC 11: Old Lemay & Suniga Long background AM Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 410 15 10 500 5 5 0 5 20 0 10 Future Vol, veh/h 5 410 15 10 500 5 5 0 5 20 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 432 16 11 526 5 5 0 5 21 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 532 0 0 447 0 0 734 1003 224 776 1008 266 Stage 1 - - - - - - 450 450 - 550 550 - Stage 2 - - - - - - 284 553 - 226 458 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1032 - - 1110 - - 308 241 779 287 239 732 Stage 1 - - - - - - 558 570 - 487 514 - Stage 2 - - - - - - 699 513 - 756 565 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1032 - - 1110 - - 300 237 779 282 235 732 Mov Cap-2 Maneuver - - - - - - 300 237 - 282 235 - Stage 1 - - - - - - 555 567 - 485 509 - Stage 2 - - - - - - 682 508 - 747 562 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.2 13.4 15.9 HCM LOS B C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 300 779 1032 - - 1110 - - 282 732 HCM Lane V/C Ratio 0.018 0.007 0.005 - - 0.009 - - 0.075 0.014 HCM Control Delay (s) 17.2 9.7 8.5 - - 8.3 - - 18.8 10 HCM Lane LOS C A A - - A - - C B HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.2 0 73 HCM 2010 TWSC 11: Old Lemay & Suniga Long background PM Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 565 5 5 525 20 15 0 10 10 0 5 Future Vol, veh/h 10 565 5 5 525 20 15 0 10 10 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 595 5 5 553 21 16 0 11 11 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 574 0 0 600 0 0 905 1202 300 892 1195 287 Stage 1 - - - - - - 618 618 - 574 574 - Stage 2 - - - - - - 287 584 - 318 621 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 995 - - 973 - - 232 183 696 237 185 710 Stage 1 - - - - - - 443 479 - 471 501 - Stage 2 - - - - - - 696 496 - 668 477 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 995 - - 973 - - 227 180 696 231 182 710 Mov Cap-2 Maneuver - - - - - - 227 180 - 231 182 - Stage 1 - - - - - - 438 474 - 466 498 - Stage 2 - - - - - - 687 493 - 651 472 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 17.3 17.6 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 227 696 995 - - 973 - - 231 710 HCM Lane V/C Ratio 0.07 0.015 0.011 - - 0.005 - - 0.046 0.007 HCM Control Delay (s) 22 10.3 8.7 - - 8.7 - - 21.3 10.1 HCM Lane LOS C B A - - A - - C B HCM 95th %tile Q(veh) 0.2 0 0 - - 0 - - 0.1 0 74 HCM 2010 TWSC 29: Suniga & Northfield East Access Long background AM Synchro 9 Light Report Page 12 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 395 505 10 35 25 Future Vol, veh/h 5 395 505 10 35 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 416 532 11 37 26 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 542 0 - 0 755 271 Stage 1 - - - - 537 - Stage 2 - - - - 218 - 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 1023 - - - 345 727 Stage 1 - - - - 550 - Stage 2 - - - - 797 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1023 - - - 343 727 Mov Cap-2 Maneuver - - - - 343 - Stage 1 - - - - 550 - Stage 2 - - - - 793 - Approach EB WB SB HCM Control Delay, s 0.1 0 14.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1023 - - - 440 HCM Lane V/C Ratio 0.005 - - - 0.144 HCM Control Delay (s) 8.5 - - - 14.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.5 75 HCM 2010 TWSC 29: Suniga & Northfield East Access Long background PM Synchro 9 Light Report Page 12 Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 25 560 510 35 20 15 Future Vol, veh/h 25 560 510 35 20 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 589 537 37 21 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 574 0 - 0 902 287 Stage 1 - - - - 555 - Stage 2 - - - - 347 - 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 995 - - - 277 710 Stage 1 - - - - 539 - Stage 2 - - - - 687 - Platoon blocked, % - - - Mov Cap-1 Maneuver 995 - - - 270 710 Mov Cap-2 Maneuver - - - - 270 - Stage 1 - - - - 539 - Stage 2 - - - - 669 - Approach EB WB SB HCM Control Delay, s 0.4 0 15.9 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 995 - - - 368 HCM Lane V/C Ratio 0.026 - - - 0.1 HCM Control Delay (s) 8.7 - - - 15.9 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.1 - - - 0.3 76 HCM 2010 TWSC 8: Northfield West Access & Suniga Long background AM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 375 5 5 520 5 15 0 10 15 0 65 Future Vol, veh/h 20 375 5 5 520 5 15 0 10 15 0 65 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 395 5 5 547 5 16 0 11 16 0 68 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 553 0 0 400 0 0 723 1002 200 800 1003 276 Stage 1 - - - - - - 439 439 - 561 561 - Stage 2 - - - - - - 284 563 - 239 442 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1013 - - 1155 - - 314 241 808 276 241 721 Stage 1 - - - - - - 567 576 - 480 508 - Stage 2 - - - - - - 699 507 - 743 575 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1013 - - 1155 - - 279 235 808 267 235 721 Mov Cap-2 Maneuver - - - - - - 279 235 - 267 235 - Stage 1 - - - - - - 555 564 - 470 506 - Stage 2 - - - - - - 630 505 - 718 563 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.1 15.2 12.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 378 1013 - - 1155 - - 547 HCM Lane V/C Ratio 0.07 0.021 - - 0.005 - - 0.154 HCM Control Delay (s) 15.2 8.6 - - 8.1 - - 12.8 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.5 77 HCM 2010 TWSC 8: Northfield West Access & Suniga Long background PM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 65 570 15 10 500 15 10 0 5 10 0 40 Future Vol, veh/h 65 570 15 10 500 15 10 0 5 10 0 40 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 68 600 16 11 526 16 11 0 5 11 0 42 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 542 0 0 616 0 0 1029 1308 308 992 1308 271 Stage 1 - - - - - - 745 745 - 555 555 - Stage 2 - - - - - - 284 563 - 437 753 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1023 - - 960 - - 188 158 688 200 158 727 Stage 1 - - - - - - 372 419 - 484 511 - Stage 2 - - - - - - 699 507 - 568 416 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1023 - - 960 - - 167 146 688 187 146 727 Mov Cap-2 Maneuver - - - - - - 167 146 - 187 146 - Stage 1 - - - - - - 347 391 - 452 505 - Stage 2 - - - - - - 651 501 - 526 388 - Approach EB WB NB SB HCM Control Delay, s 0.9 0.2 22.4 13.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 223 1023 - - 960 - - 461 HCM Lane V/C Ratio 0.071 0.067 - - 0.011 - - 0.114 HCM Control Delay (s) 22.4 8.8 - - 8.8 - - 13.8 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.4 78 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga Long background AM Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 5 10 355 5 140 30 795 180 170 1290 5 Future Volume (veh/h) 25 5 10 355 5 140 30 795 180 170 1290 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 26 5 0 374 5 38 32 837 78 179 1358 5 Adj No. of Lanes 010111121120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 107 10 0 547 552 470 239 1892 846 419 2073 8 Arrive On Green 0.04 0.04 0.00 0.22 0.30 0.30 0.03 0.53 0.53 0.07 0.57 0.57 Sat Flow, veh/h 1191 229 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 31 0 0 374 5 38 32 837 78 179 664 699 Grp Sat Flow(s),veh/h/ln 1420 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.6 0.0 0.0 23.1 0.2 2.1 1.0 17.3 2.9 5.1 30.8 30.8 Cycle Q Clear(g_c), s 2.6 0.0 0.0 23.1 0.2 2.1 1.0 17.3 2.9 5.1 30.8 30.8 Prop In Lane 0.84 0.00 1.00 1.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 117 0 0 547 552 470 239 1892 846 419 1014 1066 V/C Ratio(X) 0.26 0.00 0.00 0.68 0.01 0.08 0.13 0.44 0.09 0.43 0.65 0.66 Avail Cap(c_a), veh/h 185 0 0 571 667 567 289 1892 846 475 1014 1066 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 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.1 0.0 0.0 39.4 29.8 30.4 14.7 17.0 13.7 11.8 17.5 17.5 Incr Delay (d2), s/veh 1.2 0.0 0.0 3.2 0.0 0.1 0.3 0.8 0.2 0.7 3.3 3.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 0.0 11.7 0.1 0.9 0.5 8.6 1.3 2.5 15.9 16.6 LnGrp Delay(d),s/veh 57.3 0.0 0.0 42.6 29.8 30.5 14.9 17.8 13.9 12.5 20.8 20.6 LnGrp LOS E D C C BBBBCC Approach Vol, veh/h 31 417 947 1542 Approach Delay, s/veh 57.3 41.4 17.4 19.8 Approach LOS E D B B Timer 12345678 Assigned Phs 123456 8 Phs Duration (G+Y+Rc), s 7.6 72.8 30.3 9.3 12.3 68.2 39.6 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 57.0 27.0 10.0 11.0 52.0 42.0 Max Q Clear Time (g_c+I1), s 3.0 32.8 25.1 4.6 7.1 19.3 4.1 Green Ext Time (p_c), s 0.0 16.5 0.3 0.1 0.2 20.2 0.3 Intersection Summary HCM 2010 Ctrl Delay 22.5 HCM 2010 LOS C 79 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga Long background AM Synchro 9 Light Report Page 10 Phase Number 1234568 Movement NBL SBTL WBL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None Maximum Split (s) 11 62 32 15 16 57 47 Maximum Split (%) 9.2% 51.7% 26.7% 12.5% 13.3% 47.5% 39.2% Minimum Split (s) 11 15 11 15 11 15 15 Yellow Time (s) 3333333 All-Red Time (s) 2222222 Minimum Initial (s) 4444444 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 47 58 0 32 47 63 0 End Time (s) 58 0 32 47 63 0 47 Yield/Force Off (s) 53 115 27 42 58 115 42 Yield/Force Off 170(s) 53 115 27 42 58 115 42 Local Start Time (s) 47 58 0 32 47 63 0 Local Yield (s) 53 115 27 42 58 115 42 Local Yield 170(s) 53 115 27 42 58 115 42 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 80 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga Long background PM Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 20 5 10 265 5 205 20 1470 315 265 1305 5 Future Volume (veh/h) 20 5 10 265 5 205 20 1470 315 265 1305 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 21 5 0 279 5 36 21 1547 207 279 1374 5 Adj No. of Lanes 010111121120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 100 11 0 388 384 327 287 2078 929 322 2418 9 Arrive On Green 0.04 0.04 0.00 0.13 0.21 0.21 0.03 0.59 0.59 0.11 0.67 0.67 Sat Flow, veh/h 1159 276 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 26 0 0 279 5 36 21 1547 207 279 672 707 Grp Sat Flow(s),veh/h/ln 1435 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.1 0.0 0.0 16.0 0.3 2.2 0.6 38.5 7.5 9.4 24.4 24.4 Cycle Q Clear(g_c), s 2.1 0.0 0.0 16.0 0.3 2.2 0.6 38.5 7.5 9.4 24.4 24.4 Prop In Lane 0.81 0.00 1.00 1.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 111 0 0 388 384 327 287 2078 929 322 1183 1244 V/C Ratio(X) 0.23 0.00 0.00 0.72 0.01 0.11 0.07 0.74 0.22 0.87 0.57 0.57 Avail Cap(c_a), veh/h 186 0 0 388 481 409 346 2078 929 413 1183 1244 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 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.4 0.0 0.0 46.8 37.9 38.7 10.1 18.2 11.8 29.2 10.6 10.6 Incr Delay (d2), s/veh 1.1 0.0 0.0 6.3 0.0 0.1 0.1 2.5 0.6 14.4 2.0 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.0 1.6 0.1 1.0 0.3 19.4 3.4 10.3 12.4 13.0 LnGrp Delay(d),s/veh 57.4 0.0 0.0 53.1 37.9 38.8 10.2 20.7 12.3 43.5 12.6 12.5 LnGrp LOS E D D D B C B D B B Approach Vol, veh/h 26 320 1775 1658 Approach Delay, s/veh 57.4 51.2 19.6 17.8 Approach LOS E D B B Timer 12345678 Assigned Phs 123456 8 Phs Duration (G+Y+Rc), s 7.0 84.2 20.0 8.8 16.8 74.4 28.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 69.0 15.0 10.0 18.0 57.0 30.0 Max Q Clear Time (g_c+I1), s 2.6 26.4 18.0 4.1 11.4 40.5 4.2 Green Ext Time (p_c), s 0.0 34.0 0.0 0.1 0.4 14.9 0.2 Intersection Summary HCM 2010 Ctrl Delay 21.7 HCM 2010 LOS C 81 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga Long background PM Synchro 9 Light Report Page 10 Phase Number 1234568 Movement NBL SBTL WBL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None Maximum Split (s) 11 74 20 15 23 62 35 Maximum Split (%) 9.2% 61.7% 16.7% 12.5% 19.2% 51.7% 29.2% Minimum Split (s) 11 15 11 15 11 15 15 Yellow Time (s) 3333333 All-Red Time (s) 2222222 Minimum Initial (s) 4444444 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 46 0 20 35 58 0 End Time (s) 46 0 20 35 58 0 35 Yield/Force Off (s) 41 115 15 30 53 115 30 Yield/Force Off 170(s) 41 115 15 30 53 115 30 Local Start Time (s) 35 46 0 20 35 58 0 Local Yield (s) 41 115 15 30 53 115 30 Local Yield 170(s) 41 115 15 30 53 115 30 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 82 APPENDIX G 83 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 145 106 154 268 126 51 364 90 62 721 49 Future Volume (veh/h) 15 145 106 154 268 126 51 364 90 62 721 49 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1832 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 17 167 98 177 308 128 59 418 100 71 829 54 Adj No. of Lanes 110110010010 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 255255222222 Cap, veh/h 135 223 131 295 334 139 91 612 140 95 925 59 Arrive On Green 0.02 0.21 0.21 0.09 0.27 0.27 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 1774 1074 630 1774 1217 506 94 1041 238 102 1574 101 Grp Volume(v), veh/h 17 0 265 177 0 436 577 0 0 954 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1704 1774 0 1722 1373 0 0 1776 0 0 Q Serve(g_s), s 0.8 0.0 16.1 8.3 0.0 27.0 0.0 0.0 0.0 25.1 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 16.1 8.3 0.0 27.0 27.4 0.0 0.0 52.5 0.0 0.0 Prop In Lane 1.00 0.37 1.00 0.29 0.10 0.17 0.07 0.06 Lane Grp Cap(c), veh/h 135 0 353 295 0 473 843 0 0 1080 0 0 V/C Ratio(X) 0.13 0.00 0.75 0.60 0.00 0.92 0.68 0.00 0.00 0.88 0.00 0.00 Avail Cap(c_a), veh/h 206 0 426 295 0 478 843 0 0 1080 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 34.6 0.0 40.9 30.3 0.0 38.8 14.0 0.0 0.0 19.9 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 5.9 3.4 0.0 23.4 4.5 0.0 0.0 10.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 8.2 4.4 0.0 15.9 12.4 0.0 0.0 28.6 0.0 0.0 LnGrp Delay(d),s/veh 35.0 0.0 46.8 33.7 0.0 62.1 18.5 0.0 0.0 30.4 0.0 0.0 LnGrp LOS D D C E B C Approach Vol, veh/h 282 613 577 954 Approach Delay, s/veh 46.1 53.9 18.5 30.4 Approach LOS D D B C Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 68.7 14.0 27.3 68.7 6.6 34.7 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 59.0 9.0 26.5 59.0 6.0 29.5 Max Q Clear Time (g_c+I1), s 54.5 10.3 18.1 29.4 2.8 29.0 Green Ext Time (p_c), s 2.9 0.0 1.7 8.6 0.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 35.3 HCM 2010 LOS D 84 Timing Report, Sorted By Phase 1: Lemay & Vine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 64 14 32 64 11 35 Maximum Split (%) 58.2% 12.7% 29.1% 58.2% 10.0% 31.8% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 93 47 61 93 47 58 End Time (s) 47 61 93 47 58 93 Yield/Force Off (s) 42 56 87.5 42 53 87.5 Yield/Force Off 170(s) 32 56 77.5 32 53 77.5 Local Start Time (s) 51 5 19 51 5 16 Local Yield (s) 0 14 45.5 0 11 45.5 Local Yield 170(s) 100 14 35.5 100 11 35.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 85 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine short total pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 295 94 92 218 174 90 917 188 112 630 33 Future Volume (veh/h) 52 295 94 92 218 174 90 917 188 112 630 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1822 1824 1863 1833 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 53 298 85 93 220 153 91 926 183 113 636 32 Adj No. of Lanes 110110010010 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 255255222222 Cap, veh/h 134 254 73 163 203 141 87 709 137 103 521 25 Arrive On Green 0.04 0.19 0.19 0.06 0.20 0.20 0.65 0.65 0.65 0.65 0.65 0.65 Sat Flow, veh/h 1774 1357 387 1774 996 693 85 1091 211 106 802 39 Grp Volume(v), veh/h 53 0 383 93 0 373 1200 0 0 781 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1744 1774 0 1689 1387 0 0 947 0 0 Q Serve(g_s), s 2.8 0.0 22.5 5.0 0.0 24.5 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.8 0.0 22.5 5.0 0.0 24.5 78.0 0.0 0.0 78.0 0.0 0.0 Prop In Lane 1.00 0.22 1.00 0.41 0.08 0.15 0.14 0.04 Lane Grp Cap(c), veh/h 134 0 327 163 0 345 934 0 0 650 0 0 V/C Ratio(X) 0.39 0.00 1.17 0.57 0.00 1.08 1.29 0.00 0.00 1.20 0.00 0.00 Avail Cap(c_a), veh/h 163 0 327 163 0 345 934 0 0 650 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 38.8 0.0 48.8 38.1 0.0 47.8 20.6 0.0 0.0 18.9 0.0 0.0 Incr Delay (d2), s/veh 1.9 0.0 104.9 4.6 0.0 72.4 136.5 0.0 0.0 105.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 20.3 2.6 0.0 18.3 66.3 0.0 0.0 40.4 0.0 0.0 LnGrp Delay(d),s/veh 40.7 0.0 153.6 42.7 0.0 120.1 157.1 0.0 0.0 123.9 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 436 466 1200 781 Approach Delay, s/veh 139.9 104.7 157.1 123.9 Approach LOS FFFF Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 82.0 11.0 27.0 82.0 9.0 29.0 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 77.0 6.0 21.5 77.0 6.0 21.5 Max Q Clear Time (g_c+I1), s 80.0 7.0 24.5 80.0 4.8 26.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 137.1 HCM 2010 LOS F 86 Timing Report, Sorted By Phase 1: Lemay & Vine short total pm Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 82 11 27 82 11 27 Maximum Split (%) 68.3% 9.2% 22.5% 68.3% 9.2% 22.5% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 43 5 16 43 5 16 End Time (s) 5 16 43 5 16 43 Yield/Force Off (s) 0 11 37.5 0 11 37.5 Yield/Force Off 170(s) 110 11 27.5 110 11 27.5 Local Start Time (s) 43 5 16 43 5 16 Local Yield (s) 0 11 37.5 0 11 37.5 Local Yield 170(s) 110 11 27.5 110 11 27.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 87 HCM 2010 TWSC 2: Lemay & Suniga short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 33 102 59 456 718 55 Future Vol, veh/h 33 102 59 456 718 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 200 - - - Veh in Median Storage, # 1 - - 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 39 120 69 536 845 65 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1552 877 909 0 - 0 Stage 1 877 - - - - - Stage 2 675 - - - - - Critical Hdwy 7.12 6.22 4.12 - - - Critical Hdwy Stg 1 6.12 - - - - - Critical Hdwy Stg 2 6.12 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 92 348 749 - - - Stage 1 343 - - - - - Stage 2 444 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 86 348 749 - - - Mov Cap-2 Maneuver 199 - - - - - Stage 1 311 - - - - - Stage 2 403 - - - - - Approach EB NB SB HCM Control Delay, s 22.3 1.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 749 - 199 348 - - HCM Lane V/C Ratio 0.093 - 0.195 0.345 - - HCM Control Delay (s) 10.3 - 27.4 20.7 - - HCM Lane LOS B - D C - - HCM 95th %tile Q(veh) 0.3 - 0.7 1.5 - - 88 HCM 2010 TWSC 2: Lemay & Suniga short total pm Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 8.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 74 112 151 923 651 59 Future Vol, veh/h 74 112 151 923 651 59 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 200 - - - Veh in Median Storage, # 1 - - 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 87 132 178 1086 766 69 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2242 801 835 0 - 0 Stage 1 801 - - - - - Stage 2 1441 - - - - - Critical Hdwy 7.12 6.22 4.12 - - - Critical Hdwy Stg 1 6.12 - - - - - Critical Hdwy Stg 2 6.12 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver ~ 30 384 798 - - - Stage 1 378 - - - - - Stage 2 165 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 25 384 798 - - - Mov Cap-2 Maneuver 91 - - - - - Stage 1 294 - - - - - Stage 2 128 - - - - - Approach EB NB SB HCM Control Delay, s 77.5 1.5 0 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 798 - 91 384 - - HCM Lane V/C Ratio 0.223 - 0.957 0.343 - - HCM Control Delay (s) 10.8 - 165.7 19.2 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 0.8 - 5.5 1.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 89 HCM 2010 AWSC 3: Linden/Redwood & Vine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 12.9 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 3 197 35 0 77 234 23 0 17 45 54 Future Vol, veh/h 0 3 197 35 0 77 234 23 0 17 45 54 Peak Hour Factor 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 222222222222 Mvmt Flow 0 3 214 38 0 84 254 25 0 18 49 59 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 12 14.8 10.4 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 1% 23% 26% Vol Thru, % 39% 84% 70% 60% Vol Right, % 47% 15% 7% 14% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 116 235 334 209 LT Vol 17 3 77 54 Through Vol 45 197 234 126 RT Vol 54 35 23 29 Lane Flow Rate 126 255 363 227 Geometry Grp 1111 Degree of Util (X) 0.204 0.389 0.545 0.367 Departure Headway (Hd) 5.818 5.48 5.4 5.815 Convergence, Y/N Yes Yes Yes Yes Cap 613 654 664 616 Service Time 3.894 3.543 3.456 3.881 HCM Lane V/C Ratio 0.206 0.39 0.547 0.369 HCM Control Delay 10.4 12 14.8 12.3 HCM Lane LOS BBBB HCM 95th-tile Q 0.8 1.8 3.3 1.7 90 HCM 2010 AWSC 3: Linden/Redwood & Vine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 5 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 54 126 29 Future Vol, veh/h 0 54 126 29 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 59 137 32 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 12.3 HCM LOS B 91 HCM 2010 AWSC 3: Linden/Redwood & Vine short total pm Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 25.5 Intersection LOS D Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 30 271 45 0 56 229 41 0 46 157 176 Future Vol, veh/h 0 30 271 45 0 56 229 41 0 46 157 176 Peak Hour Factor 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 222222222222 Mvmt Flow 0 33 295 49 0 61 249 45 0 50 171 191 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 26.6 24.7 29.5 HCM LOS D C D Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 12% 9% 17% 26% Vol Thru, % 41% 78% 70% 57% Vol Right, % 46% 13% 13% 16% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 379 346 326 160 LT Vol 46 30 56 42 Through Vol 157 271 229 92 RT Vol 176 45 41 26 Lane Flow Rate 412 376 354 174 Geometry Grp 1111 Degree of Util (X) 0.775 0.728 0.694 0.374 Departure Headway (Hd) 6.77 6.971 7.047 7.738 Convergence, Y/N Yes Yes Yes Yes Cap 531 515 510 463 Service Time 4.836 5.043 5.118 5.828 HCM Lane V/C Ratio 0.776 0.73 0.694 0.376 HCM Control Delay 29.5 26.6 24.7 15.4 HCM Lane LOS DDCC HCM 95th-tile Q 7 6 5.3 1.7 92 HCM 2010 AWSC 3: Linden/Redwood & Vine short total pm Synchro 9 Light Report Page 5 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 42 92 26 Future Vol, veh/h 0 42 92 26 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 46 100 28 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 15.4 HCM LOS C 93 HCM 2010 TWSC 4: Redwood & Suniga short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 6.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 56 30 56 106 9 8 42 12 22 55 60 Future Vol, veh/h 27 56 30 56 106 9 8 42 12 22 55 60 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 31 65 35 65 123 10 9 49 14 26 64 70 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 134 0 0 100 0 0 369 409 50 379 422 67 Stage 1 - - - - - - 145 145 - 259 259 - Stage 2 - - - - - - 224 264 - 120 163 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1448 - - 1490 - - 562 531 1008 553 522 983 Stage 1 - - - - - - 843 776 - 723 692 - Stage 2 - - - - - - 758 689 - 872 762 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1448 - - 1490 - - 447 497 1008 480 489 983 Mov Cap-2 Maneuver - - - - - - 447 497 - 480 489 - Stage 1 - - - - - - 825 759 - 708 662 - Stage 2 - - - - - - 608 659 - 787 746 - Approach EB WB NB SB HCM Control Delay, s 1.8 2.5 12.3 12 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 447 560 1448 - - 1490 - - 480 663 HCM Lane V/C Ratio 0.021 0.112 0.022 - - 0.044 - - 0.053 0.202 HCM Control Delay (s) 13.2 12.2 7.5 - - 7.5 - - 12.9 11.8 HCM Lane LOS B B A - - A - - B B HCM 95th %tile Q(veh) 0.1 0.4 0.1 - - 0.1 - - 0.2 0.7 94 HCM 2010 TWSC 4: Redwood & Suniga short total pm Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 106 121 16 38 109 19 32 143 43 24 66 46 Future Vol, veh/h 106 121 16 38 109 19 32 143 43 24 66 46 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 123 141 19 44 127 22 37 166 50 28 77 53 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 149 0 0 159 0 0 587 634 80 626 632 74 Stage 1 - - - - - - 397 397 - 226 226 - Stage 2 - - - - - - 190 237 - 400 406 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1430 - - 1418 - - 393 395 964 369 396 973 Stage 1 - - - - - - 600 602 - 756 716 - Stage 2 - - - - - - 794 708 - 597 596 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1430 - - 1418 - - 283 350 964 202 351 973 Mov Cap-2 Maneuver - - - - - - 283 350 - 202 351 - Stage 1 - - - - - - 548 550 - 691 694 - Stage 2 - - - - - - 647 686 - 361 545 - Approach EB WB NB SB HCM Control Delay, s 3.4 1.7 22.7 17.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 283 410 1430 - - 1418 - - 202 476 HCM Lane V/C Ratio 0.131 0.528 0.086 - - 0.031 - - 0.138 0.274 HCM Control Delay (s) 19.6 23.2 7.8 - - 7.6 - - 25.7 15.4 HCM Lane LOS C C A - - A - - D C HCM 95th %tile Q(veh) 0.4 3 0.3 - - 0.1 - - 0.5 1.1 95 HCM 2010 TWSC 5: Redwood & R-in/R-out short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 3 75 13 1 137 Future Vol, veh/h 0 3 75 13 1 137 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 88 15 1 161 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 96 0 0 104 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 960 - - 1488 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 960 - - 1488 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 960 1488 - HCM Lane V/C Ratio - - 0.004 0.001 - HCM Control Delay (s) - - 8.8 7.4 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 96 HCM 2010 TWSC 5: Redwood & R-in/R-out short total pm Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 3 206 62 3 136 Future Vol, veh/h 0 3 206 62 3 136 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 242 73 4 160 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 279 0 0 315 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 760 - - 1245 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 760 - - 1245 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9.8 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 760 1245 - HCM Lane V/C Ratio - - 0.005 0.003 - HCM Control Delay (s) - - 9.8 7.9 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 97 HCM 2010 TWSC 6: Redwood & Lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 0 11 29 1 7 3 68 7 3 98 7 Future Vol, veh/h 4 0 11 29 1 7 3 68 7 3 98 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 0 12 32 1 8 3 76 8 3 109 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 210 209 113 212 209 79 117 0 0 83 0 0 Stage 1 119 119 - 86 86 - - - - - - - Stage 2 91 90 - 126 123 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 747 688 940 745 688 981 1471 - - 1514 - - Stage 1 885 797 - 922 824 - - - - - - - Stage 2 916 820 - 878 794 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 738 685 940 733 685 981 1471 - - 1514 - - Mov Cap-2 Maneuver 738 685 - 733 685 - - - - - - - Stage 1 883 795 - 920 822 - - - - - - - Stage 2 906 818 - 865 792 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.2 10 0.3 0.2 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1471 - - 876 768 1514 - - HCM Lane V/C Ratio 0.002 - - 0.019 0.054 0.002 - - HCM Control Delay (s) 7.5 0 - 9.2 10 7.4 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - 98 HCM 2010 TWSC 6: Redwood & Lupine short total pm Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 0 13 22 0 11 12 164 33 11 104 11 Future Vol, veh/h 9 0 13 22 0 11 12 164 33 11 104 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 0 14 24 0 12 13 182 37 12 116 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 379 392 122 380 379 201 128 0 0 219 0 0 Stage 1 146 146 - 227 227 - - - - - - - Stage 2 233 246 - 153 152 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 579 544 929 578 553 840 1458 - - 1350 - - Stage 1 857 776 - 776 716 - - - - - - - Stage 2 770 703 - 849 772 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 562 533 929 560 542 840 1458 - - 1350 - - Mov Cap-2 Maneuver 562 533 - 560 542 - - - - - - - Stage 1 848 768 - 768 709 - - - - - - - Stage 2 751 696 - 827 764 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.1 11.1 0.4 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1458 - - 733 630 1350 - - HCM Lane V/C Ratio 0.009 - - 0.033 0.058 0.009 - - HCM Control Delay (s) 7.5 0 - 10.1 11.1 7.7 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - 99 HCM 2010 TWSC 7: Redwood & Conifer short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 81 32 34 221 14 39 21 19 17 42 17 Future Vol, veh/h 9 81 32 34 221 14 39 21 19 17 42 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 95 38 40 260 16 46 25 22 20 49 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 276 0 0 133 0 0 518 491 114 507 502 268 Stage 1 - - - - - - 135 135 - 348 348 - Stage 2 - - - - - - 383 356 - 159 154 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1287 - - 1452 - - 468 478 939 476 471 771 Stage 1 - - - - - - 868 785 - 668 634 - Stage 2 - - - - - - 640 629 - 843 770 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1287 - - 1452 - - 405 458 939 431 451 771 Mov Cap-2 Maneuver - - - - - - 405 458 - 431 451 - Stage 1 - - - - - - 860 778 - 662 613 - Stage 2 - - - - - - 554 608 - 790 763 - Approach EB WB NB SB HCM Control Delay, s 0.6 1 14.1 13.9 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 487 1287 - - 1452 - - 492 HCM Lane V/C Ratio 0.191 0.008 - - 0.028 - - 0.182 HCM Control Delay (s) 14.1 7.8 0 - 7.5 0 - 13.9 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.7 0 - - 0.1 - - 0.7 100 HCM 2010 TWSC 7: Redwood & Conifer short total pm Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 222 51 35 186 25 59 58 57 26 40 17 Future Vol, veh/h 20 222 51 35 186 25 59 58 57 26 40 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 231 53 36 194 26 61 60 59 27 42 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 220 0 0 284 0 0 608 592 258 639 606 207 Stage 1 - - - - - - 299 299 - 280 280 - Stage 2 - - - - - - 309 293 - 359 326 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1349 - - 1278 - - 408 419 781 389 411 833 Stage 1 - - - - - - 710 666 - 727 679 - Stage 2 - - - - - - 701 670 - 659 648 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1349 - - 1278 - - 353 398 781 306 390 833 Mov Cap-2 Maneuver - - - - - - 353 398 - 306 390 - Stage 1 - - - - - - 697 653 - 713 657 - Stage 2 - - - - - - 622 649 - 542 636 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.1 18.2 16.5 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 451 1349 - - 1278 - - 399 HCM Lane V/C Ratio 0.402 0.015 - - 0.029 - - 0.217 HCM Control Delay (s) 18.2 7.7 0 - 7.9 0 - 16.5 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 1.9 0 - - 0.1 - - 0.8 101 HCM 2010 TWSC 7: Site Access & Conifer short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 108 9 6 242 27 15 Future Vol, veh/h 108 9 6 242 27 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 127 11 7 285 32 18 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 138 0 431 132 Stage 1 - - - - 132 - Stage 2 - - - - 299 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1446 - 581 917 Stage 1 - - - - 894 - Stage 2 - - - - 752 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1446 - 578 917 Mov Cap-2 Maneuver - - - - 578 - Stage 1 - - - - 894 - Stage 2 - - - - 747 - Approach EB WB NB HCM Control Delay, s 0 0.2 10.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 666 - - 1446 - HCM Lane V/C Ratio 0.074 - - 0.005 - HCM Control Delay (s) 10.8 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.2 - - 0 - 102 HCM 2010 TWSC 7: Site Access & Conifer short total pm City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 261 44 26 221 25 14 Future Vol, veh/h 261 44 26 221 25 14 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 307 52 31 260 29 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 359 0 654 333 Stage 1 - - - - 333 - Stage 2 - - - - 321 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1200 - 431 709 Stage 1 - - - - 726 - Stage 2 - - - - 735 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1200 - 418 709 Mov Cap-2 Maneuver - - - - 418 - Stage 1 - - - - 726 - Stage 2 - - - - 713 - Approach EB WB NB HCM Control Delay, s 0 0.9 13.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 490 - - 1200 - HCM Lane V/C Ratio 0.094 - - 0.025 - HCM Control Delay (s) 13.1 - - 8.1 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0.1 - 103 HCM 2010 TWSC 8: Suniga & Northfield East Access short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 111 106 8 24 16 Future Vol, veh/h 5 111 106 8 24 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 131 125 9 28 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 134 0 - 0 206 67 Stage 1 - - - - 129 - Stage 2 - - - - 77 - 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 1448 - - - 763 983 Stage 1 - - - - 883 - Stage 2 - - - - 937 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1448 - - - 760 983 Mov Cap-2 Maneuver - - - - 760 - Stage 1 - - - - 883 - Stage 2 - - - - 933 - Approach EB WB SB HCM Control Delay, s 0.3 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1448 - - - 836 HCM Lane V/C Ratio 0.004 - - - 0.056 HCM Control Delay (s) 7.5 - - - 9.6 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 104 HCM 2010 TWSC 8: Suniga & Northfield East Access short total pm City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 22 156 149 36 17 9 Future Vol, veh/h 22 156 149 36 17 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 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 26 184 175 42 20 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 218 0 - 0 340 109 Stage 1 - - - - 196 - Stage 2 - - - - 144 - Critical Hdwy 4.14 - - - 7.54 6.94 Critical Hdwy Stg 1 - - - - 6.54 - Critical Hdwy Stg 2 - - - - 6.54 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1349 - - - 590 924 Stage 1 - - - - 787 - Stage 2 - - - - 844 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1349 - - - 581 924 Mov Cap-2 Maneuver - - - - 581 - Stage 1 - - - - 772 - Stage 2 - - - - 828 - Approach EB WB SB HCM Control Delay, s 1 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1349 - - - 667 HCM Lane V/C Ratio 0.019 - - - 0.046 HCM Control Delay (s) 7.7 - - - 10.7 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.1 105 HCM 2010 TWSC 8: Suniga & Northfield West Access short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 9 81 114 8 35 40 Future Vol, veh/h 9 81 114 8 35 40 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 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 11 95 134 9 41 47 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 144 0 - 0 208 72 Stage 1 - - - - 139 - Stage 2 - - - - 69 - 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 1436 - - - 761 975 Stage 1 - - - - 873 - Stage 2 - - - - 946 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1436 - - - 755 975 Mov Cap-2 Maneuver - - - - 755 - Stage 1 - - - - 873 - Stage 2 - - - - 939 - Approach EB WB SB HCM Control Delay, s 0.8 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1436 - - - 858 HCM Lane V/C Ratio 0.007 - - - 0.103 HCM Control Delay (s) 7.5 - - - 9.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.3 106 HCM 2010 TWSC 8: Suniga & Northfield West Access short total pm Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 35 153 124 34 25 23 Future Vol, veh/h 35 153 124 34 25 23 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 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 41 180 146 40 29 27 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 186 0 - 0 338 93 Stage 1 - - - - 166 - Stage 2 - - - - 172 - 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 1386 - - - 632 946 Stage 1 - - - - 846 - Stage 2 - - - - 841 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1386 - - - 613 946 Mov Cap-2 Maneuver - - - - 613 - Stage 1 - - - - 846 - Stage 2 - - - - 816 - Approach EB WB SB HCM Control Delay, s 1.4 0 10.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1386 - - - 737 HCM Lane V/C Ratio 0.03 - - - 0.077 HCM Control Delay (s) 7.7 - - - 10.3 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.2 107 HCM 2010 TWSC 9: Suniga & R-in/R-out short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 104 152 2 0 29 Future Vol, veh/h 0 104 152 2 0 29 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 122 179 2 0 34 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 91 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 949 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 949 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 949 HCM Lane V/C Ratio - - - 0.036 HCM Control Delay (s) - - - 8.9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 108 HCM 2010 TWSC 9: Suniga & R-in/R-out short total pm Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 192 139 8 0 27 Future Vol, veh/h 0 192 139 8 0 27 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 226 164 9 0 32 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 86 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 956 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 956 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 956 HCM Lane V/C Ratio - - - 0.033 HCM Control Delay (s) - - - 8.9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 109 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 12 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 194 63 820 65 42 1241 Future Volume (veh/h) 194 63 820 65 42 1241 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 228 6 965 44 49 1460 Adj No. of Lanes 112112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 292 261 2603 1164 444 2603 Arrive On Green 0.16 0.16 0.74 0.74 0.74 0.74 Sat Flow, veh/h 1774 1583 3632 1583 556 3632 Grp Volume(v), veh/h 228 6 965 44 49 1460 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 556 1770 Q Serve(g_s), s 9.9 0.3 7.9 0.6 2.8 14.9 Cycle Q Clear(g_c), s 9.9 0.3 7.9 0.6 10.7 14.9 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 292 261 2603 1164 444 2603 V/C Ratio(X) 0.78 0.02 0.37 0.04 0.11 0.56 Avail Cap(c_a), veh/h 444 396 2603 1164 444 2603 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 32.0 28.0 3.9 2.9 5.8 4.8 Incr Delay (d2), s/veh 5.0 0.0 0.4 0.1 0.5 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.2 0.1 3.9 0.3 0.5 7.4 LnGrp Delay(d),s/veh 37.0 28.1 4.3 2.9 6.3 5.6 LnGrp LOS D C AAAA Approach Vol, veh/h 234 1009 1509 Approach Delay, s/veh 36.8 4.2 5.7 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 62.8 62.8 17.2 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 51.0 51.0 19.0 Max Q Clear Time (g_c+I1), s 16.9 9.9 11.9 Green Ext Time (p_c), s 24.6 28.0 0.4 Intersection Summary HCM 2010 Ctrl Delay 7.8 HCM 2010 LOS A 110 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 13 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 56 56 24 Maximum Split (%) 70.0% 70.0% 30.0% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 24 24 0 End Time (s) 0 0 24 Yield/Force Off (s) 75 75 19 Yield/Force Off 170(s) 75 75 19 Local Start Time (s) 24 24 0 Local Yield (s) 75 75 19 Local Yield 170(s) 75 75 19 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 111 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga short total pm Synchro 9 Light Report Page 12 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 140 89 1480 239 91 1287 Future Volume (veh/h) 140 89 1480 239 91 1287 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 165 80 1741 179 107 1514 Adj No. of Lanes 112112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 237 212 2712 1213 215 2712 Arrive On Green 0.13 0.13 0.77 0.77 0.77 0.77 Sat Flow, veh/h 1774 1583 3632 1583 232 3632 Grp Volume(v), veh/h 165 80 1741 179 107 1514 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 232 1770 Q Serve(g_s), s 7.1 3.7 18.1 2.4 31.5 14.0 Cycle Q Clear(g_c), s 7.1 3.7 18.1 2.4 49.6 14.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 237 212 2712 1213 215 2712 V/C Ratio(X) 0.70 0.38 0.64 0.15 0.50 0.56 Avail Cap(c_a), veh/h 577 515 2712 1213 215 2712 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 33.1 31.6 4.3 2.5 15.7 3.8 Incr Delay (d2), s/veh 3.7 1.1 1.2 0.3 8.0 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.7 1.7 8.9 1.1 2.5 6.8 LnGrp Delay(d),s/veh 36.8 32.7 5.5 2.7 23.7 4.7 LnGrp LOS D C A A C A Approach Vol, veh/h 245 1920 1621 Approach Delay, s/veh 35.4 5.2 5.9 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 65.3 65.3 14.7 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 45.0 45.0 25.0 Max Q Clear Time (g_c+I1), s 51.6 20.1 9.1 Green Ext Time (p_c), s 0.0 23.7 0.6 Intersection Summary HCM 2010 Ctrl Delay 7.5 HCM 2010 LOS A 112 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga short total pm Synchro 9 Light Report Page 13 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 50 50 30 Maximum Split (%) 62.5% 62.5% 37.5% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 30 30 0 End Time (s) 0 0 30 Yield/Force Off (s) 75 75 25 Yield/Force Off 170(s) 75 75 25 Local Start Time (s) 30 30 0 Local Yield (s) 75 75 25 Local Yield 170(s) 75 75 25 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 113 APPENDIX H 114 HCM 2010 Signalized Intersection Summary 2: Lemay & Suniga Long total AM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 260 165 160 280 135 155 540 30 85 955 90 Future Volume (veh/h) 35 260 165 160 280 135 155 540 30 85 955 90 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 37 274 6 168 295 24 163 568 0 89 1005 9 Adj No. of Lanes 121121121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 237 402 180 290 659 295 403 2140 957 581 2072 927 Arrive On Green 0.03 0.11 0.11 0.11 0.19 0.19 0.06 0.60 0.00 0.04 0.59 0.59 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 37 274 6 168 295 24 163 568 0 89 1005 9 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 2.2 8.9 0.4 9.6 8.9 1.5 4.2 9.1 0.0 2.4 19.7 0.3 Cycle Q Clear(g_c), s 2.2 8.9 0.4 9.6 8.9 1.5 4.2 9.1 0.0 2.4 19.7 0.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 237 402 180 290 659 295 403 2140 957 581 2072 927 V/C Ratio(X) 0.16 0.68 0.03 0.58 0.45 0.08 0.40 0.27 0.00 0.15 0.49 0.01 Avail Cap(c_a), veh/h 282 501 224 339 767 343 515 2140 957 608 2072 927 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.6 51.1 47.3 39.3 43.4 40.4 10.5 11.2 0.0 8.9 14.4 10.4 Incr Delay (d2), s/veh 0.3 2.7 0.1 1.8 0.5 0.1 0.7 0.3 0.0 0.1 0.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 4.5 0.2 4.8 4.4 0.7 2.1 4.5 0.0 1.2 9.9 0.1 LnGrp Delay(d),s/veh 44.9 53.8 47.4 41.1 43.8 40.5 11.1 11.5 0.0 9.1 15.2 10.4 LnGrp LOS DDDDDDBB ABB Approach Vol, veh/h 317 487 731 1103 Approach Delay, s/veh 52.7 42.7 11.4 14.7 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.5 74.2 16.7 17.6 9.2 76.5 8.0 26.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 14.0 55.0 15.0 16.0 6.0 63.0 6.0 25.0 Max Q Clear Time (g_c+I1), s 6.2 21.7 11.6 10.9 4.4 11.1 4.2 10.9 Green Ext Time (p_c), s 0.2 14.8 0.1 1.7 0.0 17.3 0.0 3.3 Intersection Summary HCM 2010 Ctrl Delay 23.5 HCM 2010 LOS C 115 Timing Report, Sorted By Phase 2: Lemay & Suniga Long total AM Synchro 9 Light Report Page 2 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 19 60 20 21 11 68 11 30 Maximum Split (%) 15.8% 50.0% 16.7% 17.5% 9.2% 56.7% 9.2% 25.0% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 41 60 0 20 41 52 0 11 End Time (s) 60 0 20 41 52 0 11 41 Yield/Force Off (s) 55 115 15 36 47 115 6 36 Yield/Force Off 170(s) 55 115 15 36 47 115 6 36 Local Start Time (s) 41 60 0 20 41 52 0 11 Local Yield (s) 55 115 15 36 47 115 6 36 Local Yield 170(s) 55 115 15 36 47 115 6 36 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Lemay & Suniga 116 HCM 2010 Signalized Intersection Summary 2: Lemay & Suniga Long Total PM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 385 155 80 285 190 215 955 155 135 720 90 Future Volume (veh/h) 70 385 155 80 285 190 215 955 155 135 720 90 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 74 405 10 84 300 29 226 1005 92 142 758 24 Adj No. of Lanes 121121121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 250 566 253 217 586 262 510 2080 930 381 2005 897 Arrive On Green 0.06 0.16 0.16 0.06 0.17 0.17 0.08 0.59 0.59 0.06 0.57 0.57 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 74 405 10 84 300 29 226 1005 92 142 758 24 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 4.1 13.0 0.6 4.6 9.3 1.9 6.1 19.6 3.1 3.9 14.2 0.8 Cycle Q Clear(g_c), s 4.1 13.0 0.6 4.6 9.3 1.9 6.1 19.6 3.1 3.9 14.2 0.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 250 566 253 217 586 262 510 2080 930 381 2005 897 V/C Ratio(X) 0.30 0.72 0.04 0.39 0.51 0.11 0.44 0.48 0.10 0.37 0.38 0.03 Avail Cap(c_a), veh/h 285 737 330 243 737 330 650 2080 930 469 2005 897 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.9 47.8 42.6 39.0 45.7 42.6 9.7 14.3 10.8 10.9 14.3 11.5 Incr Delay (d2), s/veh 0.7 2.3 0.1 1.1 0.7 0.2 0.6 0.8 0.2 0.6 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 6.5 0.3 2.3 4.6 0.8 3.0 9.7 1.4 1.9 7.1 0.4 LnGrp Delay(d),s/veh 39.6 50.1 42.7 40.2 46.4 42.7 10.3 15.1 11.0 11.5 14.9 11.5 LnGrp LOS DDDDDDBBBBBB Approach Vol, veh/h 489 413 1323 924 Approach Delay, s/veh 48.4 44.8 14.0 14.3 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.6 72.0 11.3 23.2 11.0 74.5 10.6 23.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 18.0 50.0 8.0 24.0 12.0 56.0 8.0 24.0 Max Q Clear Time (g_c+I1), s 8.1 16.2 6.6 15.0 5.9 21.6 6.1 11.3 Green Ext Time (p_c), s 0.4 17.8 0.0 3.2 0.2 18.0 0.0 3.9 Intersection Summary HCM 2010 Ctrl Delay 23.5 HCM 2010 LOS C 117 Timing Report, Sorted By Phase 2: Lemay & Suniga Long Total PM Synchro 9 Light Report Page 2 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 23 55 13 29 17 61 13 29 Maximum Split (%) 19.2% 45.8% 10.8% 24.2% 14.2% 50.8% 10.8% 24.2% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 65 0 13 42 59 0 13 End Time (s) 65 0 13 42 59 0 13 42 Yield/Force Off (s) 60 115 8 37 54 115 8 37 Yield/Force Off 170(s) 60 115 8 37 54 115 8 37 Local Start Time (s) 42 65 0 13 42 59 0 13 Local Yield (s) 60 115 8 37 54 115 8 37 Local Yield 170(s) 60 115 8 37 54 115 8 37 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Lemay & Suniga 118 HCM 2010 AWSC 3: Linden/Redwood & Vine Long total AM Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 8.7 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 10 20 30 0 45 25 10 0 35 100 15 Future Vol, veh/h 0 10 20 30 0 45 25 10 0 35 100 15 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 222222222222 Mvmt Flow 0 11 21 32 0 47 26 11 0 37 105 16 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8.1 8.6 8.7 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 23% 17% 56% 7% Vol Thru, % 67% 33% 31% 85% Vol Right, % 10% 50% 12% 7% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 150 60 80 200 LT Vol 35 10 45 15 Through Vol 100 20 25 170 RT Vol 15 30 10 15 Lane Flow Rate 158 63 84 211 Geometry Grp 1111 Degree of Util (X) 0.198 0.081 0.114 0.26 Departure Headway (Hd) 4.51 4.612 4.884 4.438 Convergence, Y/N Yes Yes Yes Yes Cap 796 775 733 811 Service Time 2.537 2.651 2.922 2.463 HCM Lane V/C Ratio 0.198 0.081 0.115 0.26 HCM Control Delay 8.7 8.1 8.6 9 HCM Lane LOS AAAA HCM 95th-tile Q 0.7 0.3 0.4 1 119 HCM 2010 AWSC 3: Linden/Redwood & Vine Long total AM Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 15 170 15 Future Vol, veh/h 0 15 170 15 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 16 179 16 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9 HCM LOS A 120 HCM 2010 AWSC 3: Linden/Redwood & Vine Long Total PM Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 10.2 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 15 25 35 0 25 20 15 0 30 265 45 Future Vol, veh/h 0 15 25 35 0 25 20 15 0 30 265 45 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 222222222222 Mvmt Flow 0 16 26 37 0 26 21 16 0 32 279 47 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8.8 8.9 11.1 HCM LOS A A B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 9% 20% 42% 5% Vol Thru, % 78% 33% 33% 90% Vol Right, % 13% 47% 25% 5% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 340 75 60 210 LT Vol 30 15 25 10 Through Vol 265 25 20 190 RT Vol 45 35 15 10 Lane Flow Rate 358 79 63 221 Geometry Grp 1111 Degree of Util (X) 0.446 0.112 0.093 0.287 Departure Headway (Hd) 4.488 5.09 5.287 4.674 Convergence, Y/N Yes Yes Yes Yes Cap 798 699 673 765 Service Time 2.534 3.158 3.358 2.725 HCM Lane V/C Ratio 0.449 0.113 0.094 0.289 HCM Control Delay 11.1 8.8 8.9 9.6 HCM Lane LOS BAAA HCM 95th-tile Q 2.3 0.4 0.3 1.2 121 HCM 2010 AWSC 3: Linden/Redwood & Vine Long Total PM Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 190 10 Future Vol, veh/h 0 10 190 10 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 11 200 11 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9.6 HCM LOS A 122 HCM 2010 TWSC 4: Redwood & Suniga Long total AM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 11.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 320 45 150 430 50 40 50 50 30 65 80 Future Vol, veh/h 50 320 45 150 430 50 40 50 50 30 65 80 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 337 47 158 453 53 42 53 53 32 68 84 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 505 0 0 384 0 0 1042 1287 192 1095 1284 253 Stage 1 - - - - - - 466 466 - 795 795 - Stage 2 - - - - - - 576 821 - 300 489 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1056 - - 1171 - - 184 163 817 168 164 746 Stage 1 - - - - - - 546 561 - 347 398 - Stage 2 - - - - - - 470 387 - 684 548 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1056 - - 1171 - - 86 134 817 95 135 746 Mov Cap-2 Maneuver - - - - - - 86 134 - 95 135 - Stage 1 - - - - - - 519 533 - 330 344 - Stage 2 - - - - - - 289 335 - 548 520 - Approach EB WB NB SB HCM Control Delay, s 1 2 47.1 44.3 HCM LOS E E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 86 230 1056 - - 1171 - - 95 246 HCM Lane V/C Ratio 0.49 0.458 0.05 - - 0.135 - - 0.332 0.62 HCM Control Delay (s) 81.7 33.2 8.6 - - 8.6 - - 60.7 40.9 HCM Lane LOS F D A - - A - - F E HCM 95th %tile Q(veh) 2.1 2.2 0.2 - - 0.5 - - 1.3 3.7 123 HCM 2010 TWSC 4: Redwood & Suniga Long Total PM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 150.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 125 465 65 100 450 35 70 160 145 45 80 75 Future Vol, veh/h 125 465 65 100 450 35 70 160 145 45 80 75 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 132 489 68 105 474 37 74 168 153 47 84 79 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 511 0 0 558 0 0 1276 1508 279 1295 1524 255 Stage 1 - - - - - - 787 787 - 703 703 - Stage 2 - - - - - - 489 721 - 592 821 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1050 - - 1009 - - 124 ~ 120 718 120 117 744 Stage 1 - - - - - - 351 401 - 394 438 - Stage 2 - - - - - - 529 430 - 460 387 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1050 - - 1009 - - ~ 20 ~ 94 718 - 92 744 Mov Cap-2 Maneuver - - - - - - ~ 20 ~ 94 - - 92 - Stage 1 - - - - - - 307 351 - 344 392 - Stage 2 - - - - - - 333 385 - 165 338 - Approach EB WB NB SB HCM Control Delay, s 1.7 1.5 $ 723.5 HCM LOS F - Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 20 160 1050 - - 1009 - - - 160 HCM Lane V/C Ratio 3.684 2.007 0.125 - - 0.104 - - - 1.02 HCM Control Delay (s) $ 1603.3$ 521.6 8.9 - - 9 - - - 133.6 HCM Lane LOS F F A - - A - - - F HCM 95th %tile Q(veh) 9.6 25 0.4 - - 0.3 - - - 8 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 124 HCM 2010 Signalized Intersection Summary 4: Redwood & Suniga Long total AM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 320 45 150 430 50 40 50 50 30 65 80 Future Volume (veh/h) 50 320 45 150 430 50 40 50 50 30 65 80 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 53 337 47 158 453 53 42 53 53 32 68 84 Adj No. of Lanes 120120110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 225 544 75 305 731 85 788 538 538 835 477 590 Arrive On Green 0.04 0.17 0.17 0.10 0.23 0.23 0.63 0.63 0.63 0.63 0.63 0.63 Sat Flow, veh/h 1774 3124 432 1774 3195 372 1230 856 856 1283 759 938 Grp Volume(v), veh/h 53 190 194 158 250 256 42 0 106 32 0 152 Grp Sat Flow(s),veh/h/ln 1774 1770 1787 1774 1770 1797 1230 0 1712 1283 0 1697 Q Serve(g_s), s 2.9 11.9 12.1 8.4 15.2 15.4 1.7 0.0 2.9 1.2 0.0 4.4 Cycle Q Clear(g_c), s 2.9 11.9 12.1 8.4 15.2 15.4 6.1 0.0 2.9 4.2 0.0 4.4 Prop In Lane 1.00 0.24 1.00 0.21 1.00 0.50 1.00 0.55 Lane Grp Cap(c), veh/h 225 308 311 305 405 411 788 0 1076 835 0 1067 V/C Ratio(X) 0.24 0.62 0.62 0.52 0.62 0.62 0.05 0.00 0.10 0.04 0.00 0.14 Avail Cap(c_a), veh/h 371 590 596 547 782 794 788 0 1076 835 0 1067 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.3 45.8 45.9 34.4 41.5 41.6 10.3 0.0 8.8 9.6 0.0 9.1 Incr Delay (d2), s/veh 0.5 2.0 2.1 1.4 1.5 1.5 0.1 0.0 0.2 0.1 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 6.0 6.2 4.2 7.6 7.8 0.6 0.0 1.4 0.4 0.0 2.1 LnGrp Delay(d),s/veh 38.8 47.8 48.0 35.7 43.1 43.1 10.5 0.0 9.0 9.7 0.0 9.4 LnGrp LOS DDDDDDB AA A Approach Vol, veh/h 437 664 148 184 Approach Delay, s/veh 46.8 41.4 9.4 9.4 Approach LOS D D A A Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 79.4 15.7 24.9 79.4 9.1 31.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 39.0 27.0 39.0 39.0 14.0 52.0 Max Q Clear Time (g_c+I1), s 6.4 10.4 14.1 8.1 4.9 17.4 Green Ext Time (p_c), s 1.9 0.4 5.8 1.9 0.1 6.2 Intersection Summary HCM 2010 Ctrl Delay 35.6 HCM 2010 LOS D 125 Timing Report, Sorted By Phase 4: Redwood & Suniga Long total AM Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 44 32 44 44 19 57 Maximum Split (%) 36.7% 26.7% 36.7% 36.7% 15.8% 47.5% Minimum Split (s) 15 11 15 15 11 15 Yellow Time (s) 333333 All-Red Time (s) 222222 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 76 0 32 76 0 19 End Time (s) 0 32 76 0 19 76 Yield/Force Off (s) 115 27 71 115 14 71 Yield/Force Off 170(s) 115 27 71 115 14 71 Local Start Time (s) 76 0 32 76 0 19 Local Yield (s) 115 27 71 115 14 71 Local Yield 170(s) 115 27 71 115 14 71 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Redwood & Suniga 126 HCM 2010 Signalized Intersection Summary 4: Redwood & Suniga Long total PM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 125 465 65 100 450 35 70 160 145 45 80 75 Future Volume (veh/h) 125 465 65 100 450 35 70 160 145 45 80 75 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 132 489 68 105 474 37 74 168 153 47 84 79 Adj No. of Lanes 120120110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 278 705 98 252 707 55 746 544 496 602 535 503 Arrive On Green 0.08 0.23 0.23 0.07 0.21 0.21 0.61 0.61 0.61 0.61 0.61 0.61 Sat Flow, veh/h 1774 3124 433 1774 3328 259 1218 899 819 1054 884 832 Grp Volume(v), veh/h 132 276 281 105 251 260 74 0 321 47 0 163 Grp Sat Flow(s),veh/h/ln 1774 1770 1786 1774 1770 1817 1218 0 1718 1054 0 1716 Q Serve(g_s), s 6.8 17.2 17.3 5.4 15.6 15.7 3.4 0.0 10.9 2.7 0.0 5.0 Cycle Q Clear(g_c), s 6.8 17.2 17.3 5.4 15.6 15.7 8.4 0.0 10.9 13.6 0.0 5.0 Prop In Lane 1.00 0.24 1.00 0.14 1.00 0.48 1.00 0.48 Lane Grp Cap(c), veh/h 278 399 403 252 376 386 746 0 1040 602 0 1038 V/C Ratio(X) 0.47 0.69 0.70 0.42 0.67 0.67 0.10 0.00 0.31 0.08 0.00 0.16 Avail Cap(c_a), veh/h 398 605 610 351 560 575 746 0 1040 602 0 1038 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.4 42.6 42.7 34.1 43.4 43.4 12.2 0.0 11.5 14.8 0.0 10.3 Incr Delay (d2), s/veh 1.3 2.1 2.2 1.1 2.1 2.0 0.3 0.0 0.8 0.3 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 3.4 8.7 8.8 2.7 7.8 8.2 1.2 0.0 5.4 0.8 0.0 2.4 LnGrp Delay(d),s/veh 34.7 44.8 44.9 35.2 45.4 45.4 12.4 0.0 12.3 15.1 0.0 10.7 LnGrp LOS CDDDDDB BB B Approach Vol, veh/h 689 616 395 210 Approach Delay, s/veh 42.9 43.7 12.3 11.6 Approach LOS D D B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 76.6 12.3 31.1 76.6 13.9 29.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 51.0 14.0 40.0 51.0 17.0 37.0 Max Q Clear Time (g_c+I1), s 15.6 7.4 19.3 12.9 8.8 17.7 Green Ext Time (p_c), s 3.9 0.1 6.7 3.9 0.2 6.6 Intersection Summary HCM 2010 Ctrl Delay 33.4 HCM 2010 LOS C 127 Timing Report, Sorted By Phase 4: Redwood & Suniga Long total PM Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 56 19 45 56 22 42 Maximum Split (%) 46.7% 15.8% 37.5% 46.7% 18.3% 35.0% Minimum Split (s) 15 11 15 15 11 15 Yellow Time (s) 333333 All-Red Time (s) 222222 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 64 0 19 64 0 22 End Time (s) 0 19 64 0 22 64 Yield/Force Off (s) 115 14 59 115 17 59 Yield/Force Off 170(s) 115 14 59 115 17 59 Local Start Time (s) 64 0 19 64 0 22 Local Yield (s) 115 14 59 115 17 59 Local Yield 170(s) 115 14 59 115 17 59 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Redwood & Suniga 128 HCM 2010 TWSC 5: Redwood & R-in/R-out Long total AM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 5 135 15 5 175 Future Vol, veh/h 0 5 135 15 5 175 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 142 16 5 184 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 150 0 0 158 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 896 - - 1422 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 896 - - 1422 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 896 1422 - HCM Lane V/C Ratio - - 0.006 0.004 - HCM Control Delay (s) - - 9 7.5 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 129 HCM 2010 TWSC 5: Redwood & R-in/R-out Long Total PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 5 260 60 5 200 Future Vol, veh/h 0 5 260 60 5 200 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 274 63 5 211 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 305 0 0 337 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 735 - - 1222 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 735 - - 1222 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9.9 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 735 1222 - HCM Lane V/C Ratio - - 0.007 0.004 - HCM Control Delay (s) - - 9.9 8 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 130 HCM 2010 TWSC 6: Redwood & Lupine Long total AM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 10 30 0 10 5 125 10 5 140 10 Future Vol, veh/h 5 0 10 30 0 10 5 125 10 5 140 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 11 32 0 11 5 132 11 5 147 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 316 316 153 315 315 137 158 0 0 142 0 0 Stage 1 163 163 - 147 147 - - - - - - - Stage 2 153 153 - 168 168 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 637 600 893 638 601 911 1422 - - 1441 - - Stage 1 839 763 - 856 775 - - - - - - - Stage 2 849 771 - 834 759 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 626 595 893 627 596 911 1422 - - 1441 - - Mov Cap-2 Maneuver 626 595 - 627 596 - - - - - - - Stage 1 836 760 - 853 772 - - - - - - - Stage 2 836 768 - 821 756 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.7 10.6 0.3 0.2 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1422 - - 782 680 1441 - - HCM Lane V/C Ratio 0.004 - - 0.02 0.062 0.004 - - HCM Control Delay (s) 7.5 0 - 9.7 10.6 7.5 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - 131 HCM 2010 TWSC 6: Redwood & Lupine Long Total PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 0 15 25 0 15 15 220 30 10 165 10 Future Vol, veh/h 10 0 15 25 0 15 15 220 30 10 165 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 0 16 26 0 16 16 232 32 11 174 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 487 495 179 487 484 247 184 0 0 263 0 0 Stage 1 200 200 - 279 279 - - - - - - - Stage 2 287 295 - 208 205 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 491 476 864 491 483 792 1391 - - 1301 - - Stage 1 802 736 - 728 680 - - - - - - - Stage 2 720 669 - 794 732 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 473 465 864 474 472 792 1391 - - 1301 - - Mov Cap-2 Maneuver 473 465 - 474 472 - - - - - - - Stage 1 791 729 - 718 670 - - - - - - - Stage 2 696 660 - 772 725 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.8 12 0.4 0.4 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1391 - - 649 558 1301 - - HCM Lane V/C Ratio 0.011 - - 0.041 0.075 0.008 - - HCM Control Delay (s) 7.6 0 - 10.8 12 7.8 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - 132 HCM 2010 TWSC 7: Redwood & Conifer Long total AM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 6.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 165 45 50 315 20 70 40 30 25 60 25 Future Vol, veh/h 15 165 45 50 315 20 70 40 30 25 60 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 174 47 53 332 21 74 42 32 26 63 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 353 0 0 221 0 0 721 687 197 713 700 342 Stage 1 - - - - - - 229 229 - 447 447 - Stage 2 - - - - - - 492 458 - 266 253 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1206 - - 1348 - - 343 370 844 347 363 701 Stage 1 - - - - - - 774 715 - 591 573 - Stage 2 - - - - - - 558 567 - 739 698 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1206 - - 1348 - - 270 347 844 289 340 701 Mov Cap-2 Maneuver - - - - - - 270 347 - 289 340 - Stage 1 - - - - - - 762 704 - 582 545 - Stage 2 - - - - - - 452 539 - 659 688 - Approach EB WB NB SB HCM Control Delay, s 0.5 1 23.4 19.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 341 1206 - - 1348 - - 368 HCM Lane V/C Ratio 0.432 0.013 - - 0.039 - - 0.315 HCM Control Delay (s) 23.4 8 0 - 7.8 0 - 19.2 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 2.1 0 - - 0.1 - - 1.3 133 HCM 2010 TWSC 7: Redwood & Conifer Long Total PM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 29.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 345 75 60 315 30 85 90 70 30 55 25 Future Vol, veh/h 30 345 75 60 315 30 85 90 70 30 55 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 363 79 63 332 32 89 95 74 32 58 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 363 0 0 442 0 0 982 955 403 1024 979 347 Stage 1 - - - - - - 466 466 - 474 474 - Stage 2 - - - - - - 516 489 - 550 505 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1196 - - 1118 - - 228 258 647 214 250 696 Stage 1 - - - - - - 577 562 - 571 558 - Stage 2 - - - - - - 542 549 - 519 540 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1196 - - 1118 - - 162 231 647 119 224 696 Mov Cap-2 Maneuver - - - - - - 162 231 - 119 224 - Stage 1 - - - - - - 556 542 - 550 518 - Stage 2 - - - - - - 430 510 - 366 521 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.2 123.6 42.8 HCM LOS F E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 240 1196 - - 1118 - - 206 HCM Lane V/C Ratio 1.075 0.026 - - 0.056 - - 0.562 HCM Control Delay (s) 123.6 8.1 0 - 8.4 0 - 42.8 HCM Lane LOS F A A - A A - E HCM 95th %tile Q(veh) 11 0.1 - - 0.2 - - 3 134 HCM 2010 TWSC 7: Site Access & Conifer Long total AM Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 210 10 5 355 30 15 Future Vol, veh/h 210 10 5 355 30 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 221 11 5 374 32 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 232 0 610 226 Stage 1 - - - - 226 - Stage 2 - - - - 384 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1336 - 458 813 Stage 1 - - - - 812 - Stage 2 - - - - 688 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1336 - 456 813 Mov Cap-2 Maneuver - - - - 456 - Stage 1 - - - - 812 - Stage 2 - - - - 685 - Approach EB WB NB HCM Control Delay, s 0 0.1 12.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 534 - - 1336 - HCM Lane V/C Ratio 0.089 - - 0.004 - HCM Control Delay (s) 12.4 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - 135 HCM 2010 TWSC 7: Site Access & Conifer Long total PM Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 400 45 25 380 25 15 Future Vol, veh/h 400 45 25 380 25 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 421 47 26 400 26 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 468 0 898 445 Stage 1 - - - - 445 - Stage 2 - - - - 453 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1094 - 310 613 Stage 1 - - - - 646 - Stage 2 - - - - 640 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1094 - 300 613 Mov Cap-2 Maneuver - - - - 300 - Stage 1 - - - - 646 - Stage 2 - - - - 620 - Approach EB WB NB HCM Control Delay, s 0 0.5 15.9 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 371 - - 1094 - HCM Lane V/C Ratio 0.113 - - 0.024 - HCM Control Delay (s) 15.9 - - 8.4 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.4 - - 0.1 - 136 HCM 2010 TWSC 11: Old Lemay & Suniga Long total AM Synchro 9 Light Report Page 13 Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 435 15 10 510 5 5 0 5 20 0 10 Future Vol, veh/h 5 435 15 10 510 5 5 0 5 20 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 458 16 11 537 5 5 0 5 21 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 542 0 0 474 0 0 765 1039 237 800 1045 271 Stage 1 - - - - - - 476 476 - 561 561 - Stage 2 - - - - - - 289 563 - 239 484 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1023 - - 1084 - - 293 229 764 276 227 727 Stage 1 - - - - - - 539 555 - 480 508 - Stage 2 - - - - - - 694 507 - 743 550 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1023 - - 1084 - - 285 226 764 271 224 727 Mov Cap-2 Maneuver - - - - - - 285 226 - 271 224 - Stage 1 - - - - - - 536 552 - 478 503 - Stage 2 - - - - - - 677 502 - 734 547 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.2 13.8 16.3 HCM LOS B C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 285 764 1023 - - 1084 - - 271 727 HCM Lane V/C Ratio 0.018 0.007 0.005 - - 0.01 - - 0.078 0.014 HCM Control Delay (s) 17.9 9.7 8.5 - - 8.4 - - 19.4 10 HCM Lane LOS C A A - - A - - C B HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.3 0 137 HCM 2010 TWSC 11: Old Lemay & Suniga Long Total PM Synchro 9 Light Report Page 13 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 590 5 5 565 20 5 0 5 20 0 10 Future Vol, veh/h 10 590 5 5 565 20 5 0 5 20 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 621 5 5 595 21 5 0 5 21 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 616 0 0 626 0 0 953 1271 313 948 1263 308 Stage 1 - - - - - - 645 645 - 616 616 - Stage 2 - - - - - - 308 626 - 332 647 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 960 - - 952 - - 214 167 683 215 168 688 Stage 1 - - - - - - 427 466 - 445 480 - Stage 2 - - - - - - 677 475 - 655 465 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 960 - - 952 - - 208 164 683 211 165 688 Mov Cap-2 Maneuver - - - - - - 208 164 - 211 165 - Stage 1 - - - - - - 422 461 - 440 477 - Stage 2 - - - - - - 663 473 - 643 460 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 16.6 19.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 208 683 960 - - 952 - - 211 688 HCM Lane V/C Ratio 0.025 0.008 0.011 - - 0.006 - - 0.1 0.015 HCM Control Delay (s) 22.8 10.3 8.8 - - 8.8 - - 23.9 10.3 HCM Lane LOS C B A - - A - - C B HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.3 0 138 HCM 2010 TWSC 8: Suniga & Northfield East Access Long total AM Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 410 510 15 45 25 Future Vol, veh/h 5 410 510 15 45 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 432 537 16 47 26 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 553 0 - 0 771 276 Stage 1 - - - - 545 - Stage 2 - - - - 226 - 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 1013 - - - 337 721 Stage 1 - - - - 545 - Stage 2 - - - - 790 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1013 - - - 335 721 Mov Cap-2 Maneuver - - - - 335 - Stage 1 - - - - 545 - Stage 2 - - - - 786 - Approach EB WB SB HCM Control Delay, s 0.1 0 15.6 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1013 - - - 414 HCM Lane V/C Ratio 0.005 - - - 0.178 HCM Control Delay (s) 8.6 - - - 15.6 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 0.6 139 HCM 2010 TWSC 8: Suniga & Northfield East Access Long total PM Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 25 575 535 50 30 15 Future Vol, veh/h 25 575 535 50 30 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 605 563 53 32 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 616 0 - 0 944 308 Stage 1 - - - - 589 - Stage 2 - - - - 355 - 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 960 - - - 261 688 Stage 1 - - - - 517 - Stage 2 - - - - 681 - Platoon blocked, % - - - Mov Cap-1 Maneuver 960 - - - 254 688 Mov Cap-2 Maneuver - - - - 254 - Stage 1 - - - - 517 - Stage 2 - - - - 663 - Approach EB WB SB HCM Control Delay, s 0.4 0 18.1 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 960 - - - 322 HCM Lane V/C Ratio 0.027 - - - 0.147 HCM Control Delay (s) 8.9 - - - 18.1 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.1 - - - 0.5 140 HCM 2010 TWSC 8: Northfield West Access/Northfield West Access & Suniga Long total AM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 375 5 5 520 10 15 0 10 30 0 70 Future Vol, veh/h 20 375 5 5 520 10 15 0 10 30 0 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 395 5 5 547 11 16 0 11 32 0 74 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 558 0 0 400 0 0 723 1007 200 802 1005 279 Stage 1 - - - - - - 439 439 - 563 563 - Stage 2 - - - - - - 284 568 - 239 442 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1009 - - 1155 - - 314 239 808 275 240 718 Stage 1 - - - - - - 567 576 - 478 507 - Stage 2 - - - - - - 699 505 - 743 575 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1009 - - 1155 - - 276 233 808 266 234 718 Mov Cap-2 Maneuver - - - - - - 276 233 - 266 234 - Stage 1 - - - - - - 555 564 - 468 505 - Stage 2 - - - - - - 625 503 - 718 563 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.1 15.3 14.7 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 375 1009 - - 1155 - - 476 HCM Lane V/C Ratio 0.07 0.021 - - 0.005 - - 0.221 HCM Control Delay (s) 15.3 8.6 - - 8.1 - - 14.7 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.8 141 HCM 2010 TWSC 8: Northfield West Access & Suniga Long Total PM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 570 15 10 510 35 10 0 5 25 0 45 Future Vol, veh/h 70 570 15 10 510 35 10 0 5 25 0 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 74 600 16 11 537 37 11 0 5 26 0 47 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 574 0 0 616 0 0 1044 1350 308 1023 1339 287 Stage 1 - - - - - - 755 755 - 576 576 - Stage 2 - - - - - - 289 595 - 447 763 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 995 - - 960 - - 183 149 688 190 152 710 Stage 1 - - - - - - 367 415 - 470 500 - Stage 2 - - - - - - 694 491 - 560 411 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 995 - - 960 - - 160 136 688 176 139 710 Mov Cap-2 Maneuver - - - - - - 160 136 - 176 139 - Stage 1 - - - - - - 340 384 - 435 494 - Stage 2 - - - - - - 640 485 - 514 380 - Approach EB WB NB SB HCM Control Delay, s 1 0.2 23.1 18.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 215 995 - - 960 - - 341 HCM Lane V/C Ratio 0.073 0.074 - - 0.011 - - 0.216 HCM Control Delay (s) 23.1 8.9 - - 8.8 - - 18.4 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.8 142 HCM 2010 TWSC 9: Suniga & R-in/R-out Long total AM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 405 600 5 0 30 Future Vol, veh/h 0 405 600 5 0 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 426 632 5 0 32 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 318 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 678 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 678 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 678 HCM Lane V/C Ratio - - - 0.047 HCM Control Delay (s) - - - 10.6 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1 143 HCM 2010 TWSC 9: Suniga & R-in/R-out Long Total PM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 600 555 10 0 30 Future Vol, veh/h 0 600 555 10 0 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 632 584 11 0 32 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 297 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 699 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 699 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 10.4 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 699 HCM Lane V/C Ratio - - - 0.045 HCM Control Delay (s) - - - 10.4 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1 144 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga Long total AM Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 5 10 380 5 140 30 800 190 170 1310 5 Future Volume (veh/h) 25 5 10 380 5 140 30 800 190 170 1310 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 26 5 0 400 5 38 32 842 89 179 1379 5 Adj No. of Lanes 010111121120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 107 10 0 557 563 478 231 1871 837 411 2053 7 Arrive On Green 0.04 0.04 0.00 0.22 0.30 0.30 0.03 0.53 0.53 0.07 0.57 0.57 Sat Flow, veh/h 1191 229 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 31 0 0 400 5 38 32 842 89 179 675 709 Grp Sat Flow(s),veh/h/ln 1420 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.6 0.0 0.0 25.0 0.2 2.1 1.0 17.7 3.4 5.2 32.0 32.0 Cycle Q Clear(g_c), s 2.6 0.0 0.0 25.0 0.2 2.1 1.0 17.7 3.4 5.2 32.0 32.0 Prop In Lane 0.84 0.00 1.00 1.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 117 0 0 557 563 478 231 1871 837 411 1005 1056 V/C Ratio(X) 0.26 0.00 0.00 0.72 0.01 0.08 0.14 0.45 0.11 0.44 0.67 0.67 Avail Cap(c_a), veh/h 185 0 0 557 652 554 281 1871 837 466 1005 1056 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 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.1 0.0 0.0 39.6 29.3 29.9 15.3 17.5 14.1 12.2 18.1 18.1 Incr Delay (d2), s/veh 1.2 0.0 0.0 4.5 0.0 0.1 0.3 0.8 0.3 0.7 3.6 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 0.0 0.0 12.8 0.1 0.9 0.5 8.7 1.5 2.6 16.6 17.4 LnGrp Delay(d),s/veh 57.3 0.0 0.0 44.0 29.3 30.0 15.5 18.3 14.4 12.9 21.7 21.5 LnGrp LOS E D C C BBBBCC Approach Vol, veh/h 31 443 963 1563 Approach Delay, s/veh 57.3 42.6 17.8 20.6 Approach LOS E D B C Timer 12345678 Assigned Phs 123456 8 Phs Duration (G+Y+Rc), s 7.6 72.1 31.0 9.3 12.3 67.4 40.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 58.0 26.0 10.0 11.0 53.0 41.0 Max Q Clear Time (g_c+I1), s 3.0 34.0 27.0 4.6 7.2 19.7 4.1 Green Ext Time (p_c), s 0.0 16.7 0.0 0.1 0.2 20.8 0.3 Intersection Summary HCM 2010 Ctrl Delay 23.4 HCM 2010 LOS C 145 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga Long total AM Synchro 9 Light Report Page 12 Phase Number 1234568 Movement NBL SBTL WBL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None Maximum Split (s) 11 63 31 15 16 58 46 Maximum Split (%) 9.2% 52.5% 25.8% 12.5% 13.3% 48.3% 38.3% Minimum Split (s) 11 15 11 15 11 15 15 Yellow Time (s) 3333333 All-Red Time (s) 2222222 Minimum Initial (s) 4444444 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 46 57 0 31 46 62 0 End Time (s) 57 0 31 46 62 0 46 Yield/Force Off (s) 52 115 26 41 57 115 41 Yield/Force Off 170(s) 52 115 26 41 57 115 41 Local Start Time (s) 46 57 0 31 46 62 0 Local Yield (s) 52 115 26 41 57 115 41 Local Yield 170(s) 52 115 26 41 57 115 41 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 146 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga Long Total PM Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 20 5 10 290 5 205 20 1495 360 270 1320 5 Future Volume (veh/h) 20 5 10 290 5 205 20 1495 360 270 1320 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 21 5 0 305 5 36 21 1574 254 284 1389 5 Adj No. of Lanes 010111121120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 100 11 0 388 384 327 283 2046 915 326 2418 9 Arrive On Green 0.04 0.04 0.00 0.13 0.21 0.21 0.03 0.58 0.58 0.12 0.67 0.67 Sat Flow, veh/h 1159 276 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 26 0 0 305 5 36 21 1574 254 284 679 715 Grp Sat Flow(s),veh/h/ln 1435 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.1 0.0 0.0 16.0 0.3 2.2 0.6 40.6 9.7 10.5 24.8 24.8 Cycle Q Clear(g_c), s 2.1 0.0 0.0 16.0 0.3 2.2 0.6 40.6 9.7 10.5 24.8 24.8 Prop In Lane 0.81 0.00 1.00 1.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 111 0 0 388 384 327 283 2046 915 326 1183 1244 V/C Ratio(X) 0.23 0.00 0.00 0.79 0.01 0.11 0.07 0.77 0.28 0.87 0.57 0.57 Avail Cap(c_a), veh/h 186 0 0 388 481 409 342 2046 915 402 1183 1244 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 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.4 0.0 0.0 47.6 37.9 38.7 10.4 19.2 12.7 31.4 10.7 10.7 Incr Delay (d2), s/veh 1.1 0.0 0.0 10.2 0.0 0.1 0.1 2.9 0.8 15.8 2.0 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.0 3.1 0.1 1.0 0.3 20.5 4.4 10.6 12.6 13.2 LnGrp Delay(d),s/veh 57.4 0.0 0.0 57.8 37.9 38.8 10.5 22.1 13.5 47.2 12.7 12.6 LnGrp LOS E E D D B C B D B B Approach Vol, veh/h 26 346 1849 1678 Approach Delay, s/veh 57.4 55.5 20.8 18.5 Approach LOS E E C B Timer 12345678 Assigned Phs 123456 8 Phs Duration (G+Y+Rc), s 7.0 84.2 20.0 8.8 17.9 73.4 28.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 69.0 15.0 10.0 18.0 57.0 30.0 Max Q Clear Time (g_c+I1), s 2.6 26.8 18.0 4.1 12.5 42.6 4.2 Green Ext Time (p_c), s 0.0 34.4 0.0 0.1 0.4 13.3 0.2 Intersection Summary HCM 2010 Ctrl Delay 23.1 HCM 2010 LOS C 147 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga Long Total PM Synchro 9 Light Report Page 12 Phase Number 1234568 Movement NBL SBTL WBL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None Maximum Split (s) 11 74 20 15 23 62 35 Maximum Split (%) 9.2% 61.7% 16.7% 12.5% 19.2% 51.7% 29.2% Minimum Split (s) 11 15 11 15 11 15 15 Yellow Time (s) 3333333 All-Red Time (s) 2222222 Minimum Initial (s) 4444444 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 46 0 20 35 58 0 End Time (s) 46 0 20 35 58 0 35 Yield/Force Off (s) 41 115 15 30 53 115 30 Yield/Force Off 170(s) 41 115 15 30 53 115 30 Local Start Time (s) 35 46 0 20 35 58 0 Local Yield (s) 41 115 15 30 53 115 30 Local Yield 170(s) 41 115 15 30 53 115 30 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 148 APPENDIX I 149 150 151 152 APPENDIX J 153 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Retreat at Fort Collins 154 Pedestrian LOS Worksheet Project Location Classification: Transit Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Residential neighborhood to the west of the site Residential Minimum B C C C B 1 Actual A B B B B Proposed A B B B B Residential neighborhood to the north of the site Residential Minimum B C C C B 2 Actual B C B C B Proposed B C B C B Proposed residential neighborhood to the east of the site Residential Minimum B C C C B 3 Actual A B A B B Proposed A B A B B Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 155 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Retreat at Fort Collins 156 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C B A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification 1 2 3 4 157 APPENDIX K 158 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 145 106 154 268 126 51 364 90 62 721 49 Future Volume (veh/h) 15 145 106 154 268 126 51 364 90 62 721 49 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1832 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 17 167 98 177 308 128 59 418 100 71 829 54 Adj No. of Lanes 110110010010 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 255255222222 Cap, veh/h 135 223 131 295 334 139 91 612 140 95 925 59 Arrive On Green 0.02 0.21 0.21 0.09 0.27 0.27 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 1774 1074 630 1774 1217 506 94 1041 238 102 1574 101 Grp Volume(v), veh/h 17 0 265 177 0 436 577 0 0 954 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1704 1774 0 1722 1373 0 0 1776 0 0 Q Serve(g_s), s 0.8 0.0 16.1 8.3 0.0 27.0 0.0 0.0 0.0 25.1 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 16.1 8.3 0.0 27.0 27.4 0.0 0.0 52.5 0.0 0.0 Prop In Lane 1.00 0.37 1.00 0.29 0.10 0.17 0.07 0.06 Lane Grp Cap(c), veh/h 135 0 353 295 0 473 843 0 0 1080 0 0 V/C Ratio(X) 0.13 0.00 0.75 0.60 0.00 0.92 0.68 0.00 0.00 0.88 0.00 0.00 Avail Cap(c_a), veh/h 206 0 426 295 0 478 843 0 0 1080 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 34.6 0.0 40.9 30.3 0.0 38.8 14.0 0.0 0.0 19.9 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 5.9 3.4 0.0 23.4 4.5 0.0 0.0 10.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 8.2 4.4 0.0 15.9 12.4 0.0 0.0 28.6 0.0 0.0 LnGrp Delay(d),s/veh 35.0 0.0 46.8 33.7 0.0 62.1 18.5 0.0 0.0 30.4 0.0 0.0 LnGrp LOS D D C E B C Approach Vol, veh/h 282 613 577 954 Approach Delay, s/veh 46.1 53.9 18.5 30.4 Approach LOS D D B C Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 68.7 14.0 27.3 68.7 6.6 34.7 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 59.0 9.0 26.5 59.0 6.0 29.5 Max Q Clear Time (g_c+I1), s 54.5 10.3 18.1 29.4 2.8 29.0 Green Ext Time (p_c), s 2.9 0.0 1.7 8.6 0.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 35.3 HCM 2010 LOS D 159 Timing Report, Sorted By Phase 1: Lemay & Vine no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 64 14 32 64 11 35 Maximum Split (%) 58.2% 12.7% 29.1% 58.2% 10.0% 31.8% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 93 47 61 93 47 58 End Time (s) 47 61 93 47 58 93 Yield/Force Off (s) 42 56 87.5 42 53 87.5 Yield/Force Off 170(s) 32 56 77.5 32 53 77.5 Local Start Time (s) 51 5 19 51 5 16 Local Yield (s) 0 14 45.5 0 11 45.5 Local Yield 170(s) 100 14 35.5 100 11 35.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 160 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine no Lupine short total pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 295 94 92 218 174 90 917 188 112 630 33 Future Volume (veh/h) 52 295 94 92 218 174 90 917 188 112 630 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1822 1824 1863 1833 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 53 298 85 93 220 153 91 926 183 113 636 32 Adj No. of Lanes 110110010010 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 255255222222 Cap, veh/h 134 254 73 163 203 141 87 709 137 103 521 25 Arrive On Green 0.04 0.19 0.19 0.06 0.20 0.20 0.65 0.65 0.65 0.65 0.65 0.65 Sat Flow, veh/h 1774 1357 387 1774 996 693 85 1091 211 106 802 39 Grp Volume(v), veh/h 53 0 383 93 0 373 1200 0 0 781 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1744 1774 0 1689 1387 0 0 947 0 0 Q Serve(g_s), s 2.8 0.0 22.5 5.0 0.0 24.5 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.8 0.0 22.5 5.0 0.0 24.5 78.0 0.0 0.0 78.0 0.0 0.0 Prop In Lane 1.00 0.22 1.00 0.41 0.08 0.15 0.14 0.04 Lane Grp Cap(c), veh/h 134 0 327 163 0 345 934 0 0 650 0 0 V/C Ratio(X) 0.39 0.00 1.17 0.57 0.00 1.08 1.29 0.00 0.00 1.20 0.00 0.00 Avail Cap(c_a), veh/h 163 0 327 163 0 345 934 0 0 650 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 38.8 0.0 48.8 38.1 0.0 47.8 20.6 0.0 0.0 18.9 0.0 0.0 Incr Delay (d2), s/veh 1.9 0.0 104.9 4.6 0.0 72.4 136.5 0.0 0.0 105.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 20.3 2.6 0.0 18.3 66.3 0.0 0.0 40.4 0.0 0.0 LnGrp Delay(d),s/veh 40.7 0.0 153.6 42.7 0.0 120.1 157.1 0.0 0.0 123.9 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 436 466 1200 781 Approach Delay, s/veh 139.9 104.7 157.1 123.9 Approach LOS FFFF Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 82.0 11.0 27.0 82.0 9.0 29.0 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 77.0 6.0 21.5 77.0 6.0 21.5 Max Q Clear Time (g_c+I1), s 80.0 7.0 24.5 80.0 4.8 26.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 137.1 HCM 2010 LOS F 161 Timing Report, Sorted By Phase 1: Lemay & Vine no Lupine short total pm Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 82 11 27 82 11 27 Maximum Split (%) 68.3% 9.2% 22.5% 68.3% 9.2% 22.5% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 43 5 16 43 5 16 End Time (s) 5 16 43 5 16 43 Yield/Force Off (s) 0 11 37.5 0 11 37.5 Yield/Force Off 170(s) 110 11 27.5 110 11 27.5 Local Start Time (s) 43 5 16 43 5 16 Local Yield (s) 0 11 37.5 0 11 37.5 Local Yield 170(s) 110 11 27.5 110 11 27.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 162 HCM 2010 TWSC 2: Lemay & Suniga no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 2.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 33 102 59 456 718 55 Future Vol, veh/h 33 102 59 456 718 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 200 - - - Veh in Median Storage, # 1 - - 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 39 120 69 536 845 65 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1552 877 909 0 - 0 Stage 1 877 - - - - - Stage 2 675 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 125 348 749 - - - Stage 1 407 - - - - - Stage 2 506 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 113 348 749 - - - Mov Cap-2 Maneuver 248 - - - - - Stage 1 407 - - - - - Stage 2 459 - - - - - Approach EB NB SB HCM Control Delay, s 21.1 1.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 749 - 248 348 - - HCM Lane V/C Ratio 0.093 - 0.157 0.345 - - HCM Control Delay (s) 10.3 - 22.2 20.7 - - HCM Lane LOS B - C C - - HCM 95th %tile Q(veh) 0.3 - 0.5 1.5 - - 163 HCM 2010 TWSC 2: Lemay & Suniga no Lupine short total pm Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 5.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 74 112 151 923 651 59 Future Vol, veh/h 74 112 151 923 651 59 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 200 - - - Veh in Median Storage, # 1 - - 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 87 132 178 1086 766 69 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2242 801 835 0 - 0 Stage 1 801 - - - - - Stage 2 1441 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver ~ 46 384 798 - - - Stage 1 442 - - - - - Stage 2 218 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 36 384 798 - - - Mov Cap-2 Maneuver 124 - - - - - Stage 1 442 - - - - - Stage 2 169 - - - - - Approach EB NB SB HCM Control Delay, s 44.9 1.5 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 798 - 124 384 - - HCM Lane V/C Ratio 0.223 - 0.702 0.343 - - HCM Control Delay (s) 10.8 - 83.9 19.2 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 0.8 - 3.9 1.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 164 HCM 2010 AWSC 3: Linden/Redwood & Vine no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 12.9 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 3 197 35 0 77 234 23 0 17 45 54 Future Vol, veh/h 0 3 197 35 0 77 234 23 0 17 45 54 Peak Hour Factor 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 222222222222 Mvmt Flow 0 3 214 38 0 84 254 25 0 18 49 59 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 12 14.8 10.4 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 1% 23% 26% Vol Thru, % 39% 84% 70% 60% Vol Right, % 47% 15% 7% 14% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 116 235 334 209 LT Vol 17 3 77 54 Through Vol 45 197 234 126 RT Vol 54 35 23 29 Lane Flow Rate 126 255 363 227 Geometry Grp 1111 Degree of Util (X) 0.204 0.389 0.545 0.367 Departure Headway (Hd) 5.818 5.48 5.4 5.815 Convergence, Y/N Yes Yes Yes Yes Cap 613 654 664 616 Service Time 3.894 3.543 3.456 3.881 HCM Lane V/C Ratio 0.206 0.39 0.547 0.369 HCM Control Delay 10.4 12 14.8 12.3 HCM Lane LOS BBBB HCM 95th-tile Q 0.8 1.8 3.3 1.7 165 HCM 2010 AWSC 3: Linden/Redwood & Vine no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 5 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 54 126 29 Future Vol, veh/h 0 54 126 29 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 59 137 32 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 12.3 HCM LOS B 166 HCM 2010 AWSC 3: Linden/Redwood & Vine no Lupine short total pm Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 25.5 Intersection LOS D Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 30 271 45 0 56 229 41 0 46 157 176 Future Vol, veh/h 0 30 271 45 0 56 229 41 0 46 157 176 Peak Hour Factor 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 222222222222 Mvmt Flow 0 33 295 49 0 61 249 45 0 50 171 191 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 26.6 24.7 29.5 HCM LOS D C D Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 12% 9% 17% 26% Vol Thru, % 41% 78% 70% 57% Vol Right, % 46% 13% 13% 16% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 379 346 326 160 LT Vol 46 30 56 42 Through Vol 157 271 229 92 RT Vol 176 45 41 26 Lane Flow Rate 412 376 354 174 Geometry Grp 1111 Degree of Util (X) 0.775 0.728 0.694 0.374 Departure Headway (Hd) 6.77 6.971 7.047 7.738 Convergence, Y/N Yes Yes Yes Yes Cap 531 515 510 463 Service Time 4.836 5.043 5.118 5.828 HCM Lane V/C Ratio 0.776 0.73 0.694 0.376 HCM Control Delay 29.5 26.6 24.7 15.4 HCM Lane LOS DDCC HCM 95th-tile Q 7 6 5.3 1.7 167 HCM 2010 AWSC 3: Linden/Redwood & Vine no Lupine short total pm Synchro 9 Light Report Page 5 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 42 92 26 Future Vol, veh/h 0 42 92 26 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 46 100 28 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 15.4 HCM LOS C 168 HCM 2010 TWSC 4: Redwood & Suniga no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 26 56 30 61 113 19 8 42 12 22 50 49 Future Vol, veh/h 26 56 30 61 113 19 8 42 12 22 50 49 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 30 65 35 71 131 22 9 49 14 26 58 57 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 153 0 0 100 0 0 380 438 50 401 444 77 Stage 1 - - - - - - 143 143 - 284 284 - Stage 2 - - - - - - 237 295 - 117 160 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1425 - - 1490 - - 552 511 1008 534 507 968 Stage 1 - - - - - - 845 778 - 699 675 - Stage 2 - - - - - - 745 668 - 875 764 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1425 - - 1490 - - 447 476 1008 461 473 968 Mov Cap-2 Maneuver - - - - - - 447 476 - 461 473 - Stage 1 - - - - - - 827 762 - 684 643 - Stage 2 - - - - - - 607 636 - 791 748 - Approach EB WB NB SB HCM Control Delay, s 1.8 2.4 12.7 12.2 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 447 539 1425 - - 1490 - - 461 633 HCM Lane V/C Ratio 0.021 0.116 0.021 - - 0.048 - - 0.055 0.182 HCM Control Delay (s) 13.2 12.6 7.6 - - 7.5 - - 13.3 11.9 HCM Lane LOS B B A - - A - - B B HCM 95th %tile Q(veh) 0.1 0.4 0.1 - - 0.1 - - 0.2 0.7 169 HCM 2010 TWSC 4: Redwood & Suniga no Lupine short total pm Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 10.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 99 121 16 43 116 19 32 143 43 24 61 35 Future Vol, veh/h 99 121 16 43 116 19 32 143 43 24 61 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 115 141 19 50 135 22 37 166 50 28 71 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 157 0 0 159 0 0 583 637 80 630 636 78 Stage 1 - - - - - - 380 380 - 246 246 - Stage 2 - - - - - - 203 257 - 384 390 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1420 - - 1418 - - 396 393 964 366 394 967 Stage 1 - - - - - - 614 612 - 736 701 - Stage 2 - - - - - - 780 694 - 611 606 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1420 - - 1418 - - 293 348 964 200 349 967 Mov Cap-2 Maneuver - - - - - - 293 348 - 200 349 - Stage 1 - - - - - - 564 562 - 676 676 - Stage 2 - - - - - - 645 670 - 375 557 - Approach EB WB NB SB HCM Control Delay, s 3.3 1.8 22.7 17.6 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 293 408 1420 - - 1418 - - 200 455 HCM Lane V/C Ratio 0.127 0.53 0.081 - - 0.035 - - 0.14 0.245 HCM Control Delay (s) 19.1 23.3 7.8 - - 7.6 - - 25.9 15.5 HCM Lane LOS C C A - - A - - D C HCM 95th %tile Q(veh) 0.4 3 0.3 - - 0.1 - - 0.5 1 170 HCM 2010 TWSC 5: Redwood & R-in/R-out no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 3 71 16 1 137 Future Vol, veh/h 0 3 71 16 1 137 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 84 19 1 161 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 93 0 0 102 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 964 - - 1490 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 964 - - 1490 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 8.7 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 964 1490 - HCM Lane V/C Ratio - - 0.004 0.001 - HCM Control Delay (s) - - 8.7 7.4 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 171 HCM 2010 TWSC 5: Redwood & R-in/R-out no Lupine short total pm Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 3 187 74 3 136 Future Vol, veh/h 0 3 187 74 3 136 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 220 87 4 160 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 264 0 0 307 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 775 - - 1254 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 775 - - 1254 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9.7 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 775 1254 - HCM Lane V/C Ratio - - 0.005 0.003 - HCM Control Delay (s) - - 9.7 7.9 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 172 HCM 2010 TWSC 6: Redwood & Lupine no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 0 11 10 1 5 3 68 5 3 98 7 Future Vol, veh/h 4 0 11 10 1 5 3 68 5 3 98 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 0 12 11 1 6 3 76 6 3 109 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 207 207 113 211 208 78 117 0 0 81 0 0 Stage 1 119 119 - 85 85 - - - - - - - Stage 2 88 88 - 126 123 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 751 690 940 746 689 983 1471 - - 1517 - - Stage 1 885 797 - 923 824 - - - - - - - Stage 2 920 822 - 878 794 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 744 687 940 734 686 983 1471 - - 1517 - - Mov Cap-2 Maneuver 744 687 - 734 686 - - - - - - - Stage 1 883 795 - 921 822 - - - - - - - Stage 2 912 820 - 865 792 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.2 9.6 0.3 0.2 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1471 - - 878 793 1517 - - HCM Lane V/C Ratio 0.002 - - 0.019 0.022 0.002 - - HCM Control Delay (s) 7.5 0 - 9.2 9.6 7.4 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 173 HCM 2010 TWSC 6: Redwood & Lupine no Lupine short total pm Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 0 13 5 0 10 12 167 10 5 106 11 Future Vol, veh/h 9 0 13 5 0 10 12 167 10 5 106 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 0 14 6 0 11 13 186 11 6 118 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 358 358 124 360 359 191 130 0 0 197 0 0 Stage 1 135 135 - 218 218 - - - - - - - Stage 2 223 223 - 142 141 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 597 568 927 596 568 851 1455 - - 1376 - - Stage 1 868 785 - 784 723 - - - - - - - Stage 2 780 719 - 861 780 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 582 560 927 580 560 851 1455 - - 1376 - - Mov Cap-2 Maneuver 582 560 - 580 560 - - - - - - - Stage 1 859 781 - 776 716 - - - - - - - Stage 2 762 712 - 843 776 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10 10 0.5 0.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1455 - - 746 736 1376 - - HCM Lane V/C Ratio 0.009 - - 0.033 0.023 0.004 - - HCM Control Delay (s) 7.5 0 - 10 10 7.6 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 174 HCM 2010 TWSC 7: Redwood & Conifer no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 81 32 34 221 14 37 20 20 17 42 17 Future Vol, veh/h 9 81 32 34 221 14 37 20 20 17 42 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 95 38 40 260 16 44 24 24 20 49 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 276 0 0 133 0 0 518 491 114 507 502 268 Stage 1 - - - - - - 135 135 - 348 348 - Stage 2 - - - - - - 383 356 - 159 154 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1287 - - 1452 - - 468 478 939 476 471 771 Stage 1 - - - - - - 868 785 - 668 634 - Stage 2 - - - - - - 640 629 - 843 770 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1287 - - 1452 - - 405 458 939 432 451 771 Mov Cap-2 Maneuver - - - - - - 405 458 - 432 451 - Stage 1 - - - - - - 860 778 - 662 613 - Stage 2 - - - - - - 554 608 - 790 763 - Approach EB WB NB SB HCM Control Delay, s 0.6 1 13.9 13.9 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 493 1287 - - 1452 - - 492 HCM Lane V/C Ratio 0.184 0.008 - - 0.028 - - 0.182 HCM Control Delay (s) 13.9 7.8 0 - 7.5 0 - 13.9 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.7 0 - - 0.1 - - 0.7 175 HCM 2010 TWSC 7: Redwood & Conifer no Lupine short total pm Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 222 51 37 192 26 57 67 60 29 37 17 Future Vol, veh/h 20 222 51 37 192 26 57 67 60 29 37 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 231 53 39 200 27 59 70 63 30 39 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 227 0 0 284 0 0 618 603 258 657 617 214 Stage 1 - - - - - - 299 299 - 291 291 - Stage 2 - - - - - - 319 304 - 366 326 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1341 - - 1278 - - 402 413 781 378 405 826 Stage 1 - - - - - - 710 666 - 717 672 - Stage 2 - - - - - - 693 663 - 653 648 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1341 - - 1278 - - 349 391 781 288 383 826 Mov Cap-2 Maneuver - - - - - - 349 391 - 288 383 - Stage 1 - - - - - - 697 653 - 703 648 - Stage 2 - - - - - - 615 640 - 526 636 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.1 19 17.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 447 1341 - - 1278 - - 381 HCM Lane V/C Ratio 0.429 0.016 - - 0.03 - - 0.227 HCM Control Delay (s) 19 7.7 0 - 7.9 0 - 17.2 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 2.1 0 - - 0.1 - - 0.9 176 HCM 2010 TWSC 7: Site Access & Conifer no Lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 108 12 6 242 37 15 Future Vol, veh/h 108 12 6 242 37 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 127 14 7 285 44 18 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 141 0 433 134 Stage 1 - - - - 134 - Stage 2 - - - - 299 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1442 - 580 915 Stage 1 - - - - 892 - Stage 2 - - - - 752 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1442 - 577 915 Mov Cap-2 Maneuver - - - - 577 - Stage 1 - - - - 892 - Stage 2 - - - - 747 - Approach EB WB NB HCM Control Delay, s 0 0.2 11.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 646 - - 1442 - HCM Lane V/C Ratio 0.095 - - 0.005 - HCM Control Delay (s) 11.2 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - 177 HCM 2010 TWSC 7: Site Access & Conifer no Lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 108 12 6 242 37 15 Future Vol, veh/h 108 12 6 242 37 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 127 14 7 285 44 18 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 141 0 433 134 Stage 1 - - - - 134 - Stage 2 - - - - 299 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1442 - 580 915 Stage 1 - - - - 892 - Stage 2 - - - - 752 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1442 - 577 915 Mov Cap-2 Maneuver - - - - 577 - Stage 1 - - - - 892 - Stage 2 - - - - 747 - Approach EB WB NB HCM Control Delay, s 0 0.2 11.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 646 - - 1442 - HCM Lane V/C Ratio 0.095 - - 0.005 - HCM Control Delay (s) 11.2 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - 178 HCM 2010 TWSC 8: Suniga & Northfield East Access no Lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 111 106 8 24 16 Future Vol, veh/h 5 111 106 8 24 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 131 125 9 28 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 134 0 - 0 206 67 Stage 1 - - - - 129 - Stage 2 - - - - 77 - 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 1448 - - - 763 983 Stage 1 - - - - 883 - Stage 2 - - - - 937 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1448 - - - 760 983 Mov Cap-2 Maneuver - - - - 760 - Stage 1 - - - - 883 - Stage 2 - - - - 933 - Approach EB WB SB HCM Control Delay, s 0.3 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1448 - - - 836 HCM Lane V/C Ratio 0.004 - - - 0.056 HCM Control Delay (s) 7.5 - - - 9.6 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 179 HCM 2010 TWSC 8: Suniga & Northfield East Access no Lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 111 106 8 24 16 Future Vol, veh/h 5 111 106 8 24 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 131 125 9 28 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 134 0 - 0 206 67 Stage 1 - - - - 129 - Stage 2 - - - - 77 - 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 1448 - - - 763 983 Stage 1 - - - - 883 - Stage 2 - - - - 937 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1448 - - - 760 983 Mov Cap-2 Maneuver - - - - 760 - Stage 1 - - - - 883 - Stage 2 - - - - 933 - Approach EB WB SB HCM Control Delay, s 0.3 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1448 - - - 836 HCM Lane V/C Ratio 0.004 - - - 0.056 HCM Control Delay (s) 7.5 - - - 9.6 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 180 HCM 2010 TWSC 8: Suniga & Northfield West Access no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 9 81 114 8 35 40 Future Vol, veh/h 9 81 114 8 35 40 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 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 11 95 134 9 41 47 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 144 0 - 0 208 72 Stage 1 - - - - 139 - Stage 2 - - - - 69 - 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 1436 - - - 761 975 Stage 1 - - - - 873 - Stage 2 - - - - 946 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1436 - - - 755 975 Mov Cap-2 Maneuver - - - - 755 - Stage 1 - - - - 873 - Stage 2 - - - - 939 - Approach EB WB SB HCM Control Delay, s 0.8 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1436 - - - 858 HCM Lane V/C Ratio 0.007 - - - 0.103 HCM Control Delay (s) 7.5 - - - 9.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.3 181 HCM 2010 TWSC 8: Suniga & Northfield West Access no Lupine short total pm Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 35 153 124 34 25 25 Future Vol, veh/h 35 153 124 34 25 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 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 41 180 146 40 29 29 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 186 0 - 0 338 93 Stage 1 - - - - 166 - Stage 2 - - - - 172 - 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 1386 - - - 632 946 Stage 1 - - - - 846 - Stage 2 - - - - 841 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1386 - - - 613 946 Mov Cap-2 Maneuver - - - - 613 - Stage 1 - - - - 846 - Stage 2 - - - - 816 - Approach EB WB SB HCM Control Delay, s 1.4 0 10.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1386 - - - 744 HCM Lane V/C Ratio 0.03 - - - 0.079 HCM Control Delay (s) 7.7 - - - 10.3 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.3 182 HCM 2010 TWSC 9: Suniga & R-in/R-out no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 104 154 2 0 39 Future Vol, veh/h 0 104 154 2 0 39 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 122 181 2 0 46 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 92 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 947 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 947 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 947 HCM Lane V/C Ratio - - - 0.048 HCM Control Delay (s) - - - 9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.2 183 HCM 2010 TWSC 9: Suniga & R-in/R-out no Lupine short total pm Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 192 141 8 0 37 Future Vol, veh/h 0 192 141 8 0 37 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 226 166 9 0 44 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 88 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 953 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 953 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 953 HCM Lane V/C Ratio - - - 0.046 HCM Control Delay (s) - - - 9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 184 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 12 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 190 63 821 64 42 1245 Future Volume (veh/h) 190 63 821 64 42 1245 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 224 6 966 43 49 1465 Adj No. of Lanes 112112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 288 257 2611 1168 446 2611 Arrive On Green 0.16 0.16 0.74 0.74 0.74 0.74 Sat Flow, veh/h 1774 1583 3632 1583 556 3632 Grp Volume(v), veh/h 224 6 966 43 49 1465 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 556 1770 Q Serve(g_s), s 9.7 0.3 7.9 0.6 2.8 14.8 Cycle Q Clear(g_c), s 9.7 0.3 7.9 0.6 10.7 14.8 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 288 257 2611 1168 446 2611 V/C Ratio(X) 0.78 0.02 0.37 0.04 0.11 0.56 Avail Cap(c_a), veh/h 444 396 2611 1168 446 2611 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 32.1 28.2 3.8 2.8 5.7 4.7 Incr Delay (d2), s/veh 4.7 0.0 0.4 0.1 0.5 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 0.1 3.9 0.3 0.5 7.4 LnGrp Delay(d),s/veh 36.8 28.2 4.2 2.9 6.2 5.6 LnGrp LOS D C AAAA Approach Vol, veh/h 230 1009 1514 Approach Delay, s/veh 36.6 4.1 5.6 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 63.0 63.0 17.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 51.0 51.0 19.0 Max Q Clear Time (g_c+I1), s 16.8 9.9 11.7 Green Ext Time (p_c), s 24.7 28.1 0.4 Intersection Summary HCM 2010 Ctrl Delay 7.6 HCM 2010 LOS A 185 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga no lupine short total am City of Fort Collins Signal Timing 8:00 am 03/06/2008 Final Timings - 2009 Synchro 9 Light Report Page 13 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 56 56 24 Maximum Split (%) 70.0% 70.0% 30.0% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 24 24 0 End Time (s) 0 0 24 Yield/Force Off (s) 75 75 19 Yield/Force Off 170(s) 75 75 19 Local Start Time (s) 24 24 0 Local Yield (s) 75 75 19 Local Yield 170(s) 75 75 19 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 186 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga no Lupine short total pm Synchro 9 Light Report Page 12 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 136 89 1487 232 91 1291 Future Volume (veh/h) 136 89 1487 232 91 1291 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 160 80 1749 171 107 1519 Adj No. of Lanes 112112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 232 207 2722 1218 216 2722 Arrive On Green 0.13 0.13 0.77 0.77 0.77 0.77 Sat Flow, veh/h 1774 1583 3632 1583 232 3632 Grp Volume(v), veh/h 160 80 1749 171 107 1519 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 232 1770 Q Serve(g_s), s 6.9 3.7 18.0 2.2 31.3 13.9 Cycle Q Clear(g_c), s 6.9 3.7 18.0 2.2 49.3 13.9 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 232 207 2722 1218 216 2722 V/C Ratio(X) 0.69 0.39 0.64 0.14 0.50 0.56 Avail Cap(c_a), veh/h 577 515 2722 1218 216 2722 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 33.2 31.8 4.2 2.4 15.5 3.7 Incr Delay (d2), s/veh 3.6 1.2 1.2 0.2 7.9 0.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 1.7 8.9 1.0 2.5 6.9 LnGrp Delay(d),s/veh 36.8 33.0 5.4 2.6 23.4 4.6 LnGrp LOS D C A A C A Approach Vol, veh/h 240 1920 1626 Approach Delay, s/veh 35.6 5.1 5.8 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 65.5 65.5 14.5 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 45.0 45.0 25.0 Max Q Clear Time (g_c+I1), s 51.3 20.0 8.9 Green Ext Time (p_c), s 0.0 23.7 0.6 Intersection Summary HCM 2010 Ctrl Delay 7.4 HCM 2010 LOS A 187 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga no Lupine short total pm Synchro 9 Light Report Page 13 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 50 50 30 Maximum Split (%) 62.5% 62.5% 37.5% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 30 30 0 End Time (s) 0 0 30 Yield/Force Off (s) 75 75 25 Yield/Force Off 170(s) 75 75 25 Local Start Time (s) 30 30 0 Local Yield (s) 75 75 25 Local Yield 170(s) 75 75 25 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 188 APPENDIX L 189 HCM 2010 Signalized Intersection Summary 2: Lemay & Suniga no Lupine Long total AM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 260 165 160 280 135 155 540 30 85 955 90 Future Volume (veh/h) 35 260 165 160 280 135 155 540 30 85 955 90 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 37 274 6 168 295 24 163 568 0 89 1005 9 Adj No. of Lanes 121121121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 237 402 180 290 659 295 403 2140 957 581 2072 927 Arrive On Green 0.03 0.11 0.11 0.11 0.19 0.19 0.06 0.60 0.00 0.04 0.59 0.59 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 37 274 6 168 295 24 163 568 0 89 1005 9 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 2.2 8.9 0.4 9.6 8.9 1.5 4.2 9.1 0.0 2.4 19.7 0.3 Cycle Q Clear(g_c), s 2.2 8.9 0.4 9.6 8.9 1.5 4.2 9.1 0.0 2.4 19.7 0.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 237 402 180 290 659 295 403 2140 957 581 2072 927 V/C Ratio(X) 0.16 0.68 0.03 0.58 0.45 0.08 0.40 0.27 0.00 0.15 0.49 0.01 Avail Cap(c_a), veh/h 282 501 224 339 767 343 515 2140 957 608 2072 927 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 44.6 51.1 47.3 39.3 43.4 40.4 10.5 11.2 0.0 8.9 14.4 10.4 Incr Delay (d2), s/veh 0.3 2.7 0.1 1.8 0.5 0.1 0.7 0.3 0.0 0.1 0.8 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.1 4.5 0.2 4.8 4.4 0.7 2.1 4.5 0.0 1.2 9.9 0.1 LnGrp Delay(d),s/veh 44.9 53.8 47.4 41.1 43.8 40.5 11.1 11.5 0.0 9.1 15.2 10.4 LnGrp LOS DDDDDDBB ABB Approach Vol, veh/h 317 487 731 1103 Approach Delay, s/veh 52.7 42.7 11.4 14.7 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.5 74.2 16.7 17.6 9.2 76.5 8.0 26.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 14.0 55.0 15.0 16.0 6.0 63.0 6.0 25.0 Max Q Clear Time (g_c+I1), s 6.2 21.7 11.6 10.9 4.4 11.1 4.2 10.9 Green Ext Time (p_c), s 0.2 14.8 0.1 1.7 0.0 17.3 0.0 3.3 Intersection Summary HCM 2010 Ctrl Delay 23.5 HCM 2010 LOS C 190 Timing Report, Sorted By Phase 2: Lemay & Suniga no Lupine Long total AM Synchro 9 Light Report Page 2 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 19 60 20 21 11 68 11 30 Maximum Split (%) 15.8% 50.0% 16.7% 17.5% 9.2% 56.7% 9.2% 25.0% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 41 60 0 20 41 52 0 11 End Time (s) 60 0 20 41 52 0 11 41 Yield/Force Off (s) 55 115 15 36 47 115 6 36 Yield/Force Off 170(s) 55 115 15 36 47 115 6 36 Local Start Time (s) 41 60 0 20 41 52 0 11 Local Yield (s) 55 115 15 36 47 115 6 36 Local Yield 170(s) 55 115 15 36 47 115 6 36 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Lemay & Suniga 191 HCM 2010 Signalized Intersection Summary 2: Lemay & Suniga no lupine Long Total PM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 385 155 80 285 190 215 955 155 135 720 90 Future Volume (veh/h) 70 385 155 80 285 190 215 955 155 135 720 90 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 74 405 10 84 300 29 226 1005 92 142 758 24 Adj No. of Lanes 121121121121 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 250 566 253 217 586 262 510 2080 930 381 2005 897 Arrive On Green 0.06 0.16 0.16 0.06 0.17 0.17 0.08 0.59 0.59 0.06 0.57 0.57 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 74 405 10 84 300 29 226 1005 92 142 758 24 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 4.1 13.0 0.6 4.6 9.3 1.9 6.1 19.6 3.1 3.9 14.2 0.8 Cycle Q Clear(g_c), s 4.1 13.0 0.6 4.6 9.3 1.9 6.1 19.6 3.1 3.9 14.2 0.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 250 566 253 217 586 262 510 2080 930 381 2005 897 V/C Ratio(X) 0.30 0.72 0.04 0.39 0.51 0.11 0.44 0.48 0.10 0.37 0.38 0.03 Avail Cap(c_a), veh/h 285 737 330 243 737 330 650 2080 930 469 2005 897 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.9 47.8 42.6 39.0 45.7 42.6 9.7 14.3 10.8 10.9 14.3 11.5 Incr Delay (d2), s/veh 0.7 2.3 0.1 1.1 0.7 0.2 0.6 0.8 0.2 0.6 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 6.5 0.3 2.3 4.6 0.8 3.0 9.7 1.4 1.9 7.1 0.4 LnGrp Delay(d),s/veh 39.6 50.1 42.7 40.2 46.4 42.7 10.3 15.1 11.0 11.5 14.9 11.5 LnGrp LOS DDDDDDBBBBBB Approach Vol, veh/h 489 413 1323 924 Approach Delay, s/veh 48.4 44.8 14.0 14.3 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.6 72.0 11.3 23.2 11.0 74.5 10.6 23.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 18.0 50.0 8.0 24.0 12.0 56.0 8.0 24.0 Max Q Clear Time (g_c+I1), s 8.1 16.2 6.6 15.0 5.9 21.6 6.1 11.3 Green Ext Time (p_c), s 0.4 17.8 0.0 3.2 0.2 18.0 0.0 3.9 Intersection Summary HCM 2010 Ctrl Delay 23.5 HCM 2010 LOS C 192 Timing Report, Sorted By Phase 2: Lemay & Suniga no lupine Long Total PM Synchro 9 Light Report Page 2 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 23 55 13 29 17 61 13 29 Maximum Split (%) 19.2% 45.8% 10.8% 24.2% 14.2% 50.8% 10.8% 24.2% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 65 0 13 42 59 0 13 End Time (s) 65 0 13 42 59 0 13 42 Yield/Force Off (s) 60 115 8 37 54 115 8 37 Yield/Force Off 170(s) 60 115 8 37 54 115 8 37 Local Start Time (s) 42 65 0 13 42 59 0 13 Local Yield (s) 60 115 8 37 54 115 8 37 Local Yield 170(s) 60 115 8 37 54 115 8 37 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Lemay & Suniga 193 HCM 2010 AWSC 3: Linden/Redwood & Vine no Lupine Long total AM Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 8.7 Intersection LOS A Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 10 20 30 0 45 25 10 0 35 100 15 Future Vol, veh/h 0 10 20 30 0 45 25 10 0 35 100 15 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 222222222222 Mvmt Flow 0 11 21 32 0 47 26 11 0 37 105 16 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8.1 8.6 8.7 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 23% 17% 56% 7% Vol Thru, % 67% 33% 31% 85% Vol Right, % 10% 50% 12% 7% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 150 60 80 200 LT Vol 35 10 45 15 Through Vol 100 20 25 170 RT Vol 15 30 10 15 Lane Flow Rate 158 63 84 211 Geometry Grp 1111 Degree of Util (X) 0.198 0.081 0.114 0.26 Departure Headway (Hd) 4.51 4.612 4.884 4.438 Convergence, Y/N Yes Yes Yes Yes Cap 796 775 733 811 Service Time 2.537 2.651 2.922 2.463 HCM Lane V/C Ratio 0.198 0.081 0.115 0.26 HCM Control Delay 8.7 8.1 8.6 9 HCM Lane LOS AAAA HCM 95th-tile Q 0.7 0.3 0.4 1 194 HCM 2010 AWSC 3: Linden/Redwood & Vine no Lupine Long total AM Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 15 170 15 Future Vol, veh/h 0 15 170 15 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 16 179 16 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9 HCM LOS A 195 HCM 2010 AWSC 3: Linden/Redwood & Vine no lupine Long Total PM Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 10.2 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 15 25 35 0 25 20 15 0 30 265 45 Future Vol, veh/h 0 15 25 35 0 25 20 15 0 30 265 45 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Heavy Vehicles, % 222222222222 Mvmt Flow 0 16 26 37 0 26 21 16 0 32 279 47 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 8.8 8.9 11.1 HCM LOS A A B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 9% 20% 42% 5% Vol Thru, % 78% 33% 33% 90% Vol Right, % 13% 47% 25% 5% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 340 75 60 210 LT Vol 30 15 25 10 Through Vol 265 25 20 190 RT Vol 45 35 15 10 Lane Flow Rate 358 79 63 221 Geometry Grp 1111 Degree of Util (X) 0.446 0.112 0.093 0.287 Departure Headway (Hd) 4.488 5.09 5.287 4.674 Convergence, Y/N Yes Yes Yes Yes Cap 798 699 673 765 Service Time 2.534 3.158 3.358 2.725 HCM Lane V/C Ratio 0.449 0.113 0.094 0.289 HCM Control Delay 11.1 8.8 8.9 9.6 HCM Lane LOS BAAA HCM 95th-tile Q 2.3 0.4 0.3 1.2 196 HCM 2010 AWSC 3: Linden/Redwood & Vine no lupine Long Total PM Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 190 10 Future Vol, veh/h 0 10 190 10 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 11 200 11 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 9.6 HCM LOS A 197 HCM 2010 TWSC 4: Redwood & Suniga no Lupine Long total AM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 10.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 320 45 150 430 50 40 50 50 30 60 70 Future Vol, veh/h 50 320 45 150 430 50 40 50 50 30 60 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 337 47 158 453 53 42 53 53 32 63 74 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 505 0 0 384 0 0 1040 1287 192 1095 1284 253 Stage 1 - - - - - - 466 466 - 795 795 - Stage 2 - - - - - - 574 821 - 300 489 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1056 - - 1171 - - 185 163 817 168 164 746 Stage 1 - - - - - - 546 561 - 347 398 - Stage 2 - - - - - - 471 387 - 684 548 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1056 - - 1171 - - 92 134 817 95 135 746 Mov Cap-2 Maneuver - - - - - - 92 134 - 95 135 - Stage 1 - - - - - - 519 533 - 330 344 - Stage 2 - - - - - - 300 335 - 548 520 - Approach EB WB NB SB HCM Control Delay, s 1 2 44.7 41.9 HCM LOS E E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 92 230 1056 - - 1171 - - 95 242 HCM Lane V/C Ratio 0.458 0.458 0.05 - - 0.135 - - 0.332 0.565 HCM Control Delay (s) 73.6 33.2 8.6 - - 8.6 - - 60.7 37.6 HCM Lane LOS F D A - - A - - F E HCM 95th %tile Q(veh) 1.9 2.2 0.2 - - 0.5 - - 1.3 3.1 198 HCM 2010 TWSC 4: Redwood & Suniga no lupine Long Total PM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 127.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 120 465 65 100 455 35 70 160 145 45 75 65 Future Vol, veh/h 120 465 65 100 455 35 70 160 145 45 75 65 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 150 - - 150 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 126 489 68 105 479 37 74 168 153 47 79 68 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 516 0 0 558 0 0 1265 1502 279 1290 1519 258 Stage 1 - - - - - - 776 776 - 708 708 - Stage 2 - - - - - - 489 726 - 582 811 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1046 - - 1009 - - 126 ~ 121 718 121 118 741 Stage 1 - - - - - - 356 406 - 392 436 - Stage 2 - - - - - - 529 428 - 466 391 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1046 - - 1009 - - ~ 28 ~ 95 718 - 93 741 Mov Cap-2 Maneuver - - - - - - ~ 28 ~ 95 - - 93 - Stage 1 - - - - - - 313 357 - 345 391 - Stage 2 - - - - - - 343 383 - 170 344 - Approach EB WB NB SB HCM Control Delay, s 1.6 1.5 $ 608.3 HCM LOS F - Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 28 162 1046 - - 1009 - - - 157 HCM Lane V/C Ratio 2.632 1.982 0.121 - - 0.104 - - - 0.939 HCM Control Delay (s) $ 1036.4$ 510.1 8.9 - - 9 - - - 113.5 HCM Lane LOS F F A - - A - - - F HCM 95th %tile Q(veh) 8.8 24.7 0.4 - - 0.3 - - - 6.9 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 199 HCM 2010 TWSC 5: Redwood & R-in/R-out no Lupine Long total AM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 5 135 15 5 180 Future Vol, veh/h 0 5 135 15 5 180 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 142 16 5 189 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 150 0 0 158 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 896 - - 1422 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 896 - - 1422 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 896 1422 - HCM Lane V/C Ratio - - 0.006 0.004 - HCM Control Delay (s) - - 9 7.5 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 200 HCM 2010 TWSC 5: Redwood & R-in/R-out no lupine Long Total PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 5 240 75 5 200 Future Vol, veh/h 0 5 240 75 5 200 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 5 253 79 5 211 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 292 0 0 332 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 747 - - 1227 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 747 - - 1227 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9.9 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 747 1227 - HCM Lane V/C Ratio - - 0.007 0.004 - HCM Control Delay (s) - - 9.9 7.9 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 201 HCM 2010 TWSC 6: Redwood & Lupine no Lupine Long total AM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 10 10 0 5 5 125 5 5 145 10 Future Vol, veh/h 5 0 10 10 0 5 5 125 5 5 145 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 0 11 11 0 5 5 132 5 5 153 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 315 315 158 319 319 134 163 0 0 137 0 0 Stage 1 168 168 - 145 145 - - - - - - - Stage 2 147 147 - 174 174 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 638 601 887 634 598 915 1416 - - 1447 - - Stage 1 834 759 - 858 777 - - - - - - - Stage 2 856 775 - 828 755 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 630 596 887 623 593 915 1416 - - 1447 - - Mov Cap-2 Maneuver 630 596 - 623 593 - - - - - - - Stage 1 831 756 - 855 774 - - - - - - - Stage 2 848 772 - 815 752 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.7 10.3 0.3 0.2 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1416 - - 781 697 1447 - - HCM Lane V/C Ratio 0.004 - - 0.02 0.023 0.004 - - HCM Control Delay (s) 7.6 0 - 9.7 10.3 7.5 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 202 HCM 2010 TWSC 6: Redwood & Lupine no lupine Long Total PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 0 15 5 0 10 15 220 10 5 165 10 Future Vol, veh/h 10 0 15 5 0 10 15 220 10 5 165 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 0 16 5 0 11 16 232 11 5 174 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 463 463 179 465 463 237 184 0 0 242 0 0 Stage 1 189 189 - 268 268 - - - - - - - Stage 2 274 274 - 197 195 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 509 496 864 508 496 802 1391 - - 1324 - - Stage 1 813 744 - 738 687 - - - - - - - Stage 2 732 683 - 805 739 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 496 488 864 492 488 802 1391 - - 1324 - - Mov Cap-2 Maneuver 496 488 - 492 488 - - - - - - - Stage 1 802 741 - 728 678 - - - - - - - Stage 2 713 674 - 787 736 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.6 10.6 0.5 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1391 - - 666 663 1324 - - HCM Lane V/C Ratio 0.011 - - 0.04 0.024 0.004 - - HCM Control Delay (s) 7.6 0 - 10.6 10.6 7.7 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 203 HCM 2010 TWSC 7: Redwood & Conifer no Lupine Long total AM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 6.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 170 45 50 320 20 65 40 30 25 60 25 Future Vol, veh/h 15 170 45 50 320 20 65 40 30 25 60 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 16 179 47 53 337 21 68 42 32 26 63 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 358 0 0 226 0 0 731 697 203 724 711 347 Stage 1 - - - - - - 234 234 - 453 453 - Stage 2 - - - - - - 497 463 - 271 258 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1201 - - 1342 - - 337 365 838 341 358 696 Stage 1 - - - - - - 769 711 - 586 570 - Stage 2 - - - - - - 555 564 - 735 694 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1201 - - 1342 - - 264 342 838 283 335 696 Mov Cap-2 Maneuver - - - - - - 264 342 - 283 335 - Stage 1 - - - - - - 757 700 - 577 542 - Stage 2 - - - - - - 449 536 - 655 684 - Approach EB WB NB SB HCM Control Delay, s 0.5 1 23.2 19.5 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 338 1201 - - 1342 - - 363 HCM Lane V/C Ratio 0.42 0.013 - - 0.039 - - 0.319 HCM Control Delay (s) 23.2 8 0 - 7.8 0 - 19.5 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 2 0 - - 0.1 - - 1.3 204 HCM 2010 TWSC 7: Redwood & Conifer no lupine Long Total PM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 30.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 355 70 60 325 30 80 90 75 35 55 25 Future Vol, veh/h 30 355 70 60 325 30 80 90 75 35 55 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 374 74 63 342 32 84 95 79 37 58 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 374 0 0 447 0 0 1000 974 411 1045 995 358 Stage 1 - - - - - - 474 474 - 484 484 - Stage 2 - - - - - - 526 500 - 561 511 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1184 - - 1113 - - 222 252 641 207 245 686 Stage 1 - - - - - - 571 558 - 564 552 - Stage 2 - - - - - - 535 543 - 512 537 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1184 - - 1113 - - 157 225 641 113 219 686 Mov Cap-2 Maneuver - - - - - - 157 225 - 113 219 - Stage 1 - - - - - - 550 538 - 544 512 - Stage 2 - - - - - - 423 504 - 357 518 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.2 125.2 50.7 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 239 1184 - - 1113 - - 193 HCM Lane V/C Ratio 1.079 0.027 - - 0.057 - - 0.627 HCM Control Delay (s) 125.2 8.1 0 - 8.4 0 - 50.7 HCM Lane LOS F A A - A A - F HCM 95th %tile Q(veh) 11.1 0.1 - - 0.2 - - 3.6 205 HCM 2010 TWSC 8: Northfield West Access/Northfield West Access & Suniga no Lupine Long total AM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 375 5 5 520 10 15 0 10 30 0 70 Future Vol, veh/h 20 375 5 5 520 10 15 0 10 30 0 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 395 5 5 547 11 16 0 11 32 0 74 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 558 0 0 400 0 0 723 1007 200 802 1005 279 Stage 1 - - - - - - 439 439 - 563 563 - Stage 2 - - - - - - 284 568 - 239 442 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1009 - - 1155 - - 314 239 808 275 240 718 Stage 1 - - - - - - 567 576 - 478 507 - Stage 2 - - - - - - 699 505 - 743 575 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1009 - - 1155 - - 276 233 808 266 234 718 Mov Cap-2 Maneuver - - - - - - 276 233 - 266 234 - Stage 1 - - - - - - 555 564 - 468 505 - Stage 2 - - - - - - 625 503 - 718 563 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.1 15.3 14.7 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 375 1009 - - 1155 - - 476 HCM Lane V/C Ratio 0.07 0.021 - - 0.005 - - 0.221 HCM Control Delay (s) 15.3 8.6 - - 8.1 - - 14.7 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.8 206 HCM 2010 TWSC 8: Northfield West Access & Suniga no lupine Long Total PM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 570 15 10 510 35 10 0 5 25 0 45 Future Vol, veh/h 70 570 15 10 510 35 10 0 5 25 0 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 74 600 16 11 537 37 11 0 5 26 0 47 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 574 0 0 616 0 0 1044 1350 308 1023 1339 287 Stage 1 - - - - - - 755 755 - 576 576 - Stage 2 - - - - - - 289 595 - 447 763 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 995 - - 960 - - 183 149 688 190 152 710 Stage 1 - - - - - - 367 415 - 470 500 - Stage 2 - - - - - - 694 491 - 560 411 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 995 - - 960 - - 160 136 688 176 139 710 Mov Cap-2 Maneuver - - - - - - 160 136 - 176 139 - Stage 1 - - - - - - 340 384 - 435 494 - Stage 2 - - - - - - 640 485 - 514 380 - Approach EB WB NB SB HCM Control Delay, s 1 0.2 23.1 18.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 215 995 - - 960 - - 341 HCM Lane V/C Ratio 0.073 0.074 - - 0.011 - - 0.216 HCM Control Delay (s) 23.1 8.9 - - 8.8 - - 18.4 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.8 207 HCM 2010 TWSC 9: Suniga & R-in/R-out no Lupine Long total AM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 410 600 5 0 40 Future Vol, veh/h 0 410 600 5 0 40 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 432 632 5 0 42 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 318 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 678 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 678 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 678 HCM Lane V/C Ratio - - - 0.062 HCM Control Delay (s) - - - 10.7 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.2 208 HCM 2010 TWSC 9: Suniga & R-in/R-out no lupine Long Total PM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 600 555 10 0 40 Future Vol, veh/h 0 600 555 10 0 40 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 632 584 11 0 42 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 297 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 699 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 699 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 10.5 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 699 HCM Lane V/C Ratio - - - 0.06 HCM Control Delay (s) - - - 10.5 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.2 209 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga no Lupine Long total AM Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 5 10 375 5 140 30 800 190 170 1315 5 Future Volume (veh/h) 25 5 10 375 5 140 30 800 190 170 1315 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 26 5 0 395 5 38 32 842 89 179 1384 5 Adj No. of Lanes 010111121120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 107 10 0 557 563 478 230 1871 837 411 2053 7 Arrive On Green 0.04 0.04 0.00 0.22 0.30 0.30 0.03 0.53 0.53 0.07 0.57 0.57 Sat Flow, veh/h 1191 229 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 31 0 0 395 5 38 32 842 89 179 677 712 Grp Sat Flow(s),veh/h/ln 1420 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.6 0.0 0.0 24.6 0.2 2.1 1.0 17.7 3.4 5.2 32.1 32.2 Cycle Q Clear(g_c), s 2.6 0.0 0.0 24.6 0.2 2.1 1.0 17.7 3.4 5.2 32.1 32.2 Prop In Lane 0.84 0.00 1.00 1.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 117 0 0 557 563 478 230 1871 837 411 1005 1056 V/C Ratio(X) 0.26 0.00 0.00 0.71 0.01 0.08 0.14 0.45 0.11 0.44 0.67 0.67 Avail Cap(c_a), veh/h 185 0 0 557 652 554 280 1871 837 466 1005 1056 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 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.1 0.0 0.0 39.4 29.3 29.9 15.3 17.5 14.1 12.2 18.2 18.2 Incr Delay (d2), s/veh 1.2 0.0 0.0 4.2 0.0 0.1 0.3 0.8 0.3 0.7 3.6 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 0.0 0.0 12.6 0.1 0.9 0.5 8.7 1.5 2.6 16.6 17.4 LnGrp Delay(d),s/veh 57.3 0.0 0.0 43.6 29.3 30.0 15.6 18.3 14.4 12.9 21.8 21.6 LnGrp LOS E D C C BBBBCC Approach Vol, veh/h 31 438 963 1568 Approach Delay, s/veh 57.3 42.2 17.8 20.7 Approach LOS E D B C Timer 12345678 Assigned Phs 123456 8 Phs Duration (G+Y+Rc), s 7.6 72.1 31.0 9.3 12.3 67.4 40.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 58.0 26.0 10.0 11.0 53.0 41.0 Max Q Clear Time (g_c+I1), s 3.0 34.2 26.6 4.6 7.2 19.7 4.1 Green Ext Time (p_c), s 0.0 16.6 0.0 0.1 0.2 20.8 0.3 Intersection Summary HCM 2010 Ctrl Delay 23.3 HCM 2010 LOS C 210 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga no Lupine Long total AM Synchro 9 Light Report Page 12 Phase Number 1234568 Movement NBL SBTL WBL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None Maximum Split (s) 11 63 31 15 16 58 46 Maximum Split (%) 9.2% 52.5% 25.8% 12.5% 13.3% 48.3% 38.3% Minimum Split (s) 11 15 11 15 11 15 15 Yellow Time (s) 3333333 All-Red Time (s) 2222222 Minimum Initial (s) 4444444 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 46 57 0 31 46 62 0 End Time (s) 57 0 31 46 62 0 46 Yield/Force Off (s) 52 115 26 41 57 115 41 Yield/Force Off 170(s) 52 115 26 41 57 115 41 Local Start Time (s) 46 57 0 31 46 62 0 Local Yield (s) 52 115 26 41 57 115 41 Local Yield 170(s) 52 115 26 41 57 115 41 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 211 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga no lupine Long Total PM Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 20 5 10 285 5 205 20 1495 355 270 1320 5 Future Volume (veh/h) 20 5 10 285 5 205 20 1495 355 270 1320 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 21 5 0 300 5 36 21 1574 249 284 1389 5 Adj No. of Lanes 010111121120 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 100 11 0 388 384 327 283 2046 915 326 2418 9 Arrive On Green 0.04 0.04 0.00 0.13 0.21 0.21 0.03 0.58 0.58 0.12 0.67 0.67 Sat Flow, veh/h 1159 276 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 26 0 0 300 5 36 21 1574 249 284 679 715 Grp Sat Flow(s),veh/h/ln 1435 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.1 0.0 0.0 16.0 0.3 2.2 0.6 40.5 9.4 10.5 24.8 24.8 Cycle Q Clear(g_c), s 2.1 0.0 0.0 16.0 0.3 2.2 0.6 40.5 9.4 10.5 24.8 24.8 Prop In Lane 0.81 0.00 1.00 1.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 111 0 0 388 384 327 283 2046 915 326 1183 1244 V/C Ratio(X) 0.23 0.00 0.00 0.77 0.01 0.11 0.07 0.77 0.27 0.87 0.57 0.57 Avail Cap(c_a), veh/h 186 0 0 388 481 409 342 2046 915 402 1183 1244 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 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 56.4 0.0 0.0 47.4 37.9 38.7 10.4 19.2 12.7 31.4 10.7 10.7 Incr Delay (d2), s/veh 1.1 0.0 0.0 9.3 0.0 0.1 0.1 2.9 0.7 15.8 2.0 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.9 0.0 0.0 2.8 0.1 1.0 0.3 20.5 4.3 10.6 12.6 13.2 LnGrp Delay(d),s/veh 57.4 0.0 0.0 56.7 37.9 38.8 10.5 22.1 13.4 47.1 12.7 12.6 LnGrp LOS E E D D B C B D B B Approach Vol, veh/h 26 341 1844 1678 Approach Delay, s/veh 57.4 54.6 20.8 18.5 Approach LOS E D C B Timer 12345678 Assigned Phs 123456 8 Phs Duration (G+Y+Rc), s 7.0 84.2 20.0 8.8 17.9 73.4 28.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 69.0 15.0 10.0 18.0 57.0 30.0 Max Q Clear Time (g_c+I1), s 2.6 26.8 18.0 4.1 12.5 42.5 4.2 Green Ext Time (p_c), s 0.0 34.3 0.0 0.1 0.4 13.3 0.2 Intersection Summary HCM 2010 Ctrl Delay 23.0 HCM 2010 LOS C 212 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga no lupine Long Total PM Synchro 9 Light Report Page 12 Phase Number 1234568 Movement NBL SBTL WBL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None Maximum Split (s) 11 74 20 15 23 62 35 Maximum Split (%) 9.2% 61.7% 16.7% 12.5% 19.2% 51.7% 29.2% Minimum Split (s) 11 15 11 15 11 15 15 Yellow Time (s) 3333333 All-Red Time (s) 2222222 Minimum Initial (s) 4444444 Vehicle Extension (s) 3333333 Minimum Gap (s) 3333333 Time Before Reduce (s) 0000000 Time To Reduce (s) 0000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Start Time (s) 35 46 0 20 35 58 0 End Time (s) 46 0 20 35 58 0 35 Yield/Force Off (s) 41 115 15 30 53 115 30 Yield/Force Off 170(s) 41 115 15 30 53 115 30 Local Start Time (s) 35 46 0 20 35 58 0 Local Yield (s) 41 115 15 30 53 115 30 Local Yield 170(s) 41 115 15 30 53 115 30 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 213 HCM 2010 TWSC 11: Old Lemay & Suniga no Lupine Long total AM Synchro 9 Light Report Page 13 Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 435 15 10 510 5 5 0 5 20 0 10 Future Vol, veh/h 5 435 15 10 510 5 5 0 5 20 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 5 458 16 11 537 5 5 0 5 21 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 542 0 0 474 0 0 765 1039 237 800 1045 271 Stage 1 - - - - - - 476 476 - 561 561 - Stage 2 - - - - - - 289 563 - 239 484 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1023 - - 1084 - - 293 229 764 276 227 727 Stage 1 - - - - - - 539 555 - 480 508 - Stage 2 - - - - - - 694 507 - 743 550 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1023 - - 1084 - - 285 226 764 271 224 727 Mov Cap-2 Maneuver - - - - - - 285 226 - 271 224 - Stage 1 - - - - - - 536 552 - 478 503 - Stage 2 - - - - - - 677 502 - 734 547 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.2 13.8 16.3 HCM LOS B C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 285 764 1023 - - 1084 - - 271 727 HCM Lane V/C Ratio 0.018 0.007 0.005 - - 0.01 - - 0.078 0.014 HCM Control Delay (s) 17.9 9.7 8.5 - - 8.4 - - 19.4 10 HCM Lane LOS C A A - - A - - C B HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.3 0 214 HCM 2010 TWSC 11: Old Lemay & Suniga no lupine Long Total PM Synchro 9 Light Report Page 13 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 590 5 5 565 20 5 0 5 20 0 10 Future Vol, veh/h 10 590 5 5 565 20 5 0 5 20 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 621 5 5 595 21 5 0 5 21 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 616 0 0 626 0 0 953 1271 313 948 1263 308 Stage 1 - - - - - - 645 645 - 616 616 - Stage 2 - - - - - - 308 626 - 332 647 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 960 - - 952 - - 214 167 683 215 168 688 Stage 1 - - - - - - 427 466 - 445 480 - Stage 2 - - - - - - 677 475 - 655 465 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 960 - - 952 - - 208 164 683 211 165 688 Mov Cap-2 Maneuver - - - - - - 208 164 - 211 165 - Stage 1 - - - - - - 422 461 - 440 477 - Stage 2 - - - - - - 663 473 - 643 460 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 16.6 19.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 208 683 960 - - 952 - - 211 688 HCM Lane V/C Ratio 0.025 0.008 0.011 - - 0.006 - - 0.1 0.015 HCM Control Delay (s) 22.8 10.3 8.8 - - 8.8 - - 23.9 10.3 HCM Lane LOS C B A - - A - - C B HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.3 0 215 HCM 2010 Signalized Intersection Summary 4: Redwood & Suniga Long total AM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 320 45 150 435 50 40 50 50 30 60 70 Future Volume (veh/h) 50 320 45 150 435 50 40 50 50 30 60 70 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 53 337 47 158 458 53 42 53 53 32 63 74 Adj No. of Lanes 120120110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 224 545 75 306 733 84 803 538 538 834 491 577 Arrive On Green 0.04 0.17 0.17 0.10 0.23 0.23 0.63 0.63 0.63 0.63 0.63 0.63 Sat Flow, veh/h 1774 3124 432 1774 3199 369 1247 856 856 1283 782 919 Grp Volume(v), veh/h 53 190 194 158 252 259 42 0 106 32 0 137 Grp Sat Flow(s),veh/h/ln 1774 1770 1787 1774 1770 1798 1247 0 1712 1283 0 1701 Q Serve(g_s), s 2.9 11.9 12.1 8.3 15.4 15.5 1.7 0.0 2.9 1.2 0.0 3.9 Cycle Q Clear(g_c), s 2.9 11.9 12.1 8.3 15.4 15.5 5.6 0.0 2.9 4.2 0.0 3.9 Prop In Lane 1.00 0.24 1.00 0.21 1.00 0.50 1.00 0.54 Lane Grp Cap(c), veh/h 224 309 312 306 406 412 803 0 1076 834 0 1069 V/C Ratio(X) 0.24 0.61 0.62 0.52 0.62 0.63 0.05 0.00 0.10 0.04 0.00 0.13 Avail Cap(c_a), veh/h 370 590 596 547 782 794 803 0 1076 834 0 1069 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 38.3 45.8 45.9 34.3 41.6 41.6 10.1 0.0 8.8 9.7 0.0 9.0 Incr Delay (d2), s/veh 0.5 2.0 2.0 1.4 1.6 1.6 0.1 0.0 0.2 0.1 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 6.0 6.2 4.2 7.7 7.9 0.6 0.0 1.4 0.4 0.0 1.9 LnGrp Delay(d),s/veh 38.8 47.8 47.9 35.7 43.2 43.2 10.3 0.0 9.0 9.7 0.0 9.3 LnGrp LOS DDDDDDB AA A Approach Vol, veh/h 437 669 148 169 Approach Delay, s/veh 46.7 41.4 9.4 9.4 Approach LOS D D A A Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 79.4 15.7 24.9 79.4 9.1 31.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 39.0 27.0 39.0 39.0 14.0 52.0 Max Q Clear Time (g_c+I1), s 6.2 10.3 14.1 7.6 4.9 17.5 Green Ext Time (p_c), s 1.8 0.4 5.9 1.8 0.1 6.3 Intersection Summary HCM 2010 Ctrl Delay 35.9 HCM 2010 LOS D 216 Timing Report, Sorted By Phase 4: Redwood & Suniga Long total AM Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 44 32 44 44 19 57 Maximum Split (%) 36.7% 26.7% 36.7% 36.7% 15.8% 47.5% Minimum Split (s) 15 11 15 15 11 15 Yellow Time (s) 333333 All-Red Time (s) 222222 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 76 0 32 76 0 19 End Time (s) 0 32 76 0 19 76 Yield/Force Off (s) 115 27 71 115 14 71 Yield/Force Off 170(s) 115 27 71 115 14 71 Local Start Time (s) 76 0 32 76 0 19 Local Yield (s) 115 27 71 115 14 71 Local Yield 170(s) 115 27 71 115 14 71 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Redwood & Suniga 217 HCM 2010 Signalized Intersection Summary 4: Redwood & Suniga no lupine Long total PM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 120 465 65 105 455 35 70 160 145 45 75 65 Future Volume (veh/h) 120 465 65 105 455 35 70 160 145 45 75 65 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 126 489 68 111 479 37 74 168 153 47 79 68 Adj No. of Lanes 120120110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 277 706 98 256 728 56 758 542 493 599 557 480 Arrive On Green 0.08 0.23 0.23 0.07 0.22 0.22 0.60 0.60 0.60 0.60 0.60 0.60 Sat Flow, veh/h 1774 3124 433 1774 3331 257 1236 899 819 1054 926 797 Grp Volume(v), veh/h 126 276 281 111 254 262 74 0 321 47 0 147 Grp Sat Flow(s),veh/h/ln 1774 1770 1786 1774 1770 1817 1236 0 1718 1054 0 1722 Q Serve(g_s), s 6.4 17.2 17.3 5.7 15.7 15.8 3.3 0.0 11.0 2.7 0.0 4.5 Cycle Q Clear(g_c), s 6.4 17.2 17.3 5.7 15.7 15.8 7.8 0.0 11.0 13.7 0.0 4.5 Prop In Lane 1.00 0.24 1.00 0.14 1.00 0.48 1.00 0.46 Lane Grp Cap(c), veh/h 277 400 404 256 387 397 758 0 1035 599 0 1037 V/C Ratio(X) 0.45 0.69 0.70 0.43 0.66 0.66 0.10 0.00 0.31 0.08 0.00 0.14 Avail Cap(c_a), veh/h 403 605 610 351 560 576 758 0 1035 599 0 1037 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.1 42.6 42.7 33.5 42.8 42.8 12.1 0.0 11.7 15.0 0.0 10.4 Incr Delay (d2), s/veh 1.2 2.1 2.2 1.2 1.9 1.9 0.3 0.0 0.8 0.3 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 3.2 8.6 8.8 2.9 7.9 8.1 1.2 0.0 5.4 0.8 0.0 2.2 LnGrp Delay(d),s/veh 34.2 44.7 44.8 34.7 44.7 44.7 12.3 0.0 12.5 15.3 0.0 10.7 LnGrp LOS CDDCDDB BB B Approach Vol, veh/h 683 627 395 194 Approach Delay, s/veh 42.8 42.9 12.4 11.8 Approach LOS D D B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 76.3 12.6 31.1 76.3 13.5 30.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 51.0 14.0 40.0 51.0 17.0 37.0 Max Q Clear Time (g_c+I1), s 15.7 7.7 19.3 13.0 8.4 17.8 Green Ext Time (p_c), s 3.8 0.1 6.8 3.8 0.2 6.6 Intersection Summary HCM 2010 Ctrl Delay 33.4 HCM 2010 LOS C 218 Timing Report, Sorted By Phase 4: Redwood & Suniga no lupine Long total PM Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 56 19 45 56 22 42 Maximum Split (%) 46.7% 15.8% 37.5% 46.7% 18.3% 35.0% Minimum Split (s) 15 11 15 15 11 15 Yellow Time (s) 333333 All-Red Time (s) 222222 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 64 0 19 64 0 22 End Time (s) 0 19 64 0 22 64 Yield/Force Off (s) 115 14 59 115 17 59 Yield/Force Off 170(s) 115 14 59 115 17 59 Local Start Time (s) 64 0 19 64 0 22 Local Yield (s) 115 14 59 115 17 59 Local Yield 170(s) 115 14 59 115 17 59 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Redwood & Suniga 219 HCM 2010 TWSC 7: Site Access & Conifer Long total AM Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 210 15 5 355 40 15 Future Vol, veh/h 210 15 5 355 40 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 221 16 5 374 42 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 237 0 613 229 Stage 1 - - - - 229 - Stage 2 - - - - 384 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1330 - 456 810 Stage 1 - - - - 809 - Stage 2 - - - - 688 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1330 - 454 810 Mov Cap-2 Maneuver - - - - 454 - Stage 1 - - - - 809 - Stage 2 - - - - 685 - Approach EB WB NB HCM Control Delay, s 0 0.1 12.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 516 - - 1330 - HCM Lane V/C Ratio 0.112 - - 0.004 - HCM Control Delay (s) 12.9 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.4 - - 0 - 220 HCM 2010 TWSC 7: Site Access & Conifer no lupine Long total PM Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 400 60 25 380 35 15 Future Vol, veh/h 400 60 25 380 35 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 421 63 26 400 37 16 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 484 0 906 453 Stage 1 - - - - 453 - Stage 2 - - - - 453 - Critical Hdwy - - 4.12 - 7.12 6.22 Critical Hdwy Stg 1 - - - - 6.12 - Critical Hdwy Stg 2 - - - - 6.12 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1079 - 257 607 Stage 1 - - - - 586 - Stage 2 - - - - 586 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1079 - 251 607 Mov Cap-2 Maneuver - - - - 251 - Stage 1 - - - - 586 - Stage 2 - - - - 568 - Approach EB WB NB HCM Control Delay, s 0 0.5 19.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 305 - - 1079 - HCM Lane V/C Ratio 0.173 - - 0.024 - HCM Control Delay (s) 19.2 - - 8.4 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.6 - - 0.1 - 221 HCM 2010 TWSC 8: Suniga & Northfield East Access Long total AM Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 410 510 15 45 25 Future Vol, veh/h 5 410 510 15 45 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 432 537 16 47 26 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 553 0 - 0 771 276 Stage 1 - - - - 545 - Stage 2 - - - - 226 - 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 1013 - - - 337 721 Stage 1 - - - - 545 - Stage 2 - - - - 790 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1013 - - - 335 721 Mov Cap-2 Maneuver - - - - 335 - Stage 1 - - - - 545 - Stage 2 - - - - 786 - Approach EB WB SB HCM Control Delay, s 0.1 0 15.6 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1013 - - - 414 HCM Lane V/C Ratio 0.005 - - - 0.178 HCM Control Delay (s) 8.6 - - - 15.6 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 0.6 222 HCM 2010 TWSC 8: Suniga & Northfield East Access no lupine Long total PM Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 25 575 535 50 30 15 Future Vol, veh/h 25 575 535 50 30 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 605 563 53 32 16 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 616 0 - 0 944 308 Stage 1 - - - - 589 - Stage 2 - - - - 355 - 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 960 - - - 261 688 Stage 1 - - - - 517 - Stage 2 - - - - 681 - Platoon blocked, % - - - Mov Cap-1 Maneuver 960 - - - 254 688 Mov Cap-2 Maneuver - - - - 254 - Stage 1 - - - - 517 - Stage 2 - - - - 663 - Approach EB WB SB HCM Control Delay, s 0.4 0 18.1 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 960 - - - 322 HCM Lane V/C Ratio 0.027 - - - 0.147 HCM Control Delay (s) 8.9 - - - 18.1 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0.1 - - - 0.5 223 APPENDIX M 224 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine No Suniga Road connection short total am Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 145 121 154 268 126 57 357 70 62 704 49 Future Volume (veh/h) 15 145 121 154 268 126 57 357 70 62 704 49 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1833 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 17 167 115 177 308 128 66 410 77 71 809 54 Adj No. of Lanes 110110010010 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 255255222222 Cap, veh/h 135 208 143 280 334 139 102 610 109 97 924 60 Arrive On Green 0.02 0.21 0.21 0.09 0.27 0.27 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 1774 1003 691 1774 1217 506 111 1037 186 104 1571 103 Grp Volume(v), veh/h 17 0 282 177 0 436 553 0 0 934 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1693 1774 0 1722 1333 0 0 1779 0 0 Q Serve(g_s), s 0.8 0.0 17.4 8.3 0.0 27.0 0.0 0.0 0.0 22.5 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 17.4 8.3 0.0 27.0 27.5 0.0 0.0 50.0 0.0 0.0 Prop In Lane 1.00 0.41 1.00 0.29 0.12 0.14 0.08 0.06 Lane Grp Cap(c), veh/h 135 0 351 280 0 473 820 0 0 1081 0 0 V/C Ratio(X) 0.13 0.00 0.80 0.63 0.00 0.92 0.67 0.00 0.00 0.86 0.00 0.00 Avail Cap(c_a), veh/h 206 0 423 280 0 478 820 0 0 1081 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 34.6 0.0 41.4 30.6 0.0 38.8 13.9 0.0 0.0 19.4 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 9.0 4.5 0.0 23.3 4.4 0.0 0.0 9.2 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 9.0 4.4 0.0 15.9 11.9 0.0 0.0 27.2 0.0 0.0 LnGrp Delay(d),s/veh 35.0 0.0 50.5 35.1 0.0 62.1 18.3 0.0 0.0 28.6 0.0 0.0 LnGrp LOS D D D E B C Approach Vol, veh/h 299 613 553 934 Approach Delay, s/veh 49.6 54.3 18.3 28.6 Approach LOS D D B C Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 68.7 14.0 27.3 68.7 6.6 34.7 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 59.0 9.0 26.5 59.0 6.0 29.5 Max Q Clear Time (g_c+I1), s 52.0 10.3 19.4 29.5 2.8 29.0 Green Ext Time (p_c), s 3.9 0.0 1.6 8.2 0.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 35.4 HCM 2010 LOS D 225 Timing Report, Sorted By Phase 1: Lemay & Vine No Suniga Road connection short total am Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 64 14 32 64 11 35 Maximum Split (%) 58.2% 12.7% 29.1% 58.2% 10.0% 31.8% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 93 47 61 93 47 58 End Time (s) 47 61 93 47 58 93 Yield/Force Off (s) 42 56 87.5 42 53 87.5 Yield/Force Off 170(s) 32 56 77.5 32 53 77.5 Local Start Time (s) 51 5 19 51 5 16 Local Yield (s) 0 14 45.5 0 11 45.5 Local Yield 170(s) 100 14 35.5 100 11 35.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 226 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine No Suniga Road Connection short total pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 295 108 92 218 174 115 891 188 112 614 33 Future Volume (veh/h) 52 295 108 92 218 174 115 891 188 112 614 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1823 1824 1863 1833 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 53 298 99 93 220 153 116 900 183 113 620 32 Adj No. of Lanes 110110010010 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 255255222222 Cap, veh/h 134 244 81 163 203 141 101 637 127 111 552 27 Arrive On Green 0.04 0.19 0.19 0.06 0.20 0.20 0.65 0.65 0.65 0.65 0.65 0.65 Sat Flow, veh/h 1774 1303 433 1774 996 693 105 980 196 118 849 42 Grp Volume(v), veh/h 53 0 397 93 0 373 1199 0 0 765 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1736 1774 0 1689 1281 0 0 1009 0 0 Q Serve(g_s), s 2.8 0.0 22.5 5.0 0.0 24.5 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.8 0.0 22.5 5.0 0.0 24.5 78.0 0.0 0.0 78.0 0.0 0.0 Prop In Lane 1.00 0.25 1.00 0.41 0.10 0.15 0.15 0.04 Lane Grp Cap(c), veh/h 134 0 325 163 0 345 866 0 0 690 0 0 V/C Ratio(X) 0.39 0.00 1.22 0.57 0.00 1.08 1.39 0.00 0.00 1.11 0.00 0.00 Avail Cap(c_a), veh/h 163 0 325 163 0 345 866 0 0 690 0 0 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 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 38.8 0.0 48.8 38.1 0.0 47.8 20.8 0.0 0.0 19.2 0.0 0.0 Incr Delay (d2), s/veh 1.9 0.0 123.5 4.6 0.0 72.4 180.5 0.0 0.0 68.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 21.9 2.6 0.0 18.3 72.0 0.0 0.0 35.8 0.0 0.0 LnGrp Delay(d),s/veh 40.7 0.0 172.3 42.7 0.0 120.1 201.3 0.0 0.0 87.3 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 450 466 1199 765 Approach Delay, s/veh 156.8 104.7 201.3 87.3 Approach LOS FFFF Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 82.0 11.0 27.0 82.0 9.0 29.0 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 77.0 6.0 21.5 77.0 6.0 21.5 Max Q Clear Time (g_c+I1), s 80.0 7.0 24.5 80.0 4.8 26.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 148.4 HCM 2010 LOS F 227 Timing Report, Sorted By Phase 1: Lemay & Vine No Suniga Road Connection short total pm Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 82 11 27 82 11 27 Maximum Split (%) 68.3% 9.2% 22.5% 68.3% 9.2% 22.5% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4 All-Red Time (s) 1.5 2 1.5 1.5 2 1.5 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 43 5 16 43 5 16 End Time (s) 5 16 43 5 16 43 Yield/Force Off (s) 0 11 37.5 0 11 37.5 Yield/Force Off 170(s) 110 11 27.5 110 11 27.5 Local Start Time (s) 43 5 16 43 5 16 Local Yield (s) 0 11 37.5 0 11 37.5 Local Yield 170(s) 110 11 27.5 110 11 27.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 228 HCM 2010 AWSC 3: Linden/Redwood & Vine No Suniga Road connection short total am Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 13.6 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 3 197 35 0 77 234 38 0 17 45 54 Future Vol, veh/h 0 3 197 35 0 77 234 38 0 17 45 54 Peak Hour Factor 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 222222222222 Mvmt Flow 0 3 214 38 0 84 254 41 0 18 49 59 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 12.4 15.8 10.6 HCM LOS B C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 1% 22% 33% Vol Thru, % 39% 84% 67% 55% Vol Right, % 47% 15% 11% 13% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 116 235 349 230 LT Vol 17 3 77 75 Through Vol 45 197 234 126 RT Vol 54 35 38 29 Lane Flow Rate 126 255 379 250 Geometry Grp 1111 Degree of Util (X) 0.208 0.398 0.577 0.411 Departure Headway (Hd) 5.952 5.612 5.475 5.912 Convergence, Y/N Yes Yes Yes Yes Cap 598 636 656 605 Service Time 4.039 3.684 3.539 3.984 HCM Lane V/C Ratio 0.211 0.401 0.578 0.413 HCM Control Delay 10.6 12.4 15.8 13.1 HCM Lane LOS B B C B HCM 95th-tile Q 0.8 1.9 3.7 2 229 HCM 2010 AWSC 3: Linden/Redwood & Vine No Suniga Road connection short total am Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 75 126 29 Future Vol, veh/h 0 75 126 29 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 82 137 32 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 13.1 HCM LOS B 230 HCM 2010 AWSC 3: Linden/Redwood & Vine No Suniga Road Connection short total pm Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 34.6 Intersection LOS D Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 30 271 45 0 56 229 97 0 46 157 176 Future Vol, veh/h 0 30 271 45 0 56 229 97 0 46 157 176 Peak Hour Factor 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 222222222222 Mvmt Flow 0 33 295 49 0 61 249 105 0 50 171 191 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 33.3 39.7 38.1 HCM LOS D E E Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 12% 9% 15% 32% Vol Thru, % 41% 78% 60% 53% Vol Right, % 46% 13% 25% 15% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 379 346 382 174 LT Vol 46 30 56 56 Through Vol 157 271 229 92 RT Vol 176 45 97 26 Lane Flow Rate 412 376 415 189 Geometry Grp 1111 Degree of Util (X) 0.838 0.787 0.849 0.441 Departure Headway (Hd) 7.32 7.537 7.365 8.4 Convergence, Y/N Yes Yes Yes Yes Cap 494 478 490 427 Service Time 5.382 5.605 5.433 6.486 HCM Lane V/C Ratio 0.834 0.787 0.847 0.443 HCM Control Delay 38.1 33.3 39.7 18 HCM Lane LOS E D E C HCM 95th-tile Q 8.4 7.1 8.7 2.2 231 HCM 2010 AWSC 3: Linden/Redwood & Vine No Suniga Road Connection short total pm Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 56 92 26 Future Vol, veh/h 0 56 92 26 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 61 100 28 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 18 HCM LOS C 232 HCM 2010 TWSC 4: Redwood & Suniga No Suniga Road connection short total am Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 28 0 30 24 17 0 8 59 0 0 82 60 Future Vol, veh/h 28 0 30 24 17 0 8 59 0 0 82 60 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 200 - 0 200 - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 0 35 28 20 0 9 69 0 0 95 70 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 227 217 130 217 252 69 165 0 0 69 0 0 Stage 1 130 130 - 87 87 - - - - - - - Stage 2 97 87 - 130 165 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 728 681 920 739 651 994 1413 - - 1532 - - Stage 1 874 789 - 921 823 - - - - - - - Stage 2 910 823 - 874 762 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 707 676 920 707 646 994 1413 - - 1532 - - Mov Cap-2 Maneuver 707 676 - 707 646 - - - - - - - Stage 1 868 789 - 915 817 - - - - - - - Stage 2 882 817 - 841 762 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.7 10.5 0.9 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 1413 - - 707 - 920 707 646 - 1532 - - HCM Lane V/C Ratio 0.007 - - 0.046 - 0.038 0.039 0.031 - - - - HCM Control Delay (s) 7.6 0 - 10.3 0 9.1 10.3 10.7 0 0 - - HCM Lane LOS A A - BAABBAA-- HCM 95th %tile Q(veh) 0 - - 0.1 - 0.1 0.1 0.1 - 0 - - 233 HCM 2010 TWSC 4: Redwood & Suniga No Suniga Road Connection short total pm Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 109 0 16 22 16 0 32 167 0 0 96 46 Future Vol, veh/h 109 0 16 22 16 0 32 167 0 0 96 46 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 200 - 0 200 - 0 - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 86 86 86 86 86 86 86 86 86 86 86 86 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 127 0 19 26 19 0 37 194 0 0 112 53 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 416 407 138 407 434 194 165 0 0 194 0 0 Stage 1 138 138 - 269 269 - - - - - - - Stage 2 278 269 - 138 165 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 547 533 910 555 515 847 1413 - - 1379 - - Stage 1 865 782 - 737 687 - - - - - - - Stage 2 728 687 - 865 762 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 520 518 910 532 500 847 1413 - - 1379 - - Mov Cap-2 Maneuver 520 518 - 532 500 - - - - - - - Stage 1 840 782 - 716 667 - - - - - - - Stage 2 687 667 - 847 762 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 13.4 12.3 1.2 0 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 1413 - - 520 - 910 532 500 - 1379 - - HCM Lane V/C Ratio 0.026 - - 0.244 - 0.02 0.048 0.037 - - - - HCM Control Delay (s) 7.6 0 - 14.1 0 9 12.1 12.5 0 0 - - HCM Lane LOS A A - BAABBAA-- HCM 95th %tile Q(veh) 0.1 - - 0.9 - 0.1 0.2 0.1 - 0 - - 234 HCM 2010 TWSC 5: Redwood & Site Access No Suniga Road connection short total am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 3 69 18 1 141 Future Vol, veh/h 0 3 69 18 1 141 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 81 21 1 166 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 92 0 0 102 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 965 - - 1490 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 965 - - 1490 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 8.7 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 965 1490 - HCM Lane V/C Ratio - - 0.004 0.001 - HCM Control Delay (s) - - 8.7 7.4 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 235 HCM 2010 TWSC 5: Redwood & Site Access No Suniga Road Connection short total pm Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 3 194 82 3 139 Future Vol, veh/h 0 3 194 82 3 139 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - 100 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 4 228 96 4 164 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 276 0 0 325 0 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - 4.12 - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - 2.218 - Pot Cap-1 Maneuver 0 763 - - 1235 - Stage 1 0 - - - - - Stage 2 0 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 763 - - 1235 - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9.7 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 763 1235 - HCM Lane V/C Ratio - - 0.005 0.003 - HCM Control Delay (s) - - 9.7 7.9 - HCM Lane LOS - - A A - HCM 95th %tile Q(veh) - - 0 0 - 236 HCM 2010 TWSC 6: Redwood & Lupine No Suniga Road connection short total am Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 4 0 11 35 1 7 3 60 9 3 96 7 Future Vol, veh/h 4 0 11 35 1 7 3 60 9 3 96 7 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 4 0 12 39 1 8 3 67 10 3 107 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 200 200 111 201 199 72 114 0 0 77 0 0 Stage 1 117 117 - 78 78 - - - - - - - Stage 2 83 83 - 123 121 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 759 696 942 757 697 990 1475 - - 1522 - - Stage 1 888 799 - 931 830 - - - - - - - Stage 2 925 826 - 881 796 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 750 693 942 745 694 990 1475 - - 1522 - - Mov Cap-2 Maneuver 750 693 - 745 694 - - - - - - - Stage 1 886 797 - 929 828 - - - - - - - Stage 2 915 824 - 868 794 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.2 10 0.3 0.2 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1475 - - 882 775 1522 - - HCM Lane V/C Ratio 0.002 - - 0.019 0.062 0.002 - - HCM Control Delay (s) 7.4 0 - 9.2 10 7.4 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - 237 HCM 2010 TWSC 6: Redwood & Lupine No Suniga Road Connection short total pm Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 0 13 28 0 11 12 144 41 11 101 11 Future Vol, veh/h 9 0 13 28 0 11 12 144 41 11 101 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 10 0 14 31 0 12 13 160 46 12 112 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 359 375 118 359 358 183 124 0 0 206 0 0 Stage 1 143 143 - 209 209 - - - - - - - Stage 2 216 232 - 150 149 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 596 556 934 596 568 859 1463 - - 1365 - - Stage 1 860 779 - 793 729 - - - - - - - Stage 2 786 713 - 853 774 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 579 545 934 578 557 859 1463 - - 1365 - - Mov Cap-2 Maneuver 579 545 - 578 557 - - - - - - - Stage 1 851 772 - 785 722 - - - - - - - Stage 2 767 706 - 832 767 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10 11.1 0.5 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1463 - - 747 637 1365 - - HCM Lane V/C Ratio 0.009 - - 0.033 0.068 0.009 - - HCM Control Delay (s) 7.5 0 - 10 11.1 7.7 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 - - 238 HCM 2010 TWSC 7: Redwood & Conifer No Suniga Road connection short total am Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 4.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 81 30 34 221 14 34 18 19 17 42 17 Future Vol, veh/h 9 81 30 34 221 14 34 18 19 17 42 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 11 95 35 40 260 16 40 21 22 20 49 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 276 0 0 131 0 0 517 490 113 504 500 268 Stage 1 - - - - - - 134 134 - 348 348 - Stage 2 - - - - - - 383 356 - 156 152 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1287 - - 1454 - - 469 479 940 478 473 771 Stage 1 - - - - - - 869 785 - 668 634 - Stage 2 - - - - - - 640 629 - 846 772 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1287 - - 1454 - - 406 459 940 436 453 771 Mov Cap-2 Maneuver - - - - - - 406 459 - 436 453 - Stage 1 - - - - - - 861 778 - 662 613 - Stage 2 - - - - - - 554 608 - 796 765 - Approach EB WB NB SB HCM Control Delay, s 0.6 1 13.7 13.9 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 496 1287 - - 1454 - - 494 HCM Lane V/C Ratio 0.168 0.008 - - 0.028 - - 0.181 HCM Control Delay (s) 13.7 7.8 0 - 7.5 0 - 13.9 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.6 0 - - 0.1 - - 0.7 239 HCM 2010 TWSC 7: Redwood & Conifer No Suniga Road Connection short total pm Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 222 48 35 186 25 48 58 57 26 40 17 Future Vol, veh/h 20 222 48 35 186 25 48 58 57 26 40 17 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 96 96 96 96 96 96 96 96 96 96 96 96 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 231 50 36 194 26 50 60 59 27 42 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 220 0 0 281 0 0 607 591 256 638 603 207 Stage 1 - - - - - - 298 298 - 280 280 - Stage 2 - - - - - - 309 293 - 358 323 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1349 - - 1282 - - 408 420 783 389 413 833 Stage 1 - - - - - - 711 667 - 727 679 - Stage 2 - - - - - - 701 670 - 660 650 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1349 - - 1282 - - 353 399 783 306 392 833 Mov Cap-2 Maneuver - - - - - - 353 399 - 306 392 - Stage 1 - - - - - - 697 654 - 713 657 - Stage 2 - - - - - - 622 649 - 543 638 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.1 17.3 16.5 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 460 1349 - - 1282 - - 400 HCM Lane V/C Ratio 0.369 0.015 - - 0.028 - - 0.216 HCM Control Delay (s) 17.3 7.7 0 - 7.9 0 - 16.5 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 1.7 0 - - 0.1 - - 0.8 240 HCM 2010 TWSC 8: Site Access & Conifer No Suniga Road connection short total am Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 108 9 9 242 27 25 Future Vol, veh/h 108 9 9 242 27 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 127 11 11 285 32 29 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 138 0 438 132 Stage 1 - - - - 132 - Stage 2 - - - - 306 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1446 - 576 917 Stage 1 - - - - 894 - Stage 2 - - - - 747 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1446 - 571 917 Mov Cap-2 Maneuver - - - - 571 - Stage 1 - - - - 894 - Stage 2 - - - - 740 - Approach EB WB NB HCM Control Delay, s 0 0.3 10.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 698 - - 1446 - HCM Lane V/C Ratio 0.088 - - 0.007 - HCM Control Delay (s) 10.7 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - 241 HCM 2010 TWSC 8: Site Access & Conifer No Suniga Road Connection short total pm Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 261 44 42 221 25 24 Future Vol, veh/h 261 44 42 221 25 24 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 307 52 49 260 29 28 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 359 0 692 333 Stage 1 - - - - 333 - Stage 2 - - - - 359 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1200 - 410 709 Stage 1 - - - - 726 - Stage 2 - - - - 707 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1200 - 390 709 Mov Cap-2 Maneuver - - - - 390 - Stage 1 - - - - 726 - Stage 2 - - - - 673 - Approach EB WB NB HCM Control Delay, s 0 1.3 13.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 500 - - 1200 - HCM Lane V/C Ratio 0.115 - - 0.041 - HCM Control Delay (s) 13.1 - - 8.1 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.4 - - 0.1 - 242 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga No Suniga Road connection short total am Synchro 9 Light Report Page 10 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 135 31 820 38 14 1241 Future Volume (veh/h) 135 31 820 38 14 1241 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 159 0 965 13 16 1460 Adj No. of Lanes 112112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 221 197 2745 1228 486 2745 Arrive On Green 0.12 0.00 0.78 0.78 0.78 0.78 Sat Flow, veh/h 1774 1583 3632 1583 573 3632 Grp Volume(v), veh/h 159 0 965 13 16 1460 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 573 1770 Q Serve(g_s), s 6.9 0.0 6.7 0.1 0.7 12.6 Cycle Q Clear(g_c), s 6.9 0.0 6.7 0.1 7.4 12.6 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 221 197 2745 1228 486 2745 V/C Ratio(X) 0.72 0.00 0.35 0.01 0.03 0.53 Avail Cap(c_a), veh/h 510 455 2745 1228 486 2745 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.7 0.0 2.8 2.0 3.9 3.4 Incr Delay (d2), s/veh 4.4 0.0 0.4 0.0 0.1 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.6 0.0 3.4 0.1 0.1 6.2 LnGrp Delay(d),s/veh 38.1 0.0 3.1 2.0 4.0 4.2 LnGrp LOS D AAAA Approach Vol, veh/h 159 978 1476 Approach Delay, s/veh 38.1 3.1 4.2 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 66.0 66.0 14.0 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 48.0 48.0 22.0 Max Q Clear Time (g_c+I1), s 14.6 8.7 8.9 Green Ext Time (p_c), s 23.6 26.4 0.3 Intersection Summary HCM 2010 Ctrl Delay 5.8 HCM 2010 LOS A 243 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga No Suniga Road connection short total am Synchro 9 Light Report Page 11 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 53 53 27 Maximum Split (%) 66.3% 66.3% 33.8% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 27 27 0 End Time (s) 0 0 27 Yield/Force Off (s) 75 75 22 Yield/Force Off 170(s) 75 75 22 Local Start Time (s) 27 27 0 Local Yield (s) 75 75 22 Local Yield 170(s) 75 75 22 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 244 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga No Suniga Road Connection short total pm Synchro 9 Light Report Page 10 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 90 46 1480 169 43 1287 Future Volume (veh/h) 90 46 1480 169 43 1287 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 106 29 1741 97 51 1514 Adj No. of Lanes 112112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 168 150 2850 1275 245 2850 Arrive On Green 0.09 0.09 0.81 0.81 0.81 0.81 Sat Flow, veh/h 1774 1583 3632 1583 251 3632 Grp Volume(v), veh/h 106 29 1741 97 51 1514 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 251 1770 Q Serve(g_s), s 4.6 1.4 15.1 1.0 7.8 11.6 Cycle Q Clear(g_c), s 4.6 1.4 15.1 1.0 22.9 11.6 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 168 150 2850 1275 245 2850 V/C Ratio(X) 0.63 0.19 0.61 0.08 0.21 0.53 Avail Cap(c_a), veh/h 577 515 2850 1275 245 2850 HCM Platoon Ratio 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 Uniform Delay (d), s/veh 34.9 33.4 3.0 1.6 7.4 2.6 Incr Delay (d2), s/veh 3.9 0.6 1.0 0.1 1.9 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 0.6 7.4 0.5 0.7 5.7 LnGrp Delay(d),s/veh 38.7 34.0 4.0 1.7 9.3 3.4 LnGrp LOS D C AAAA Approach Vol, veh/h 135 1838 1565 Approach Delay, s/veh 37.7 3.9 3.6 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 68.4 68.4 11.6 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 45.0 45.0 25.0 Max Q Clear Time (g_c+I1), s 24.9 17.1 6.6 Green Ext Time (p_c), s 19.0 25.8 0.3 Intersection Summary HCM 2010 Ctrl Delay 5.0 HCM 2010 LOS A 245 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga No Suniga Road Connection short total pm Synchro 9 Light Report Page 11 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 50 50 30 Maximum Split (%) 62.5% 62.5% 37.5% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 30 30 0 End Time (s) 0 0 30 Yield/Force Off (s) 75 75 25 Yield/Force Off 170(s) 75 75 25 Local Start Time (s) 30 30 0 Local Yield (s) 75 75 25 Local Yield 170(s) 75 75 25 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 246 400 500 600 WB AM 575 VPH AM 1860 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2280 VPH EB PM 600 VPH 32 400 500 600 SB AM 195 VPH AM 1030 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1215 VPH NB PM 375 VPH 31 400 500 600 WB AM 188 VPH AM 2149 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3049 VPH WB PM 132 VPH 30