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Home My WebLink AboutTHE RETREAT AT FORT COLLINS (FORMERLY REDWOOD STREET MULTI-FAMILY) - PDP - PDP180002 - SUBMITTAL DOCUMENTS - ROUND 2 - 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 - 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 20 64 35 48 103 22 9 38 14 26 52 57 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 103 0 0 64 0 0 356 302 64 329 302 103 Stage 1 - - - - - - 103 103 - 199 199 - Stage 2 - - - - - - 253 199 - 130 103 - 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 1489 - - 1538 - - 599 611 1000 624 611 952 Stage 1 - - - - - - 903 810 - 803 736 - Stage 2 - - - - - - 751 736 - 874 810 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1489 - - 1538 - - 507 584 1000 565 584 952 Mov Cap-2 Maneuver - - - - - - 507 584 - 565 584 - Stage 1 - - - - - - 891 799 - 792 713 - Stage 2 - - - - - - 634 713 - 809 799 - Approach EB WB NB SB HCM Control Delay, s 1.2 2 11.3 11.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 629 1489 - - 1538 - - 693 HCM Lane V/C Ratio 0.098 0.013 - - 0.031 - - 0.195 HCM Control Delay (s) 11.3 7.5 - - 7.4 - - 11.4 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.3 0 - - 0.1 - - 0.7 44 HCM 2010 TWSC 4: Redwood & Suniga short background pm Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 8.3 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 - 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 69 137 19 28 108 22 37 117 50 28 66 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 108 0 0 137 0 0 491 438 137 522 438 108 Stage 1 - - - - - - 274 274 - 164 164 - Stage 2 - - - - - - 217 164 - 358 274 - 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 1483 - - 1447 - - 488 512 911 465 512 946 Stage 1 - - - - - - 732 683 - 838 762 - Stage 2 - - - - - - 785 762 - 660 683 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1483 - - 1447 - - 397 479 911 339 479 946 Mov Cap-2 Maneuver - - - - - - 397 479 - 339 479 - Stage 1 - - - - - - 698 651 - 799 747 - Stage 2 - - - - - - 671 747 - 487 651 - Approach EB WB NB SB HCM Control Delay, s 2.3 1.3 16.3 14.6 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 520 1483 - - 1447 - - 511 HCM Lane V/C Ratio 0.394 0.046 - - 0.019 - - 0.264 HCM Control Delay (s) 16.3 7.5 - - 7.5 - - 14.6 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 1.9 0.1 - - 0.1 - - 1.1 45 HCM 2010 TWSC 6: Redwood & Lupine short background am Synchro 9 Light Report Page 7 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 7 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 8 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 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 20 194 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 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga short background am Synchro 9 Light Report Page 10 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 50 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga short background 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 51 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga short background pm Synchro 9 Light Report Page 10 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 52 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga short background 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 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 53 APPENDIX F 54 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 55 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 56 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 57 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 58 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 59 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 60 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 61 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 62 HCM 2010 TWSC 4: Redwood & Suniga Long background AM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 13.7 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 - - - - - - - - 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 58.7 55.4 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 194 1070 - - 1171 - - 223 HCM Lane V/C Ratio 0.705 0.039 - - 0.121 - - 0.732 HCM Control Delay (s) 58.7 8.5 - - 8.5 - - 55.4 HCM Lane LOS F A - - A - - F HCM 95th %tile Q(veh) 4.4 0.1 - - 0.4 - - 4.9 63 HCM 2010 TWSC 4: Redwood & Suniga Long background PM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 135 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 - - - - - - - - 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 $ 668.9 HCM LOS F - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 151 1070 - - 1013 - - - HCM Lane V/C Ratio 2.335 0.079 - - 0.088 - - - HCM Control Delay (s) $ 668.9 8.7 - - 8.9 - - - HCM Lane LOS F A - - A - - - HCM 95th %tile Q(veh) 29.7 0.3 - - 0.3 - - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 64 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 - - 65 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 - - 66 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 67 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 68 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 69 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 70 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 71 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 72 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 73 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 74 APPENDIX G 75 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine 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) 15 145 106 154 268 126 51 359 70 62 704 49 Future Volume (veh/h) 15 145 106 154 268 126 51 359 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 1832 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 17 167 98 177 308 128 59 413 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 135 223 131 295 334 139 97 652 116 97 934 61 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 506 103 1108 198 106 1588 104 Grp Volume(v), veh/h 17 0 265 177 0 436 549 0 0 934 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1704 1774 0 1722 1408 0 0 1798 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 25.0 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 16.1 8.3 0.0 27.0 23.5 0.0 0.0 48.5 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 0 473 864 0 0 1093 0 0 V/C Ratio(X) 0.13 0.00 0.75 0.60 0.00 0.92 0.64 0.00 0.00 0.85 0.00 0.00 Avail Cap(c_a), veh/h 206 0 426 295 0 478 864 0 0 1093 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 13.5 0.0 0.0 19.0 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 5.9 3.4 0.0 23.4 3.5 0.0 0.0 8.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 8.2 4.4 0.0 15.9 11.2 0.0 0.0 26.5 0.0 0.0 LnGrp Delay(d),s/veh 35.0 0.0 46.8 33.7 0.0 62.1 17.1 0.0 0.0 27.6 0.0 0.0 LnGrp LOS D D C E B C Approach Vol, veh/h 282 613 549 934 Approach Delay, s/veh 46.1 53.9 17.1 27.6 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 50.5 10.3 18.1 25.5 2.8 29.0 Green Ext Time (p_c), s 4.5 0.0 1.7 8.4 0.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 34.1 HCM 2010 LOS C 76 Timing Report, Sorted By Phase 1: Lemay & Vine 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 77 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 90 886 188 112 613 33 Future Volume (veh/h) 52 295 94 92 218 174 90 886 188 112 613 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 91 895 183 113 619 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 89 703 141 105 518 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 87 1081 217 108 797 40 Grp Volume(v), veh/h 53 0 383 93 0 373 1169 0 0 764 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1744 1774 0 1689 1385 0 0 945 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 0 345 933 0 0 648 0 0 V/C Ratio(X) 0.39 0.00 1.17 0.57 0.00 1.08 1.25 0.00 0.00 1.18 0.00 0.00 Avail Cap(c_a), veh/h 163 0 327 163 0 345 933 0 0 648 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 72.4 122.9 0.0 0.0 95.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 20.3 2.6 0.0 18.3 62.7 0.0 0.0 38.7 0.0 0.0 LnGrp Delay(d),s/veh 40.7 0.0 153.6 42.7 0.0 120.1 143.6 0.0 0.0 114.5 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 436 466 1169 764 Approach Delay, s/veh 139.9 104.7 143.6 114.5 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 128.8 HCM 2010 LOS F 78 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 79 HCM 2010 TWSC 2: Lemay & Suniga short total am Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 2.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 33 93 57 453 710 56 Future Vol, veh/h 33 93 57 453 710 56 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 39 109 67 533 835 66 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1535 868 901 0 - 0 Stage 1 868 - - - - - Stage 2 667 - - - - - 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 128 352 754 - - - Stage 1 411 - - - - - Stage 2 510 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 117 352 754 - - - Mov Cap-2 Maneuver 252 - - - - - Stage 1 411 - - - - - Stage 2 465 - - - - - Approach EB NB SB HCM Control Delay, s 20.4 1.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 754 - 252 352 - - HCM Lane V/C Ratio 0.089 - 0.154 0.311 - - HCM Control Delay (s) 10.2 - 21.9 19.8 - - HCM Lane LOS B - C C - - HCM 95th %tile Q(veh) 0.3 - 0.5 1.3 - - 80 HCM 2010 TWSC 2: Lemay & Suniga short total pm Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 3.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 73 91 112 931 655 58 Future Vol, veh/h 73 91 112 931 655 58 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 86 107 132 1095 771 68 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2164 805 839 0 - 0 Stage 1 805 - - - - - Stage 2 1359 - - - - - 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 ~ 52 382 796 - - - Stage 1 440 - - - - - Stage 2 239 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 43 382 796 - - - Mov Cap-2 Maneuver 141 - - - - - Stage 1 440 - - - - - Stage 2 199 - - - - - Approach EB NB SB HCM Control Delay, s 38.5 1.1 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 796 - 141 382 - - HCM Lane V/C Ratio 0.166 - 0.609 0.28 - - HCM Control Delay (s) 10.4 - 64 18.1 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 0.6 - 3.2 1.1 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 81 HCM 2010 AWSC 3: Linden/Redwood & Vine short total am Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 12.7 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 42 54 Future Vol, veh/h 0 3 197 35 0 77 234 23 0 17 42 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 46 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 11.8 14.5 10.3 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 1% 23% 27% Vol Thru, % 37% 84% 70% 58% Vol Right, % 48% 15% 7% 15% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 113 235 334 197 LT Vol 17 3 77 54 Through Vol 42 197 234 114 RT Vol 54 35 23 29 Lane Flow Rate 123 255 363 214 Geometry Grp 1111 Degree of Util (X) 0.197 0.384 0.539 0.344 Departure Headway (Hd) 5.764 5.417 5.34 5.788 Convergence, Y/N Yes Yes Yes Yes Cap 619 662 675 619 Service Time 3.832 3.471 3.388 3.849 HCM Lane V/C Ratio 0.199 0.385 0.538 0.346 HCM Control Delay 10.3 11.8 14.5 11.9 HCM Lane LOS BBBB HCM 95th-tile Q 0.7 1.8 3.2 1.5 82 HCM 2010 AWSC 3: Linden/Redwood & Vine short total 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 54 114 29 Future Vol, veh/h 0 54 114 29 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 59 124 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 11.9 HCM LOS B 83 HCM 2010 AWSC 3: Linden/Redwood & Vine short total pm Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 22.7 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 46 136 176 Future Vol, veh/h 0 30 271 45 0 56 229 41 0 46 136 176 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 50 148 191 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 24.4 22.7 24.6 HCM LOS C C C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 13% 9% 17% 28% Vol Thru, % 38% 78% 70% 54% Vol Right, % 49% 13% 13% 17% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 358 346 326 149 LT Vol 46 30 56 42 Through Vol 136 271 229 81 RT Vol 176 45 41 26 Lane Flow Rate 389 376 354 162 Geometry Grp 1111 Degree of Util (X) 0.715 0.704 0.67 0.339 Departure Headway (Hd) 6.614 6.74 6.81 7.531 Convergence, Y/N Yes Yes Yes Yes Cap 545 534 528 476 Service Time 4.664 4.793 4.865 5.6 HCM Lane V/C Ratio 0.714 0.704 0.67 0.34 HCM Control Delay 24.6 24.4 22.7 14.4 HCM Lane LOS C C C B HCM 95th-tile Q 5.8 5.6 5 1.5 84 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 81 26 Future Vol, veh/h 0 42 81 26 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 46 88 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 14.4 HCM LOS B 85 HCM 2010 TWSC 4: Redwood & Suniga short total am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 6.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 55 30 49 103 19 8 39 12 38 50 56 Future Vol, veh/h 25 55 30 49 103 19 8 39 12 38 50 56 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 - 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 29 64 35 57 120 22 9 45 14 44 58 65 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 120 0 0 64 0 0 417 356 64 386 356 120 Stage 1 - - - - - - 122 122 - 234 234 - Stage 2 - - - - - - 295 234 - 152 122 - 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 1468 - - 1538 - - 546 570 1000 573 570 931 Stage 1 - - - - - - 882 795 - 769 711 - Stage 2 - - - - - - 713 711 - 850 795 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1468 - - 1538 - - 446 538 1000 506 538 931 Mov Cap-2 Maneuver - - - - - - 446 538 - 506 538 - Stage 1 - - - - - - 865 779 - 754 685 - Stage 2 - - - - - - 584 685 - 774 779 - Approach EB WB NB SB HCM Control Delay, s 1.7 2.1 12.1 12.8 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 576 1468 - - 1538 - - 631 HCM Lane V/C Ratio 0.119 0.02 - - 0.037 - - 0.265 HCM Control Delay (s) 12.1 7.5 - - 7.4 - - 12.8 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.4 0.1 - - 0.1 - - 1.1 86 HCM 2010 TWSC 4: Redwood & Suniga short total pm Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 11.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 90 118 16 31 105 19 32 122 43 39 62 41 Future Vol, veh/h 90 118 16 31 105 19 32 122 43 39 62 41 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 - 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 105 137 19 36 122 22 37 142 50 45 72 48 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 122 0 0 137 0 0 601 541 137 636 541 122 Stage 1 - - - - - - 347 347 - 194 194 - Stage 2 - - - - - - 254 194 - 442 347 - 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 1465 - - 1447 - - 412 448 911 391 448 929 Stage 1 - - - - - - 669 635 - 808 740 - Stage 2 - - - - - - 750 740 - 594 635 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1465 - - 1447 - - 314 406 911 251 406 929 Mov Cap-2 Maneuver - - - - - - 314 406 - 251 406 - Stage 1 - - - - - - 621 589 - 750 722 - Stage 2 - - - - - - 625 722 - 396 589 - Approach EB WB NB SB HCM Control Delay, s 3.1 1.5 21.9 20 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 438 1465 - - 1447 - - 403 HCM Lane V/C Ratio 0.523 0.071 - - 0.025 - - 0.41 HCM Control Delay (s) 21.9 7.6 - - 7.6 - - 20 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 3 0.2 - - 0.1 - - 2 87 HCM 2010 TWSC 5: Redwood & Site Access short total am Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 27 4 70 13 1 117 Future Vol, veh/h 27 4 70 13 1 117 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 32 5 82 15 1 138 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 230 90 0 0 98 0 Stage 1 90 - - - - - Stage 2 140 - - - - - 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 758 968 - - 1495 - Stage 1 934 - - - - - Stage 2 887 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 757 968 - - 1495 - Mov Cap-2 Maneuver 757 - - - - - Stage 1 934 - - - - - Stage 2 886 - - - - - Approach WB NB SB HCM Control Delay, s 9.8 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 779 1495 - HCM Lane V/C Ratio - - 0.047 0.001 - HCM Control Delay (s) - - 9.8 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - 88 HCM 2010 TWSC 5: Redwood & Site Access short total pm Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 25 4 183 48 3 117 Future Vol, veh/h 25 4 183 48 3 117 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 29 5 215 56 4 138 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 389 244 0 0 272 0 Stage 1 244 - - - - - Stage 2 145 - - - - - 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 615 795 - - 1291 - Stage 1 797 - - - - - Stage 2 882 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 613 795 - - 1291 - Mov Cap-2 Maneuver 613 - - - - - Stage 1 797 - - - - - Stage 2 879 - - - - - Approach WB NB SB HCM Control Delay, s 11 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 633 1291 - HCM Lane V/C Ratio - - 0.054 0.003 - HCM Control Delay (s) - - 11 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0 - 89 HCM 2010 TWSC 6: Redwood & Lupine short total 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 69 2 2 97 7 Future Vol, veh/h 4 0 11 10 1 4 3 69 2 2 97 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 77 2 2 108 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 203 202 112 206 204 78 116 0 0 79 0 0 Stage 1 116 116 - 84 84 - - - - - - - Stage 2 87 86 - 122 120 - - - - - - - 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 755 694 941 752 692 983 1473 - - 1519 - - Stage 1 889 800 - 924 825 - - - - - - - Stage 2 921 824 - 882 796 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 749 692 941 741 690 983 1473 - - 1519 - - Mov Cap-2 Maneuver 749 692 - 741 690 - - - - - - - Stage 1 887 799 - 922 823 - - - - - - - Stage 2 914 822 - 870 795 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.2 9.7 0.3 0.1 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1473 - - 881 789 1519 - - HCM Lane V/C Ratio 0.002 - - 0.019 0.021 0.001 - - HCM Control Delay (s) 7.5 0 - 9.2 9.7 7.4 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 90 HCM 2010 TWSC 6: Redwood & 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 4 0 8 12 164 11 4 103 11 Future Vol, veh/h 9 0 13 4 0 8 12 164 11 4 103 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 13 182 12 4 114 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 348 350 121 352 351 188 127 0 0 194 0 0 Stage 1 129 129 - 215 215 - - - - - - - Stage 2 219 221 - 137 136 - - - - - - - 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 607 574 930 603 573 854 1459 - - 1379 - - Stage 1 875 789 - 787 725 - - - - - - - Stage 2 783 720 - 866 784 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 595 567 930 588 566 854 1459 - - 1379 - - Mov Cap-2 Maneuver 595 567 - 588 566 - - - - - - - Stage 1 866 787 - 779 718 - - - - - - - Stage 2 767 713 - 850 782 - - - - - - - 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) 1459 - - 756 742 1379 - - 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 - - 91 HCM 2010 TWSC 7: Redwood & Conifer short total am 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 78 31 33 208 9 37 20 20 15 42 17 Future Vol, veh/h 9 78 31 33 208 9 37 20 20 15 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 92 36 39 245 11 44 24 24 18 49 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 255 0 0 128 0 0 493 464 110 483 477 250 Stage 1 - - - - - - 131 131 - 328 328 - Stage 2 - - - - - - 362 333 - 155 149 - 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 1310 - - 1458 - - 486 495 943 494 487 789 Stage 1 - - - - - - 873 788 - 685 647 - Stage 2 - - - - - - 657 644 - 847 774 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1310 - - 1458 - - 422 475 943 450 468 789 Mov Cap-2 Maneuver - - - - - - 422 475 - 450 468 - Stage 1 - - - - - - 865 781 - 679 627 - Stage 2 - - - - - - 572 624 - 794 767 - Approach EB WB NB SB HCM Control Delay, s 0.6 1 13.6 13.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 510 1310 - - 1458 - - 512 HCM Lane V/C Ratio 0.178 0.008 - - 0.027 - - 0.17 HCM Control Delay (s) 13.6 7.8 0 - 7.5 0 - 13.5 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.6 0 - - 0.1 - - 0.6 92 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 20 205 46 34 174 20 57 67 57 17 38 17 Future Vol, veh/h 20 205 46 34 174 20 57 67 57 17 38 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 21 214 48 35 181 21 59 70 59 18 40 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 202 0 0 261 0 0 570 552 238 607 566 192 Stage 1 - - - - - - 279 279 - 263 263 - Stage 2 - - - - - - 291 273 - 344 303 - 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 1370 - - 1303 - - 432 442 801 408 434 850 Stage 1 - - - - - - 728 680 - 742 691 - Stage 2 - - - - - - 717 684 - 671 664 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1370 - - 1303 - - 378 421 801 318 413 850 Mov Cap-2 Maneuver - - - - - - 378 421 - 318 413 - Stage 1 - - - - - - 715 668 - 729 670 - Stage 2 - - - - - - 641 663 - 546 652 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.2 17.5 15 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 475 1370 - - 1303 - - 435 HCM Lane V/C Ratio 0.397 0.015 - - 0.027 - - 0.172 HCM Control Delay (s) 17.5 7.7 0 - 7.8 0 - 15 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 1.9 0 - - 0.1 - - 0.6 93 HCM 2010 TWSC 8: Site Access & Conifer short total am Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 109 4 3 242 8 6 Future Vol, veh/h 109 4 3 242 8 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 128 5 4 285 9 7 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 133 0 423 131 Stage 1 - - - - 131 - Stage 2 - - - - 292 - 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 - - 1452 - 588 919 Stage 1 - - - - 895 - Stage 2 - - - - 758 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1452 - 586 919 Mov Cap-2 Maneuver - - - - 586 - Stage 1 - - - - 895 - Stage 2 - - - - 756 - Approach EB WB NB HCM Control Delay, s 0 0.1 10.3 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 694 - - 1452 - HCM Lane V/C Ratio 0.024 - - 0.002 - HCM Control Delay (s) 10.3 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 94 HCM 2010 TWSC 26: Site Access & Conifer short total pm Synchro 9 Light Report Page 13 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 264 15 11 221 7 5 Future Vol, veh/h 264 15 11 221 7 5 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 311 18 13 260 8 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 328 0 605 319 Stage 1 - - - - 319 - Stage 2 - - - - 286 - 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 - - 1232 - 461 722 Stage 1 - - - - 737 - Stage 2 - - - - 763 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1232 - 455 722 Mov Cap-2 Maneuver - - - - 455 - Stage 1 - - - - 737 - Stage 2 - - - - 754 - Approach EB WB NB HCM Control Delay, s 0 0.4 11.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 538 - - 1232 - HCM Lane V/C Ratio 0.026 - - 0.011 - HCM Control Delay (s) 11.9 - - 8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 95 HCM 2010 TWSC 9: Suniga & R-in/R-out short total am Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 145 149 8 0 22 Future Vol, veh/h 0 145 149 8 0 22 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 0 171 175 9 0 26 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 8.9 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 947 HCM Lane V/C Ratio - - - 0.027 HCM Control Delay (s) - - - 8.9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 96 HCM 2010 TWSC 9: Suniga & R-in/R-out short total pm Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 192 136 26 0 19 Future Vol, veh/h 0 192 136 26 0 19 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 0 226 160 31 0 22 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 95 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 - - - 0 943 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 943 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) - - - 943 HCM Lane V/C Ratio - - - 0.024 HCM Control Delay (s) - - - 8.9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 97 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga short total am Synchro 9 Light Report Page 12 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 188 62 817 62 42 1228 Future Volume (veh/h) 188 62 817 62 42 1228 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 221 5 961 41 49 1445 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 287 256 2613 1169 449 2613 Arrive On Green 0.16 0.16 0.74 0.74 0.74 0.74 Sat Flow, veh/h 1774 1583 3632 1583 560 3632 Grp Volume(v), veh/h 221 5 961 41 49 1445 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 560 1770 Q Serve(g_s), s 9.5 0.2 7.8 0.6 2.8 14.4 Cycle Q Clear(g_c), s 9.5 0.2 7.8 0.6 10.6 14.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 287 256 2613 1169 449 2613 V/C Ratio(X) 0.77 0.02 0.37 0.04 0.11 0.55 Avail Cap(c_a), veh/h 510 455 2613 1169 449 2613 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 4.6 Incr Delay (d2), s/veh 4.4 0.0 0.4 0.1 0.5 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 5.0 0.1 3.9 0.3 0.5 7.1 LnGrp Delay(d),s/veh 36.5 28.2 4.2 2.9 6.1 5.5 LnGrp LOS D C AAAA Approach Vol, veh/h 226 1002 1494 Approach Delay, s/veh 36.3 4.1 5.5 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 63.1 63.1 16.9 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 16.4 9.8 11.5 Green Ext Time (p_c), s 23.0 26.4 0.5 Intersection Summary HCM 2010 Ctrl Delay 7.5 HCM 2010 LOS A 98 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga short total am 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) 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 99 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga short total pm Synchro 9 Light Report Page 11 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 132 88 1463 220 91 1275 Future Volume (veh/h) 132 88 1463 220 91 1275 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 155 79 1721 157 107 1500 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 227 202 2733 1223 224 2733 Arrive On Green 0.13 0.13 0.77 0.77 0.77 0.77 Sat Flow, veh/h 1774 1583 3632 1583 242 3632 Grp Volume(v), veh/h 155 79 1721 157 107 1500 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 242 1770 Q Serve(g_s), s 6.7 3.7 17.3 2.0 28.2 13.4 Cycle Q Clear(g_c), s 6.7 3.7 17.3 2.0 45.5 13.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 227 202 2733 1223 224 2733 V/C Ratio(X) 0.68 0.39 0.63 0.13 0.48 0.55 Avail Cap(c_a), veh/h 577 515 2733 1223 224 2733 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 33.3 32.0 4.0 2.3 14.1 3.6 Incr Delay (d2), s/veh 3.6 1.2 1.1 0.2 7.1 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 3.5 1.7 8.5 0.9 2.3 6.8 LnGrp Delay(d),s/veh 36.9 33.2 5.2 2.5 21.2 4.4 LnGrp LOS D C A A C A Approach Vol, veh/h 234 1878 1607 Approach Delay, s/veh 35.7 4.9 5.5 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 65.8 65.8 14.2 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 47.5 19.3 8.7 Green Ext Time (p_c), s 0.0 24.3 0.6 Intersection Summary HCM 2010 Ctrl Delay 7.1 HCM 2010 LOS A 100 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga short total 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 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 101 APPENDIX H 102 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) 35 260 155 160 280 135 155 540 30 85 960 90 Future Volume (veh/h) 35 260 155 160 280 135 155 540 30 85 960 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 24 163 568 0 89 1011 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 237 401 180 290 658 295 401 2140 957 581 2072 927 Arrive On Green 0.03 0.11 0.00 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 0 168 295 24 163 568 0 89 1011 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 0.0 9.6 8.9 1.5 4.2 9.1 0.0 2.4 19.9 0.3 Cycle Q Clear(g_c), s 2.2 8.9 0.0 9.6 8.9 1.5 4.2 9.1 0.0 2.4 19.9 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 237 401 180 290 658 295 401 2140 957 581 2072 927 V/C Ratio(X) 0.16 0.68 0.00 0.58 0.45 0.08 0.41 0.27 0.00 0.15 0.49 0.01 Avail Cap(c_a), veh/h 282 501 224 339 767 343 513 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 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 44.6 51.1 0.0 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 0.0 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 0.0 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 53.9 0.0 41.1 43.8 40.5 11.2 11.5 0.0 9.1 15.3 10.4 LnGrp LOS D D D D D B B A B B Approach Vol, veh/h 311 487 731 1109 Approach Delay, s/veh 52.8 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 76.6 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 21.9 11.6 10.9 4.4 11.1 4.2 10.9 Green Ext Time (p_c), s 0.2 14.9 0.1 1.7 0.0 17.4 0.0 3.2 Intersection Summary HCM 2010 Ctrl Delay 23.5 HCM 2010 LOS C 103 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 104 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) 70 385 145 80 285 190 205 960 155 135 730 95 Future Volume (veh/h) 70 385 145 80 285 190 205 960 155 135 730 95 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 29 216 1011 92 142 768 29 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 241 561 251 209 580 260 506 2140 957 380 2075 928 Arrive On Green 0.05 0.16 0.00 0.06 0.16 0.16 0.07 0.60 0.60 0.06 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 29 216 1011 92 142 768 29 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 6.1 20.7 3.2 4.1 15.0 1.0 Cycle Q Clear(g_c), s 4.5 14.2 0.0 5.1 10.1 2.0 6.1 20.7 3.2 4.1 15.0 1.0 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 241 561 251 209 580 260 506 2140 957 380 2075 928 V/C Ratio(X) 0.31 0.72 0.00 0.40 0.52 0.11 0.43 0.47 0.10 0.37 0.37 0.03 Avail Cap(c_a), veh/h 267 756 338 239 783 351 714 2140 957 485 2075 928 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 9.8 14.3 10.9 10.9 14.3 11.4 Incr Delay (d2), s/veh 0.7 2.2 0.0 1.2 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 2.2 7.1 0.0 2.6 5.0 0.9 3.0 10.3 1.5 2.0 7.4 0.5 LnGrp Delay(d),s/veh 43.5 54.6 0.0 44.1 50.7 46.8 10.4 15.1 11.1 11.5 14.8 11.5 LnGrp LOS D D D D D BBBBBB Approach Vol, veh/h 479 413 1319 939 Approach Delay, s/veh 52.9 49.1 14.0 14.2 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.6 80.8 11.8 24.8 11.3 83.2 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 8.1 17.0 7.1 16.2 6.1 22.7 6.5 12.1 Green Ext Time (p_c), s 0.5 18.1 0.0 3.5 0.2 19.2 0.0 4.3 Intersection Summary HCM 2010 Ctrl Delay 24.6 HCM 2010 LOS C 105 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) 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 106 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 1 107 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 108 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 1.2 109 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 110 HCM 2010 TWSC 4: Redwood & Suniga Long total AM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 35.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 320 45 150 415 50 40 50 50 50 65 80 Future Vol, veh/h 50 320 45 150 415 50 40 50 50 50 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 - - - - - - - - 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 47 158 437 53 42 53 53 53 68 84 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 489 0 0 384 0 0 1034 1271 192 1079 1268 245 Stage 1 - - - - - - 466 466 - 779 779 - Stage 2 - - - - - - 568 805 - 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 1070 - - 1171 - - 186 167 817 173 167 755 Stage 1 - - - - - - 546 561 - 355 404 - Stage 2 - - - - - - 475 393 - 684 548 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1070 - - 1171 - - 88 137 817 99 137 755 Mov Cap-2 Maneuver - - - - - - 88 137 - 99 137 - Stage 1 - - - - - - 519 533 - 337 349 - Stage 2 - - - - - - 294 340 - 548 521 - Approach EB WB NB SB HCM Control Delay, s 1 2.1 109.7 162.7 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 159 1070 - - 1171 - - 180 HCM Lane V/C Ratio 0.927 0.049 - - 0.135 - - 1.14 HCM Control Delay (s) 109.7 8.5 - - 8.6 - - 162.7 HCM Lane LOS F A - - A - - F HCM 95th %tile Q(veh) 6.7 0.2 - - 0.5 - - 10.5 111 HCM 2010 TWSC 4: Redwood & Suniga Long Total PM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 397.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 125 460 65 100 430 35 70 160 145 60 80 70 Future Vol, veh/h 125 460 65 100 430 35 70 160 145 60 80 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 132 484 68 105 453 37 74 168 153 63 84 74 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 489 0 0 553 0 0 1261 1482 276 1271 1498 245 Stage 1 - - - - - - 782 782 - 682 682 - Stage 2 - - - - - - 479 700 - 589 816 - 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 - - 127 ~ 124 721 125 121 755 Stage 1 - - - - - - 353 403 - 406 448 - Stage 2 - - - - - - 537 440 - 461 389 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1070 - - 1013 - - ~ 24 ~ 97 721 - 95 755 Mov Cap-2 Maneuver - - - - - - ~ 24 ~ 97 - - 95 - Stage 1 - - - - - - 309 353 - 356 402 - Stage 2 - - - - - - 343 394 - 167 341 - Approach EB WB NB SB HCM Control Delay, s 1.7 1.6 $ 1904.3 HCM LOS F - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 79 1070 - - 1013 - - - HCM Lane V/C Ratio 4.997 0.123 - - 0.104 - - - HCM Control Delay (s) $ 1904.3 8.8 - - 9 - - - HCM Lane LOS F A - - A - - - HCM 95th %tile Q(veh) 42.9 0.4 - - 0.3 - - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 112 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 45 150 415 50 40 50 50 50 65 80 Future Volume (veh/h) 50 320 45 150 415 50 40 50 50 50 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 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 53 337 47 158 437 53 42 53 53 53 68 84 Adj No. of Lanes 120120010010 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 371 1060 147 378 1080 130 271 339 297 251 322 345 Arrive On Green 0.34 0.34 0.34 0.68 0.68 0.68 0.53 0.53 0.53 0.53 0.53 0.53 Sat Flow, veh/h 903 3124 432 995 3181 384 368 643 564 332 610 654 Grp Volume(v), veh/h 53 190 194 158 242 248 148 0 0 205 0 0 Grp Sat Flow(s),veh/h/ln 903 1770 1787 995 1770 1795 1574 0 0 1597 0 0 Q Serve(g_s), s 2.7 4.8 4.8 6.7 3.6 3.7 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 6.4 4.8 4.8 11.6 3.6 3.7 2.6 0.0 0.0 3.8 0.0 0.0 Prop In Lane 1.00 0.24 1.00 0.21 0.28 0.36 0.26 0.41 Lane Grp Cap(c), veh/h 371 601 606 378 601 609 907 0 0 918 0 0 V/C Ratio(X) 0.14 0.32 0.32 0.42 0.40 0.41 0.16 0.00 0.00 0.22 0.00 0.00 Avail Cap(c_a), veh/h 516 885 893 537 885 898 907 0 0 918 0 0 HCM Platoon Ratio 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 0.95 0.95 0.95 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 16.6 14.7 14.7 9.9 6.9 7.0 7.3 0.0 0.0 7.6 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.3 0.3 0.7 0.4 0.4 0.4 0.0 0.0 0.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.7 2.4 2.4 1.8 1.7 1.9 1.3 0.0 0.0 2.0 0.0 0.0 LnGrp Delay(d),s/veh 16.8 14.9 15.0 10.7 7.4 7.4 7.7 0.0 0.0 8.2 0.0 0.0 LnGrp LOS BBBBAAA A Approach Vol, veh/h 437 648 148 205 Approach Delay, s/veh 15.2 8.2 7.7 8.2 Approach LOS BAAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 35.6 24.4 35.6 24.4 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 21.0 29.0 21.0 29.0 Max Q Clear Time (g_c+I1), s 5.8 8.4 4.6 13.6 Green Ext Time (p_c), s 1.9 6.6 1.9 5.8 Intersection Summary HCM 2010 Ctrl Delay 10.3 HCM 2010 LOS B 113 Timing Report, Sorted By Phase 4: Redwood & Suniga Long total AM Synchro 9 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 26 34 26 34 Maximum Split (%) 43.3% 56.7% 43.3% 56.7% Minimum Split (s) 15 15 15 15 Yellow Time (s) 3333 All-Red Time (s) 2222 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 34 0 34 0 End Time (s) 0 34 0 34 Yield/Force Off (s) 55 29 55 29 Yield/Force Off 170(s) 55 29 55 29 Local Start Time (s) 34 0 34 0 Local Yield (s) 55 29 55 29 Local Yield 170(s) 55 29 55 29 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Redwood & Suniga 114 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) 125 460 65 100 430 35 70 160 145 60 80 70 Future Volume (veh/h) 125 460 65 100 430 35 70 160 145 60 80 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 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 132 484 68 105 453 37 74 168 153 63 84 74 Adj No. of Lanes 120120010010 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 344 1095 153 317 1164 95 184 404 327 263 345 268 Arrive On Green 0.35 0.35 0.35 0.35 0.35 0.35 0.52 0.52 0.52 0.52 0.52 0.52 Sat Flow, veh/h 903 3119 436 852 3315 270 219 784 634 361 670 519 Grp Volume(v), veh/h 132 274 278 105 241 249 395 0 0 221 0 0 Grp Sat Flow(s),veh/h/ln 903 1770 1786 852 1770 1815 1637 0 0 1550 0 0 Q Serve(g_s), s 7.7 7.1 7.2 6.5 6.1 6.2 0.2 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 13.9 7.1 7.2 13.7 6.1 6.2 8.5 0.0 0.0 4.2 0.0 0.0 Prop In Lane 1.00 0.24 1.00 0.15 0.19 0.39 0.29 0.33 Lane Grp Cap(c), veh/h 344 621 627 317 621 637 915 0 0 876 0 0 V/C Ratio(X) 0.38 0.44 0.44 0.33 0.39 0.39 0.43 0.00 0.00 0.25 0.00 0.00 Avail Cap(c_a), veh/h 388 708 714 359 708 726 915 0 0 876 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) 0.79 0.79 0.79 1.00 1.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 19.9 14.9 15.0 20.2 14.6 14.6 9.1 0.0 0.0 8.1 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.4 0.4 0.6 0.4 0.4 1.5 0.0 0.0 0.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 3.5 3.6 1.6 3.0 3.2 4.4 0.0 0.0 2.2 0.0 0.0 LnGrp Delay(d),s/veh 20.4 15.3 15.4 20.8 15.0 15.0 10.6 0.0 0.0 8.7 0.0 0.0 LnGrp LOS C B B C B B B A Approach Vol, veh/h 684 595 395 221 Approach Delay, s/veh 16.3 16.0 10.6 8.7 Approach LOS BBBA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 34.9 25.1 34.9 25.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 27.0 23.0 27.0 23.0 Max Q Clear Time (g_c+I1), s 6.2 15.9 10.5 15.7 Green Ext Time (p_c), s 4.2 4.2 3.8 4.3 Intersection Summary HCM 2010 Ctrl Delay 14.2 HCM 2010 LOS B 115 Timing Report, Sorted By Phase 4: Redwood & Suniga Long Total PM Synchro 9 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Max None C-Max None Maximum Split (s) 32 28 32 28 Maximum Split (%) 53.3% 46.7% 53.3% 46.7% Minimum Split (s) 15 15 15 15 Yellow Time (s) 3333 All-Red Time (s) 2222 Minimum Initial (s) 4444 Vehicle Extension (s) 3333 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 28 0 28 0 End Time (s) 0 28 0 28 Yield/Force Off (s) 55 23 55 23 Yield/Force Off 170(s) 55 23 55 23 Local Start Time (s) 28 0 28 0 Local Yield (s) 55 23 55 23 Local Yield 170(s) 55 23 55 23 Intersection Summary Cycle Length 60 Control Type Actuated-Coordinated Natural Cycle 40 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 4: Redwood & Suniga 116 HCM 2010 TWSC 5: Redwood & Site Access Long total AM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 35 5 130 20 5 160 Future Vol, veh/h 35 5 130 20 5 160 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 37 5 137 21 5 168 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 326 147 0 0 158 0 Stage 1 147 - - - - - Stage 2 179 - - - - - 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 668 900 - - 1422 - Stage 1 880 - - - - - Stage 2 852 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 665 900 - - 1422 - Mov Cap-2 Maneuver 665 - - - - - Stage 1 880 - - - - - Stage 2 849 - - - - - Approach WB NB SB HCM Control Delay, s 10.6 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 687 1422 - HCM Lane V/C Ratio - - 0.061 0.004 - HCM Control Delay (s) - - 10.6 7.5 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0 - 117 HCM 2010 TWSC 5: Redwood & Site Access Long Total PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 35 5 240 80 5 175 Future Vol, veh/h 35 5 240 80 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 - - - - - 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 37 5 253 84 5 184 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 490 295 0 0 337 0 Stage 1 295 - - - - - Stage 2 195 - - - - - 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 537 744 - - 1222 - Stage 1 755 - - - - - Stage 2 838 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 534 744 - - 1222 - Mov Cap-2 Maneuver 534 - - - - - Stage 1 755 - - - - - Stage 2 834 - - - - - Approach WB NB SB HCM Control Delay, s 12 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 554 1222 - HCM Lane V/C Ratio - - 0.076 0.004 - HCM Control Delay (s) - - 12 8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0 - 118 HCM 2010 TWSC 6: Redwood & 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 - - 119 HCM 2010 TWSC 6: Redwood & 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 5 160 10 Future Vol, veh/h 10 0 15 5 0 10 15 220 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 16 232 11 5 168 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 458 458 174 460 457 237 179 0 0 242 0 0 Stage 1 184 184 - 268 268 - - - - - - - Stage 2 274 274 - 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 513 499 869 512 500 802 1397 - - 1324 - - Stage 1 818 747 - 738 687 - - - - - - - Stage 2 732 683 - 810 744 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 500 491 869 496 492 802 1397 - - 1324 - - Mov Cap-2 Maneuver 500 491 - 496 492 - - - - - - - Stage 1 807 744 - 728 678 - - - - - - - Stage 2 713 674 - 792 741 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.6 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 - - 671 665 1324 - - HCM Lane V/C Ratio 0.011 - - 0.039 0.024 0.004 - - HCM Control Delay (s) 7.6 0 - 10.6 10.5 7.7 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 120 HCM 2010 TWSC 7: Redwood & Conifer Long total AM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 6.5 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 65 40 35 20 60 25 Future Vol, veh/h 15 165 45 50 315 20 65 40 35 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 16 174 47 53 332 21 68 42 37 21 63 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 353 0 0 221 0 0 721 687 197 715 700 342 Stage 1 - - - - - - 229 229 - 447 447 - Stage 2 - - - - - - 492 458 - 268 253 - 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 - - 343 370 844 346 363 701 Stage 1 - - - - - - 774 715 - 591 573 - Stage 2 - - - - - - 558 567 - 738 698 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1206 - - 1348 - - 270 347 844 286 340 701 Mov Cap-2 Maneuver - - - - - - 270 347 - 286 340 - Stage 1 - - - - - - 762 704 - 582 545 - Stage 2 - - - - - - 452 539 - 654 688 - Approach EB WB NB SB HCM Control Delay, s 0.5 1 22.4 18.7 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 352 1206 - - 1348 - - 372 HCM Lane V/C Ratio 0.419 0.013 - - 0.039 - - 0.297 HCM Control Delay (s) 22.4 8 0 - 7.8 0 - 18.7 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 2 0 - - 0.1 - - 1.2 121 HCM 2010 TWSC 7: Redwood & Conifer Long Total PM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 28.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 355 70 60 320 30 80 90 70 30 55 25 Future Vol, veh/h 30 355 70 60 320 30 80 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 32 374 74 63 337 32 84 95 74 32 58 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 368 0 0 447 0 0 995 969 411 1037 990 353 Stage 1 - - - - - - 474 474 - 479 479 - Stage 2 - - - - - - 521 495 - 558 511 - 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 1191 - - 1113 - - 224 254 641 209 246 691 Stage 1 - - - - - - 571 558 - 568 555 - Stage 2 - - - - - - 539 546 - 514 537 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1191 - - 1113 - - 159 227 641 116 220 691 Mov Cap-2 Maneuver - - - - - - 159 227 - 116 220 - Stage 1 - - - - - - 550 538 - 548 516 - Stage 2 - - - - - - 428 507 - 361 518 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.2 120.1 44.3 HCM LOS F E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 238 1191 - - 1113 - - 202 HCM Lane V/C Ratio 1.061 0.027 - - 0.057 - - 0.573 HCM Control Delay (s) 120.1 8.1 0 - 8.4 0 - 44.3 HCM Lane LOS F A A - A A - E HCM 95th %tile Q(veh) 10.7 0.1 - - 0.2 - - 3.1 122 HCM 2010 TWSC 8: Site Access & Conifer Long total AM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 210 10 10 355 30 25 Future Vol, veh/h 210 10 10 355 30 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 221 11 11 374 32 26 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 232 0 621 226 Stage 1 - - - - 226 - Stage 2 - - - - 395 - 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 - 451 813 Stage 1 - - - - 812 - Stage 2 - - - - 681 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1336 - 446 813 Mov Cap-2 Maneuver - - - - 446 - Stage 1 - - - - 812 - Stage 2 - - - - 674 - Approach EB WB NB HCM Control Delay, s 0 0.2 12.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 561 - - 1336 - HCM Lane V/C Ratio 0.103 - - 0.008 - HCM Control Delay (s) 12.2 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - 123 HCM 2010 TWSC 8: Site Access & Conifer Long Total PM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 400 55 35 380 30 25 Future Vol, veh/h 400 55 35 380 30 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 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 421 58 37 400 32 26 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 479 0 924 450 Stage 1 - - - - 450 - Stage 2 - - - - 474 - 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 - - 1083 - 299 609 Stage 1 - - - - 642 - Stage 2 - - - - 626 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1083 - 286 609 Mov Cap-2 Maneuver - - - - 286 - Stage 1 - - - - 642 - Stage 2 - - - - 598 - Approach EB WB NB HCM Control Delay, s 0 0.7 16.3 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 377 - - 1083 - HCM Lane V/C Ratio 0.154 - - 0.034 - HCM Control Delay (s) 16.3 - - 8.4 0 HCM Lane LOS C - - A A HCM 95th %tile Q(veh) 0.5 - - 0.1 - 124 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 5 430 15 10 510 5 5 0 5 20 0 10 Future Vol, veh/h 5 430 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 5 453 16 11 537 5 5 0 5 21 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 542 0 0 468 0 0 760 1034 234 798 1040 271 Stage 1 - - - - - - 471 471 - 561 561 - Stage 2 - - - - - - 289 563 - 237 479 - 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 - - 1090 - - 295 231 768 277 229 727 Stage 1 - - - - - - 542 558 - 480 508 - Stage 2 - - - - - - 694 507 - 745 553 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1023 - - 1090 - - 287 228 768 272 226 727 Mov Cap-2 Maneuver - - - - - - 287 228 - 272 226 - Stage 1 - - - - - - 539 555 - 478 503 - Stage 2 - - - - - - 677 502 - 736 550 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.2 13.8 16.2 HCM LOS B C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 287 768 1023 - - 1090 - - 272 727 HCM Lane V/C Ratio 0.018 0.007 0.005 - - 0.01 - - 0.077 0.014 HCM Control Delay (s) 17.8 9.7 8.5 - - 8.3 - - 19.3 10 HCM Lane LOS C A A - - A - - C B HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.2 0 125 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 10 580 5 5 565 20 5 0 5 20 0 10 Future Vol, veh/h 10 580 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 11 611 5 5 595 21 5 0 5 21 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 616 0 0 616 0 0 942 1260 308 942 1253 308 Stage 1 - - - - - - 634 634 - 616 616 - Stage 2 - - - - - - 308 626 - 326 637 - 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 - - 960 - - 218 169 688 218 171 688 Stage 1 - - - - - - 434 471 - 445 480 - Stage 2 - - - - - - 677 475 - 661 470 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 960 - - 960 - - 212 166 688 214 168 688 Mov Cap-2 Maneuver - - - - - - 212 166 - 214 168 - Stage 1 - - - - - - 429 466 - 440 478 - Stage 2 - - - - - - 663 473 - 648 465 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 16.3 19.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 212 688 960 - - 960 - - 214 688 HCM Lane V/C Ratio 0.025 0.008 0.011 - - 0.005 - - 0.098 0.015 HCM Control Delay (s) 22.4 10.3 8.8 - - 8.8 - - 23.7 10.3 HCM Lane LOS C B A - - A - - C B HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.3 0 126 HCM 2010 TWSC 9: Suniga & R-in/R-out 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 0 405 580 10 0 35 Future Vol, veh/h 0 405 580 10 0 35 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 0 426 611 11 0 37 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 311 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 - - - 0 685 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 685 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) - - - 685 HCM Lane V/C Ratio - - - 0.054 HCM Control Delay (s) - - - 10.6 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.2 127 HCM 2010 TWSC 9: Suniga & R-in/R-out Long Total PM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 660 535 40 0 30 Future Vol, veh/h 0 660 535 40 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 0 695 563 42 0 32 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 303 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 - - - 0 693 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 693 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) - - - 693 HCM Lane V/C Ratio - - - 0.046 HCM Control Delay (s) - - - 10.4 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1 128 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 10 375 5 140 30 800 190 170 1290 5 Future Volume (veh/h) 25 5 10 375 5 140 30 800 190 170 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 0 395 5 38 32 842 89 179 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 0 564 571 485 233 1854 829 409 2038 8 Arrive On Green 0.04 0.04 0.00 0.23 0.31 0.31 0.03 0.52 0.52 0.07 0.56 0.56 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 89 179 664 699 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 24.4 0.2 2.0 1.0 17.8 3.4 5.2 31.5 31.5 Cycle Q Clear(g_c), s 2.6 0.0 0.0 24.4 0.2 2.0 1.0 17.8 3.4 5.2 31.5 31.5 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 0 564 571 485 233 1854 829 409 997 1048 V/C Ratio(X) 0.26 0.00 0.00 0.70 0.01 0.08 0.14 0.45 0.11 0.44 0.67 0.67 Avail Cap(c_a), veh/h 185 0 0 571 667 567 283 1854 829 462 997 1048 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 38.9 28.9 29.6 15.4 17.9 14.4 12.5 18.3 18.3 Incr Delay (d2), s/veh 1.2 0.0 0.0 3.7 0.0 0.1 0.3 0.8 0.3 0.7 3.5 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 12.4 0.1 0.9 0.5 8.9 1.5 2.6 16.3 17.1 LnGrp Delay(d),s/veh 57.3 0.0 0.0 42.7 29.0 29.6 15.7 18.7 14.7 13.2 21.8 21.7 LnGrp LOS E D C C BBBBCC Approach Vol, veh/h 31 438 963 1542 Approach Delay, s/veh 57.3 41.4 18.2 20.8 Approach LOS E D B C Timer 12345678 Assigned Phs 123456 8 Phs Duration (G+Y+Rc), s 7.6 71.6 31.5 9.3 12.4 66.9 40.8 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 57.0 27.0 10.0 11.0 52.0 42.0 Max Q Clear Time (g_c+I1), s 3.0 33.5 26.4 4.6 7.2 19.8 4.0 Green Ext Time (p_c), s 0.0 16.3 0.1 0.1 0.2 20.1 0.3 Intersection Summary HCM 2010 Ctrl Delay 23.3 HCM 2010 LOS C 129 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 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 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 130 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 10 280 5 205 20 1500 360 270 1320 5 Future Volume (veh/h) 20 5 10 280 5 205 20 1500 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 0 295 5 36 21 1579 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 2044 914 326 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 0 295 5 36 21 1579 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 40.8 9.7 10.6 24.8 24.8 Cycle Q Clear(g_c), s 2.1 0.0 0.0 16.0 0.3 2.2 0.6 40.8 9.7 10.6 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 2044 914 326 1183 1244 V/C Ratio(X) 0.23 0.00 0.00 0.76 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 2044 914 401 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 47.3 37.9 38.7 10.4 19.3 12.8 31.6 10.7 10.7 Incr Delay (d2), s/veh 1.1 0.0 0.0 8.5 0.0 0.1 0.1 2.9 0.8 15.9 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 2.6 0.1 1.0 0.3 20.6 4.4 10.6 12.6 13.2 LnGrp Delay(d),s/veh 57.4 0.0 0.0 55.7 37.9 38.8 10.5 22.3 13.5 47.5 12.7 12.6 LnGrp LOS E E D D B C B D B B Approach Vol, veh/h 26 336 1854 1678 Approach Delay, s/veh 57.4 53.7 20.9 18.6 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 18.0 73.3 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 12.6 42.8 4.2 Green Ext Time (p_c), s 0.0 34.4 0.0 0.1 0.4 13.1 0.2 Intersection Summary HCM 2010 Ctrl Delay 23.0 HCM 2010 LOS C 131 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 132 APPENDIX I 133 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) 15 145 117 154 268 126 56 354 70 62 693 49 Future Volume (veh/h) 15 145 117 154 268 126 56 354 70 62 693 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 17 167 110 177 308 128 64 407 77 71 797 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 135 212 140 285 334 139 102 627 113 98 927 62 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 1023 674 1774 1217 506 112 1067 193 106 1577 105 Grp Volume(v), veh/h 17 0 277 177 0 436 548 0 0 922 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1696 1774 0 1722 1371 0 0 1788 0 0 Q Serve(g_s), s 0.8 0.0 17.0 8.3 0.0 27.0 0.0 0.0 0.0 22.4 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 17.0 8.3 0.0 27.0 25.6 0.0 0.0 48.0 0.0 0.0 Prop In Lane 1.00 0.40 1.00 0.29 0.12 0.14 0.08 0.06 Lane Grp Cap(c), veh/h 135 0 352 285 0 473 843 0 0 1086 0 0 V/C Ratio(X) 0.13 0.00 0.79 0.62 0.00 0.92 0.65 0.00 0.00 0.85 0.00 0.00 Avail Cap(c_a), veh/h 206 0 424 285 0 478 843 0 0 1086 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 41.3 30.5 0.0 38.8 13.7 0.0 0.0 18.9 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 8.0 4.1 0.0 23.3 3.9 0.0 0.0 8.3 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 8.8 4.4 0.0 15.9 11.6 0.0 0.0 26.1 0.0 0.0 LnGrp Delay(d),s/veh 35.0 0.0 49.3 34.6 0.0 62.1 17.6 0.0 0.0 27.2 0.0 0.0 LnGrp LOS D D C E B C Approach Vol, veh/h 294 613 548 922 Approach Delay, s/veh 48.4 54.2 17.6 27.2 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 50.0 10.3 19.0 27.6 2.8 29.0 Green Ext Time (p_c), s 4.7 0.0 1.6 8.1 0.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 34.6 HCM 2010 LOS C 134 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 135 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) 52 295 104 92 218 174 106 870 188 112 603 33 Future Volume (veh/h) 52 295 104 92 218 174 106 870 188 112 603 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 95 93 220 153 107 879 183 113 609 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 134 247 79 163 203 141 98 656 134 110 538 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 1318 420 1774 996 693 101 1009 206 116 827 42 Grp Volume(v), veh/h 53 0 393 93 0 373 1169 0 0 754 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1738 1774 0 1689 1316 0 0 985 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 0.24 1.00 0.41 0.09 0.16 0.15 0.04 Lane Grp Cap(c), veh/h 134 0 326 163 0 345 888 0 0 675 0 0 V/C Ratio(X) 0.39 0.00 1.21 0.57 0.00 1.08 1.32 0.00 0.00 1.12 0.00 0.00 Avail Cap(c_a), veh/h 163 0 326 163 0 345 888 0 0 675 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 19.1 0.0 0.0 Incr Delay (d2), s/veh 1.9 0.0 118.1 4.6 0.0 72.4 150.4 0.0 0.0 71.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 21.5 2.6 0.0 18.3 66.5 0.0 0.0 35.7 0.0 0.0 LnGrp Delay(d),s/veh 40.7 0.0 166.9 42.7 0.0 120.1 171.2 0.0 0.0 90.7 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 446 466 1169 754 Approach Delay, s/veh 151.9 104.7 171.2 90.7 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 135.8 HCM 2010 LOS F 136 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 137 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 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 37 0 17 38 54 Future Vol, veh/h 0 3 197 35 0 77 234 37 0 17 38 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 40 0 18 41 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 11.9 15 10.3 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 16% 1% 22% 38% Vol Thru, % 35% 84% 67% 48% Vol Right, % 50% 15% 11% 14% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 109 235 348 200 LT Vol 17 3 77 75 Through Vol 38 197 234 96 RT Vol 54 35 37 29 Lane Flow Rate 118 255 378 217 Geometry Grp 1111 Degree of Util (X) 0.191 0.386 0.559 0.353 Departure Headway (Hd) 5.809 5.443 5.322 5.842 Convergence, Y/N Yes Yes Yes Yes Cap 614 659 677 613 Service Time 3.879 3.5 3.372 3.903 HCM Lane V/C Ratio 0.192 0.387 0.558 0.354 HCM Control Delay 10.3 11.9 15 12.1 HCM Lane LOS BBBB HCM 95th-tile Q 0.7 1.8 3.5 1.6 138 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 96 29 Future Vol, veh/h 0 75 96 29 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 82 104 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 12.1 HCM LOS B 139 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 23.5 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 88 0 46 118 176 Future Vol, veh/h 0 30 271 45 0 56 229 88 0 46 118 176 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 96 0 50 128 191 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 24.1 26.7 23.2 HCM LOS C D C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 14% 9% 15% 28% Vol Thru, % 35% 78% 61% 53% Vol Right, % 52% 13% 24% 19% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 340 346 373 134 LT Vol 46 30 56 37 Through Vol 118 271 229 71 RT Vol 176 45 88 26 Lane Flow Rate 370 376 405 146 Geometry Grp 1111 Degree of Util (X) 0.688 0.701 0.746 0.308 Departure Headway (Hd) 6.698 6.711 6.625 7.616 Convergence, Y/N Yes Yes Yes Yes Cap 540 538 547 470 Service Time 4.724 4.775 4.657 5.699 HCM Lane V/C Ratio 0.685 0.699 0.74 0.311 HCM Control Delay 23.2 24.1 26.7 14.1 HCM Lane LOS C C D B HCM 95th-tile Q 5.3 5.5 6.4 1.3 140 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 37 71 26 Future Vol, veh/h 0 37 71 26 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 40 77 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 14.1 HCM LOS B 141 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 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 0 30 8 14 0 8 54 0 0 80 56 Future Vol, veh/h 25 0 30 8 14 0 8 54 0 0 80 56 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 29 0 35 9 16 0 9 63 0 0 93 65 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 216 207 126 207 239 63 158 0 0 63 0 0 Stage 1 126 126 - 81 81 - - - - - - - Stage 2 90 81 - 126 158 - - - - - - - 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 740 690 924 751 662 1002 1422 - - 1540 - - Stage 1 878 792 - 927 828 - - - - - - - Stage 2 917 828 - 878 767 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 722 685 924 719 657 1002 1422 - - 1540 - - Mov Cap-2 Maneuver 722 685 - 719 657 - - - - - - - Stage 1 872 792 - 921 822 - - - - - - - Stage 2 893 822 - 845 767 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.5 10.4 1 0 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 1422 - - 722 - 924 719 657 - 1540 - - HCM Lane V/C Ratio 0.007 - - 0.04 - 0.038 0.013 0.025 - - - - HCM Control Delay (s) 7.5 0 - 10.2 0 9 10.1 10.6 0 0 - - HCM Lane LOS A A - BAABBAA-- HCM 95th %tile Q(veh) 0 - - 0.1 - 0.1 0 0.1 - 0 - - 142 HCM 2010 TWSC 4: Redwood & Suniga No Suniga Road Connection short total pm Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 90 0 16 7 12 0 32 121 0 0 94 41 Future Vol, veh/h 90 0 16 7 12 0 32 121 0 0 94 41 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 105 0 19 8 14 0 37 141 0 0 109 48 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 355 348 133 348 372 141 157 0 0 141 0 0 Stage 1 133 133 - 215 215 - - - - - - - Stage 2 222 215 - 133 157 - - - - - - - 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 600 576 916 607 558 907 1423 - - 1442 - - Stage 1 870 786 - 787 725 - - - - - - - Stage 2 780 725 - 870 768 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 576 560 916 582 542 907 1423 - - 1442 - - Mov Cap-2 Maneuver 576 560 - 582 542 - - - - - - - Stage 1 846 786 - 765 705 - - - - - - - Stage 2 743 705 - 852 768 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 12.1 11.6 1.6 0 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2 EBLn3WBLn1WBLn2WBLn3 SBL SBT SBR Capacity (veh/h) 1423 - - 576 - 916 582 542 - 1442 - - HCM Lane V/C Ratio 0.026 - - 0.182 - 0.02 0.014 0.026 - - - - HCM Control Delay (s) 7.6 0 - 12.6 0 9 11.3 11.8 0 0 - - HCM Lane LOS A A - BAABBAA-- HCM 95th %tile Q(veh) 0.1 - - 0.7 - 0.1 0 0.1 - 0 - - 143 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 1.8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 38 4 61 18 1 113 Future Vol, veh/h 38 4 61 18 1 113 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 45 5 72 21 1 133 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 217 82 0 0 93 0 Stage 1 82 - - - - - Stage 2 135 - - - - - 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 771 978 - - 1501 - Stage 1 941 - - - - - Stage 2 891 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 770 978 - - 1501 - Mov Cap-2 Maneuver 770 - - - - - Stage 1 941 - - - - - Stage 2 890 - - - - - Approach WB NB SB HCM Control Delay, s 9.9 0 0.1 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 786 1501 - HCM Lane V/C Ratio - - 0.063 0.001 - HCM Control Delay (s) - - 9.9 7.4 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.2 0 - 144 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 1.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 35 4 157 64 3 112 Future Vol, veh/h 35 4 157 64 3 112 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 41 5 185 75 4 132 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 361 222 0 0 260 0 Stage 1 222 - - - - - Stage 2 139 - - - - - 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 595 818 - - 1304 - Stage 1 780 - - - - - Stage 2 864 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 594 818 - - 1304 - Mov Cap-2 Maneuver 594 - - - - - Stage 1 780 - - - - - Stage 2 861 - - - - - Approach WB NB SB HCM Control Delay, s 11.4 0 0.2 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 611 1304 - HCM Lane V/C Ratio - - 0.075 0.003 - HCM Control Delay (s) - - 11.4 7.8 0 HCM Lane LOS - - B A A HCM 95th %tile Q(veh) - - 0.2 0 - 145 HCM 2010 TWSC 6: Redwood & Lupine No Suniga Road connection short total am Synchro 9 Light Report Page 7 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 4 3 60 2 2 93 7 Future Vol, veh/h 4 0 11 10 1 4 3 60 2 2 93 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 67 2 2 103 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 189 188 107 192 190 68 111 0 0 69 0 0 Stage 1 112 112 - 74 74 - - - - - - - Stage 2 77 76 - 118 116 - - - - - - - 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 771 707 947 768 705 995 1479 - - 1532 - - Stage 1 893 803 - 935 833 - - - - - - - Stage 2 932 832 - 887 800 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 765 705 947 756 703 995 1479 - - 1532 - - Mov Cap-2 Maneuver 765 705 - 756 703 - - - - - - - Stage 1 891 802 - 933 831 - - - - - - - Stage 2 925 830 - 875 799 - - - - - - - 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) 1479 - - 891 803 1532 - - 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 - - 146 HCM 2010 TWSC 6: Redwood & Lupine No Suniga Road Connection short total pm Synchro 9 Light Report Page 7 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 9 0 13 4 0 8 12 138 11 4 98 11 Future Vol, veh/h 9 0 13 4 0 8 12 138 11 4 98 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 13 153 12 4 109 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 315 316 115 317 316 159 121 0 0 166 0 0 Stage 1 124 124 - 186 186 - - - - - - - Stage 2 191 192 - 131 130 - - - - - - - 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 638 600 937 636 600 886 1467 - - 1412 - - Stage 1 880 793 - 816 746 - - - - - - - Stage 2 811 742 - 873 789 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 625 592 937 620 592 886 1467 - - 1412 - - Mov Cap-2 Maneuver 625 592 - 620 592 - - - - - - - Stage 1 871 791 - 808 739 - - - - - - - Stage 2 795 735 - 857 787 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.8 9.7 0.6 0.3 HCM LOS A A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1467 - - 778 775 1412 - - HCM Lane V/C Ratio 0.009 - - 0.031 0.017 0.003 - - HCM Control Delay (s) 7.5 0 - 9.8 9.7 7.6 0 - HCM Lane LOS A A - AAAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.1 0 - - 147 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 78 29 33 208 9 32 17 20 15 42 17 Future Vol, veh/h 9 78 29 33 208 9 32 17 20 15 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 92 34 39 245 11 38 20 24 18 49 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 255 0 0 126 0 0 492 463 109 480 475 250 Stage 1 - - - - - - 130 130 - 328 328 - Stage 2 - - - - - - 362 333 - 152 147 - 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 1310 - - 1460 - - 487 496 945 496 488 789 Stage 1 - - - - - - 874 789 - 685 647 - Stage 2 - - - - - - 657 644 - 850 775 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1310 - - 1460 - - 423 476 945 454 469 789 Mov Cap-2 Maneuver - - - - - - 423 476 - 454 469 - Stage 1 - - - - - - 866 782 - 679 627 - Stage 2 - - - - - - 572 624 - 800 768 - Approach EB WB NB SB HCM Control Delay, s 0.6 1 13.2 13.4 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 521 1310 - - 1460 - - 513 HCM Lane V/C Ratio 0.156 0.008 - - 0.027 - - 0.17 HCM Control Delay (s) 13.2 7.8 0 - 7.5 0 - 13.4 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.5 0 - - 0.1 - - 0.6 148 HCM 2010 TWSC 7: Redwood & Conifer No Suniga Road Connection short total pm Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 205 43 34 174 20 47 57 57 17 36 17 Future Vol, veh/h 20 205 43 34 174 20 47 57 57 17 36 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 21 214 45 35 181 21 49 59 59 18 38 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 202 0 0 258 0 0 568 551 236 600 563 192 Stage 1 - - - - - - 278 278 - 263 263 - Stage 2 - - - - - - 290 273 - 337 300 - 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 1370 - - 1307 - - 434 442 803 413 435 850 Stage 1 - - - - - - 728 680 - 742 691 - Stage 2 - - - - - - 718 684 - 677 666 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1370 - - 1307 - - 381 421 803 329 414 850 Mov Cap-2 Maneuver - - - - - - 381 421 - 329 414 - Stage 1 - - - - - - 715 668 - 729 670 - Stage 2 - - - - - - 644 663 - 561 654 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.2 16.2 14.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 488 1370 - - 1307 - - 441 HCM Lane V/C Ratio 0.344 0.015 - - 0.027 - - 0.165 HCM Control Delay (s) 16.2 7.7 0 - 7.8 0 - 14.8 HCM Lane LOS C A A - A A - B HCM 95th %tile Q(veh) 1.5 0 - - 0.1 - - 0.6 149 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 0.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 109 4 8 242 8 11 Future Vol, veh/h 109 4 8 242 8 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 128 5 9 285 9 13 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 133 0 435 131 Stage 1 - - - - 131 - Stage 2 - - - - 304 - 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 - - 1452 - 578 919 Stage 1 - - - - 895 - Stage 2 - - - - 748 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1452 - 574 919 Mov Cap-2 Maneuver - - - - 574 - Stage 1 - - - - 895 - Stage 2 - - - - 743 - Approach EB WB NB HCM Control Delay, s 0 0.2 10.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 733 - - 1452 - HCM Lane V/C Ratio 0.03 - - 0.006 - HCM Control Delay (s) 10.1 - - 7.5 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 150 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 0.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 264 15 29 221 7 10 Future Vol, veh/h 264 15 29 221 7 10 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 311 18 34 260 8 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 328 0 647 319 Stage 1 - - - - 319 - Stage 2 - - - - 328 - 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 - - 1232 - 436 722 Stage 1 - - - - 737 - Stage 2 - - - - 730 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1232 - 422 722 Mov Cap-2 Maneuver - - - - 422 - Stage 1 - - - - 737 - Stage 2 - - - - 707 - Approach EB WB NB HCM Control Delay, s 0 0.9 11.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 559 - - 1232 - HCM Lane V/C Ratio 0.036 - - 0.028 - HCM Control Delay (s) 11.7 - - 8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0.1 - 151 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) 129 30 817 35 14 1228 Future Volume (veh/h) 129 30 817 35 14 1228 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 152 -1 961 9 16 1445 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 213 190 2761 1235 493 2761 Arrive On Green 0.12 0.00 0.78 0.78 0.78 0.78 Sat Flow, veh/h 1774 1583 3632 1583 577 3632 Grp Volume(v), veh/h 152 -1 961 9 16 1445 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 577 1770 Q Serve(g_s), s 6.6 0.0 6.6 0.1 0.7 12.1 Cycle Q Clear(g_c), s 6.6 0.0 6.6 0.1 7.2 12.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 213 190 2761 1235 493 2761 V/C Ratio(X) 0.71 -0.01 0.35 0.01 0.03 0.52 Avail Cap(c_a), veh/h 510 455 2761 1235 493 2761 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 33.9 0.0 2.7 1.9 3.8 3.3 Incr Delay (d2), s/veh 4.4 0.0 0.3 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 3.5 0.0 3.2 0.0 0.1 6.1 LnGrp Delay(d),s/veh 38.3 0.0 3.0 2.0 3.9 4.0 LnGrp LOS D AAAA Approach Vol, veh/h 151 970 1461 Approach Delay, s/veh 38.5 3.0 4.0 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 66.4 66.4 13.6 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 14.1 8.6 8.6 Green Ext Time (p_c), s 23.6 26.2 0.3 Intersection Summary HCM 2010 Ctrl Delay 5.6 HCM 2010 LOS A 152 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 153 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) 82 45 1463 150 43 1275 Future Volume (veh/h) 82 45 1463 150 43 1275 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 96 28 1721 74 51 1500 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 156 140 2873 1285 256 2873 Arrive On Green 0.09 0.09 0.81 0.81 0.81 0.81 Sat Flow, veh/h 1774 1583 3632 1583 262 3632 Grp Volume(v), veh/h 96 28 1721 74 51 1500 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 262 1770 Q Serve(g_s), s 4.2 1.3 14.2 0.7 7.1 11.1 Cycle Q Clear(g_c), s 4.2 1.3 14.2 0.7 21.3 11.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 156 140 2873 1285 256 2873 V/C Ratio(X) 0.61 0.20 0.60 0.06 0.20 0.52 Avail Cap(c_a), veh/h 577 515 2873 1285 256 2873 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 35.2 33.9 2.8 1.5 6.7 2.5 Incr Delay (d2), s/veh 3.9 0.7 0.9 0.1 1.7 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 2.2 0.6 7.1 0.3 0.6 5.5 LnGrp Delay(d),s/veh 39.0 34.6 3.7 1.6 8.4 3.1 LnGrp LOS D C AAAA Approach Vol, veh/h 124 1795 1551 Approach Delay, s/veh 38.0 3.6 3.3 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 69.0 69.0 11.0 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 23.3 16.2 6.2 Green Ext Time (p_c), s 20.3 26.4 0.3 Intersection Summary HCM 2010 Ctrl Delay 4.7 HCM 2010 LOS A 154 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 155 APPENDIX J 156 157 158 159 APPENDIX K 160 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Retreat at Fort Collins 161 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 162 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Retreat at Fort Collins 163 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 4 164 400 500 600 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