Loading...
HomeMy WebLinkAboutTHE RETREAT AT FORT COLLINS (FORMERLY REDWOOD STREET MULTI-FAMILY) - PDP - PDP180002 - SUBMITTAL DOCUMENTS - ROUND 1 - 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 212 VPH AM 2150 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3082 VPH WB PM 156 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 212 VPH AM 2150 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3082 VPH WB PM 156 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 212 VPH AM 2150 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3082 VPH WB PM 156 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 212 VPH AM 2150 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3082 VPH WB PM 156 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 212 VPH AM 2150 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3082 VPH WB PM 156 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 212 VPH AM 2150 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3082 VPH WB PM 156 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 140 VPH AM 1060 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1275 VPH WB 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 WB AM 140 VPH AM 1060 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1275 VPH WB PM 375 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 140 VPH AM 1060 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1275 VPH WB PM 375 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 TWSC 8: Suniga & Northfield Access short background am Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 8 91 112 4 20 37 Future Vol, veh/h 8 91 112 4 20 37 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 107 132 5 24 44 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 136 0 - 0 206 68 Stage 1 - - - - 134 - Stage 2 - - - - 72 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1446 - - - 763 981 Stage 1 - - - - 878 - Stage 2 - - - - 942 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1446 - - - 758 981 Mov Cap-2 Maneuver - - - - 758 - Stage 1 - - - - 878 - Stage 2 - - - - 936 - Approach EB WB SB HCM Control Delay, s 0.6 0 9.4 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1446 - - - 889 HCM Lane V/C Ratio 0.007 - - - 0.075 HCM Control Delay (s) 7.5 - - - 9.4 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.2 50 HCM 2010 TWSC 8: Suniga & Northfield short background pm Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 32 153 116 15 11 20 Future Vol, veh/h 32 153 116 15 11 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 38 180 136 18 13 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 154 0 - 0 310 77 Stage 1 - - - - 145 - Stage 2 - - - - 165 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1424 - - - 658 968 Stage 1 - - - - 867 - Stage 2 - - - - 847 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1424 - - - 640 968 Mov Cap-2 Maneuver - - - - 640 - Stage 1 - - - - 867 - Stage 2 - - - - 824 - Approach EB WB SB HCM Control Delay, s 1.3 0 9.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1424 - - - 819 HCM Lane V/C Ratio 0.026 - - - 0.045 HCM Control Delay (s) 7.6 - - - 9.6 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0.1 - - - 0.1 51 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 52 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 53 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 54 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 55 APPENDIX F 56 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 57 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 58 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 59 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 60 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 61 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 62 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 63 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 64 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 65 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 66 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 - - 67 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 - - 68 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 69 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 70 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 71 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 72 HCM 2010 TWSC 8: Northfield Access & Suniga Long background AM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 375 5 5 520 5 15 0 10 15 0 65 Future Vol, veh/h 20 375 5 5 520 5 15 0 10 15 0 65 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 395 5 5 547 5 16 0 11 16 0 68 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 553 0 0 400 0 0 723 1002 200 800 1003 276 Stage 1 - - - - - - 439 439 - 561 561 - Stage 2 - - - - - - 284 563 - 239 442 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1013 - - 1155 - - 314 241 808 276 241 721 Stage 1 - - - - - - 567 576 - 480 508 - Stage 2 - - - - - - 699 507 - 743 575 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1013 - - 1155 - - 279 235 808 267 235 721 Mov Cap-2 Maneuver - - - - - - 279 235 - 267 235 - Stage 1 - - - - - - 555 564 - 470 506 - Stage 2 - - - - - - 630 505 - 718 563 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.1 15.2 12.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 378 1013 - - 1155 - - 547 HCM Lane V/C Ratio 0.07 0.021 - - 0.005 - - 0.154 HCM Control Delay (s) 15.2 8.6 - - 8.1 - - 12.8 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.5 73 HCM 2010 TWSC 8: Northfield Access & Suniga Long background PM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 65 570 15 10 500 15 10 0 5 10 0 40 Future Vol, veh/h 65 570 15 10 500 15 10 0 5 10 0 40 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 68 600 16 11 526 16 11 0 5 11 0 42 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 542 0 0 616 0 0 1029 1308 308 992 1308 271 Stage 1 - - - - - - 745 745 - 555 555 - Stage 2 - - - - - - 284 563 - 437 753 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1023 - - 960 - - 188 158 688 200 158 727 Stage 1 - - - - - - 372 419 - 484 511 - Stage 2 - - - - - - 699 507 - 568 416 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1023 - - 960 - - 167 146 688 187 146 727 Mov Cap-2 Maneuver - - - - - - 167 146 - 187 146 - Stage 1 - - - - - - 347 391 - 452 505 - Stage 2 - - - - - - 651 501 - 526 388 - Approach EB WB NB SB HCM Control Delay, s 0.9 0.2 22.4 13.8 HCM LOS C B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 223 1023 - - 960 - - 461 HCM Lane V/C Ratio 0.071 0.067 - - 0.011 - - 0.114 HCM Control Delay (s) 22.4 8.8 - - 8.8 - - 13.8 HCM Lane LOS C A - - A - - B HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 0.4 74 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 75 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 76 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 77 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 78 APPENDIX G 79 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 51 363 70 62 721 49 Future Volume (veh/h) 15 145 106 154 268 126 51 363 70 62 721 49 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1832 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 17 167 98 177 308 128 59 417 77 71 829 54 Adj No. of Lanes 110110010010 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 255255222222 Cap, veh/h 135 223 131 295 334 139 94 642 113 96 936 60 Arrive On Green 0.02 0.21 0.21 0.09 0.27 0.27 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 1774 1074 630 1774 1217 506 99 1092 193 104 1592 102 Grp Volume(v), veh/h 17 0 265 177 0 436 553 0 0 954 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1704 1774 0 1722 1383 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 26.8 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 16.1 8.3 0.0 27.0 24.1 0.0 0.0 50.9 0.0 0.0 Prop In Lane 1.00 0.37 1.00 0.29 0.11 0.14 0.07 0.06 Lane Grp Cap(c), veh/h 135 0 353 295 0 473 849 0 0 1092 0 0 V/C Ratio(X) 0.13 0.00 0.75 0.60 0.00 0.92 0.65 0.00 0.00 0.87 0.00 0.00 Avail Cap(c_a), veh/h 206 0 426 295 0 478 849 0 0 1092 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 13.6 0.0 0.0 19.5 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 5.9 3.4 0.0 23.4 3.9 0.0 0.0 9.7 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 8.2 4.4 0.0 15.9 11.4 0.0 0.0 28.1 0.0 0.0 LnGrp Delay(d),s/veh 35.0 0.0 46.8 33.7 0.0 62.1 17.5 0.0 0.0 29.2 0.0 0.0 LnGrp LOS D D C E B C Approach Vol, veh/h 282 613 553 954 Approach Delay, s/veh 46.1 53.9 17.5 29.2 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 52.9 10.3 18.1 26.1 2.8 29.0 Green Ext Time (p_c), s 3.6 0.0 1.7 8.6 0.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 34.8 HCM 2010 LOS C 80 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 81 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine short total pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 295 94 92 218 174 90 917 188 112 630 33 Future Volume (veh/h) 52 295 94 92 218 174 90 917 188 112 630 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1822 1824 1863 1833 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 53 298 85 93 220 153 91 926 183 113 636 32 Adj No. of Lanes 110110010010 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 255255222222 Cap, veh/h 134 254 73 163 203 141 87 709 137 103 521 25 Arrive On Green 0.04 0.19 0.19 0.06 0.20 0.20 0.65 0.65 0.65 0.65 0.65 0.65 Sat Flow, veh/h 1774 1357 387 1774 996 693 85 1091 211 106 802 39 Grp Volume(v), veh/h 53 0 383 93 0 373 1200 0 0 781 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1744 1774 0 1689 1387 0 0 947 0 0 Q Serve(g_s), s 2.8 0.0 22.5 5.0 0.0 24.5 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.8 0.0 22.5 5.0 0.0 24.5 78.0 0.0 0.0 78.0 0.0 0.0 Prop In Lane 1.00 0.22 1.00 0.41 0.08 0.15 0.14 0.04 Lane Grp Cap(c), veh/h 134 0 327 163 0 345 934 0 0 650 0 0 V/C Ratio(X) 0.39 0.00 1.17 0.57 0.00 1.08 1.29 0.00 0.00 1.20 0.00 0.00 Avail Cap(c_a), veh/h 163 0 327 163 0 345 934 0 0 650 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 38.8 0.0 48.8 38.1 0.0 47.8 20.6 0.0 0.0 18.9 0.0 0.0 Incr Delay (d2), s/veh 1.9 0.0 104.9 4.6 0.0 72.4 136.5 0.0 0.0 105.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 20.3 2.6 0.0 18.3 66.3 0.0 0.0 40.4 0.0 0.0 LnGrp Delay(d),s/veh 40.7 0.0 153.6 42.7 0.0 120.1 157.1 0.0 0.0 123.9 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 436 466 1200 781 Approach Delay, s/veh 139.9 104.7 157.1 123.9 Approach LOS FFFF Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 82.0 11.0 27.0 82.0 9.0 29.0 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 77.0 6.0 21.5 77.0 6.0 21.5 Max Q Clear Time (g_c+I1), s 80.0 7.0 24.5 80.0 4.8 26.5 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 137.1 HCM 2010 LOS F 82 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 83 HCM 2010 TWSC 2: Lemay & Suniga short total am Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 34 115 63 451 705 56 Future Vol, veh/h 34 115 63 451 705 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 40 135 74 531 829 66 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1541 862 895 0 - 0 Stage 1 862 - - - - - Stage 2 679 - - - - - 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 127 355 758 - - - Stage 1 414 - - - - - Stage 2 504 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 115 355 758 - - - Mov Cap-2 Maneuver 250 - - - - - Stage 1 414 - - - - - Stage 2 455 - - - - - Approach EB NB SB HCM Control Delay, s 21.5 1.3 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 758 - 250 355 - - HCM Lane V/C Ratio 0.098 - 0.16 0.381 - - HCM Control Delay (s) 10.3 - 22.1 21.3 - - HCM Lane LOS B - C C - - HCM 95th %tile Q(veh) 0.3 - 0.6 1.7 - - 84 HCM 2010 TWSC 2: Lemay & Suniga short total pm Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 5.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 74 112 151 923 651 59 Future Vol, veh/h 74 112 151 923 651 59 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 200 - - - Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 87 132 178 1086 766 69 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2242 801 835 0 - 0 Stage 1 801 - - - - - Stage 2 1441 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver ~ 46 384 798 - - - Stage 1 442 - - - - - Stage 2 218 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 36 384 798 - - - Mov Cap-2 Maneuver 124 - - - - - Stage 1 442 - - - - - Stage 2 169 - - - - - Approach EB NB SB HCM Control Delay, s 44.9 1.5 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 798 - 124 384 - - HCM Lane V/C Ratio 0.223 - 0.702 0.343 - - HCM Control Delay (s) 10.8 - 83.9 19.2 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 0.8 - 3.9 1.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 85 HCM 2010 AWSC 3: Linden/Redwood & Vine short total am Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 12.9 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 3 197 35 0 77 234 23 0 17 45 54 Future Vol, veh/h 0 3 197 35 0 77 234 23 0 17 45 54 Peak Hour Factor 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 222222222222 Mvmt Flow 0 3 214 38 0 84 254 25 0 18 49 59 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 12 14.8 10.4 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 1% 23% 26% Vol Thru, % 39% 84% 70% 60% Vol Right, % 47% 15% 7% 14% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 116 235 334 209 LT Vol 17 3 77 54 Through Vol 45 197 234 126 RT Vol 54 35 23 29 Lane Flow Rate 126 255 363 227 Geometry Grp 1111 Degree of Util (X) 0.204 0.389 0.545 0.367 Departure Headway (Hd) 5.818 5.48 5.4 5.815 Convergence, Y/N Yes Yes Yes Yes Cap 613 654 664 616 Service Time 3.894 3.543 3.456 3.881 HCM Lane V/C Ratio 0.206 0.39 0.547 0.369 HCM Control Delay 10.4 12 14.8 12.3 HCM Lane LOS BBBB HCM 95th-tile Q 0.8 1.8 3.3 1.7 86 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 54 126 29 Future Vol, veh/h 0 54 126 29 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 59 137 32 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 12.3 HCM LOS B 87 HCM 2010 AWSC 3: Linden/Redwood & Vine short total pm Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 25.5 Intersection LOS D Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 30 271 45 0 56 229 41 0 46 157 176 Future Vol, veh/h 0 30 271 45 0 56 229 41 0 46 157 176 Peak Hour Factor 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 0.85 0.92 0.92 0.92 Heavy Vehicles, % 222222222222 Mvmt Flow 0 33 295 49 0 61 249 45 0 50 171 191 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 26.6 24.7 29.5 HCM LOS D C D Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 12% 9% 17% 26% Vol Thru, % 41% 78% 70% 57% Vol Right, % 46% 13% 13% 16% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 379 346 326 160 LT Vol 46 30 56 42 Through Vol 157 271 229 92 RT Vol 176 45 41 26 Lane Flow Rate 412 376 354 174 Geometry Grp 1111 Degree of Util (X) 0.775 0.728 0.694 0.374 Departure Headway (Hd) 6.77 6.971 7.047 7.738 Convergence, Y/N Yes Yes Yes Yes Cap 531 515 510 463 Service Time 4.836 5.043 5.118 5.828 HCM Lane V/C Ratio 0.776 0.73 0.694 0.376 HCM Control Delay 29.5 26.6 24.7 15.4 HCM Lane LOS DDCC HCM 95th-tile Q 7 6 5.3 1.7 88 HCM 2010 AWSC 3: Linden/Redwood & Vine short total pm Synchro 9 Light Report Page 5 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 42 92 26 Future Vol, veh/h 0 42 92 26 Peak Hour Factor 0.85 0.92 0.92 0.92 Heavy Vehicles, % 2222 Mvmt Flow 0 46 100 28 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 15.4 HCM LOS C 89 HCM 2010 TWSC 4: Redwood & Suniga short total am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 6.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 33 56 30 55 116 19 8 42 12 26 56 68 Future Vol, veh/h 33 56 30 55 116 19 8 42 12 26 56 68 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 38 65 35 64 135 22 9 49 14 30 65 79 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 135 0 0 65 0 0 477 405 65 436 405 135 Stage 1 - - - - - - 142 142 - 263 263 - Stage 2 - - - - - - 335 263 - 173 142 - 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 1449 - - 1537 - - 498 535 999 531 535 914 Stage 1 - - - - - - 861 779 - 742 691 - Stage 2 - - - - - - 679 691 - 829 779 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1449 - - 1537 - - 389 499 999 460 499 914 Mov Cap-2 Maneuver - - - - - - 389 499 - 460 499 - Stage 1 - - - - - - 838 759 - 723 662 - Stage 2 - - - - - - 536 662 - 745 759 - Approach EB WB NB SB HCM Control Delay, s 2.1 2.2 12.8 13.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 531 1449 - - 1537 - - 617 HCM Lane V/C Ratio 0.136 0.026 - - 0.042 - - 0.283 HCM Control Delay (s) 12.8 7.6 - - 7.4 - - 13.1 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.5 0.1 - - 0.1 - - 1.2 90 HCM 2010 TWSC 4: Redwood & Suniga short total pm Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 16.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 134 120 16 37 118 19 32 142 44 28 67 53 Future Vol, veh/h 134 120 16 37 118 19 32 142 44 28 67 53 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 156 140 19 43 137 22 37 165 51 33 78 62 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 137 0 0 140 0 0 744 674 140 782 674 137 Stage 1 - - - - - - 451 451 - 223 223 - Stage 2 - - - - - - 293 223 - 559 451 - 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 1447 - - 1443 - - 331 376 908 312 376 911 Stage 1 - - - - - - 588 571 - 780 719 - Stage 2 - - - - - - 715 719 - 513 571 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1447 - - 1443 - - 227 325 908 160 325 911 Mov Cap-2 Maneuver - - - - - - 227 325 - 160 325 - Stage 1 - - - - - - 525 509 - 696 698 - Stage 2 - - - - - - 575 698 - 292 509 - Approach EB WB NB SB HCM Control Delay, s 3.9 1.6 38.6 26.3 HCM LOS E D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 348 1447 - - 1443 - - 337 HCM Lane V/C Ratio 0.728 0.108 - - 0.03 - - 0.511 HCM Control Delay (s) 38.6 7.8 - - 7.6 - - 26.3 HCM Lane LOS E A - - A - - D HCM 95th %tile Q(veh) 5.5 0.4 - - 0.1 - - 2.8 91 HCM 2010 AWSC 5: Redwood & R-in/R-out short total am Synchro 9 Light Report Page 7 Intersection Intersection Delay, s/veh 7.8 Intersection LOS A Movement WBU WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 4 0 81 13 0 0 150 Future Vol, veh/h 0 0 4 0 81 13 0 0 150 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 22222 Mvmt Flow 0 0 5 0 95 15 0 0 176 Number of Lanes 0 0 1 0 10001 Approach WB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 7 7.6 8 HCM LOS A A A Lane NBLn1 WBLn1 SBLn1 Vol Left, % 0% 0% 0% Vol Thru, % 86% 0% 100% Vol Right, % 14% 100% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 94 4 150 LT Vol 0 0 0 Through Vol 81 0 150 RT Vol 13 4 0 Lane Flow Rate 111 5 176 Geometry Grp 1 1 1 Degree of Util (X) 0.123 0.005 0.197 Departure Headway (Hd) 3.99 3.94 4.024 Convergence, Y/N Yes Yes Yes Cap 896 914 893 Service Time 2.025 1.94 2.047 HCM Lane V/C Ratio 0.124 0.005 0.197 HCM Control Delay 7.6 7 8 HCM Lane LOS A A A HCM 95th-tile Q 0.4 0 0.7 92 HCM 2010 AWSC 5: Redwood & R-in/R-out short total pm Synchro 9 Light Report Page 7 Intersection Intersection Delay, s/veh 8.9 Intersection LOS A Movement WBU WBL WBR NBU NBT NBR SBU SBL SBT Lane Configurations Traffic Vol, veh/h 0 0 4 0 233 62 0 0 58 Future Vol, veh/h 0 0 4 0 233 62 0 0 58 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2 2 2 2 22222 Mvmt Flow 0 0 5 0 274 73 0 0 68 Number of Lanes 0 0 1 0 10001 Approach WB NB SB Opposing Approach SB NB Opposing Lanes 0 1 1 Conflicting Approach Left NB WB Conflicting Lanes Left 1 0 1 Conflicting Approach Right SB WB Conflicting Lanes Right 1 1 0 HCM Control Delay 7.2 9.2 7.6 HCM LOS A A A Lane NBLn1 WBLn1 SBLn1 Vol Left, % 0% 0% 0% Vol Thru, % 79% 0% 100% Vol Right, % 21% 100% 0% Sign Control Stop Stop Stop Traffic Vol by Lane 295 4 58 LT Vol 0 0 0 Through Vol 233 0 58 RT Vol 62 4 0 Lane Flow Rate 347 5 68 Geometry Grp 1 1 1 Degree of Util (X) 0.373 0.005 0.08 Departure Headway (Hd) 3.867 4.194 4.199 Convergence, Y/N Yes Yes Yes Cap 934 858 847 Service Time 1.884 2.194 2.255 HCM Lane V/C Ratio 0.372 0.006 0.08 HCM Control Delay 9.2 7.2 7.6 HCM Lane LOS A A A HCM 95th-tile Q 1.7 0 0.3 93 HCM 2010 TWSC 6: Redwood & Lupine short total am Synchro 9 Light Report Page 8 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 4 0 11 44 1 14 3 68 13 7 95 7 Future Vol, veh/h 4 0 11 44 1 14 3 68 13 7 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 49 1 16 3 76 14 8 106 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 223 222 109 220 218 83 113 0 0 90 0 0 Stage 1 125 125 - 89 89 - - - - - - - Stage 2 98 97 - 131 129 - - - - - - - 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 733 677 945 736 680 976 1476 - - 1505 - - Stage 1 879 792 - 918 821 - - - - - - - Stage 2 908 815 - 873 789 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 716 672 945 722 675 976 1476 - - 1505 - - Mov Cap-2 Maneuver 716 672 - 722 675 - - - - - - - Stage 1 877 787 - 916 819 - - - - - - - Stage 2 891 813 - 857 784 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.2 10.1 0.3 0.5 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1476 - - 871 769 1505 - - HCM Lane V/C Ratio 0.002 - - 0.019 0.085 0.005 - - HCM Control Delay (s) 7.4 0 - 9.2 10.1 7.4 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - - 94 HCM 2010 TWSC 6: Redwood & Lupine short total pm Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 0 13 36 0 18 12 160 61 27 99 11 Future Vol, veh/h 9 0 13 36 0 18 12 160 61 27 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 40 0 20 13 178 68 30 110 12 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 424 448 116 421 420 212 122 0 0 246 0 0 Stage 1 176 176 - 238 238 - - - - - - - Stage 2 248 272 - 183 182 - - - - - - - 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 540 506 936 543 525 828 1465 - - 1320 - - Stage 1 826 753 - 765 708 - - - - - - - Stage 2 756 685 - 819 749 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 513 489 936 521 507 828 1465 - - 1320 - - Mov Cap-2 Maneuver 513 489 - 521 507 - - - - - - - Stage 1 818 735 - 757 701 - - - - - - - Stage 2 730 678 - 787 731 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 10.3 11.7 0.4 1.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1465 - - 700 594 1320 - - HCM Lane V/C Ratio 0.009 - - 0.035 0.101 0.023 - - HCM Control Delay (s) 7.5 0 - 10.3 11.7 7.8 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0.1 - - 95 HCM 2010 TWSC 7: Redwood & Conifer short total am Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 75 32 34 202 8 40 25 22 15 43 17 Future Vol, veh/h 9 75 32 34 202 8 40 25 22 15 43 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 38 40 238 9 47 29 26 18 51 20 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 247 0 0 126 0 0 486 455 107 478 469 242 Stage 1 - - - - - - 128 128 - 322 322 - Stage 2 - - - - - - 358 327 - 156 147 - 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 1319 - - 1460 - - 492 501 947 498 492 797 Stage 1 - - - - - - 876 790 - 690 651 - Stage 2 - - - - - - 660 648 - 846 775 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1319 - - 1460 - - 427 481 947 448 472 797 Mov Cap-2 Maneuver - - - - - - 427 481 - 448 472 - Stage 1 - - - - - - 868 783 - 684 630 - Stage 2 - - - - - - 573 627 - 785 768 - Approach EB WB NB SB HCM Control Delay, s 0.6 1 13.7 13.5 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 515 1319 - - 1460 - - 514 HCM Lane V/C Ratio 0.199 0.008 - - 0.027 - - 0.172 HCM Control Delay (s) 13.7 7.8 0 - 7.5 0 - 13.5 HCM Lane LOS B A A - A A - B HCM 95th %tile Q(veh) 0.7 0 - - 0.1 - - 0.6 96 HCM 2010 TWSC 7: Redwood & Conifer short total pm Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 6.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 194 52 40 169 19 60 71 56 15 45 17 Future Vol, veh/h 20 194 52 40 169 19 60 71 56 15 45 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 54 42 176 20 63 74 58 16 47 18 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 196 0 0 256 0 0 573 550 229 606 567 186 Stage 1 - - - - - - 271 271 - 269 269 - Stage 2 - - - - - - 302 279 - 337 298 - 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 - - 1309 - - 430 443 810 409 433 856 Stage 1 - - - - - - 735 685 - 737 687 - Stage 2 - - - - - - 707 680 - 677 667 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1377 - - 1309 - - 369 419 810 315 410 856 Mov Cap-2 Maneuver - - - - - - 369 419 - 315 410 - Stage 1 - - - - - - 722 673 - 724 662 - Stage 2 - - - - - - 620 656 - 549 655 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.4 18.2 15.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 466 1377 - - 1309 - - 434 HCM Lane V/C Ratio 0.418 0.015 - - 0.032 - - 0.185 HCM Control Delay (s) 18.2 7.7 0 - 7.8 0 - 15.2 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 2 0 - - 0.1 - - 0.7 97 HCM 2010 TWSC 8: Suniga & Northfield Access short total am Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 3.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 9 95 116 14 55 39 Future Vol, veh/h 9 95 116 14 55 39 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 112 136 16 65 46 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 153 0 - 0 222 76 Stage 1 - - - - 145 - Stage 2 - - - - 77 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1425 - - - 746 970 Stage 1 - - - - 867 - Stage 2 - - - - 937 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1425 - - - 740 970 Mov Cap-2 Maneuver - - - - 740 - Stage 1 - - - - 867 - Stage 2 - - - - 930 - Approach EB WB SB HCM Control Delay, s 0.7 0 10.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1425 - - - 821 HCM Lane V/C Ratio 0.007 - - - 0.135 HCM Control Delay (s) 7.5 - - - 10.1 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.5 98 HCM 2010 TWSC 8: Suniga & Northfield Access short total pm Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 35 157 131 66 44 22 Future Vol, veh/h 35 157 131 66 44 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 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 41 185 154 78 52 26 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 232 0 - 0 368 116 Stage 1 - - - - 193 - Stage 2 - - - - 175 - Critical Hdwy 4.14 - - - 7.54 6.94 Critical Hdwy Stg 1 - - - - 6.54 - Critical Hdwy Stg 2 - - - - 6.54 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1333 - - - 563 914 Stage 1 - - - - 790 - Stage 2 - - - - 810 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1333 - - - 550 914 Mov Cap-2 Maneuver - - - - 550 - Stage 1 - - - - 766 - Stage 2 - - - - 785 - Approach EB WB SB HCM Control Delay, s 1.4 0 11.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1333 - - - 634 HCM Lane V/C Ratio 0.031 - - - 0.122 HCM Control Delay (s) 7.8 - - - 11.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0.1 - - - 0.4 99 HCM 2010 TWSC 9: Suniga & R-in/R-out short total am Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 104 151 4 0 39 Future Vol, veh/h 0 104 151 4 0 39 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 122 178 5 0 46 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 91 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 949 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 949 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 949 HCM Lane V/C Ratio - - - 0.048 HCM Control Delay (s) - - - 9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.2 100 HCM 2010 TWSC 9: Suniga & R-in/R-out short total pm Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 192 138 15 0 36 Future Vol, veh/h 0 192 138 15 0 36 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 0 226 162 18 0 42 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 90 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 - - - 0 950 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 950 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 9 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 950 HCM Lane V/C Ratio - - - 0.045 HCM Control Delay (s) - - - 9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 101 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) 212 63 814 71 42 1223 Future Volume (veh/h) 212 63 814 71 42 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 249 6 958 52 49 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 315 281 2557 1144 434 2557 Arrive On Green 0.18 0.18 0.72 0.72 0.72 0.72 Sat Flow, veh/h 1774 1583 3632 1583 556 3632 Grp Volume(v), veh/h 249 6 958 52 49 1439 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 556 1770 Q Serve(g_s), s 10.7 0.3 8.2 0.8 2.9 15.2 Cycle Q Clear(g_c), s 10.7 0.3 8.2 0.8 11.2 15.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 315 281 2557 1144 434 2557 V/C Ratio(X) 0.79 0.02 0.37 0.05 0.11 0.56 Avail Cap(c_a), veh/h 510 455 2557 1144 434 2557 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 31.5 27.2 4.2 3.2 6.4 5.2 Incr Delay (d2), s/veh 4.5 0.0 0.4 0.1 0.5 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.6 0.1 4.1 0.4 0.5 7.5 LnGrp Delay(d),s/veh 35.9 27.2 4.6 3.3 6.9 6.1 LnGrp LOS D C AAAA Approach Vol, veh/h 255 1010 1488 Approach Delay, s/veh 35.7 4.6 6.1 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 61.8 61.8 18.2 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 17.2 10.2 12.7 Green Ext Time (p_c), s 22.6 26.1 0.5 Intersection Summary HCM 2010 Ctrl Delay 8.3 HCM 2010 LOS A 102 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 45 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 103 HCM 2010 Signalized Intersection Summary 10: College (US 287 & State 14) & Suniga short total pm Synchro 9 Light Report Page 12 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 156 89 1454 265 92 1271 Future Volume (veh/h) 156 89 1454 265 92 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 184 80 1711 210 108 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 256 229 2674 1196 212 2674 Arrive On Green 0.14 0.14 0.76 0.76 0.76 0.76 Sat Flow, veh/h 1774 1583 3632 1583 232 3632 Grp Volume(v), veh/h 184 80 1711 210 108 1495 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 232 1770 Q Serve(g_s), s 7.9 3.6 18.3 3.0 33.1 14.3 Cycle Q Clear(g_c), s 7.9 3.6 18.3 3.0 51.4 14.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 256 229 2674 1196 212 2674 V/C Ratio(X) 0.72 0.35 0.64 0.18 0.51 0.56 Avail Cap(c_a), veh/h 577 515 2674 1196 212 2674 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 30.8 4.6 2.8 16.8 4.1 Incr Delay (d2), s/veh 3.7 0.9 1.2 0.3 8.5 0.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.2 1.7 9.2 1.4 2.6 7.2 LnGrp Delay(d),s/veh 36.4 31.7 5.8 3.1 25.3 5.0 LnGrp LOS D C A A C A Approach Vol, veh/h 264 1921 1603 Approach Delay, s/veh 35.0 5.5 6.4 Approach LOS C A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 64.4 64.4 15.6 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 45.0 45.0 25.0 Max Q Clear Time (g_c+I1), s 53.4 20.3 9.9 Green Ext Time (p_c), s 0.0 23.4 0.7 Intersection Summary HCM 2010 Ctrl Delay 7.9 HCM 2010 LOS A 104 Timing Report, Sorted By Phase 10: College (US 287 & State 14) & Suniga short total pm Synchro 9 Light Report Page 13 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 50 50 30 Maximum Split (%) 62.5% 62.5% 37.5% Minimum Split (s) 15 15 15 Yellow Time (s) 3 3 3 All-Red Time (s) 2 2 2 Minimum Initial (s) 4 4 4 Vehicle Extension (s) 3 3 3 Minimum Gap (s) 3 3 3 Time Before Reduce (s) 0 0 0 Time To Reduce (s) 0 0 0 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 30 30 0 End Time (s) 0 0 30 Yield/Force Off (s) 75 75 25 Yield/Force Off 170(s) 75 75 25 Local Start Time (s) 30 30 0 Local Yield (s) 75 75 25 Local Yield 170(s) 75 75 25 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 10: College (US 287 & State 14) & Suniga 105 APPENDIX H 106 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) 40 260 175 160 280 135 160 535 30 85 940 90 Future Volume (veh/h) 40 260 175 160 280 135 160 535 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 42 274 16 168 295 24 168 563 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 234 409 183 284 650 291 411 2186 978 587 2117 947 Arrive On Green 0.04 0.12 0.12 0.10 0.18 0.18 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 42 274 16 168 295 24 168 563 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 2.7 9.7 1.2 10.5 9.7 1.6 4.6 9.5 0.0 2.5 20.4 0.3 Cycle Q Clear(g_c), s 2.7 9.7 1.2 10.5 9.7 1.6 4.6 9.5 0.0 2.5 20.4 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 234 409 183 284 650 291 411 2186 978 587 2117 947 V/C Ratio(X) 0.18 0.67 0.09 0.59 0.45 0.08 0.41 0.26 0.00 0.15 0.47 0.01 Avail Cap(c_a), veh/h 265 567 254 330 838 375 534 2186 978 610 2117 947 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 48.3 55.5 51.7 43.0 47.6 44.3 10.6 11.4 0.0 9.2 14.7 10.6 Incr Delay (d2), s/veh 0.4 1.9 0.2 2.1 0.5 0.1 0.7 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 1.3 4.9 0.5 5.3 4.8 0.7 2.3 4.7 0.0 1.2 10.1 0.1 LnGrp Delay(d),s/veh 48.7 57.4 52.0 45.1 48.1 44.4 11.3 11.7 0.0 9.3 15.4 10.7 LnGrp LOS D E DDDDBB ABB Approach Vol, veh/h 332 487 731 1087 Approach Delay, s/veh 56.1 46.9 11.6 14.9 Approach LOS E D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.9 82.4 17.6 19.2 9.3 84.9 8.7 28.1 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 6.6 22.4 12.5 11.7 4.5 11.5 4.7 11.7 Green Ext Time (p_c), s 0.3 15.1 0.1 2.4 0.0 17.3 0.0 3.7 Intersection Summary HCM 2010 Ctrl Delay 25.1 HCM 2010 LOS C 107 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) 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 108 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) 75 385 165 80 285 190 235 935 155 135 710 95 Future Volume (veh/h) 75 385 165 80 285 190 235 935 155 135 710 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 79 405 21 84 300 29 247 984 92 142 747 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 243 562 252 208 572 256 521 2136 956 390 2047 916 Arrive On Green 0.06 0.16 0.16 0.06 0.16 0.16 0.08 0.60 0.60 0.06 0.58 0.58 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 79 405 21 84 300 29 247 984 92 142 747 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 4.8 14.2 1.5 5.1 10.2 2.0 7.0 20.0 3.2 4.2 14.8 1.0 Cycle Q Clear(g_c), s 4.8 14.2 1.5 5.1 10.2 2.0 7.0 20.0 3.2 4.2 14.8 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 243 562 252 208 572 256 521 2136 956 390 2047 916 V/C Ratio(X) 0.32 0.72 0.08 0.40 0.52 0.11 0.47 0.46 0.10 0.36 0.36 0.03 Avail Cap(c_a), veh/h 265 756 338 238 783 351 716 2136 956 494 2047 916 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 42.6 52.3 47.0 42.9 50.3 46.9 9.8 14.3 10.9 11.0 14.7 11.9 Incr Delay (d2), s/veh 0.8 2.2 0.1 1.3 0.7 0.2 0.7 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 2.4 7.1 0.7 2.6 5.0 0.9 3.5 9.9 1.5 2.1 7.3 0.5 LnGrp Delay(d),s/veh 43.3 54.5 47.1 44.1 51.0 47.1 10.5 15.0 11.1 11.5 15.3 11.9 LnGrp LOS DDDDDDBBBBBB Approach Vol, veh/h 505 413 1323 918 Approach Delay, s/veh 52.5 49.4 13.9 14.6 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.6 79.8 11.8 24.8 11.3 83.1 11.4 25.2 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 9.0 16.8 7.1 16.2 6.2 22.0 6.8 12.2 Green Ext Time (p_c), s 0.6 17.6 0.0 3.6 0.2 18.7 0.0 4.4 Intersection Summary HCM 2010 Ctrl Delay 24.9 HCM 2010 LOS C 109 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 110 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 1 111 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 112 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 1.2 113 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 114 HCM 2010 TWSC 4: Redwood & Suniga Long total AM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 33.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 55 320 45 150 440 50 40 50 50 35 65 90 Future Vol, veh/h 55 320 45 150 440 50 40 50 50 35 65 90 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 58 337 47 158 463 53 42 53 53 37 68 95 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 516 0 0 384 0 0 1058 1308 192 1116 1305 258 Stage 1 - - - - - - 476 476 - 805 805 - Stage 2 - - - - - - 582 832 - 311 500 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1046 - - 1171 - - 179 158 817 162 159 741 Stage 1 - - - - - - 539 555 - 342 393 - Stage 2 - - - - - - 466 382 - 674 541 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1046 - - 1171 - - 80 129 817 90 130 741 Mov Cap-2 Maneuver - - - - - - 80 129 - 90 130 - Stage 1 - - - - - - 509 524 - 323 340 - Stage 2 - - - - - - 281 330 - 536 511 - Approach EB WB NB SB HCM Control Delay, s 1.1 2 132.8 135.3 HCM LOS F F Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 148 1046 - - 1171 - - 188 HCM Lane V/C Ratio 0.996 0.055 - - 0.135 - - 1.064 HCM Control Delay (s) 132.8 8.6 - - 8.6 - - 135.3 HCM Lane LOS F A - - A - - F HCM 95th %tile Q(veh) 7.4 0.2 - - 0.5 - - 9.4 115 HCM 2010 TWSC 4: Redwood & Suniga Long total PM Synchro 9 Light Report Page 5 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 155 465 65 100 455 35 70 160 145 50 80 85 Future Vol, veh/h 155 465 65 100 455 35 70 160 145 50 80 85 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 163 489 68 105 479 37 74 168 153 53 84 89 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 516 0 0 558 0 0 1342 1576 279 1363 1592 258 Stage 1 - - - - - - 850 850 - 708 708 - Stage 2 - - - - - - 492 726 - 655 884 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1046 - - 1009 - - 110 ~ 109 718 107 106 741 Stage 1 - - - - - - 322 375 - 392 436 - Stage 2 - - - - - - 527 428 - 421 362 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1046 - - 1009 - - - ~ 82 718 - ~ 80 741 Mov Cap-2 Maneuver - - - - - - - ~ 82 - - ~ 80 - Stage 1 - - - - - - 272 317 - 331 391 - Stage 2 - - - - - - 326 383 - 131 306 - Approach EB WB NB SB HCM Control Delay, s 2.1 1.5 HCM LOS - - Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1046 - - 1009 - - - HCM Lane V/C Ratio - 0.156 - - 0.104 - - - HCM Control Delay (s) - 9.1 - - 9 - - - HCM Lane LOS - A - - A - - - HCM 95th %tile Q(veh) - 0.6 - - 0.3 - - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 116 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) 55 320 45 150 440 50 40 50 50 35 65 90 Future Volume (veh/h) 55 320 45 150 440 50 40 50 50 35 65 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 1900 1863 1863 1900 1900 1863 1900 1900 1863 1900 Adj Flow Rate, veh/h 58 337 47 158 463 53 42 53 53 37 68 95 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 341 1122 155 400 1151 131 262 327 285 179 326 393 Arrive On Green 0.36 0.36 0.36 0.36 0.36 0.36 0.51 0.51 0.51 0.51 0.51 0.51 Sat Flow, veh/h 881 3124 432 995 3203 365 364 644 563 214 642 774 Grp Volume(v), veh/h 58 190 194 158 255 261 148 0 0 200 0 0 Grp Sat Flow(s),veh/h/ln 881 1770 1787 995 1770 1798 1571 0 0 1630 0 0 Q Serve(g_s), s 3.2 4.6 4.7 8.1 6.5 6.5 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 9.7 4.6 4.7 12.8 6.5 6.5 2.7 0.0 0.0 3.9 0.0 0.0 Prop In Lane 1.00 0.24 1.00 0.20 0.28 0.36 0.18 0.47 Lane Grp Cap(c), veh/h 341 636 642 400 636 646 874 0 0 898 0 0 V/C Ratio(X) 0.17 0.30 0.30 0.40 0.40 0.40 0.17 0.00 0.00 0.22 0.00 0.00 Avail Cap(c_a), veh/h 465 885 893 540 885 899 874 0 0 898 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) 0.95 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 18.0 13.8 13.8 18.4 14.4 14.4 8.0 0.0 0.0 8.2 0.0 0.0 Incr Delay (d2), s/veh 0.2 0.2 0.2 0.6 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 0.8 2.3 2.4 2.3 3.2 3.3 1.4 0.0 0.0 2.0 0.0 0.0 LnGrp Delay(d),s/veh 18.3 14.0 14.1 19.1 14.8 14.8 8.4 0.0 0.0 8.8 0.0 0.0 LnGrp LOS BBBBBBA A Approach Vol, veh/h 442 674 148 200 Approach Delay, s/veh 14.6 15.8 8.4 8.8 Approach LOS BBAA Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 34.4 25.6 34.4 25.6 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 5.9 11.7 4.7 14.8 Green Ext Time (p_c), s 1.8 6.3 1.9 5.7 Intersection Summary HCM 2010 Ctrl Delay 13.7 HCM 2010 LOS B 117 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 118 HCM 2010 Signalized Intersection Summary 4: Redwood & 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) 155 465 65 100 455 35 70 160 145 50 80 85 Future Volume (veh/h) 155 465 65 100 455 35 70 160 145 50 80 85 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 163 489 68 105 479 37 74 168 153 53 84 89 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 377 1230 170 358 1311 101 171 374 300 206 322 295 Arrive On Green 0.39 0.39 0.39 0.39 0.39 0.39 0.47 0.47 0.47 0.47 0.47 0.47 Sat Flow, veh/h 881 3124 433 849 3331 257 212 790 634 280 681 624 Grp Volume(v), veh/h 163 276 281 105 254 262 395 0 0 226 0 0 Grp Sat Flow(s),veh/h/ln 881 1770 1786 849 1770 1817 1636 0 0 1585 0 0 Q Serve(g_s), s 9.6 6.7 6.8 6.1 6.1 6.1 1.2 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 15.8 6.7 6.8 12.9 6.1 6.1 9.4 0.0 0.0 4.7 0.0 0.0 Prop In Lane 1.00 0.24 1.00 0.14 0.19 0.39 0.23 0.39 Lane Grp Cap(c), veh/h 377 697 703 358 697 716 845 0 0 823 0 0 V/C Ratio(X) 0.43 0.40 0.40 0.29 0.36 0.37 0.47 0.00 0.00 0.27 0.00 0.00 Avail Cap(c_a), veh/h 427 796 804 406 796 818 845 0 0 823 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 18.5 13.1 13.1 17.7 12.9 12.9 10.8 0.0 0.0 9.6 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.3 0.3 0.4 0.3 0.3 1.9 0.0 0.0 0.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.4 3.3 3.4 1.5 3.0 3.1 4.8 0.0 0.0 2.4 0.0 0.0 LnGrp Delay(d),s/veh 19.1 13.4 13.4 18.2 13.2 13.2 12.6 0.0 0.0 10.4 0.0 0.0 LnGrp LOS BBBBBBB B Approach Vol, veh/h 720 621 395 226 Approach Delay, s/veh 14.7 14.0 12.6 10.4 Approach LOS BBBB Timer 12345678 Assigned Phs 2468 Phs Duration (G+Y+Rc), s 32.4 27.6 32.4 27.6 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 24.0 26.0 24.0 26.0 Max Q Clear Time (g_c+I1), s 6.7 17.8 11.4 14.9 Green Ext Time (p_c), s 3.9 4.8 3.4 6.0 Intersection Summary HCM 2010 Ctrl Delay 13.6 HCM 2010 LOS B 119 Timing Report, Sorted By Phase 4: Redwood & Suniga Long background 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) 29 31 29 31 Maximum Split (%) 48.3% 51.7% 48.3% 51.7% 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) 31 0 31 0 End Time (s) 0 31 0 31 Yield/Force Off (s) 55 26 55 26 Yield/Force Off 170(s) 55 26 55 26 Local Start Time (s) 31 0 31 0 Local Yield (s) 55 26 55 26 Local Yield 170(s) 55 26 55 26 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 120 HCM 2010 TWSC 5: Redwood & R-in/R-out Long total AM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 5 140 15 0 190 Future Vol, veh/h 0 5 140 15 0 190 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 0 5 147 16 0 200 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 155 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - - - Pot Cap-1 Maneuver 0 891 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 891 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 9.1 0 0 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 891 - HCM Lane V/C Ratio - - 0.006 - HCM Control Delay (s) - - 9.1 - HCM Lane LOS - - A - HCM 95th %tile Q(veh) - - 0 - 121 HCM 2010 TWSC 5: Redwood & R-in/R-out Long total PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 0 5 290 60 0 215 Future Vol, veh/h 0 5 290 60 0 215 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 0 5 305 63 0 226 Major/Minor Minor1 Major1 Major2 Conflicting Flow All - 337 0 0 - - Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - 6.22 - - - - Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - 3.318 - - - - Pot Cap-1 Maneuver 0 705 - - 0 - Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - 705 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach WB NB SB HCM Control Delay, s 10.1 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBT Capacity (veh/h) - - 705 - HCM Lane V/C Ratio - - 0.007 - HCM Control Delay (s) - - 10.1 - HCM Lane LOS - - B - HCM 95th %tile Q(veh) - - 0 - 122 HCM 2010 TWSC 6: Redwood & Lupine Long total AM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 5 0 10 45 0 15 5 125 15 10 135 10 Future Vol, veh/h 5 0 10 45 0 15 5 125 15 10 135 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 47 0 16 5 132 16 11 142 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 326 326 147 324 324 139 153 0 0 147 0 0 Stage 1 168 168 - 150 150 - - - - - - - Stage 2 158 158 - 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 627 592 900 629 594 909 1428 - - 1435 - - Stage 1 834 759 - 853 773 - - - - - - - Stage 2 844 767 - 828 755 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 610 585 900 616 587 909 1428 - - 1435 - - Mov Cap-2 Maneuver 610 585 - 616 587 - - - - - - - Stage 1 831 753 - 850 770 - - - - - - - Stage 2 826 764 - 812 749 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 9.7 10.9 0.3 0.5 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1428 - - 777 670 1435 - - HCM Lane V/C Ratio 0.004 - - 0.02 0.094 0.007 - - HCM Control Delay (s) 7.5 0 - 9.7 10.9 7.5 0 - HCM Lane LOS A A - ABAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.3 0 - - 123 HCM 2010 TWSC 6: Redwood & Lupine Long total PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 2.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 0 15 35 0 20 15 215 60 30 160 10 Future Vol, veh/h 10 0 15 35 0 20 15 215 60 30 160 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 37 0 21 16 226 63 32 168 11 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 537 558 174 534 531 258 179 0 0 289 0 0 Stage 1 237 237 - 289 289 - - - - - - - Stage 2 300 321 - 245 242 - - - - - - - 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 455 438 869 457 454 781 1397 - - 1273 - - Stage 1 766 709 - 719 673 - - - - - - - Stage 2 709 652 - 759 705 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 429 420 869 434 435 781 1397 - - 1273 - - Mov Cap-2 Maneuver 429 420 - 434 435 - - - - - - - Stage 1 755 689 - 709 664 - - - - - - - Stage 2 680 643 - 724 685 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.1 12.8 0.4 1.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1397 - - 616 518 1273 - - HCM Lane V/C Ratio 0.011 - - 0.043 0.112 0.025 - - HCM Control Delay (s) 7.6 0 - 11.1 12.8 7.9 0 - HCM Lane LOS A A - BBAA- HCM 95th %tile Q(veh) 0 - - 0.1 0.4 0.1 - - 124 HCM 2010 TWSC 7: Redwood & Conifer Long total AM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 6.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 160 45 50 295 15 70 40 35 20 65 24 Future Vol, veh/h 15 160 45 50 295 15 70 40 35 20 65 24 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 53 311 16 74 42 37 21 68 25 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 326 0 0 216 0 0 695 656 192 687 671 318 Stage 1 - - - - - - 224 224 - 424 424 - Stage 2 - - - - - - 471 432 - 263 247 - 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 - - 357 385 850 361 378 723 Stage 1 - - - - - - 779 718 - 608 587 - Stage 2 - - - - - - 573 582 - 742 702 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1234 - - 1354 - - 280 361 850 300 354 723 Mov Cap-2 Maneuver - - - - - - 280 361 - 300 354 - Stage 1 - - - - - - 767 707 - 599 559 - Stage 2 - - - - - - 462 554 - 658 691 - Approach EB WB NB SB HCM Control Delay, s 0.5 1.1 22.1 18.3 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 361 1234 - - 1354 - - 385 HCM Lane V/C Ratio 0.423 0.013 - - 0.039 - - 0.298 HCM Control Delay (s) 22.1 8 0 - 7.8 0 - 18.3 HCM Lane LOS C A A - A A - C HCM 95th %tile Q(veh) 2 0 - - 0.1 - - 1.2 125 HCM 2010 TWSC 7: Redwood & Conifer Long total PM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 24.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 30 315 75 60 300 25 85 90 70 20 60 25 Future Vol, veh/h 30 315 75 60 300 25 85 90 70 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 32 332 79 63 316 26 89 95 74 21 63 26 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 342 0 0 411 0 0 934 902 371 973 929 329 Stage 1 - - - - - - 434 434 - 455 455 - Stage 2 - - - - - - 500 468 - 518 474 - 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 - - 1148 - - 246 277 675 231 268 712 Stage 1 - - - - - - 600 581 - 585 569 - Stage 2 - - - - - - 553 561 - 541 558 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1217 - - 1148 - - 175 249 675 135 241 712 Mov Cap-2 Maneuver - - - - - - 175 249 - 135 241 - Stage 1 - - - - - - 580 561 - 565 530 - Stage 2 - - - - - - 437 523 - 387 539 - Approach EB WB NB SB HCM Control Delay, s 0.6 1.3 98.1 31.6 HCM LOS F D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 258 1217 - - 1148 - - 243 HCM Lane V/C Ratio 1 0.026 - - 0.055 - - 0.455 HCM Control Delay (s) 98.1 8 0 - 8.3 0 - 31.6 HCM Lane LOS F A A - A A - D HCM 95th %tile Q(veh) 9.8 0.1 - - 0.2 - - 2.2 126 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 5 450 15 10 515 5 5 0 5 20 0 10 Future Vol, veh/h 5 450 15 10 515 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 5 474 16 11 542 5 5 0 5 21 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 547 0 0 489 0 0 784 1060 245 813 1066 274 Stage 1 - - - - - - 492 492 - 566 566 - Stage 2 - - - - - - 292 568 - 247 500 - 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 1018 - - 1070 - - 283 223 755 270 221 724 Stage 1 - - - - - - 527 546 - 476 506 - Stage 2 - - - - - - 692 505 - 735 541 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1018 - - 1070 - - 276 220 755 265 218 724 Mov Cap-2 Maneuver - - - - - - 276 220 - 265 218 - Stage 1 - - - - - - 524 543 - 474 501 - Stage 2 - - - - - - 675 500 - 726 538 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.2 14.1 16.5 HCM LOS B C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 276 755 1018 - - 1070 - - 265 724 HCM Lane V/C Ratio 0.019 0.007 0.005 - - 0.01 - - 0.079 0.015 HCM Control Delay (s) 18.3 9.8 8.6 - - 8.4 - - 19.8 10 HCM Lane LOS C A A - - A - - C B HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.3 0 127 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 10 600 5 5 590 20 5 0 5 20 0 10 Future Vol, veh/h 10 600 5 5 590 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 11 632 5 5 621 21 5 0 5 21 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 642 0 0 637 0 0 976 1308 318 979 1300 321 Stage 1 - - - - - - 655 655 - 642 642 - Stage 2 - - - - - - 321 653 - 337 658 - 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 939 - - 943 - - 206 158 678 204 160 675 Stage 1 - - - - - - 421 461 - 429 467 - Stage 2 - - - - - - 665 462 - 651 459 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 939 - - 943 - - 200 155 678 200 157 675 Mov Cap-2 Maneuver - - - - - - 200 155 - 200 157 - Stage 1 - - - - - - 416 456 - 424 465 - Stage 2 - - - - - - 651 460 - 638 454 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 17 20.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 200 678 939 - - 943 - - 200 675 HCM Lane V/C Ratio 0.026 0.008 0.011 - - 0.006 - - 0.105 0.016 HCM Control Delay (s) 23.5 10.4 8.9 - - 8.8 - - 25.1 10.4 HCM Lane LOS C B A - - A - - D B HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.3 0 128 HCM 2010 TWSC 8: Northfield Access & Suniga Long total AM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 380 5 5 525 15 15 0 10 50 0 70 Future Vol, veh/h 20 380 5 5 525 15 15 0 10 50 0 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 21 400 5 5 553 16 16 0 11 53 0 74 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 568 0 0 405 0 0 732 1024 203 813 1018 284 Stage 1 - - - - - - 445 445 - 571 571 - Stage 2 - - - - - - 287 579 - 242 447 - 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 1000 - - 1150 - - 309 234 804 270 236 713 Stage 1 - - - - - - 562 573 - 473 503 - Stage 2 - - - - - - 696 499 - 740 572 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1000 - - 1150 - - 272 228 804 261 230 713 Mov Cap-2 Maneuver - - - - - - 272 228 - 261 230 - Stage 1 - - - - - - 550 561 - 463 501 - Stage 2 - - - - - - 621 497 - 715 560 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.1 15.5 17.5 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 370 1000 - - 1150 - - 414 HCM Lane V/C Ratio 0.071 0.021 - - 0.005 - - 0.305 HCM Control Delay (s) 15.5 8.7 - - 8.1 - - 17.5 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 1.3 129 HCM 2010 TWSC 8: Northfield Access & Suniga Long total PM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 2.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 70 575 15 10 515 65 10 0 5 45 0 45 Future Vol, veh/h 70 575 15 10 515 65 10 0 5 45 0 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 74 605 16 11 542 68 11 0 5 47 0 47 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 611 0 0 621 0 0 1053 1393 311 1047 1365 305 Stage 1 - - - - - - 761 761 - 597 597 - Stage 2 - - - - - - 292 632 - 450 768 - 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 964 - - 956 - - 181 141 685 182 146 691 Stage 1 - - - - - - 364 412 - 456 490 - Stage 2 - - - - - - 692 472 - 558 409 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 964 - - 956 - - 157 129 685 169 133 691 Mov Cap-2 Maneuver - - - - - - 157 129 - 169 133 - Stage 1 - - - - - - 336 380 - 421 484 - Stage 2 - - - - - - 637 467 - 511 378 - Approach EB WB NB SB HCM Control Delay, s 1 0.1 23.4 25.1 HCM LOS C D Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 211 964 - - 956 - - 272 HCM Lane V/C Ratio 0.075 0.076 - - 0.011 - - 0.348 HCM Control Delay (s) 23.4 9 - - 8.8 - - 25.1 HCM Lane LOS C A - - A - - D HCM 95th %tile Q(veh) 0.2 0.2 - - 0 - - 1.5 130 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 0 405 600 5 0 40 Future Vol, veh/h 0 405 600 5 0 40 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 426 632 5 0 42 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 318 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 678 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 678 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 678 HCM Lane V/C Ratio - - - 0.062 HCM Control Delay (s) - - - 10.7 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.2 131 HCM 2010 TWSC 9: Suniga & R-in/R-out Long total PM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 660 555 15 0 35 Future Vol, veh/h 0 660 555 15 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 0 695 584 16 0 37 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 300 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 - - - 0 696 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 696 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 10.5 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 696 HCM Lane V/C Ratio - - - 0.053 HCM Control Delay (s) - - - 10.5 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.2 132 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 10 400 5 145 30 795 195 170 1290 5 Future Volume (veh/h) 25 5 10 400 5 145 30 795 195 170 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 0 421 5 44 32 837 94 179 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 108 10 0 572 580 493 230 1835 821 406 2020 7 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 1185 228 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 31 0 0 421 5 44 32 837 94 179 664 699 Grp Sat Flow(s),veh/h/ln 1413 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.6 0.0 0.0 26.3 0.2 2.4 1.0 17.9 3.6 5.3 31.8 31.8 Cycle Q Clear(g_c), s 2.6 0.0 0.0 26.3 0.2 2.4 1.0 17.9 3.6 5.3 31.8 31.8 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 118 0 0 572 580 493 230 1835 821 406 989 1039 V/C Ratio(X) 0.26 0.00 0.00 0.74 0.01 0.09 0.14 0.46 0.11 0.44 0.67 0.67 Avail Cap(c_a), veh/h 185 0 0 572 667 567 280 1835 821 459 989 1039 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 56.0 0.0 0.0 39.2 28.5 29.3 15.8 18.2 14.8 12.7 18.7 18.7 Incr Delay (d2), s/veh 1.2 0.0 0.0 4.9 0.0 0.1 0.3 0.8 0.3 0.8 3.6 3.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 0.0 0.0 13.5 0.1 1.0 0.5 8.9 1.7 2.6 16.5 17.3 LnGrp Delay(d),s/veh 57.2 0.0 0.0 44.1 28.6 29.4 16.0 19.0 15.1 13.5 22.4 22.2 LnGrp LOS E D C C BBBBCC Approach Vol, veh/h 31 470 963 1542 Approach Delay, s/veh 57.2 42.5 18.6 21.3 Approach LOS E D B C Timer 12345678 Assigned Phs 123456 8 Phs Duration (G+Y+Rc), s 7.6 71.0 32.0 9.3 12.4 66.2 41.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 57.0 27.0 10.0 11.0 52.0 42.0 Max Q Clear Time (g_c+I1), s 3.0 33.8 28.3 4.6 7.3 19.9 4.4 Green Ext Time (p_c), s 0.0 16.1 0.0 0.1 0.2 20.0 0.3 Intersection Summary HCM 2010 Ctrl Delay 24.1 HCM 2010 LOS C 133 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 134 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 10 305 5 210 20 1470 390 270 1305 5 Future Volume (veh/h) 20 5 10 305 5 210 20 1470 390 270 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 0 321 5 41 21 1547 286 284 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 101 11 0 389 386 328 286 2048 916 326 2416 9 Arrive On Green 0.04 0.04 0.00 0.13 0.21 0.21 0.03 0.58 0.58 0.11 0.67 0.67 Sat Flow, veh/h 1154 275 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 26 0 0 321 5 41 21 1547 286 284 672 707 Grp Sat Flow(s),veh/h/ln 1429 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 2.5 0.6 39.3 11.1 10.3 24.4 24.4 Cycle Q Clear(g_c), s 2.1 0.0 0.0 16.0 0.3 2.5 0.6 39.3 11.1 10.3 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 112 0 0 389 386 328 286 2048 916 326 1182 1243 V/C Ratio(X) 0.23 0.00 0.00 0.82 0.01 0.13 0.07 0.76 0.31 0.87 0.57 0.57 Avail Cap(c_a), veh/h 185 0 0 389 481 409 345 2048 916 404 1182 1243 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 56.3 0.0 0.0 48.0 37.8 38.7 10.4 18.9 13.0 30.9 10.7 10.7 Incr Delay (d2), s/veh 1.1 0.0 0.0 13.5 0.0 0.2 0.1 2.6 0.9 15.6 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 4.1 0.1 1.1 0.3 19.9 5.1 10.6 12.4 13.0 LnGrp Delay(d),s/veh 57.3 0.0 0.0 61.5 37.8 38.9 10.5 21.6 13.9 46.4 12.7 12.6 LnGrp LOS E E D D B C B D B B Approach Vol, veh/h 26 367 1854 1663 Approach Delay, s/veh 57.3 58.7 20.3 18.4 Approach LOS E E C B Timer 12345678 Assigned Phs 123456 8 Phs Duration (G+Y+Rc), s 7.0 84.2 20.0 8.8 17.7 73.4 28.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 6.0 69.0 15.0 10.0 18.0 57.0 30.0 Max Q Clear Time (g_c+I1), s 2.6 26.4 18.0 4.1 12.3 41.3 4.5 Green Ext Time (p_c), s 0.0 34.3 0.0 0.1 0.4 14.4 0.2 Intersection Summary HCM 2010 Ctrl Delay 23.3 HCM 2010 LOS C 135 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 136 APPENDIX I 137 138 139 140 APPENDIX J 141 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Retreat at Fort Collins 142 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 C D B C B Proposed C D 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 143 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Retreat at Fort Collins 144 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 4 145 400 500 600 WB AM 140 VPH AM 1060 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1275 VPH WB PM 375 VPH 32 400 500 600 WB AM 212 VPH AM 2150 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3082 VPH WB PM 156 VPH 31 400 500 600 WB AM 212 VPH AM 2150 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 3082 VPH WB PM 156 VPH 30