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HomeMy WebLinkAboutNORTHFIELD FILING 1 EXPANDED - FDP190012 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (5)APPENDIX A 1 2 3 4 5 6 7 APPENDIX B 8 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 8/24/2017 Observer: Vickie Day: Thrusday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Conifer S = straight L = left turn Time Northbound: Lemay Southbound: Lemay 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 37 45 0 82 1 151 16 168 250 4027 31 000 0 31 281 7:45 55 76 0 131 1 148 18 167 298 3020 23 000 0 23 321 8:00 39 83 0 122 0 109 9 118 240 2026 28 000 0 28 268 8:15 44 82 0 126 0 124 14 138 264 6026 32 000 0 32 296 7:30-8:30 175 286 0 461 2 532 57 591 1052 15 0 99 114 0 0 0 0 114 1166 PHF 0.8 0.86 n/a 0.88 0.5 0.88 0.79 0.88 0.63 n/a 0.92 0.89 n/a n/a n/a n/a 0.91 4:30 46 152 0 198 0998 107 305 13 0 63 76 000 0 76 381 4:45 56 170 0 226 09112 103 329 8041 49 000 0 49 378 5:00 48 160 1 209 09014 104 313 15 0 50 65 200 2 67 380 5:15 41 25 1 67 1929 102 169 11 0 41 52 000 0 52 221 4:30-5:30 191 507 2 700 1 372 43 416 1116 47 0 195 242 2 0 0 2 244 1360 PHF 0.85 0.75 0.5 0.77 0.25 0.94 0.77 0.97 0.78 n/a 0.77 0.8 0.25 n/a n/a 0.25 0.89 10 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 11 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 12 APPENDIX C 13 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine recent am Synchro 9 Light Report Page 5 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 14 Timing Report, Sorted By Phase 127: Lemay & Vine recent am Synchro 9 Light Report Page 6 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: 127: Lemay & Vine 15 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine Recent PM Synchro 9 Light Report Page 5 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 16 Timing Report, Sorted By Phase 127: Lemay & Vine Recent PM Synchro 9 Light Report Page 6 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: 127: Lemay & Vine 17 HCM 2010 TWSC 9: Lemay & Conifer recent am Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 15 99 175 286 534 57 Future Vol, veh/h 15 99 175 286 534 57 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 200 - - 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 18 116 206 336 628 67 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1376 628 628 0 - 0 Stage 1 628 - - - - - Stage 2 748 - - - - - 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 160 483 954 - - - Stage 1 532 - - - - - Stage 2 468 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 125 483 954 - - - Mov Cap-2 Maneuver 253 - - - - - Stage 1 532 - - - - - Stage 2 367 - - - - - Approach EB NB SB HCM Control Delay, s 15.5 3.7 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 954 - 253 483 - - HCM Lane V/C Ratio 0.216 - 0.07 0.241 - - HCM Control Delay (s) 9.8 - 20.3 14.8 - - HCM Lane LOS A - C B - - HCM 95th %tile Q(veh) 0.8 - 0.2 0.9 - - 18 HCM 2010 TWSC 7: Lemay & Conifer Recent PM Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 47 195 191 507 373 43 Future Vol, veh/h 47 195 191 507 373 43 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 200 - - 200 Veh in Median Storage, # 1 - - 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 52 217 212 563 414 48 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1402 414 414 0 - 0 Stage 1 414 - - - - - Stage 2 988 - - - - - 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 154 638 1145 - - - Stage 1 667 - - - - - Stage 2 361 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 125 638 1145 - - - Mov Cap-2 Maneuver 232 - - - - - Stage 1 667 - - - - - Stage 2 294 - - - - - Approach EB NB SB HCM Control Delay, s 15.7 2.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1145 - 232 638 - - HCM Lane V/C Ratio 0.185 - 0.225 0.34 - - HCM Control Delay (s) 8.9 - 25 13.5 - - HCM Lane LOS A - D B - - HCM 95th %tile Q(veh) 0.7 - 0.8 1.5 - - 19 HCM 2010 AWSC 4: Linden/Redwood & Vine recent am Synchro 9 Light Report Page 1 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 20 HCM 2010 AWSC 4: Linden/Redwood & Vine recent am Synchro 9 Light Report Page 2 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 21 HCM 2010 AWSC 4: Linden/Redwood & Vine Recent PM Synchro 9 Light Report Page 2 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 22 HCM 2010 AWSC 4: Linden/Redwood & Vine Recent PM Synchro 9 Light Report Page 3 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 23 HCM 2010 TWSC 11: Redwood & Suniga recent am Synchro 9 Light Report Page 4 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 - - 24 HCM 2010 TWSC 2: Redwood & Suniga Recent PM Synchro 9 Light Report Page 1 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 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 783 983 1519 - - - Stage 1 945 - - - - - Stage 2 899 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 782 983 1519 - - - Mov Cap-2 Maneuver 782 - - - - - Stage 1 945 - - - - - Stage 2 898 - - - - - 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 - - 25 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 26 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 27 APPENDIX D 28 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 25 VPH AM 2162 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2936 VPH WB PM 65 VPH WB PM 15 VPH WB AM 109 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 (2021) 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 25 VPH AM 2162 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2936 VPH WB PM 65 VPH WB PM 15 VPH WB AM 109 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 25 VPH AM 2162 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2936 VPH WB PM 65 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 90 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB PM 115 VPH NB PM 195 VPH AM 705 VPH PM 815 VPH SB AM 130 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 (2035) 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 NB AM 90 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB PM 115 VPH NB PM 195 VPH AM 705 VPH PM 815 VPH SB AM 130 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 NB AM 90 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB PM 115 VPH NB PM 195 VPH AM 705 VPH PM 815 VPH SB AM 130 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 330 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 EB PM 490 VPH WB PM 375 VPH AM 1500 VPH PM 1870 VPH WB AM 460 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 (2035) TOTAL PEAK HOUR WARRANT AT SUNIGA/LEMAY MUTCD, 2003 EDITION, PAGE 4C-7 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 330 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 EB PM 490 VPH WB PM 375 VPH AM 1500 VPH PM 1870 VPH WB AM 460 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 330 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 EB PM 490 VPH WB PM 375 VPH AM 1500 VPH PM 1870 VPH WB AM 460 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 APPENDIX E 32 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) 15 151 106 175 287 131 51 357 77 61 695 49 Future Volume (veh/h) 15 151 106 175 287 131 51 357 77 61 695 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 1831 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 15 151 82 175 287 114 51 357 74 61 695 47 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 138 210 114 298 319 127 109 736 147 97 974 64 Arrive On Green 0.02 0.19 0.19 0.09 0.26 0.26 0.61 0.61 0.61 0.61 0.61 0.61 Sat Flow, veh/h 1774 1108 601 1774 1235 490 120 1216 242 102 1609 106 Grp Volume(v), veh/h 15 0 233 175 0 401 482 0 0 803 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1709 1774 0 1725 1578 0 0 1818 0 0 Q Serve(g_s), s 0.7 0.0 14.1 8.4 0.0 24.7 0.0 0.0 0.0 16.9 0.0 0.0 Cycle Q Clear(g_c), s 0.7 0.0 14.1 8.4 0.0 24.7 15.8 0.0 0.0 33.3 0.0 0.0 Prop In Lane 1.00 0.35 1.00 0.28 0.11 0.15 0.08 0.06 Lane Grp Cap(c), veh/h 138 0 325 298 0 446 992 0 0 1136 0 0 V/C Ratio(X) 0.11 0.00 0.72 0.59 0.00 0.90 0.49 0.00 0.00 0.71 0.00 0.00 Avail Cap(c_a), veh/h 211 0 427 298 0 478 992 0 0 1136 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 35.8 0.0 41.8 31.4 0.0 39.4 11.7 0.0 0.0 14.9 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 4.1 3.1 0.0 27.0 1.7 0.0 0.0 3.8 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 0.4 0.0 7.0 4.4 0.0 15.1 8.2 0.0 0.0 17.9 0.0 0.0 LnGrp Delay(d),s/veh 36.1 0.0 45.8 34.4 0.0 66.4 13.4 0.0 0.0 18.7 0.0 0.0 LnGrp LOS D D C E B B Approach Vol, veh/h 248 576 482 803 Approach Delay, s/veh 45.3 56.7 13.4 18.7 Approach LOS D E B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 70.6 14.0 25.4 70.6 6.5 32.9 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 35.3 10.4 16.1 17.8 2.7 26.7 Green Ext Time (p_c), s 6.0 0.0 1.7 6.5 0.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 31.0 HCM 2010 LOS C 33 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 80 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 34 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) 52 315 94 107 231 172 90 890 210 117 616 33 Future Volume (veh/h) 52 315 94 107 231 172 90 890 210 117 616 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 1821 1824 1863 1832 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 54 328 87 111 241 152 94 927 217 122 642 33 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 135 259 69 149 203 128 89 703 161 107 499 25 Arrive On Green 0.04 0.19 0.19 0.05 0.20 0.20 0.66 0.66 0.66 0.66 0.66 0.66 Sat Flow, veh/h 1774 1380 366 1774 1040 656 87 1068 245 110 758 37 Grp Volume(v), veh/h 54 0 415 111 0 393 1238 0 0 797 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1746 1774 0 1696 1399 0 0 905 0 0 Q Serve(g_s), s 2.9 0.0 22.5 6.0 0.0 23.4 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.9 0.0 22.5 6.0 0.0 23.4 79.0 0.0 0.0 79.0 0.0 0.0 Prop In Lane 1.00 0.21 1.00 0.39 0.08 0.18 0.15 0.04 Lane Grp Cap(c), veh/h 135 0 327 149 0 331 954 0 0 630 0 0 V/C Ratio(X) 0.40 0.00 1.27 0.75 0.00 1.19 1.30 0.00 0.00 1.26 0.00 0.00 Avail Cap(c_a), veh/h 149 0 327 149 0 331 954 0 0 630 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 39.6 0.0 48.3 20.3 0.0 0.0 18.5 0.0 0.0 Incr Delay (d2), s/veh 1.9 0.0 142.4 18.5 0.0 110.9 142.0 0.0 0.0 131.6 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 23.8 1.5 0.0 21.1 69.1 0.0 0.0 43.9 0.0 0.0 LnGrp Delay(d),s/veh 40.7 0.0 191.1 58.1 0.0 159.2 162.3 0.0 0.0 150.1 0.0 0.0 LnGrp LOS D F E F F F Approach Vol, veh/h 469 504 1238 797 Approach Delay, s/veh 173.8 136.9 162.3 150.1 Approach LOS FFFF Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 83.0 10.0 27.0 83.0 9.1 27.9 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 78.0 5.0 21.5 78.0 5.0 21.5 Max Q Clear Time (g_c+I1), s 81.0 8.0 24.5 81.0 4.9 25.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 156.6 HCM 2010 LOS F 35 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) 83 10 27 83 10 27 Maximum Split (%) 69.2% 8.3% 22.5% 69.2% 8.3% 22.5% 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) 50 13 23 50 13 23 End Time (s) 13 23 50 13 23 50 Yield/Force Off (s) 8 18 44.5 8 18 44.5 Yield/Force Off 170(s) 118 18 34.5 118 18 34.5 Local Start Time (s) 37 0 10 37 0 10 Local Yield (s) 115 5 31.5 115 5 31.5 Local Yield 170(s) 105 5 21.5 105 5 21.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Lemay & Vine 36 HCM 2010 TWSC 8: Lemay & Suniga short background am Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 1.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 29 72 51 456 718 54 Future Vol, veh/h 29 72 51 456 718 54 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 29 72 51 456 718 54 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1532 876 908 0 - 0 Stage 1 876 - - - - - Stage 2 656 - - - - - Critical Hdwy 6.42 6.22 4.12 - - - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 128 348 750 - - - Stage 1 407 - - - - - Stage 2 516 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 118 348 750 - - - Mov Cap-2 Maneuver 253 - - - - - Stage 1 407 - - - - - Stage 2 475 - - - - - Approach EB NB SB HCM Control Delay, s 19.5 1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 750 - 253 348 - - HCM Lane V/C Ratio 0.08 - 0.135 0.243 - - HCM Control Delay (s) 10.2 - 21.4 18.7 - - HCM Lane LOS B - C C - - HCM 95th %tile Q(veh) 0.3 - 0.5 1 - - 37 HCM 2010 TWSC 8: Lemay & Suniga Short background PM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 71 84 97 945 663 51 Future Vol, veh/h 71 84 97 945 663 51 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 0 250 - - - Veh in Median Storage, # 1 - - 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 79 93 108 1050 737 57 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2031 765 793 0 - 0 Stage 1 765 - - - - - Stage 2 1266 - - - - - 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 ~ 63 403 828 - - - Stage 1 459 - - - - - Stage 2 265 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 55 403 828 - - - Mov Cap-2 Maneuver 162 - - - - - Stage 1 459 - - - - - Stage 2 230 - - - - - Approach EB NB SB HCM Control Delay, s 30.4 0.9 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 828 - 162 403 - - HCM Lane V/C Ratio 0.13 - 0.487 0.232 - - HCM Control Delay (s) 10 - 46.7 16.6 - - HCM Lane LOS A - E C - - HCM 95th %tile Q(veh) 0.4 - 2.3 0.9 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 38 HCM 2010 TWSC 2: Lemay & Conifer short background am Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 3.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 23 109 193 324 613 49 Future Vol, veh/h 23 109 193 324 613 49 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 200 - - 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 23 109 193 324 613 49 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1556 721 721 0 - 0 Stage 1 721 - - - - - Stage 2 835 - - - - - 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 124 427 881 - - - Stage 1 482 - - - - - Stage 2 426 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 92 427 881 - - - Mov Cap-2 Maneuver 214 - - - - - Stage 1 482 - - - - - Stage 2 316 - - - - - Approach EB NB SB HCM Control Delay, s 18.3 3.9 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 881 - 214 427 - - HCM Lane V/C Ratio 0.258 - 0.126 0.3 - - HCM Control Delay (s) 10.5 - 24.3 17 - - HCM Lane LOS B - C C - - HCM 95th %tile Q(veh) 1 - 0.4 1.3 - - 39 HCM 2010 TWSC 2: Lemay & Conifer Short background PM Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 4.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 55 215 211 685 428 35 Future Vol, veh/h 55 215 211 685 428 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 250 - - 250 Veh in Median Storage, # 1 - - 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 61 239 234 761 476 39 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1706 476 476 0 - 0 Stage 1 476 - - - - - Stage 2 1230 - - - - - 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 100 589 1086 - - - Stage 1 625 - - - - - Stage 2 276 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 78 589 1086 - - - Mov Cap-2 Maneuver 172 - - - - - Stage 1 625 - - - - - Stage 2 217 - - - - - Approach EB NB SB HCM Control Delay, s 19.6 2.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1086 - 172 589 - - HCM Lane V/C Ratio 0.216 - 0.355 0.406 - - HCM Control Delay (s) 9.2 - 37 15.2 - - HCM Lane LOS A - E C - - HCM 95th %tile Q(veh) 0.8 - 1.5 2 - - 40 HCM 2010 AWSC 3: Linden/Redwood & Vine short background am Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 14.1 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 3 197 35 0 77 234 23 0 17 41 54 Future Vol, veh/h 0 3 197 35 0 77 234 23 0 17 41 54 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0 3 197 35 0 77 234 23 0 17 41 54 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 12.9 16.8 10.8 HCM LOS B C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 15% 1% 23% 28% Vol Thru, % 37% 84% 70% 57% Vol Right, % 48% 15% 7% 15% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 112 235 334 191 LT Vol 17 3 77 54 Through Vol 41 197 234 108 RT Vol 54 35 23 29 Lane Flow Rate 132 276 393 225 Geometry Grp 1111 Degree of Util (X) 0.219 0.428 0.598 0.374 Departure Headway (Hd) 5.986 5.578 5.481 5.991 Convergence, Y/N Yes Yes Yes Yes Cap 594 641 656 598 Service Time 4.075 3.652 3.546 4.068 HCM Lane V/C Ratio 0.222 0.431 0.599 0.376 HCM Control Delay 10.8 12.9 16.8 12.7 HCM Lane LOS B B C B HCM 95th-tile Q 0.8 2.2 4.5 1.8 41 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 54 108 29 Future Vol, veh/h 0 54 108 29 Peak Hour Factor 100 100 100 100 Heavy Vehicles, % 2222 Mvmt Flow 0 54 108 29 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 12.7 HCM LOS B 42 HCM 2010 AWSC 3: Linden/Redwood & Vine Short background PM Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 25.2 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 46 139 176 Future Vol, veh/h 0 30 271 45 0 56 229 41 0 46 139 176 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 33 301 50 0 62 254 46 0 51 154 196 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 27 25 27.8 HCM LOS D C D Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 13% 9% 17% 28% Vol Thru, % 39% 78% 70% 55% Vol Right, % 49% 13% 13% 17% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 361 346 326 150 LT Vol 46 30 56 42 Through Vol 139 271 229 82 RT Vol 176 45 41 26 Lane Flow Rate 401 384 362 167 Geometry Grp 1111 Degree of Util (X) 0.754 0.737 0.702 0.358 Departure Headway (Hd) 6.764 6.906 6.98 7.739 Convergence, Y/N Yes Yes Yes Yes Cap 533 523 518 463 Service Time 4.824 4.973 5.048 5.823 HCM Lane V/C Ratio 0.752 0.734 0.699 0.361 HCM Control Delay 27.8 27 25 15.1 HCM Lane LOS DDCC HCM 95th-tile Q 6.6 6.2 5.5 1.6 43 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 82 26 Future Vol, veh/h 0 42 82 26 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 47 91 29 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 15.1 HCM LOS C 44 HCM 2010 TWSC 4: Redwood & Suniga short background am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 6.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 48 30 38 75 15 8 42 8 21 55 60 Future Vol, veh/h 27 48 30 38 75 15 8 42 8 21 55 60 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - 0 200 - 0 - - - - - - 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 27 48 30 38 75 15 8 42 8 21 55 60 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 88 0 0 56 0 0 365 298 56 327 298 88 Stage 1 - - - - - - 120 120 - 178 178 - Stage 2 - - - - - - 245 178 - 149 120 - 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 1508 - - 1549 - - 591 614 1011 626 614 970 Stage 1 - - - - - - 884 796 - 824 752 - Stage 2 - - - - - - 759 752 - 854 796 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1508 - - 1549 - - 483 584 1011 558 584 970 Mov Cap-2 Maneuver - - - - - - 483 584 - 558 584 - Stage 1 - - - - - - 865 779 - 807 730 - Stage 2 - - - - - - 623 730 - 776 779 - Approach EB WB NB SB HCM Control Delay, s 1.9 2.2 11.7 11.6 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 602 1508 - - 1549 - - 702 HCM Lane V/C Ratio 0.113 0.021 - - 0.029 - - 0.228 HCM Control Delay (s) 11.7 7.4 - - 7.4 - - 11.6 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.4 0.1 - - 0.1 - - 0.9 45 HCM 2010 TWSC 4: Redwood & Suniga Short background PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 10.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 106 89 16 28 92 17 32 143 25 20 66 46 Future Vol, veh/h 106 89 16 28 92 17 32 143 25 20 66 46 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - 0 200 - 0 - - - - - - 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 118 99 18 31 102 19 36 159 28 22 73 51 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 102 0 0 99 0 0 561 498 99 592 498 102 Stage 1 - - - - - - 334 334 - 164 164 - Stage 2 - - - - - - 227 164 - 428 334 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1490 - - 1494 - - 438 474 957 418 474 953 Stage 1 - - - - - - 680 643 - 838 762 - Stage 2 - - - - - - 776 762 - 605 643 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1490 - - 1494 - - 334 427 957 268 427 953 Mov Cap-2 Maneuver - - - - - - 334 427 - 268 427 - Stage 1 - - - - - - 626 592 - 772 746 - Stage 2 - - - - - - 648 746 - 396 592 - Approach EB WB NB SB HCM Control Delay, s 3.8 1.5 21.4 15.9 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 438 1490 - - 1494 - - 476 HCM Lane V/C Ratio 0.507 0.079 - - 0.021 - - 0.308 HCM Control Delay (s) 21.4 7.6 - - 7.5 - - 15.9 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 2.8 0.3 - - 0.1 - - 1.3 46 HCM 2010 TWSC 11: Suniga & West Site Access short background am 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 1 76 98 4 15 3 Future Vol, veh/h 1 76 98 4 15 3 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 1 76 98 4 15 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 120 0 - 0 165 60 Stage 1 - - - - 118 - Stage 2 - - - - 47 - 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 1466 - - - 809 993 Stage 1 - - - - 894 - Stage 2 - - - - 970 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1466 - - - 808 993 Mov Cap-2 Maneuver - - - - 808 - Stage 1 - - - - 894 - Stage 2 - - - - 969 - Approach EB WB SB HCM Control Delay, s 0.1 0 9.4 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1466 - - - 834 HCM Lane V/C Ratio 0.001 - - - 0.025 HCM Control Delay (s) 7.5 - - - 9.4 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.1 47 HCM 2010 TWSC 10: Suniga & West Site Access Short background PM Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 3 131 115 19 14 3 Future Vol, veh/h 3 131 115 19 14 3 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 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 3 146 128 21 16 3 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 149 0 - 0 217 74 Stage 1 - - - - 138 - Stage 2 - - - - 79 - 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 1430 - - - 752 973 Stage 1 - - - - 874 - Stage 2 - - - - 935 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1430 - - - 750 973 Mov Cap-2 Maneuver - - - - 750 - Stage 1 - - - - 874 - Stage 2 - - - - 933 - Approach EB WB SB HCM Control Delay, s 0.2 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1430 - - - 782 HCM Lane V/C Ratio 0.002 - - - 0.024 HCM Control Delay (s) 7.5 - - - 9.7 HCM Lane LOS A - - - A HCM 95th %tile Q(veh) 0 - - - 0.1 48 HCM 2010 TWSC 6: Suniga & East Site Access short background am Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 91 102 3 10 0 Future Vol, veh/h 0 91 102 3 10 0 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 - - 200 150 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 91 102 3 10 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 120 0 - 0 174 60 Stage 1 - - - - 120 - Stage 2 - - - - 54 - 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 1466 - - - 773 993 Stage 1 - - - - 872 - Stage 2 - - - - 952 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1466 - - - 773 993 Mov Cap-2 Maneuver - - - - 773 - Stage 1 - - - - 872 - Stage 2 - - - - 952 - Approach EB WB SB HCM Control Delay, s 0 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1466 - - - 773 - HCM Lane V/C Ratio ---- 0.015 - HCM Control Delay (s) 0 - - - 9.7 0 HCM Lane LOS A - - - A A HCM 95th %tile Q(veh) 0 - - - 0 - 49 HCM 2010 TWSC 6: Suniga & East Site Access Short background PM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 145 134 14 10 0 Future Vol, veh/h 0 145 134 14 10 0 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 - - 200 200 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 0 161 149 16 11 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 149 0 - 0 230 74 Stage 1 - - - - 149 - Stage 2 - - - - 81 - 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 1430 - - - 738 973 Stage 1 - - - - 863 - Stage 2 - - - - 933 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1430 - - - 738 973 Mov Cap-2 Maneuver - - - - 738 - Stage 1 - - - - 863 - Stage 2 - - - - 933 - Approach EB WB SB HCM Control Delay, s 0 0 10 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1430 - - - 738 - HCM Lane V/C Ratio ---- 0.015 - HCM Control Delay (s) 0 - - - 10 0 HCM Lane LOS A - - - B A HCM 95th %tile Q(veh) 0 - - - 0 - 50 HCM 2010 Signalized Intersection Summary 5: College (US 287 & State 14) & Suniga short background am Synchro 9 Light Report Page 7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 168 58 820 58 41 1241 Future Volume (veh/h) 168 58 820 58 41 1241 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 168 29 820 51 41 1241 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 234 209 2719 1216 532 2719 Arrive On Green 0.13 0.13 0.77 0.77 0.77 0.77 Sat Flow, veh/h 1774 1583 3632 1583 633 3632 Grp Volume(v), veh/h 168 29 820 51 41 1241 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 633 1770 Q Serve(g_s), s 7.3 1.3 5.6 0.6 1.7 10.0 Cycle Q Clear(g_c), s 7.3 1.3 5.6 0.6 7.3 10.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 234 209 2719 1216 532 2719 V/C Ratio(X) 0.72 0.14 0.30 0.04 0.08 0.46 Avail Cap(c_a), veh/h 466 416 2719 1216 532 2719 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.3 30.7 2.8 2.2 3.9 3.3 Incr Delay (d2), s/veh 4.3 0.3 0.3 0.1 0.3 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.8 0.6 2.7 0.3 0.3 5.0 LnGrp Delay(d),s/veh 37.6 31.0 3.1 2.3 4.2 3.9 LnGrp LOS D C AAAA Approach Vol, veh/h 197 871 1282 Approach Delay, s/veh 36.6 3.0 3.9 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 65.5 65.5 14.5 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 50.0 50.0 20.0 Max Q Clear Time (g_c+I1), s 12.0 7.6 9.3 Green Ext Time (p_c), s 21.7 23.0 0.4 Intersection Summary HCM 2010 Ctrl Delay 6.3 HCM 2010 LOS A 51 Timing Report, Sorted By Phase 5: College (US 287 & State 14) & Suniga short background am Synchro 9 Light Report Page 8 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 55 55 25 Maximum Split (%) 68.8% 68.8% 31.3% 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) 25 25 0 End Time (s) 0 0 25 Yield/Force Off (s) 75 75 20 Yield/Force Off 170(s) 75 75 20 Local Start Time (s) 25 25 0 Local Yield (s) 75 75 20 Local Yield 170(s) 75 75 20 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: 5: College (US 287 & State 14) & Suniga 52 HCM 2010 Signalized Intersection Summary 5: College (US 287 & State 14) & Suniga Short background PM Synchro 9 Light Report Page 7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 126 86 1480 212 86 1287 Future Volume (veh/h) 126 86 1480 212 86 1287 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 140 48 1644 208 96 1430 Adj No. of Lanes 112112 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222 Cap, veh/h 202 181 2782 1244 239 2782 Arrive On Green 0.11 0.11 0.79 0.79 0.79 0.79 Sat Flow, veh/h 1774 1583 3632 1583 248 3632 Grp Volume(v), veh/h 140 48 1644 208 96 1430 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 248 1770 Q Serve(g_s), s 6.1 2.2 14.9 2.6 20.2 11.6 Cycle Q Clear(g_c), s 6.1 2.2 14.9 2.6 35.1 11.6 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 202 181 2782 1244 239 2782 V/C Ratio(X) 0.69 0.27 0.59 0.17 0.40 0.51 Avail Cap(c_a), veh/h 288 257 2782 1244 239 2782 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 34.1 32.4 3.4 2.1 10.4 3.1 Incr Delay (d2), s/veh 4.2 0.8 0.9 0.3 5.0 0.7 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.2 1.0 7.4 1.2 1.7 5.8 LnGrp Delay(d),s/veh 38.3 33.2 4.4 2.4 15.4 3.8 LnGrp LOS D C AABA Approach Vol, veh/h 188 1852 1526 Approach Delay, s/veh 37.0 4.1 4.5 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 66.9 66.9 13.1 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 58.0 58.0 12.0 Max Q Clear Time (g_c+I1), s 37.1 16.9 8.1 Green Ext Time (p_c), s 19.7 36.8 0.2 Intersection Summary HCM 2010 Ctrl Delay 6.0 HCM 2010 LOS A 53 Timing Report, Sorted By Phase 5: College (US 287 & State 14) & Suniga Short background PM Synchro 9 Light Report Page 8 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 63 63 17 Maximum Split (%) 78.8% 78.8% 21.3% 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) 17 17 0 End Time (s) 0 0 17 Yield/Force Off (s) 75 75 12 Yield/Force Off 170(s) 75 75 12 Local Start Time (s) 17 17 0 Local Yield (s) 75 75 12 Local Yield 170(s) 75 75 12 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 5: College (US 287 & State 14) & Suniga 54 APPENDIX F 55 HCM 2010 Signalized Intersection Summary 15: Lemay & Suniga Long Background AM Synchro 9 Light Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 250 105 160 275 135 130 540 30 85 955 85 Future Volume (veh/h) 25 250 105 160 275 135 130 540 30 85 955 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 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 26 263 46 168 289 110 137 568 9 89 1005 62 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 258 945 423 282 945 423 375 2086 933 563 2041 913 Arrive On Green 0.27 0.27 0.27 0.27 0.27 0.27 0.06 0.59 0.59 0.04 0.58 0.58 Sat Flow, veh/h 982 3539 1583 1066 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 26 263 46 168 289 110 137 568 9 89 1005 62 Grp Sat Flow(s),veh/h/ln 982 1770 1583 1066 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 2.6 7.1 2.6 17.8 7.8 6.6 3.7 9.4 0.3 2.4 20.1 2.1 Cycle Q Clear(g_c), s 10.4 7.1 2.6 24.8 7.8 6.6 3.7 9.4 0.3 2.4 20.1 2.1 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 258 945 423 282 945 423 375 2086 933 563 2041 913 V/C Ratio(X) 0.10 0.28 0.11 0.60 0.31 0.26 0.37 0.27 0.01 0.16 0.49 0.07 Avail Cap(c_a), veh/h 331 1209 541 362 1209 541 438 2086 933 589 2041 913 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 39.2 34.8 33.2 44.6 35.1 34.6 11.1 12.0 10.2 9.4 15.0 11.2 Incr Delay (d2), s/veh 0.2 0.2 0.1 2.0 0.2 0.3 0.6 0.3 0.0 0.1 0.9 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 0.7 3.5 1.2 5.4 3.8 2.9 1.8 4.7 0.1 1.2 10.0 0.9 LnGrp Delay(d),s/veh 39.4 35.0 33.3 46.6 35.3 35.0 11.6 12.4 10.2 9.5 15.9 11.3 LnGrp LOS DCCDDCBBBABB Approach Vol, veh/h 335 567 714 1156 Approach Delay, s/veh 35.1 38.6 12.2 15.1 Approach LOS D D B B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.7 73.2 36.1 9.2 74.7 36.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 55.0 40.0 6.0 59.0 40.0 Max Q Clear Time (g_c+I1), s 5.7 22.1 12.4 4.4 11.4 26.8 Green Ext Time (p_c), s 0.1 15.1 5.5 0.0 17.3 4.2 Intersection Summary HCM 2010 Ctrl Delay 21.6 HCM 2010 LOS C 56 Timing Report, Sorted By Phase 15: Lemay & Suniga Long Background AM Synchro 9 Light Report Page 9 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 15 60 45 11 64 45 Maximum Split (%) 12.5% 50.0% 37.5% 9.2% 53.3% 37.5% Minimum Split (s) 11 15 15 11 15 15 Yellow Time (s) 333333 All-Red Time (s) 222222 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 45 60 0 45 56 0 End Time (s) 60 0 45 56 0 45 Yield/Force Off (s) 55 115 40 51 115 40 Yield/Force Off 170(s) 55 115 40 51 115 40 Local Start Time (s) 45 60 0 45 56 0 Local Yield (s) 55 115 40 51 115 40 Local Yield 170(s) 55 115 40 51 115 40 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 15: Lemay & Suniga 57 HCM 2010 Signalized Intersection Summary 15: Lemay & Suniga Long Background PM Synchro 9 Light Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 65 380 115 80 275 190 155 955 155 135 720 75 Future Volume (veh/h) 65 380 115 80 275 190 155 955 155 135 720 75 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 68 400 56 84 289 168 163 1005 140 142 758 52 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 233 892 399 206 892 399 487 2096 938 370 2076 929 Arrive On Green 0.25 0.25 0.25 0.25 0.25 0.25 0.06 0.59 0.59 0.06 0.59 0.59 Sat Flow, veh/h 931 3539 1583 931 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 68 400 56 84 289 168 163 1005 140 142 758 52 Grp Sat Flow(s),veh/h/ln 931 1770 1583 931 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 7.7 11.4 3.3 10.0 8.0 10.7 4.3 19.4 4.7 3.7 13.5 1.7 Cycle Q Clear(g_c), s 15.7 11.4 3.3 21.5 8.0 10.7 4.3 19.4 4.7 3.7 13.5 1.7 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 233 892 399 206 892 399 487 2096 938 370 2076 929 V/C Ratio(X) 0.29 0.45 0.14 0.41 0.32 0.42 0.33 0.48 0.15 0.38 0.37 0.06 Avail Cap(c_a), veh/h 316 1209 541 289 1209 541 540 2096 938 374 2076 929 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 43.0 37.9 34.8 46.9 36.6 37.6 9.2 13.9 10.9 10.4 13.1 10.6 Incr Delay (d2), s/veh 0.7 0.4 0.2 1.3 0.2 0.7 0.4 0.8 0.3 0.7 0.5 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 5.7 1.5 2.7 3.9 4.7 2.1 9.7 2.1 1.9 6.7 0.8 LnGrp Delay(d),s/veh 43.6 38.2 35.0 48.2 36.8 38.3 9.6 14.7 11.3 11.1 13.5 10.7 LnGrp LOS DDCDDDABBBBB Approach Vol, veh/h 524 541 1308 952 Approach Delay, s/veh 38.6 39.0 13.7 13.0 Approach LOS D D B B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.4 74.4 34.2 10.7 75.1 34.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 55.0 40.0 6.0 59.0 40.0 Max Q Clear Time (g_c+I1), s 6.3 15.5 17.7 5.7 21.4 23.5 Green Ext Time (p_c), s 0.1 19.8 6.5 0.0 19.3 5.8 Intersection Summary HCM 2010 Ctrl Delay 21.5 HCM 2010 LOS C 58 Timing Report, Sorted By Phase 15: Lemay & Suniga Long Background PM Synchro 9 Light Report Page 9 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 15 60 45 11 64 45 Maximum Split (%) 12.5% 50.0% 37.5% 9.2% 53.3% 37.5% Minimum Split (s) 11 15 15 11 15 15 Yellow Time (s) 333333 All-Red Time (s) 222222 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 45 60 0 45 56 0 End Time (s) 60 0 45 56 0 45 Yield/Force Off (s) 55 115 40 51 115 40 Yield/Force Off 170(s) 55 115 40 51 115 40 Local Start Time (s) 45 60 0 45 56 0 Local Yield (s) 55 115 40 51 115 40 Local Yield 170(s) 55 115 40 51 115 40 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 15: Lemay & Suniga 59 HCM 2010 TWSC 23: Lemay & Conifer Long Background AM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 140 250 410 760 80 Future Vol, veh/h 20 140 250 410 760 80 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 0 - - 0 Veh in Median Storage, # 1 - - 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 21 147 263 432 800 84 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1542 400 800 0 - 0 Stage 1 800 - - - - - Stage 2 742 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 106 600 819 - - - Stage 1 403 - - - - - Stage 2 432 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 72 600 819 - - - Mov Cap-2 Maneuver 187 - - - - - Stage 1 403 - - - - - Stage 2 293 - - - - - Approach EB NB SB HCM Control Delay, s 14.6 4.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 819 - 187 600 - - HCM Lane V/C Ratio 0.321 - 0.113 0.246 - - HCM Control Delay (s) 11.5 - 26.7 12.9 - - HCM Lane LOS B - D B - - HCM 95th %tile Q(veh) 1.4 - 0.4 1 - - 60 HCM 2010 TWSC 23: Lemay & Conifer Long Background PM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 4.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 70 280 275 725 535 60 Future Vol, veh/h 70 280 275 725 535 60 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 0 - - 0 Veh in Median Storage, # 1 - - 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 74 295 289 763 563 63 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1524 282 563 0 - 0 Stage 1 563 - - - - - Stage 2 961 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 109 715 1005 - - - Stage 1 534 - - - - - Stage 2 332 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 78 715 1005 - - - Mov Cap-2 Maneuver 179 - - - - - Stage 1 534 - - - - - Stage 2 237 - - - - - Approach EB NB SB HCM Control Delay, s 18.5 2.8 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1005 - 179 715 - - HCM Lane V/C Ratio 0.288 - 0.412 0.412 - - HCM Control Delay (s) 10 - 38.5 13.5 - - HCM Lane LOS B - E B - - HCM 95th %tile Q(veh) 1.2 - 1.8 2 - - 61 HCM 2010 AWSC 4: Linden/Redwood & Vine Long Background AM Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 8.4 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 85 15 Future Vol, veh/h 0 10 20 30 0 45 25 10 0 35 85 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 89 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 8.4 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 26% 17% 56% 9% Vol Thru, % 63% 33% 31% 81% Vol Right, % 11% 50% 12% 9% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 135 60 80 160 LT Vol 35 10 45 15 Through Vol 85 20 25 130 RT Vol 15 30 10 15 Lane Flow Rate 142 63 84 168 Geometry Grp 1111 Degree of Util (X) 0.176 0.079 0.111 0.206 Departure Headway (Hd) 4.453 4.475 4.749 4.404 Convergence, Y/N Yes Yes Yes Yes Cap 806 800 755 817 Service Time 2.476 2.504 2.777 2.425 HCM Lane V/C Ratio 0.176 0.079 0.111 0.206 HCM Control Delay 8.4 7.9 8.4 8.6 HCM Lane LOS AAAA HCM 95th-tile Q 0.6 0.3 0.4 0.8 62 HCM 2010 AWSC 4: Linden/Redwood & Vine Long Background AM Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 15 130 15 Future Vol, veh/h 0 15 130 15 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 16 137 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 8.6 HCM LOS A 63 HCM 2010 AWSC 4: Linden/Redwood & Vine Long Background PM Synchro 9 Light Report Page 2 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 64 HCM 2010 AWSC 4: Linden/Redwood & Vine Long Background PM Synchro 9 Light Report Page 3 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 65 HCM 2010 TWSC 9: Redwood & Suniga Long Background AM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 8.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 295 45 110 360 40 40 50 35 25 65 80 Future Vol, veh/h 50 295 45 110 360 40 40 50 35 25 65 80 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 311 47 116 379 42 42 53 37 26 68 84 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 421 0 0 358 0 0 894 1092 179 919 1095 211 Stage 1 - - - - - - 439 439 - 632 632 - Stage 2 - - - - - - 455 653 - 287 463 - 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 1135 - - 1197 - - 236 213 833 226 212 794 Stage 1 - - - - - - 567 576 - 435 472 - Stage 2 - - - - - - 554 462 - 696 562 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1135 - - 1197 - - 135 183 833 151 183 794 Mov Cap-2 Maneuver - - - - - - 135 183 - 151 183 - Stage 1 - - - - - - 541 549 - 415 426 - Stage 2 - - - - - - 375 417 - 573 536 - Approach EB WB NB SB HCM Control Delay, s 1.1 1.8 30.7 27.4 HCM LOS D D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 135 270 1135 - - 1197 - - 151 318 HCM Lane V/C Ratio 0.312 0.331 0.046 - - 0.097 - - 0.174 0.48 HCM Control Delay (s) 43.3 24.8 8.3 - - 8.3 - - 33.8 26.3 HCM Lane LOS E C A - - A - - D D HCM 95th %tile Q(veh) 1.2 1.4 0.1 - - 0.3 - - 0.6 2.5 66 HCM 2010 TWSC 9: Redwood & Suniga Long Background PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 63.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 125 395 65 75 400 30 70 160 105 35 80 75 Future Vol, veh/h 125 395 65 75 400 30 70 160 105 35 80 75 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 132 416 68 79 421 32 74 168 111 37 84 79 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 453 0 0 484 0 0 1124 1324 242 1150 1342 226 Stage 1 - - - - - - 713 713 - 595 595 - Stage 2 - - - - - - 411 611 - 555 747 - 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 1104 - - 1075 - - 160 ~ 155 759 153 151 777 Stage 1 - - - - - - 389 434 - 458 491 - Stage 2 - - - - - - 589 482 - 484 418 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1104 - - 1075 - - ~ 56 ~ 126 759 - 123 777 Mov Cap-2 Maneuver - - - - - - ~ 56 ~ 126 - - 123 - Stage 1 - - - - - - 342 382 - 403 455 - Stage 2 - - - - - - 400 447 - 204 368 - Approach EB WB NB SB HCM Control Delay, s 1.9 1.3 $ 302 HCM LOS F - Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 56 188 1104 - - 1075 - - - 208 HCM Lane V/C Ratio 1.316 1.484 0.119 - - 0.073 - - - 0.784 HCM Control Delay (s) $ 348 289.9 8.7 - - 8.6 - - - 65.8 HCM Lane LOS F F A - - A - - - F HCM 95th %tile Q(veh) 6.5 17.4 0.4 - - 0.2 - - - 5.5 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 67 HCM 2010 TWSC 11: Suniga & West Site Access Long Background AM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 535 470 5 15 5 Future Vol, veh/h 5 535 470 5 15 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 563 495 5 16 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 500 0 - 0 789 250 Stage 1 - - - - 497 - Stage 2 - - - - 292 - 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 1060 - - - 328 750 Stage 1 - - - - 577 - Stage 2 - - - - 732 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1060 - - - 326 750 Mov Cap-2 Maneuver - - - - 326 - Stage 1 - - - - 577 - Stage 2 - - - - 729 - Approach EB WB SB HCM Control Delay, s 0.1 0 15 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1060 - - - 380 HCM Lane V/C Ratio 0.005 - - - 0.055 HCM Control Delay (s) 8.4 - - - 15 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 0.2 68 HCM 2010 TWSC 10: Suniga & West Site Access Long Background PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 535 470 20 15 5 Future Vol, veh/h 5 535 470 20 15 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 200 - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 563 495 21 16 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 516 0 - 0 797 258 Stage 1 - - - - 505 - Stage 2 - - - - 292 - 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 1046 - - - 324 741 Stage 1 - - - - 571 - Stage 2 - - - - 732 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1046 - - - 322 741 Mov Cap-2 Maneuver - - - - 322 - Stage 1 - - - - 571 - Stage 2 - - - - 729 - Approach EB WB SB HCM Control Delay, s 0.1 0 15.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1046 - - - 375 HCM Lane V/C Ratio 0.005 - - - 0.056 HCM Control Delay (s) 8.5 - - - 15.2 HCM Lane LOS A - - - C HCM 95th %tile Q(veh) 0 - - - 0.2 69 HCM 2010 TWSC 3: Suniga & East Site Access Long Background AM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 370 485 5 10 0 Future Vol, veh/h 0 370 485 5 10 0 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 - - 200 200 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 389 511 5 11 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 511 0 - 0 706 255 Stage 1 - - - - 511 - Stage 2 - - - - 195 - 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 1050 - - - 370 744 Stage 1 - - - - 567 - Stage 2 - - - - 819 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1050 - - - 370 744 Mov Cap-2 Maneuver - - - - 370 - Stage 1 - - - - 567 - Stage 2 - - - - 819 - Approach EB WB SB HCM Control Delay, s 0 0 15 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1050 - - - 370 - HCM Lane V/C Ratio ---- 0.028 - HCM Control Delay (s) 0 - - - 15 0 HCM Lane LOS A - - - C A HCM 95th %tile Q(veh) 0 - - - 0.1 - 70 HCM 2010 TWSC 2: Suniga & East Site Access Long Background PM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 550 490 15 10 0 Future Vol, veh/h 0 550 490 15 10 0 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 - - 200 200 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 579 516 16 11 0 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 516 0 - 0 805 258 Stage 1 - - - - 516 - Stage 2 - - - - 289 - 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 1046 - - - 320 741 Stage 1 - - - - 564 - Stage 2 - - - - 735 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1046 - - - 320 741 Mov Cap-2 Maneuver - - - - 320 - Stage 1 - - - - 564 - Stage 2 - - - - 735 - Approach EB WB SB HCM Control Delay, s 0 0 16.6 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1046 - - - 320 - HCM Lane V/C Ratio ---- 0.033 - HCM Control Delay (s) 0 - - - 16.6 0 HCM Lane LOS A - - - C A HCM 95th %tile Q(veh) 0 - - - 0.1 - 71 HCM 2010 Signalized Intersection Summary 8: College (US 287 & State 14) & Suniga Long Background AM Synchro 9 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 5 10 320 5 130 30 830 165 165 1310 5 Future Volume (veh/h) 25 5 10 320 5 130 30 830 165 165 1310 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 00000000000 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 0 337 5 32 32 874 93 174 1379 5 Adj No. of Lanes 0 10111121120 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, % 2 22222222222 Cap, veh/h 106 10 0 509 513 436 248 1980 886 416 2151 8 Arrive On Green 0.04 0.04 0.00 0.20 0.28 0.28 0.03 0.56 0.56 0.07 0.59 0.59 Sat Flow, veh/h 1197 230 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 31 0 0 337 5 32 32 874 93 174 675 709 Grp Sat Flow(s),veh/h/ln1427 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.6 0.0 0.0 20.9 0.2 1.8 0.9 17.3 3.3 4.7 30.0 30.0 Cycle Q Clear(g_c), s 2.6 0.0 0.0 20.9 0.2 1.8 0.9 17.3 3.3 4.7 30.0 30.0 Prop In Lane 0.84 0.00 1.00 1.00 1.00 1.00 1.00 0.01 Lane Grp Cap(c), veh/h 116 0 0 509 513 436 248 1980 886 416 1052 1106 V/C Ratio(X) 0.27 0.00 0.00 0.66 0.01 0.07 0.13 0.44 0.10 0.42 0.64 0.64 Avail Cap(c_a), veh/h 186 0 0 511 605 515 298 1980 886 478 1052 1106 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 56.2 0.0 0.0 40.7 31.6 32.2 13.3 15.5 12.4 10.8 15.9 15.9 Incr Delay (d2), s/veh 1.2 0.0 0.0 3.2 0.0 0.1 0.2 0.7 0.2 0.7 3.0 2.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.0 0.0 0.0 10.6 0.1 0.8 0.5 8.6 1.5 2.3 15.5 16.2 LnGrp Delay(d),s/veh 57.4 0.0 0.0 43.9 31.6 32.2 13.5 16.2 12.6 11.5 18.9 18.8 LnGrp LOS E D C C BBBBBB Approach Vol, veh/h 31 374 999 1558 Approach Delay, s/veh 57.4 42.7 15.8 18.0 Approach LOS E D B B Timer 1 2345678 Assigned Phs 1 23456 8 Phs Duration (G+Y+Rc), s7.6 75.3 27.9 9.1 11.8 71.1 37.0 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax)6., 0 s 61.0 23.0 10.0 11.0 56.0 38.0 Max Q Clear Time (g_c+I1)2., 9 s 32.0 22.9 4.6 6.7 19.3 3.8 Green Ext Time (p_c), s 0.0 19.3 0.0 0.1 0.2 22.4 0.3 Intersection Summary HCM 2010 Ctrl Delay 20.8 HCM 2010 LOS C 72 Timing Report, Sorted By Phase 8: College (US 287 & State 14) & Suniga Long Background AM Synchro 9 Light Report Page 5 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 66 28 15 16 61 43 Maximum Split (%) 9.2% 55.0% 23.3% 12.5% 13.3% 50.8% 35.8% 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) 43 54 0 28 43 59 0 End Time (s) 54 0 28 43 59 0 43 Yield/Force Off (s) 49 115 23 38 54 115 38 Yield/Force Off 170(s) 49 115 23 38 54 115 38 Local Start Time (s) 43 54 0 28 43 59 0 Local Yield (s) 49 115 23 38 54 115 38 Local Yield 170(s) 49 115 23 38 54 115 38 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: 8: College (US 287 & State 14) & Suniga 73 HCM 2010 Signalized Intersection Summary 8: College (US 287 & State 14) & Suniga Long Background PM Synchro 9 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 20 5 10 250 5 200 20 1495 300 260 1320 5 Future Volume (veh/h) 20 5 10 250 5 200 20 1495 300 260 1320 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 00000000000 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 0 263 5 106 21 1574 235 274 1389 5 Adj No. of Lanes 0 10111121120 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, % 2 22222222222 Cap, veh/h 101 14 0 365 362 308 290 2132 954 317 2461 9 Arrive On Green 0.04 0.04 0.00 0.12 0.19 0.19 0.03 0.60 0.60 0.10 0.68 0.68 Sat Flow, veh/h 1062 314 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 26 0 0 263 5 106 21 1574 235 274 679 715 Grp Sat Flow(s),veh/h/ln1376 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.0 0.0 0.0 14.0 0.3 6.9 0.5 38.2 8.3 9.0 23.9 23.9 Cycle Q Clear(g_c), s 2.2 0.0 0.0 14.0 0.3 6.9 0.5 38.2 8.3 9.0 23.9 23.9 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 115 0 0 365 362 308 290 2132 954 317 1204 1266 V/C Ratio(X) 0.23 0.00 0.00 0.72 0.01 0.34 0.07 0.74 0.25 0.87 0.56 0.56 Avail Cap(c_a), veh/h 180 0 0 365 450 383 349 2132 954 399 1204 1266 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 55.8 0.0 0.0 47.6 39.0 41.7 9.4 17.1 11.1 29.3 9.9 9.9 Incr Delay (d2), s/veh 1.0 0.0 0.0 6.7 0.0 0.7 0.1 2.3 0.6 14.9 1.9 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 0.0 0.0 2.2 0.1 3.1 0.3 19.3 3.8 10.1 12.2 12.7 LnGrp Delay(d),s/veh 56.8 0.0 0.0 54.4 39.1 42.4 9.5 19.4 11.8 44.2 11.9 11.8 LnGrp LOS E D D D A B B D B B Approach Vol, veh/h 26 374 1830 1668 Approach Delay, s/veh 56.8 50.8 18.3 17.1 Approach LOS E D B B Timer 1 2345678 Assigned Phs 1 23456 8 Phs Duration (G+Y+Rc), s7.0 85.7 18.0 9.3 16.4 76.3 27.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax)6., 0 s 71.0 13.0 10.0 17.0 60.0 28.0 Max Q Clear Time (g_c+I1)2., 5 s 25.9 16.0 4.2 11.0 40.2 8.9 Green Ext Time (p_c), s 0.0 36.1 0.0 0.2 0.4 17.8 0.4 Intersection Summary HCM 2010 Ctrl Delay 21.2 HCM 2010 LOS C 74 Timing Report, Sorted By Phase 8: College (US 287 & State 14) & Suniga Long Background PM Synchro 9 Light Report Page 5 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 76 18 15 22 65 33 Maximum Split (%) 9.2% 63.3% 15.0% 12.5% 18.3% 54.2% 27.5% 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) 33 44 0 18 33 55 0 End Time (s) 44 0 18 33 55 0 33 Yield/Force Off (s) 39 115 13 28 50 115 28 Yield/Force Off 170(s) 39 115 13 28 50 115 28 Local Start Time (s) 33 44 0 18 33 55 0 Local Yield (s) 39 115 13 28 50 115 28 Local Yield 170(s) 39 115 13 28 50 115 28 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: 8: College (US 287 & State 14) & Suniga 75 APPENDIX G 76 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) 15 151 106 175 287 135 51 380 77 124 656 33 Future Volume (veh/h) 15 151 106 175 287 135 51 380 77 124 656 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 0.98 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 1831 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 15 151 82 175 287 118 51 380 74 124 656 31 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 138 213 115 300 318 131 103 745 139 174 839 39 Arrive On Green 0.02 0.19 0.19 0.09 0.26 0.26 0.60 0.60 0.60 0.60 0.60 0.60 Sat Flow, veh/h 1774 1108 601 1774 1221 502 112 1234 231 226 1391 64 Grp Volume(v), veh/h 15 0 233 175 0 405 505 0 0 811 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1709 1774 0 1723 1577 0 0 1682 0 0 Q Serve(g_s), s 0.7 0.0 14.0 8.4 0.0 25.0 0.0 0.0 0.0 23.4 0.0 0.0 Cycle Q Clear(g_c), s 0.7 0.0 14.0 8.4 0.0 25.0 16.9 0.0 0.0 40.3 0.0 0.0 Prop In Lane 1.00 0.35 1.00 0.29 0.10 0.15 0.15 0.04 Lane Grp Cap(c), veh/h 138 0 328 300 0 449 988 0 0 1053 0 0 V/C Ratio(X) 0.11 0.00 0.71 0.58 0.00 0.90 0.51 0.00 0.00 0.77 0.00 0.00 Avail Cap(c_a), veh/h 211 0 427 300 0 478 988 0 0 1053 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 35.6 0.0 41.6 31.2 0.0 39.3 12.0 0.0 0.0 16.4 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 3.9 2.9 0.0 28.1 1.9 0.0 0.0 5.7 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 7.0 4.3 0.0 15.4 8.9 0.0 0.0 20.4 0.0 0.0 LnGrp Delay(d),s/veh 36.0 0.0 45.4 34.1 0.0 67.4 13.9 0.0 0.0 22.1 0.0 0.0 LnGrp LOS D D C E B C Approach Vol, veh/h 248 580 505 811 Approach Delay, s/veh 44.9 57.4 13.9 22.1 Approach LOS D E B C Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 70.4 14.0 25.6 70.4 6.5 33.1 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 42.3 10.4 16.0 18.9 2.7 27.0 Green Ext Time (p_c), s 5.7 0.0 1.7 7.0 0.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 32.4 HCM 2010 LOS C 77 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 78 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) 52 315 94 107 231 182 90 949 210 124 656 33 Future Volume (veh/h) 52 315 94 107 231 182 90 949 210 124 656 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 1821 1824 1863 1833 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 54 328 87 111 241 163 94 989 217 129 683 33 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 135 259 69 149 197 133 87 721 155 106 486 23 Arrive On Green 0.04 0.19 0.19 0.05 0.20 0.20 0.66 0.66 0.66 0.66 0.66 0.66 Sat Flow, veh/h 1774 1380 366 1774 1009 682 84 1095 236 108 738 34 Grp Volume(v), veh/h 54 0 415 111 0 404 1300 0 0 845 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1746 1774 0 1691 1415 0 0 881 0 0 Q Serve(g_s), s 2.9 0.0 22.5 6.0 0.0 23.4 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.9 0.0 22.5 6.0 0.0 23.4 79.0 0.0 0.0 79.0 0.0 0.0 Prop In Lane 1.00 0.21 1.00 0.40 0.07 0.17 0.15 0.04 Lane Grp Cap(c), veh/h 135 0 327 149 0 330 963 0 0 615 0 0 V/C Ratio(X) 0.40 0.00 1.27 0.75 0.00 1.22 1.35 0.00 0.00 1.37 0.00 0.00 Avail Cap(c_a), veh/h 149 0 327 149 0 330 963 0 0 615 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 39.6 0.0 48.3 20.3 0.0 0.0 18.8 0.0 0.0 Incr Delay (d2), s/veh 1.9 0.0 142.4 18.5 0.0 125.2 164.1 0.0 0.0 178.8 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 1.5 0.0 23.8 1.5 0.0 22.4 75.8 0.0 0.0 50.8 0.0 0.0 LnGrp Delay(d),s/veh 40.7 0.0 191.1 58.1 0.0 173.5 184.4 0.0 0.0 197.6 0.0 0.0 LnGrp LOS D F E F F F Approach Vol, veh/h 469 515 1300 845 Approach Delay, s/veh 173.8 148.6 184.4 197.6 Approach LOS FFFF Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 83.0 10.0 27.0 83.0 9.1 27.9 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 78.0 5.0 21.5 78.0 5.0 21.5 Max Q Clear Time (g_c+I1), s 81.0 8.0 24.5 81.0 4.9 25.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 180.5 HCM 2010 LOS F 79 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) 83 10 27 83 10 27 Maximum Split (%) 69.2% 8.3% 22.5% 69.2% 8.3% 22.5% 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) 50 13 23 50 13 23 End Time (s) 13 23 50 13 23 50 Yield/Force Off (s) 8 18 44.5 8 18 44.5 Yield/Force Off 170(s) 118 18 34.5 118 18 34.5 Local Start Time (s) 37 0 10 37 0 10 Local Yield (s) 115 5 31.5 115 5 31.5 Local Yield 170(s) 105 5 21.5 105 5 21.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Lemay & Vine 80 HCM 2010 TWSC 8: Lemay & Suniga short total am Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 32 127 74 460 728 53 Future Vol, veh/h 32 127 74 460 728 53 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 32 127 74 460 728 53 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1603 888 919 0 - 0 Stage 1 888 - - - - - Stage 2 715 - - - - - 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 116 343 743 - - - Stage 1 402 - - - - - Stage 2 485 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 102 343 743 - - - Mov Cap-2 Maneuver 236 - - - - - Stage 1 402 - - - - - Stage 2 428 - - - - - Approach EB NB SB HCM Control Delay, s 23.4 1.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 743 - 236 343 - - HCM Lane V/C Ratio 0.117 - 0.16 0.436 - - HCM Control Delay (s) 10.5 - 23.1 23.5 - - HCM Lane LOS B - C C - - HCM 95th %tile Q(veh) 0.4 - 0.6 2.3 - - 81 HCM 2010 TWSC 8: Lemay & Suniga Short total PM Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 4.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 72 124 156 955 670 53 Future Vol, veh/h 72 124 156 955 670 53 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 0 250 - - - Veh in Median Storage, # 1 - - 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 80 138 173 1061 744 59 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 2182 774 803 0 - 0 Stage 1 774 - - - - - Stage 2 1408 - - - - - 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 ~ 51 398 821 - - - Stage 1 455 - - - - - Stage 2 226 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver ~ 40 398 821 - - - Mov Cap-2 Maneuver 131 - - - - - Stage 1 455 - - - - - Stage 2 178 - - - - - Approach EB NB SB HCM Control Delay, s 37 1.5 0 HCM LOS E Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 821 - 131 398 - - HCM Lane V/C Ratio 0.211 - 0.611 0.346 - - HCM Control Delay (s) 10.6 - 68.3 18.8 - - HCM Lane LOS B - F C - - HCM 95th %tile Q(veh) 0.8 - 3.1 1.5 - - Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 82 HCM 2010 TWSC 16: Lemay & Site Access short total am Synchro 9 Light Report Page 12 Intersection Int Delay, s/veh 0.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 7 10 4 479 750 3 Future Vol, veh/h 7 10 4 479 750 3 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 - 200 - - - 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 7 10 4 479 750 3 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1457 884 886 0 - 0 Stage 1 884 - - - - - Stage 2 573 - - - - - 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 143 344 764 - - - Stage 1 404 - - - - - Stage 2 564 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 142 344 764 - - - Mov Cap-2 Maneuver 142 - - - - - Stage 1 404 - - - - - Stage 2 560 - - - - - Approach EB NB SB HCM Control Delay, s 23.3 0.1 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 764 - 217 - - HCM Lane V/C Ratio 0.006 - 0.092 - - HCM Control Delay (s) 9.7 - 23.3 - - HCM Lane LOS A - C - - HCM 95th %tile Q(veh) 0 - 0.3 - - 83 HCM 2010 TWSC 16: Lemay & Site Access Short total PM Synchro 9 Light Report Page 12 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 7 10 985 699 7 Future Vol, veh/h 5 7 10 985 699 7 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 - 200 - - - 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 6 8 11 1094 777 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1898 781 784 0 - 0 Stage 1 781 - - - - - Stage 2 1117 - - - - - 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 76 395 834 - - - Stage 1 451 - - - - - Stage 2 313 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 75 395 834 - - - Mov Cap-2 Maneuver 75 - - - - - Stage 1 451 - - - - - Stage 2 309 - - - - - Approach EB NB SB HCM Control Delay, s 33 0.1 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 834 - 142 - - HCM Lane V/C Ratio 0.013 - 0.094 - - HCM Control Delay (s) 9.4 - 33 - - HCM Lane LOS A - D - - HCM 95th %tile Q(veh) 0 - 0.3 - - 84 HCM 2010 TWSC 2: Lemay & Conifer short total am Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 23 109 193 333 617 49 Future Vol, veh/h 23 109 193 333 617 49 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 200 - - 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 23 109 193 333 617 49 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1572 726 726 0 - 0 Stage 1 726 - - - - - Stage 2 846 - - - - - 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 89 425 877 - - - Stage 1 416 - - - - - Stage 2 357 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 71 425 877 - - - Mov Cap-2 Maneuver 162 - - - - - Stage 1 308 - - - - - Stage 2 265 - - - - - Approach EB NB SB HCM Control Delay, s 19.6 3.9 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 877 - 162 425 - - HCM Lane V/C Ratio 0.259 - 0.167 0.302 - - HCM Control Delay (s) 10.5 - 31.7 17.1 - - HCM Lane LOS B - D C - - HCM 95th %tile Q(veh) 1 - 0.6 1.3 - - 85 HCM 2010 TWSC 2: Lemay & Conifer Short total PM Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 4.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 55 215 211 691 437 35 Future Vol, veh/h 55 215 211 691 437 35 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 100 250 - - 250 Veh in Median Storage, # 1 - - 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 61 239 234 768 486 39 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1723 486 486 0 - 0 Stage 1 486 - - - - - Stage 2 1237 - - - - - 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 98 581 1077 - - - Stage 1 618 - - - - - Stage 2 274 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 77 581 1077 - - - Mov Cap-2 Maneuver 170 - - - - - Stage 1 618 - - - - - Stage 2 214 - - - - - Approach EB NB SB HCM Control Delay, s 20 2.2 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1077 - 170 581 - - HCM Lane V/C Ratio 0.218 - 0.359 0.411 - - HCM Control Delay (s) 9.3 - 37.6 15.5 - - HCM Lane LOS A - E C - - HCM 95th %tile Q(veh) 0.8 - 1.5 2 - - 86 HCM 2010 AWSC 3: Linden/Redwood & Vine short total am Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 15.8 Intersection LOS C 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 57 54 Future Vol, veh/h 0 3 197 35 0 77 234 23 0 17 57 54 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0 3 197 35 0 77 234 23 0 17 57 54 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 14.1 19.3 11.7 HCM LOS B C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 13% 1% 23% 24% Vol Thru, % 45% 84% 70% 64% Vol Right, % 42% 15% 7% 13% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 128 235 334 228 LT Vol 17 3 77 54 Through Vol 57 197 234 145 RT Vol 54 35 23 29 Lane Flow Rate 151 276 393 268 Geometry Grp 1111 Degree of Util (X) 0.265 0.457 0.64 0.464 Departure Headway (Hd) 6.332 5.956 5.863 6.227 Convergence, Y/N Yes Yes Yes Yes Cap 566 603 621 577 Service Time 4.389 4.002 3.863 4.275 HCM Lane V/C Ratio 0.267 0.458 0.633 0.464 HCM Control Delay 11.7 14.1 19.3 14.7 HCM Lane LOS B B C B HCM 95th-tile Q 1.1 2.5 5.3 2.6 87 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 54 145 29 Future Vol, veh/h 0 54 145 29 Peak Hour Factor 100 100 100 100 Heavy Vehicles, % 2222 Mvmt Flow 0 54 145 29 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 14.7 HCM LOS B 88 HCM 2010 AWSC 3: Linden/Redwood & Vine Short total PM Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh 35.6 Intersection LOS E 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 46 178 176 Future Vol, veh/h 0 30 271 45 0 56 229 41 0 46 178 176 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 33 301 50 0 62 254 46 0 51 198 196 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 35.6 32.2 45.9 HCM LOS E D E Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 12% 9% 17% 24% Vol Thru, % 44% 78% 70% 62% Vol Right, % 44% 13% 13% 15% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 400 346 326 177 LT Vol 46 30 56 42 Through Vol 178 271 229 109 RT Vol 176 45 41 26 Lane Flow Rate 444 384 362 197 Geometry Grp 1111 Degree of Util (X) 0.895 0.808 0.77 0.457 Departure Headway (Hd) 7.253 7.567 7.655 8.364 Convergence, Y/N Yes Yes Yes Yes Cap 498 477 471 429 Service Time 5.317 5.637 5.726 6.451 HCM Lane V/C Ratio 0.892 0.805 0.769 0.459 HCM Control Delay 45.9 35.6 32.2 18.4 HCM Lane LOS E E D C HCM 95th-tile Q 10 7.6 6.7 2.3 89 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 42 109 26 Future Vol, veh/h 0 42 109 26 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 47 121 29 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 18.4 HCM LOS C 90 HCM 2010 TWSC 4: Redwood & Suniga short total am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 6.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 27 76 30 75 140 24 8 42 24 25 55 60 Future Vol, veh/h 27 76 30 75 140 24 8 42 24 25 55 60 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - 0 200 - 0 200 - - 200 - - 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 27 76 30 75 140 24 8 42 24 25 55 60 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 165 0 0 89 0 0 562 494 89 533 494 165 Stage 1 - - - - - - 153 153 - 341 341 - Stage 2 - - - - - - 409 341 - 192 153 - 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 1413 - - 1506 - - 438 476 969 458 476 879 Stage 1 - - - - - - 849 771 - 674 639 - Stage 2 - - - - - - 619 639 - 810 771 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1413 - - 1506 - - 336 438 969 382 438 879 Mov Cap-2 Maneuver - - - - - - 336 438 - 382 438 - Stage 1 - - - - - - 830 754 - 659 602 - Stage 2 - - - - - - 478 602 - 718 754 - Approach EB WB NB SB HCM Control Delay, s 1.5 2.4 13.1 13.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 336 547 1413 - - 1506 - - 382 593 HCM Lane V/C Ratio 0.028 0.142 0.022 - - 0.059 - - 0.077 0.228 HCM Control Delay (s) 16 12.7 7.6 - - 7.5 - - 15.2 12.9 HCM Lane LOS C B A - - A - - C B HCM 95th %tile Q(veh) 0.1 0.5 0.1 - - 0.2 - - 0.2 0.9 91 HCM 2010 TWSC 4: Redwood & Suniga Short total PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 11.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 106 158 16 55 139 23 32 143 64 30 66 46 Future Vol, veh/h 106 158 16 55 139 23 32 143 64 30 66 46 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - 0 200 - 0 200 - - 200 - - 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 118 176 18 61 154 26 36 159 71 33 73 51 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 154 0 0 176 0 0 750 688 176 803 688 154 Stage 1 - - - - - - 411 411 - 277 277 - Stage 2 - - - - - - 339 277 - 526 411 - 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 1426 - - 1400 - - 328 369 867 302 369 892 Stage 1 - - - - - - 618 595 - 729 681 - Stage 2 - - - - - - 676 681 - 535 595 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1426 - - 1400 - - 232 324 867 156 324 892 Mov Cap-2 Maneuver - - - - - - 232 324 - 156 324 - Stage 1 - - - - - - 567 546 - 669 651 - Stage 2 - - - - - - 541 651 - 319 546 - Approach EB WB NB SB HCM Control Delay, s 2.9 1.9 25 20.2 HCM LOS D C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 232 402 1426 - - 1400 - - 156 439 HCM Lane V/C Ratio 0.153 0.572 0.083 - - 0.044 - - 0.214 0.283 HCM Control Delay (s) 23.3 25.3 7.8 - - 7.7 - - 34.2 16.4 HCM Lane LOS C D A - - A - - D C HCM 95th %tile Q(veh) 0.5 3.5 0.3 - - 0.1 - - 0.8 1.2 92 HCM 2010 TWSC 6: Suniga & West Site Access short total am Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 2.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 19 102 4 3 156 8 14 0 9 25 0 42 Future Vol, veh/h 19 102 4 3 156 8 14 0 9 25 0 42 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 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 19 102 4 3 156 8 14 0 9 25 0 42 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 193 0 0 125 0 0 266 367 62 300 364 96 Stage 1 - - - - - - 167 167 - 195 195 - Stage 2 - - - - - - 99 200 - 105 169 - 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 1378 - - 1459 - - 665 560 990 630 563 942 Stage 1 - - - - - - 818 759 - 788 738 - Stage 2 - - - - - - 896 735 - 889 758 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1378 - - 1459 - - 621 550 990 614 552 942 Mov Cap-2 Maneuver - - - - - - 621 550 - 614 552 - Stage 1 - - - - - - 805 747 - 775 736 - Stage 2 - - - - - - 847 733 - 865 746 - Approach EB WB NB SB HCM Control Delay, s 1.2 0.1 10.1 10.1 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 727 1378 - - 1459 - - 785 HCM Lane V/C Ratio 0.037 0.016 - - 0.002 - - 0.1 HCM Control Delay (s) 10.1 7.7 - - 7.5 - - 10.1 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0 - - 0 - - 0.3 93 HCM 2010 TWSC 6: Suniga & West Site Access Short total PM Synchro 9 Light Report Page 9 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 45 193 14 9 158 29 8 0 6 21 0 32 Future Vol, veh/h 45 193 14 9 158 29 8 0 6 21 0 32 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 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 50 214 16 10 176 32 9 0 7 23 0 36 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 208 0 0 230 0 0 430 550 115 419 542 104 Stage 1 - - - - - - 322 322 - 212 212 - Stage 2 - - - - - - 108 228 - 207 330 - 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 1360 - - 1335 - - 509 441 916 518 446 931 Stage 1 - - - - - - 664 650 - 770 726 - Stage 2 - - - - - - 886 714 - 776 644 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1360 - - 1335 - - 473 422 916 497 426 931 Mov Cap-2 Maneuver - - - - - - 473 422 - 497 426 - Stage 1 - - - - - - 640 626 - 742 721 - Stage 2 - - - - - - 846 709 - 742 620 - Approach EB WB NB SB HCM Control Delay, s 1.4 0.4 11.2 10.7 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 597 1360 - - 1335 - - 692 HCM Lane V/C Ratio 0.026 0.037 - - 0.007 - - 0.085 HCM Control Delay (s) 11.2 7.7 - - 7.7 - - 10.7 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.1 0.1 - - 0 - - 0.3 94 HCM 2010 TWSC 7: Suniga & East Site Access short total am Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 26 110 109 20 48 58 Future Vol, veh/h 26 110 109 20 48 58 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 - - 200 200 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 110 109 20 48 58 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 128 0 - 0 254 64 Stage 1 - - - - 128 - Stage 2 - - - - 126 - 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 1456 - - - 713 987 Stage 1 - - - - 884 - Stage 2 - - - - 886 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1456 - - - 698 987 Mov Cap-2 Maneuver - - - - 698 - Stage 1 - - - - 884 - Stage 2 - - - - 867 - Approach EB WB SB HCM Control Delay, s 1.4 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1456 - - - 698 987 HCM Lane V/C Ratio 0.021 - - - 0.081 0.069 HCM Control Delay (s) 7.5 - - - 10.6 8.9 HCM Lane LOS A - - - B A HCM 95th %tile Q(veh) 0.1 - - - 0.3 0.2 95 HCM 2010 TWSC 7: Suniga & East Site Access Short total PM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 62 153 153 56 38 43 Future Vol, veh/h 62 153 153 56 38 43 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 - - 200 200 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 69 170 170 62 42 48 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 170 0 - 0 393 85 Stage 1 - - - - 170 - Stage 2 - - - - 223 - 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 1405 - - - 584 957 Stage 1 - - - - 843 - Stage 2 - - - - 793 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1405 - - - 555 957 Mov Cap-2 Maneuver - - - - 555 - Stage 1 - - - - 843 - Stage 2 - - - - 754 - Approach EB WB SB HCM Control Delay, s 2.2 0 10.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1405 - - - 555 957 HCM Lane V/C Ratio 0.049 - - - 0.076 0.05 HCM Control Delay (s) 7.7 - - - 12 9 HCM Lane LOS A - - - B A HCM 95th %tile Q(veh) 0.2 - - - 0.2 0.2 96 HCM 2010 Signalized Intersection Summary 5: College (US 287 & State 14) & Suniga short total am Synchro 9 Light Report Page 7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 224 61 820 82 45 1241 Future Volume (veh/h) 224 61 820 82 45 1241 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 224 32 820 75 45 1241 Adj No. of Lanes 112112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 222222 Cap, veh/h 292 260 2603 1165 496 2603 Arrive On Green 0.16 0.16 0.74 0.74 0.74 0.74 Sat Flow, veh/h 1774 1583 3632 1583 619 3632 Grp Volume(v), veh/h 224 32 820 75 45 1241 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 619 1770 Q Serve(g_s), s 9.7 1.4 6.4 1.1 2.2 11.4 Cycle Q Clear(g_c), s 9.7 1.4 6.4 1.1 8.5 11.4 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 292 260 2603 1165 496 2603 V/C Ratio(X) 0.77 0.12 0.31 0.06 0.09 0.48 Avail Cap(c_a), veh/h 510 455 2603 1165 496 2603 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 32.0 28.5 3.6 2.9 5.1 4.3 Incr Delay (d2), s/veh 4.4 0.2 0.3 0.1 0.4 0.6 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 0.6 3.2 0.5 0.4 5.7 LnGrp Delay(d),s/veh 36.4 28.7 4.0 3.0 5.5 4.9 LnGrp LOS D C AAAA Approach Vol, veh/h 256 895 1286 Approach Delay, s/veh 35.4 3.9 5.0 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 62.8 62.8 17.2 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 48.0 48.0 22.0 Max Q Clear Time (g_c+I1), s 13.4 8.4 11.7 Green Ext Time (p_c), s 20.8 22.5 0.5 Intersection Summary HCM 2010 Ctrl Delay 7.8 HCM 2010 LOS A 97 Timing Report, Sorted By Phase 5: College (US 287 & State 14) & Suniga short total am Synchro 9 Light Report Page 8 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: 5: College (US 287 & State 14) & Suniga 98 HCM 2010 Signalized Intersection Summary 5: College (US 287 & State 14) & Suniga Short total PM Synchro 9 Light Report Page 7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 166 87 1480 271 96 1287 Future Volume (veh/h) 166 87 1480 271 96 1287 Number 3 18 6 16 5 2 Initial Q (Qb), veh 000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 184 49 1644 273 107 1430 Adj No. of Lanes 112112 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 222222 Cap, veh/h 245 219 2696 1206 219 2696 Arrive On Green 0.14 0.14 0.76 0.76 0.76 0.76 Sat Flow, veh/h 1774 1583 3632 1583 233 3632 Grp Volume(v), veh/h 184 49 1644 273 107 1430 Grp Sat Flow(s),veh/h/ln 1774 1583 1770 1583 233 1770 Q Serve(g_s), s 8.0 2.2 16.5 4.0 30.3 12.9 Cycle Q Clear(g_c), s 8.0 2.2 16.5 4.0 46.9 12.9 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 245 219 2696 1206 219 2696 V/C Ratio(X) 0.75 0.22 0.61 0.23 0.49 0.53 Avail Cap(c_a), veh/h 288 257 2696 1206 219 2696 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.1 30.7 4.2 2.7 14.7 3.8 Incr Delay (d2), s/veh 8.8 0.5 1.0 0.4 7.6 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 1.0 8.2 1.8 2.4 6.4 LnGrp Delay(d),s/veh 42.0 31.2 5.3 3.2 22.3 4.6 LnGrp LOS D C A A C A Approach Vol, veh/h 233 1917 1537 Approach Delay, s/veh 39.7 5.0 5.8 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 64.9 64.9 15.1 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 58.0 58.0 12.0 Max Q Clear Time (g_c+I1), s 48.9 18.5 10.0 Green Ext Time (p_c), s 8.9 35.9 0.1 Intersection Summary HCM 2010 Ctrl Delay 7.5 HCM 2010 LOS A 99 Timing Report, Sorted By Phase 5: College (US 287 & State 14) & Suniga Short total PM Synchro 9 Light Report Page 8 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 63 63 17 Maximum Split (%) 78.8% 78.8% 21.3% 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) 17 17 0 End Time (s) 0 0 17 Yield/Force Off (s) 75 75 12 Yield/Force Off 170(s) 75 75 12 Local Start Time (s) 17 17 0 Local Yield (s) 75 75 12 Local Yield 170(s) 75 75 12 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 5: College (US 287 & State 14) & Suniga 100 APPENDIX H 101 HCM 2010 Signalized Intersection Summary 15: Lemay & Suniga Long total AM Synchro 9 Light Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 260 160 160 280 135 155 540 30 85 955 90 Future Volume (veh/h) 35 260 160 160 280 135 155 540 30 85 955 90 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 37 274 103 168 295 110 163 568 9 89 1005 68 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 269 988 442 279 988 442 373 2040 913 551 1971 882 Arrive On Green 0.28 0.28 0.28 0.28 0.28 0.28 0.06 0.58 0.58 0.04 0.56 0.56 Sat Flow, veh/h 976 3539 1583 1002 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 37 274 103 168 295 110 163 568 9 89 1005 68 Grp Sat Flow(s),veh/h/ln 976 1770 1583 1002 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 3.7 7.3 6.0 18.9 7.9 6.5 4.6 9.7 0.3 2.5 21.1 2.4 Cycle Q Clear(g_c), s 11.6 7.3 6.0 26.2 7.9 6.5 4.6 9.7 0.3 2.5 21.1 2.4 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 269 988 442 279 988 442 373 2040 913 551 1971 882 V/C Ratio(X) 0.14 0.28 0.23 0.60 0.30 0.25 0.44 0.28 0.01 0.16 0.51 0.08 Avail Cap(c_a), veh/h 330 1209 541 342 1209 541 422 2040 913 576 1971 882 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.6 33.8 33.3 44.0 34.0 33.5 12.1 12.8 10.8 10.3 16.5 12.3 Incr Delay (d2), s/veh 0.2 0.2 0.3 2.1 0.2 0.3 0.8 0.3 0.0 0.1 0.9 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 3.6 2.7 5.4 3.9 2.9 2.3 4.8 0.1 1.3 10.4 1.1 LnGrp Delay(d),s/veh 38.8 33.9 33.6 46.1 34.2 33.8 12.9 13.2 10.8 10.4 17.4 12.5 LnGrp LOS DCCDCCBBBBBB Approach Vol, veh/h 414 573 740 1162 Approach Delay, s/veh 34.3 37.6 13.1 16.6 Approach LOS C D B B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.7 70.8 37.5 9.3 73.2 37.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 55.0 40.0 6.0 59.0 40.0 Max Q Clear Time (g_c+I1), s 6.6 23.1 13.6 4.5 11.7 28.2 Green Ext Time (p_c), s 0.1 14.9 6.0 0.0 17.3 4.3 Intersection Summary HCM 2010 Ctrl Delay 22.4 HCM 2010 LOS C 102 Timing Report, Sorted By Phase 15: Lemay & Suniga Long total AM Synchro 9 Light Report Page 9 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 15 60 45 11 64 45 Maximum Split (%) 12.5% 50.0% 37.5% 9.2% 53.3% 37.5% Minimum Split (s) 11 15 15 11 15 15 Yellow Time (s) 333333 All-Red Time (s) 222222 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 45 60 0 45 56 0 End Time (s) 60 0 45 56 0 45 Yield/Force Off (s) 55 115 40 51 115 40 Yield/Force Off 170(s) 55 115 40 51 115 40 Local Start Time (s) 45 60 0 45 56 0 Local Yield (s) 55 115 40 51 115 40 Local Yield 170(s) 55 115 40 51 115 40 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 15: Lemay & Suniga 103 HCM 2010 Signalized Intersection Summary 15: Lemay & Suniga Long total PM Synchro 9 Light Report Page 8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 385 155 80 285 190 215 955 155 135 20 85 Future Volume (veh/h) 70 385 155 80 285 190 215 955 155 135 20 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 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 74 405 98 84 300 168 226 1005 140 142 21 62 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 234 913 408 204 913 408 934 2069 926 367 1998 894 Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.26 0.08 0.58 0.58 0.06 0.56 0.56 Sat Flow, veh/h 921 3539 1583 892 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 74 405 98 84 300 168 226 1005 140 142 21 62 Grp Sat Flow(s),veh/h/ln 921 1770 1583 892 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 8.5 11.5 5.9 10.5 8.2 10.6 6.2 19.8 4.8 3.9 0.3 2.1 Cycle Q Clear(g_c), s 16.7 11.5 5.9 22.0 8.2 10.6 6.2 19.8 4.8 3.9 0.3 2.1 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 234 913 408 204 913 408 934 2069 926 367 1998 894 V/C Ratio(X) 0.32 0.44 0.24 0.41 0.33 0.41 0.24 0.49 0.15 0.39 0.01 0.07 Avail Cap(c_a), veh/h 311 1209 541 279 1209 541 958 2069 926 369 1998 894 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 42.9 37.3 35.2 46.5 36.1 37.0 8.6 14.5 11.4 11.1 11.5 11.8 Incr Delay (d2), s/veh 0.8 0.3 0.3 1.3 0.2 0.7 0.1 0.8 0.3 0.7 0.0 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.2 5.7 2.6 2.6 4.1 4.7 3.0 9.9 2.2 2.0 0.2 1.0 LnGrp Delay(d),s/veh 43.7 37.7 35.5 47.8 36.3 37.6 8.8 15.3 11.7 11.8 11.5 12.0 LnGrp LOS DDDDDDABBBBB Approach Vol, veh/h 577 552 1371 225 Approach Delay, s/veh 38.1 38.5 13.8 11.8 Approach LOS D D B B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 13.3 71.7 34.9 10.9 74.2 34.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 55.0 40.0 6.0 59.0 40.0 Max Q Clear Time (g_c+I1), s 8.2 4.1 18.7 5.9 21.8 24.0 Green Ext Time (p_c), s 0.1 10.8 6.7 0.0 10.3 6.0 Intersection Summary HCM 2010 Ctrl Delay 23.8 HCM 2010 LOS C 104 Timing Report, Sorted By Phase 15: Lemay & Suniga Long total PM Synchro 9 Light Report Page 9 Phase Number 124568 Movement NBL SBTL EBTL SBL NBTL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None C-Max None Maximum Split (s) 15 60 45 11 64 45 Maximum Split (%) 12.5% 50.0% 37.5% 9.2% 53.3% 37.5% Minimum Split (s) 11 15 15 11 15 15 Yellow Time (s) 333333 All-Red Time (s) 222222 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes Yes No Yes Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 45 60 0 45 56 0 End Time (s) 60 0 45 56 0 45 Yield/Force Off (s) 55 115 40 51 115 40 Yield/Force Off 170(s) 55 115 40 51 115 40 Local Start Time (s) 45 60 0 45 56 0 Local Yield (s) 55 115 40 51 115 40 Local Yield 170(s) 55 115 40 51 115 40 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 15: Lemay & Suniga 105 HCM 2010 TWSC 23: Lemay & Conifer Long total AM Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 140 250 420 765 80 Future Vol, veh/h 20 140 250 420 765 80 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 0 - - 0 Veh in Median Storage, # 1 - - 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 21 147 263 442 805 84 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1552 403 805 0 - 0 Stage 1 805 - - - - - Stage 2 747 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 104 597 815 - - - Stage 1 400 - - - - - Stage 2 429 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 70 597 815 - - - Mov Cap-2 Maneuver 185 - - - - - Stage 1 400 - - - - - Stage 2 291 - - - - - Approach EB NB SB HCM Control Delay, s 14.7 4.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 815 - 185 597 - - HCM Lane V/C Ratio 0.323 - 0.114 0.247 - - HCM Control Delay (s) 11.5 - 26.9 13 - - HCM Lane LOS B - D B - - HCM 95th %tile Q(veh) 1.4 - 0.4 1 - - 106 HCM 2010 TWSC 23: Lemay & Conifer Long total PM Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 4.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 70 280 275 730 545 60 Future Vol, veh/h 70 280 275 730 545 60 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 0 - - 0 Veh in Median Storage, # 1 - - 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 74 295 289 768 574 63 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1537 287 574 0 - 0 Stage 1 574 - - - - - Stage 2 963 - - - - - Critical Hdwy 6.84 6.94 4.14 - - - Critical Hdwy Stg 1 5.84 - - - - - Critical Hdwy Stg 2 5.84 - - - - - Follow-up Hdwy 3.52 3.32 2.22 - - - Pot Cap-1 Maneuver 107 710 995 - - - Stage 1 527 - - - - - Stage 2 331 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 76 710 995 - - - Mov Cap-2 Maneuver 177 - - - - - Stage 1 527 - - - - - Stage 2 235 - - - - - Approach EB NB SB HCM Control Delay, s 18.7 2.8 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 995 - 177 710 - - HCM Lane V/C Ratio 0.291 - 0.416 0.415 - - HCM Control Delay (s) 10.1 - 39.1 13.6 - - HCM Lane LOS B - E B - - HCM 95th %tile Q(veh) 1.2 - 1.9 2 - - 107 HCM 2010 AWSC 4: Linden/Redwood & Vine Long total AM Synchro 9 Light Report Page 2 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 8.5 8.6 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 23% 17% 56% 8% Vol Thru, % 67% 33% 31% 85% Vol Right, % 10% 50% 12% 8% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 150 60 80 195 LT Vol 35 10 45 15 Through Vol 100 20 25 165 RT Vol 15 30 10 15 Lane Flow Rate 158 63 84 205 Geometry Grp 1111 Degree of Util (X) 0.197 0.081 0.114 0.253 Departure Headway (Hd) 4.502 4.6 4.872 4.435 Convergence, Y/N Yes Yes Yes Yes Cap 797 777 735 811 Service Time 2.531 2.636 2.907 2.462 HCM Lane V/C Ratio 0.198 0.081 0.114 0.253 HCM Control Delay 8.6 8 8.5 9 HCM Lane LOS AAAA HCM 95th-tile Q 0.7 0.3 0.4 1 108 HCM 2010 AWSC 4: Linden/Redwood & Vine Long total AM Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 15 165 15 Future Vol, veh/h 0 15 165 15 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 16 174 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 109 HCM 2010 AWSC 4: Linden/Redwood & Vine Long total PM Synchro 9 Light Report Page 2 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 1.2 110 HCM 2010 AWSC 4: Linden/Redwood & Vine Long total PM Synchro 9 Light Report Page 3 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 111 HCM 2010 TWSC 9: Redwood & Suniga Long total AM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 11.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 50 325 45 145 425 50 40 50 50 30 65 80 Future Vol, veh/h 50 325 45 145 425 50 40 50 50 30 65 80 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 0 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 53 342 47 153 447 53 42 53 53 32 68 84 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 500 0 0 389 0 0 1034 1276 195 1082 1274 250 Stage 1 - - - - - - 471 471 - 779 779 - Stage 2 - - - - - - 563 805 - 303 495 - 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 1060 - - 1166 - - 186 165 814 172 166 750 Stage 1 - - - - - - 542 558 - 355 404 - Stage 2 - - - - - - 478 393 - 681 544 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1060 - - 1166 - - 88 136 814 98 137 750 Mov Cap-2 Maneuver - - - - - - 88 136 - 98 137 - Stage 1 - - - - - - 515 530 - 337 351 - Stage 2 - - - - - - 297 341 - 545 517 - Approach EB WB NB SB HCM Control Delay, s 1 2 45.8 42.8 HCM LOS E E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 88 233 1060 - - 1166 - - 98 250 HCM Lane V/C Ratio 0.478 0.452 0.05 - - 0.131 - - 0.322 0.611 HCM Control Delay (s) 78.8 32.6 8.6 - - 8.6 - - 58.3 39.6 HCM Lane LOS F D A - - A - - F E HCM 95th %tile Q(veh) 2 2.2 0.2 - - 0.5 - - 1.2 3.6 112 HCM 2010 TWSC 9: Redwood & Suniga Long total PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 94.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 125 365 65 100 445 35 70 160 145 45 80 75 Future Vol, veh/h 125 365 65 100 445 35 70 160 145 45 80 75 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 132 384 68 105 468 37 74 168 153 47 84 79 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 505 0 0 453 0 0 1169 1398 226 1236 1413 253 Stage 1 - - - - - - 682 682 - 697 697 - Stage 2 - - - - - - 487 716 - 539 716 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1056 - - 1104 - - 148 ~ 140 777 132 137 746 Stage 1 - - - - - - 406 448 - 398 441 - Stage 2 - - - - - - 531 432 - 494 432 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1056 - - 1104 - - ~ 41 ~ 111 777 - 108 746 Mov Cap-2 Maneuver - - - - - - ~ 41 ~ 111 - - 108 - Stage 1 - - - - - - 355 392 - 348 399 - Stage 2 - - - - - - 339 391 - 198 378 - Approach EB WB NB SB HCM Control Delay, s 2 1.5 $ 426.2 HCM LOS F - Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 41 187 1056 - - 1104 - - - 184 HCM Lane V/C Ratio 1.797 1.717 0.125 - - 0.095 - - - 0.887 HCM Control Delay (s) $ 593.4$ 387.8 8.9 - - 8.6 - - - 91 HCM Lane LOS F F A - - A - - - F HCM 95th %tile Q(veh) 7.7 22.2 0.4 - - 0.3 - - - 6.6 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 113 HCM 2010 Signalized Intersection Summary 9: Redwood & Suniga Long total AM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 50 325 45 145 425 50 40 50 50 30 65 80 Future Volume (veh/h) 50 325 45 145 425 50 40 50 50 30 65 80 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 53 342 47 153 447 53 42 53 53 32 68 84 Adj No. of Lanes 120120110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 214 536 73 289 711 84 804 551 551 851 489 604 Arrive On Green 0.04 0.17 0.17 0.09 0.22 0.22 0.64 0.64 0.64 0.64 0.64 0.64 Sat Flow, veh/h 1774 3130 427 1774 3190 376 1230 856 856 1283 759 938 Grp Volume(v), veh/h 53 192 197 153 247 253 42 0 106 32 0 152 Grp Sat Flow(s),veh/h/ln 1774 1770 1787 1774 1770 1796 1230 0 1712 1283 0 1697 Q Serve(g_s), s 3.2 13.2 13.4 8.9 16.5 16.7 1.8 0.0 3.1 1.3 0.0 4.6 Cycle Q Clear(g_c), s 3.2 13.2 13.4 8.9 16.5 16.7 6.4 0.0 3.1 4.4 0.0 4.6 Prop In Lane 1.00 0.24 1.00 0.21 1.00 0.50 1.00 0.55 Lane Grp Cap(c), veh/h 214 303 306 289 394 400 804 0 1102 851 0 1093 V/C Ratio(X) 0.25 0.63 0.64 0.53 0.63 0.63 0.05 0.00 0.10 0.04 0.00 0.14 Avail Cap(c_a), veh/h 344 608 614 529 811 823 804 0 1102 851 0 1093 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 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 42.2 50.5 50.6 38.3 46.0 46.0 10.4 0.0 8.9 9.7 0.0 9.1 Incr Delay (d2), s/veh 0.6 2.1 2.2 1.5 1.6 1.7 0.1 0.0 0.2 0.1 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.6 6.6 6.8 4.5 8.3 8.5 0.6 0.0 1.5 0.5 0.0 2.2 LnGrp Delay(d),s/veh 42.8 52.6 52.7 39.8 47.6 47.7 10.5 0.0 9.0 9.8 0.0 9.4 LnGrp LOS DDDDDDB AA A Approach Vol, veh/h 442 653 148 184 Approach Delay, s/veh 51.5 45.8 9.4 9.5 Approach LOS D D A A Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 88.3 16.2 26.4 88.3 9.5 33.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 43.0 29.0 44.0 43.0 14.0 59.0 Max Q Clear Time (g_c+I1), s 6.6 10.9 15.4 8.4 5.2 18.7 Green Ext Time (p_c), s 1.9 0.4 6.0 1.9 0.1 6.3 Intersection Summary HCM 2010 Ctrl Delay 39.1 HCM 2010 LOS D 114 Timing Report, Sorted By Phase 9: Redwood & Suniga Long total AM Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 48 34 49 48 19 64 Maximum Split (%) 36.6% 26.0% 37.4% 36.6% 14.5% 48.9% Minimum Split (s) 15 11 15 15 11 15 Yellow Time (s) 333333 All-Red Time (s) 222222 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 83 0 34 83 0 19 End Time (s) 0 34 83 0 19 83 Yield/Force Off (s) 126 29 78 126 14 78 Yield/Force Off 170(s) 126 29 78 126 14 78 Local Start Time (s) 83 0 34 83 0 19 Local Yield (s) 126 29 78 126 14 78 Local Yield 170(s) 126 29 78 126 14 78 Intersection Summary Cycle Length 131 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Redwood & Suniga 115 HCM 2010 Signalized Intersection Summary 9: Redwood & Suniga Long total PM Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 125 365 65 100 445 35 70 160 145 45 80 75 Future Volume (veh/h) 125 365 65 100 445 35 70 160 145 45 80 75 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 132 384 68 105 468 37 74 168 153 47 84 79 Adj No. of Lanes 120120110110 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 222222222222 Cap, veh/h 270 669 117 284 696 55 751 547 498 606 538 506 Arrive On Green 0.08 0.22 0.22 0.02 0.07 0.07 0.61 0.61 0.61 0.61 0.61 0.61 Sat Flow, veh/h 1774 3010 529 1774 3324 262 1218 899 819 1054 884 832 Grp Volume(v), veh/h 132 224 228 105 248 257 74 0 321 47 0 163 Grp Sat Flow(s),veh/h/ln 1774 1770 1769 1774 1770 1817 1218 0 1718 1054 0 1716 Q Serve(g_s), s 6.8 13.6 13.8 5.5 16.4 16.5 3.4 0.0 10.8 2.7 0.0 4.9 Cycle Q Clear(g_c), s 6.8 13.6 13.8 5.5 16.4 16.5 8.3 0.0 10.8 13.5 0.0 4.9 Prop In Lane 1.00 0.30 1.00 0.14 1.00 0.48 1.00 0.48 Lane Grp Cap(c), veh/h 270 393 393 284 370 380 751 0 1045 606 0 1044 V/C Ratio(X) 0.49 0.57 0.58 0.37 0.67 0.67 0.10 0.00 0.31 0.08 0.00 0.16 Avail Cap(c_a), veh/h 390 590 590 382 546 560 751 0 1045 606 0 1044 HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 0.33 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 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 33.8 41.6 41.7 35.6 51.8 51.9 12.0 0.0 11.3 14.6 0.0 10.2 Incr Delay (d2), s/veh 1.1 1.0 1.1 0.8 2.1 2.1 0.3 0.0 0.8 0.2 0.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.4 6.7 6.9 2.7 8.3 8.6 1.2 0.0 5.3 0.8 0.0 2.4 LnGrp Delay(d),s/veh 34.9 42.6 42.7 36.4 53.9 54.0 12.2 0.0 12.1 14.8 0.0 10.5 LnGrp LOS CDDDDDB BB B Approach Vol, veh/h 584 610 395 210 Approach Delay, s/veh 40.9 50.9 12.1 11.5 Approach LOS D D B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 77.0 12.4 30.7 77.0 13.9 29.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 52.0 14.0 39.0 52.0 17.0 36.0 Max Q Clear Time (g_c+I1), s 15.5 7.5 15.8 12.8 8.8 18.5 Green Ext Time (p_c), s 3.9 0.1 6.2 3.9 0.2 5.6 Intersection Summary HCM 2010 Ctrl Delay 34.6 HCM 2010 LOS C 116 Timing Report, Sorted By Phase 9: Redwood & Suniga Long total PM Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 57 19 44 57 22 41 Maximum Split (%) 47.5% 15.8% 36.7% 47.5% 18.3% 34.2% Minimum Split (s) 15 11 15 15 11 15 Yellow Time (s) 333333 All-Red Time (s) 222222 Minimum Initial (s) 444444 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) Flash Dont Walk (s) Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 63 0 19 63 0 22 End Time (s) 0 19 63 0 22 63 Yield/Force Off (s) 115 14 58 115 17 58 Yield/Force Off 170(s) 115 14 58 115 17 58 Local Start Time (s) 63 0 19 63 0 22 Local Yield (s) 115 14 58 115 17 58 Local Yield 170(s) 115 14 58 115 17 58 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 45 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 9: Redwood & Suniga 117 HCM 2010 TWSC 10: West Site Access/East Site Access & Suniga Long total AM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 380 5 5 540 10 15 0 10 25 0 45 Future Vol, veh/h 25 380 5 5 540 10 15 0 10 25 0 45 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 26 400 5 5 568 11 16 0 11 26 0 47 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 579 0 0 405 0 0 750 1044 203 837 1042 289 Stage 1 - - - - - - 455 455 - 584 584 - Stage 2 - - - - - - 295 589 - 253 458 - 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 991 - - 1150 - - 300 228 804 259 228 708 Stage 1 - - - - - - 554 567 - 465 496 - Stage 2 - - - - - - 689 494 - 729 565 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 991 - - 1150 - - 273 221 804 250 221 708 Mov Cap-2 Maneuver - - - - - - 273 221 - 250 221 - Stage 1 - - - - - - 539 552 - 453 494 - Stage 2 - - - - - - 640 492 - 701 550 - Approach EB WB NB SB HCM Control Delay, s 0.5 0.1 15.4 15.2 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 371 991 - - 1150 - - 428 HCM Lane V/C Ratio 0.071 0.027 - - 0.005 - - 0.172 HCM Control Delay (s) 15.4 8.7 - - 8.1 - - 15.2 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.6 118 HCM 2010 TWSC 10: West Site Access/East Site Access & Suniga Long total 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 45 595 15 10 515 30 10 0 5 20 0 35 Future Vol, veh/h 45 595 15 10 515 30 10 0 5 20 0 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - 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 47 626 16 11 542 32 11 0 5 21 0 37 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 574 0 0 642 0 0 1021 1324 321 987 1316 287 Stage 1 - - - - - - 729 729 - 579 579 - Stage 2 - - - - - - 292 595 - 408 737 - 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 - - 939 - - 191 155 675 202 156 710 Stage 1 - - - - - - 380 426 - 468 499 - Stage 2 - - - - - - 692 491 - 591 423 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 995 - - 939 - - 173 146 675 191 147 710 Mov Cap-2 Maneuver - - - - - - 173 146 - 191 147 - Stage 1 - - - - - - 362 406 - 446 493 - Stage 2 - - - - - - 648 485 - 559 403 - Approach EB WB NB SB HCM Control Delay, s 0.6 0.2 21.8 17 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 230 995 - - 939 - - 357 HCM Lane V/C Ratio 0.069 0.048 - - 0.011 - - 0.162 HCM Control Delay (s) 21.8 8.8 - - 8.9 - - 17 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.2 0.1 - - 0 - - 0.6 119 HCM 2010 TWSC 2: Suniga & East Site Access Long total AM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 25 395 500 20 50 50 Future Vol, veh/h 25 395 500 20 50 50 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 - - 200 200 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 26 416 526 21 53 53 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 526 0 - 0 787 263 Stage 1 - - - - 526 - Stage 2 - - - - 261 - 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 1037 - - - 329 735 Stage 1 - - - - 557 - Stage 2 - - - - 759 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1037 - - - 321 735 Mov Cap-2 Maneuver - - - - 321 - Stage 1 - - - - 557 - Stage 2 - - - - 740 - Approach EB WB SB HCM Control Delay, s 0.5 0 14.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1037 - - - 321 735 HCM Lane V/C Ratio 0.025 - - - 0.164 0.072 HCM Control Delay (s) 8.6 - - - 18.4 10.3 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0.1 - - - 0.6 0.2 120 HCM 2010 TWSC 2: Suniga & East Site Access Long total PM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 55 570 515 55 40 35 Future Vol, veh/h 55 570 515 55 40 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 200 - - 200 200 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 58 600 542 58 42 37 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 542 0 - 0 958 271 Stage 1 - - - - 542 - Stage 2 - - - - 416 - Critical Hdwy 4.14 - - - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy 2.22 - - - 3.52 3.32 Pot Cap-1 Maneuver 1023 - - - 255 727 Stage 1 - - - - 547 - Stage 2 - - - - 634 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1023 - - - 241 727 Mov Cap-2 Maneuver - - - - 241 - Stage 1 - - - - 547 - Stage 2 - - - - 598 - Approach EB WB SB HCM Control Delay, s 0.8 0 17.1 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1023 - - - 241 727 HCM Lane V/C Ratio 0.057 - - - 0.175 0.051 HCM Control Delay (s) 8.7 - - - 23.1 10.2 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0.2 - - - 0.6 0.2 121 HCM 2010 TWSC 17: Old Lemay & Suniga Long total AM Synchro 9 Light Report Page 10 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 10 420 15 10 505 5 5 0 5 15 0 10 Future Vol, veh/h 10 420 15 10 505 5 5 0 5 15 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 11 442 16 11 532 5 5 0 5 16 0 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 537 0 0 458 0 0 758 1029 229 797 1034 268 Stage 1 - - - - - - 471 471 - 555 555 - Stage 2 - - - - - - 287 558 - 242 479 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1027 - - 1099 - - 296 232 774 277 231 730 Stage 1 - - - - - - 542 558 - 484 511 - Stage 2 - - - - - - 696 510 - 740 553 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1027 - - 1099 - - 287 227 774 271 226 730 Mov Cap-2 Maneuver - - - - - - 287 227 - 271 226 - Stage 1 - - - - - - 536 552 - 479 506 - Stage 2 - - - - - - 679 505 - 727 547 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.2 13.8 15.5 HCM LOS B C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 287 774 1027 - - 1099 - - 271 730 HCM Lane V/C Ratio 0.018 0.007 0.01 - - 0.01 - - 0.058 0.014 HCM Control Delay (s) 17.8 9.7 8.5 - - 8.3 - - 19.1 10 HCM Lane LOS C A A - - A - - C B HCM 95th %tile Q(veh) 0.1 0 0 - - 0 - - 0.2 0 122 HCM 2010 TWSC 17: Old Lemay & Suniga Long total PM Synchro 9 Light Report Page 10 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 20 585 5 5 550 20 15 0 10 10 0 5 Future Vol, veh/h 20 585 5 5 550 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 21 616 5 5 579 21 16 0 11 11 0 5 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 600 0 0 621 0 0 961 1272 311 950 1263 300 Stage 1 - - - - - - 661 661 - 600 600 - Stage 2 - - - - - - 300 611 - 350 663 - 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 973 - - 956 - - 211 166 685 215 168 696 Stage 1 - - - - - - 418 458 - 455 488 - Stage 2 - - - - - - 684 482 - 639 457 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 973 - - 956 - - 205 162 685 207 164 696 Mov Cap-2 Maneuver - - - - - - 205 162 - 207 164 - Stage 1 - - - - - - 409 448 - 445 485 - Stage 2 - - - - - - 675 479 - 616 447 - Approach EB WB NB SB HCM Control Delay, s 0.3 0.1 18.5 18.9 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 205 685 973 - - 956 - - 207 696 HCM Lane V/C Ratio 0.077 0.015 0.022 - - 0.006 - - 0.051 0.008 HCM Control Delay (s) 24 10.3 8.8 - - 8.8 - - 23.3 10.2 HCM Lane LOS C B A - - A - - C B HCM 95th %tile Q(veh) 0.2 0 0.1 - - 0 - - 0.2 0 123 HCM 2010 Signalized Intersection Summary 8: College (US 287 & State 14) & Suniga Long total AM Synchro 9 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 25 5 10 375 5 140 30 830 190 170 1310 5 Future Volume (veh/h) 25 5 10 375 5 140 30 830 190 170 1310 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 26 5 0 395 5 42 32 874 119 179 1379 5 Adj No. of Lanes 0 10111121120 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, % 2 22222222222 Cap, veh/h 108 10 0 483 486 413 257 2034 910 420 2202 8 Arrive On Green 0.04 0.04 0.00 0.18 0.26 0.26 0.03 0.57 0.57 0.06 0.61 0.61 Sat Flow, veh/h 1187 228 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 31 0 0 395 5 42 32 874 119 179 675 709 Grp Sat Flow(s),veh/h/ln1416 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.6 0.0 0.0 22.0 0.2 2.4 0.9 16.7 4.1 4.6 28.9 28.9 Cycle Q Clear(g_c), s 2.6 0.0 0.0 22.0 0.2 2.4 0.9 16.7 4.1 4.6 28.9 28.9 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 0 483 486 413 257 2034 910 420 1077 1133 V/C Ratio(X) 0.26 0.00 0.00 0.82 0.01 0.10 0.12 0.43 0.13 0.43 0.63 0.63 Avail Cap(c_a), veh/h 185 0 0 483 574 488 307 2034 910 454 1077 1133 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 44.1 32.9 33.7 12.3 14.4 11.7 10.1 14.8 14.8 Incr Delay (d2), s/veh 1.2 0.0 0.0 10.5 0.0 0.1 0.2 0.7 0.3 0.7 2.8 2.6 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/ln1.0 0.0 0.0 3.3 0.1 1.1 0.4 8.3 1.9 2.3 14.9 15.6 LnGrp Delay(d),s/veh 57.2 0.0 0.0 54.6 32.9 33.8 12.6 15.1 12.0 10.7 17.6 17.5 LnGrp LOS E D C C BBBBBB Approach Vol, veh/h 31 442 1025 1563 Approach Delay, s/veh 57.2 52.4 14.6 16.7 Approach LOS E D B B Timer 1 2345678 Assigned Phs 1 23456 8 Phs Duration (G+Y+Rc), s7.6 77.1 26.0 9.3 11.7 73.0 35.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax)6., 0 s 63.0 21.0 10.0 9.0 60.0 36.0 Max Q Clear Time (g_c+I1)2., 9 s 30.9 24.0 4.6 6.6 18.7 4.4 Green Ext Time (p_c), s 0.0 20.8 0.0 0.1 0.1 24.2 0.3 Intersection Summary HCM 2010 Ctrl Delay 21.6 HCM 2010 LOS C 124 Timing Report, Sorted By Phase 8: College (US 287 & State 14) & Suniga Long total AM Synchro 9 Light Report Page 5 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 68 26 15 14 65 41 Maximum Split (%) 9.2% 56.7% 21.7% 12.5% 11.7% 54.2% 34.2% 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) 41 52 0 26 41 55 0 End Time (s) 52 0 26 41 55 0 41 Yield/Force Off (s) 47 115 21 36 50 115 36 Yield/Force Off 170(s) 47 115 21 36 50 115 36 Local Start Time (s) 41 52 0 26 41 55 0 Local Yield (s) 47 115 21 36 50 115 36 Local Yield 170(s) 47 115 21 36 50 115 36 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: 8: College (US 287 & State 14) & Suniga 125 HCM 2010 Signalized Intersection Summary 8: College (US 287 & State 14) & Suniga Long total PM Synchro 9 Light Report Page 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 20 5 10 290 5 205 20 1495 360 270 1320 5 Future Volume (veh/h) 20 5 10 290 5 205 20 1495 360 270 1320 5 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1863 1863 1863 1863 1863 1863 1863 1863 1900 Adj Flow Rate, veh/h 21 5 0 305 5 111 21 1574 298 284 1389 5 Adj No. of Lanes 0 10111121120 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, % 2 22222222222 Cap, veh/h 101 14 0 365 362 308 290 2095 937 326 2461 9 Arrive On Green 0.04 0.04 0.00 0.12 0.19 0.19 0.03 0.59 0.59 0.11 0.68 0.68 Sat Flow, veh/h 1056 316 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 26 0 0 305 5 111 21 1574 298 284 679 715 Grp Sat Flow(s),veh/h/ln1371 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.0 0.0 0.0 14.0 0.3 7.3 0.6 39.2 11.3 10.3 23.9 23.9 Cycle Q Clear(g_c), s 2.2 0.0 0.0 14.0 0.3 7.3 0.6 39.2 11.3 10.3 23.9 23.9 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 115 0 0 365 362 308 290 2095 937 326 1204 1266 V/C Ratio(X) 0.23 0.00 0.00 0.83 0.01 0.36 0.07 0.75 0.32 0.87 0.56 0.56 Avail Cap(c_a), veh/h 179 0 0 365 450 383 349 2095 937 391 1204 1266 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 55.8 0.0 0.0 49.0 39.0 41.9 9.7 18.0 12.3 31.2 10.0 10.0 Incr Delay (d2), s/veh 1.0 0.0 0.0 15.3 0.0 0.7 0.1 2.5 0.9 16.7 1.9 1.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 0.0 0.0 4.8 0.1 3.3 0.3 19.8 5.2 10.7 12.2 12.7 LnGrp Delay(d),s/veh 56.8 0.0 0.0 64.3 39.0 42.6 9.8 20.5 13.2 47.9 11.9 11.8 LnGrp LOS E E D D A C B D B B Approach Vol, veh/h 26 421 1893 1678 Approach Delay, s/veh 56.8 58.3 19.2 17.9 Approach LOS EEBB Timer 1 2345678 Assigned Phs 1 23456 8 Phs Duration (G+Y+Rc), s7.0 85.6 18.0 9.3 17.6 75.0 27.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax)6., 0 s 71.0 13.0 10.0 17.0 60.0 28.0 Max Q Clear Time (g_c+I1)2., 6 s 25.9 16.0 4.2 12.3 41.2 9.3 Green Ext Time (p_c), s 0.0 36.5 0.0 0.2 0.4 17.0 0.4 Intersection Summary HCM 2010 Ctrl Delay 23.0 HCM 2010 LOS C 126 Timing Report, Sorted By Phase 8: College (US 287 & State 14) & Suniga Long total PM Synchro 9 Light Report Page 5 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 76 18 15 22 65 33 Maximum Split (%) 9.2% 63.3% 15.0% 12.5% 18.3% 54.2% 27.5% 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) 33 44 0 18 33 55 0 End Time (s) 44 0 18 33 55 0 33 Yield/Force Off (s) 39 115 13 28 50 115 28 Yield/Force Off 170(s) 39 115 13 28 50 115 28 Local Start Time (s) 33 44 0 18 33 55 0 Local Yield (s) 39 115 13 28 50 115 28 Local Yield 170(s) 39 115 13 28 50 115 28 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: 8: College (US 287 & State 14) & Suniga 127 APPENDIX I 128 129 130 131 APPENDIX J 132 Vine College Conifer kory Redwood Jerome Blue Spruce Suniga SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Northfield, Phase 1 133 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 south of the site Residential Minimum B C C C B 1 Actual D D C C B Proposed D D C C B Residential neighborhood to the west of the site Residential Minimum B C C C B 2 Actual A B B C B Proposed A B B C B Residential neighborhood to the north of the site Residential Minimum B C C C B 3 Actual D D B C B Proposed D D B C 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 134 Vine College Conifer kory Redwood Jerome Blue Spruce Suniga SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Northfield, Phase 1 135 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 4 136 100 200 300 400 500 600 EB AM 330 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 EB PM 490 VPH WB PM 375 VPH AM 1500 VPH PM 1870 VPH WB AM 460 VPH 31 100 200 300 400 500 600 NB AM 90 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 SB PM 115 VPH NB PM 195 VPH AM 705 VPH PM 815 VPH SB AM 130 VPH 30 WB PM 15 VPH WB AM 109 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 25 VPH AM 2162 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 2936 VPH WB PM 65 VPH WB PM 15 VPH WB AM 109 VPH 29