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HomeMy WebLinkAboutCROWNE AT OLD TOWN NORTH (FORMERLY CROWNE ON SUNIGA - RESIDENTIAL) - PDP - PDP170007 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)APPENDIX A 1 2 3 4 5 6 APPENDIX B 7 8 9 10 11 APPENDIX C 12 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer recent am Synchro 9 Light Report Page 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 172 33 588 162 29 922 Future Volume (veh/h) 172 33 588 162 29 922 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 00000 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 1759 1863 1937 1759 Adj Flow Rate, veh/h 189 2 646 121 32 1013 Adj No. of Lanes 2 12112 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 2 28228 Cap, veh/h 340 156 2553 1208 603 2553 Arrive On Green 0.10 0.10 0.76 0.76 0.76 0.76 Sat Flow, veh/h 3442 1583 3431 1581 726 3431 Grp Volume(v), veh/h 189 2 646 121 32 1013 Grp Sat Flow(s),veh/h/ln1721 1583 1671 1581 726 1671 Q Serve(g_s), s 4.2 0.1 4.5 1.6 1.1 8.2 Cycle Q Clear(g_c), s 4.2 0.1 4.5 1.6 5.6 8.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 340 156 2553 1208 603 2553 V/C Ratio(X) 0.56 0.01 0.25 0.10 0.05 0.40 Avail Cap(c_a), veh/h 1097 505 2553 1208 603 2553 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 34.4 32.5 2.8 2.4 3.6 3.2 Incr Delay (d2), s/veh 1.4 0.0 0.2 0.2 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.1 0.0 2.1 0.7 0.2 3.8 LnGrp Delay(d),s/veh 35.8 32.6 3.0 2.6 3.8 3.7 LnGrp LOS D C AAAA Approach Vol, veh/h 191 767 1045 Approach Delay, s/veh 35.8 2.9 3.7 Approach LOS D A A Timer 1 2345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 67.6 67.6 12.4 Change Period (Y+Rc), s 7.5 7.5 5.5 Max Green Setting (Gmax), s 42.5 42.5 24.5 Max Q Clear Time (g_c+I1), s 10.2 6.5 6.2 Green Ext Time (p_c), s 9.2 9.4 0.6 Intersection Summary HCM 2010 Ctrl Delay 6.5 HCM 2010 LOS A 13 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer recent am Synchro 9 Light Report Page 5 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Max None Maximum Split (s) 50 50 30 Maximum Split (%) 62.5% 62.5% 37.5% Minimum Split (s) 24.5 24.5 25.5 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 3 3 2 Minimum Initial (s) 10 10 7 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) 7 7 7 Flash Dont Walk (s) 10 10 13 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 77 77 47 End Time (s) 47 47 77 Yield/Force Off (s) 39.5 39.5 71.5 Yield/Force Off 170(s) 29.5 29.5 58.5 Local Start Time (s) 30 30 0 Local Yield (s) 72.5 72.5 24.5 Local Yield 170(s) 62.5 62.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 47 (59%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 74: College (US 287 & State 14) & Conifer 14 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer Recent PM Synchro 9 Light Report Page 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 294 68 1144 181 30 871 Future Volume (veh/h) 294 68 1144 181 30 871 Number 7 14 6 16 5 2 Initial Q (Qb), veh 0 00000 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 1759 1900 1827 1759 Adj Flow Rate, veh/h 313 8 1217 129 32 927 Adj No. of Lanes 2 12112 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 2 28448 Cap, veh/h 459 211 2437 1176 317 2437 Arrive On Green 0.13 0.13 0.73 0.73 0.73 0.73 Sat Flow, veh/h 3442 1583 3431 1613 396 3431 Grp Volume(v), veh/h 313 8 1217 129 32 927 Grp Sat Flow(s),veh/h/ln1721 1583 1671 1613 396 1671 Q Serve(g_s), s 6.9 0.4 12.4 1.9 3.0 8.3 Cycle Q Clear(g_c), s 6.9 0.4 12.4 1.9 15.4 8.3 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 459 211 2437 1176 317 2437 V/C Ratio(X) 0.68 0.04 0.50 0.11 0.10 0.38 Avail Cap(c_a), veh/h 753 346 2437 1176 317 2437 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 33.0 30.2 4.6 3.2 7.9 4.1 Incr Delay (d2), s/veh 1.8 0.1 0.7 0.2 0.6 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln3.4 0.2 5.8 0.9 0.4 3.9 LnGrp Delay(d),s/veh 34.8 30.3 5.4 3.4 8.5 4.5 LnGrp LOS C C AAAA Approach Vol, veh/h 321 1346 959 Approach Delay, s/veh 34.7 5.2 4.6 Approach LOS C A A Timer 1 2345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 64.8 15.2 64.8 Change Period (Y+Rc), s 7.5 5.5 7.5 Max Green Setting (Gmax), s 50.5 16.5 50.5 Max Q Clear Time (g_c+I1), s 17.4 8.9 14.4 Green Ext Time (p_c), s 13.8 0.7 14.2 Intersection Summary HCM 2010 Ctrl Delay 8.6 HCM 2010 LOS A Notes 15 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer Recent PM Synchro 9 Light Report Page 6 Phase Number 2 4 6 Movement SBTL WBL NBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max Maximum Split (s) 58 22 58 Maximum Split (%) 72.5% 27.5% 72.5% Minimum Split (s) 24.5 25.5 24.5 Yellow Time (s) 4.5 3.5 4.5 All-Red Time (s) 3 2 3 Minimum Initial (s) 10 7 10 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) 7 7 7 Flash Dont Walk (s) 10 13 10 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 31.5 9.5 31.5 End Time (s) 9.5 31.5 9.5 Yield/Force Off (s) 2 26 2 Yield/Force Off 170(s) 72 13 72 Local Start Time (s) 29.5 7.5 29.5 Local Yield (s) 0 24 0 Local Yield 170(s) 70 11 70 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 2 (3%), Referenced to phase 2:SBTL, Start of Yellow Splits and Phases: 74: College (US 287 & State 14) & Conifer 16 HCM 2010 TWSC 2: Vine & Jerome recent am Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 14 211 253 2 7 44 Future Vol, veh/h 14 211 253 2 7 44 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 16 248 298 2 8 52 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 300 0 - 0 580 299 Stage 1 - - - - 299 - Stage 2 - - - - 281 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1261 - - - 477 741 Stage 1 - - - - 752 - Stage 2 - - - - 767 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1261 - - - 470 741 Mov Cap-2 Maneuver - - - - 470 - Stage 1 - - - - 752 - Stage 2 - - - - 755 - Approach EB WB SB HCM Control Delay, s 0.5 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1261 - - - 470 741 HCM Lane V/C Ratio 0.013 - - - 0.018 0.07 HCM Control Delay (s) 7.9 0 - - 12.8 10.2 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0 - - - 0.1 0.2 17 HCM 2010 TWSC 2: Vine & Jerome Recent PM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 38 281 253 2 3 47 Future Vol, veh/h 38 281 253 2 3 47 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 42 312 281 2 3 52 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 283 0 - 0 679 282 Stage 1 - - - - 282 - Stage 2 - - - - 397 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1279 - - - 417 757 Stage 1 - - - - 766 - Stage 2 - - - - 679 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1279 - - - 400 757 Mov Cap-2 Maneuver - - - - 400 - Stage 1 - - - - 766 - Stage 2 - - - - 652 - Approach EB WB SB HCM Control Delay, s 0.9 0 10.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1279 - - - 400 757 HCM Lane V/C Ratio 0.033 - - - 0.008 0.069 HCM Control Delay (s) 7.9 0 - - 14.1 10.1 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0.1 - - - 0 0.2 18 HCM 2010 AWSC 4: Linden/Redwood & Vine recent am Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 11.3 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 16 186 31 0 67 220 21 0 30 15 35 Future Vol, veh/h 0 16 186 31 0 67 220 21 0 30 15 35 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 19 219 36 0 79 259 25 0 35 18 41 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 11 12.5 9.5 HCM LOS B B A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 38% 7% 22% 29% Vol Thru, % 19% 80% 71% 42% Vol Right, % 44% 13% 7% 28% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 80 233 308 99 LT Vol 30 16 67 29 Through Vol 15 186 220 42 RT Vol 35 31 21 28 Lane Flow Rate 94 274 362 116 Geometry Grp 1111 Degree of Util (X) 0.145 0.379 0.486 0.18 Departure Headway (Hd) 5.542 4.972 4.935 5.573 Convergence, Y/N Yes Yes Yes Yes Cap 648 729 736 645 Service Time 3.562 2.972 2.935 3.591 HCM Lane V/C Ratio 0.145 0.376 0.492 0.18 HCM Control Delay 9.5 11 12.5 9.8 HCM Lane LOS ABBA HCM 95th-tile Q 0.5 1.8 2.7 0.7 19 HCM 2010 AWSC 4: Linden/Redwood & Vine recent 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 29 42 28 Future Vol, veh/h 0 29 42 28 Peak Hour Factor 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2222 Mvmt Flow 0 34 49 33 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 9.8 HCM LOS A 20 HCM 2010 AWSC 4: Linden/Redwood & Vine Recent PM Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 12.6 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 20 286 46 0 46 150 35 0 54 49 92 Future Vol, veh/h 0 20 286 46 0 46 150 35 0 54 49 92 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 22 318 51 0 51 167 39 0 60 54 102 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 11.7 11.4 HCM LOS B B B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 28% 6% 20% 11% Vol Thru, % 25% 81% 65% 49% Vol Right, % 47% 13% 15% 39% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 195 352 231 79 LT Vol 54 20 46 9 Through Vol 49 286 150 39 RT Vol 92 46 35 31 Lane Flow Rate 217 391 257 88 Geometry Grp 1111 Degree of Util (X) 0.334 0.559 0.381 0.142 Departure Headway (Hd) 5.552 5.142 5.345 5.833 Convergence, Y/N Yes Yes Yes Yes Cap 646 700 672 612 Service Time 3.604 3.18 3.39 3.896 HCM Lane V/C Ratio 0.336 0.559 0.382 0.144 HCM Control Delay 11.4 14.5 11.7 9.9 HCM Lane LOS BBBA HCM 95th-tile Q 1.5 3.5 1.8 0.5 21 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 9 39 31 Future Vol, veh/h 0 9 39 31 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 10 43 34 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 9.9 HCM LOS A 22 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine recent am Synchro 9 Light Report Page 6 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 23 Timing Report, Sorted By Phase 127: Lemay & Vine recent am Synchro 9 Light Report Page 7 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 24 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine Recent PM Synchro 9 Light Report Page 7 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 25 Timing Report, Sorted By Phase 127: Lemay & Vine Recent PM Synchro 9 Light Report Page 8 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 26 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 27 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach leg Any Movement Signalized D1 E E2 Unsignalized Arterial / Arterial Collector / Collector E3 F4 Unsignalized Arterial / Collector Arterial / Local Collector / Local Local / Local D3 F4 Roundabout E 3,5 E54 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighted average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 28 APPENDIX D 29 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 WB AM 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 33 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer without signal at College/Suniga short background am Synchro 9 Light Report Page 7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 272 40 651 186 34 1019 Future Volume (veh/h) 272 40 651 186 34 1019 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 1759 1863 1937 1759 Adj Flow Rate, veh/h 272 6 651 129 34 1019 Adj No. of Lanes 212112 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 228228 Cap, veh/h 427 196 2468 1168 574 2468 Arrive On Green 0.12 0.12 0.74 0.74 0.74 0.74 Sat Flow, veh/h 3442 1583 3431 1581 717 3431 Grp Volume(v), veh/h 272 6 651 129 34 1019 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1581 717 1671 Q Serve(g_s), s 6.0 0.3 5.1 1.9 1.3 9.2 Cycle Q Clear(g_c), s 6.0 0.3 5.1 1.9 6.4 9.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 427 196 2468 1168 574 2468 V/C Ratio(X) 0.64 0.03 0.26 0.11 0.06 0.41 Avail Cap(c_a), veh/h 1097 505 2468 1168 574 2468 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 30.8 3.4 3.0 4.4 3.9 Incr Delay (d2), s/veh 1.6 0.1 0.3 0.2 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 3.0 0.1 2.3 0.9 0.3 4.3 LnGrp Delay(d),s/veh 34.9 30.9 3.7 3.2 4.6 4.5 LnGrp LOS C C AAAA Approach Vol, veh/h 278 780 1053 Approach Delay, s/veh 34.8 3.6 4.5 Approach LOS C A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 65.6 65.6 14.4 Change Period (Y+Rc), s 7.5 7.5 5.5 Max Green Setting (Gmax), s 42.5 42.5 24.5 Max Q Clear Time (g_c+I1), s 11.2 7.1 8.0 Green Ext Time (p_c), s 9.3 9.6 0.9 Intersection Summary HCM 2010 Ctrl Delay 8.1 HCM 2010 LOS A 34 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer without signal at College/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 Max None Maximum Split (s) 50 50 30 Maximum Split (%) 62.5% 62.5% 37.5% Minimum Split (s) 24.5 24.5 25.5 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 3 3 2 Minimum Initial (s) 10 10 7 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) 7 7 7 Flash Dont Walk (s) 10 10 13 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 77 77 47 End Time (s) 47 47 77 Yield/Force Off (s) 39.5 39.5 71.5 Yield/Force Off 170(s) 29.5 29.5 58.5 Local Start Time (s) 30 30 0 Local Yield (s) 72.5 72.5 24.5 Local Yield 170(s) 62.5 62.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 47 (59%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 74: College (US 287 & State 14) & Conifer 35 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer without signal at College/suniga Short background PM Synchro 9 Light Report Page 7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 377 78 1264 230 38 964 Future Volume (veh/h) 377 78 1264 230 38 964 Number 7 14 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 1759 1900 1827 1759 Adj Flow Rate, veh/h 401 19 1345 181 40 1026 Adj No. of Lanes 212112 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 228448 Cap, veh/h 547 252 2351 1134 258 2351 Arrive On Green 0.16 0.16 0.70 0.70 0.70 0.70 Sat Flow, veh/h 3442 1583 3431 1613 333 3431 Grp Volume(v), veh/h 401 19 1345 181 40 1026 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1613 333 1671 Q Serve(g_s), s 8.9 0.8 16.0 3.0 5.4 10.5 Cycle Q Clear(g_c), s 8.9 0.8 16.0 3.0 21.4 10.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 547 252 2351 1134 258 2351 V/C Ratio(X) 0.73 0.08 0.57 0.16 0.16 0.44 Avail Cap(c_a), veh/h 753 346 2351 1134 258 2351 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 28.6 5.9 4.0 11.2 5.1 Incr Delay (d2), s/veh 2.4 0.1 1.0 0.3 1.3 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 4.4 0.4 7.6 1.4 0.6 4.9 LnGrp Delay(d),s/veh 34.4 28.8 6.9 4.3 12.5 5.7 LnGrp LOS C C AABA Approach Vol, veh/h 420 1526 1066 Approach Delay, s/veh 34.1 6.6 5.9 Approach LOS C A A Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 62.8 17.2 62.8 Change Period (Y+Rc), s 7.5 5.5 7.5 Max Green Setting (Gmax), s 50.5 16.5 50.5 Max Q Clear Time (g_c+I1), s 23.4 10.9 18.0 Green Ext Time (p_c), s 15.1 0.9 16.6 Intersection Summary HCM 2010 Ctrl Delay 10.2 HCM 2010 LOS B Notes 36 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer without signal at College/suniga Short background PM Synchro 9 Light Report Page 9 Phase Number 2 4 6 Movement SBTL WBL NBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max Maximum Split (s) 58 22 58 Maximum Split (%) 72.5% 27.5% 72.5% Minimum Split (s) 24.5 25.5 24.5 Yellow Time (s) 4.5 3.5 4.5 All-Red Time (s) 3 2 3 Minimum Initial (s) 10 7 10 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) 7 7 7 Flash Dont Walk (s) 10 13 10 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 31.5 9.5 31.5 End Time (s) 9.5 31.5 9.5 Yield/Force Off (s) 2 26 2 Yield/Force Off 170(s) 72 13 72 Local Start Time (s) 29.5 7.5 29.5 Local Yield (s) 0 24 0 Local Yield 170(s) 70 11 70 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 2 (3%), Referenced to phase 2:SBTL, Start of Yellow Splits and Phases: 74: College (US 287 & State 14) & Conifer 37 HCM 2010 TWSC 9: College (US 287 & State 14) & Suniga without signal at College/Suniga short background am Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 17 23 814 20 12 1280 Future Vol, veh/h 17 23 814 20 12 1280 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 - 200 200 - 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 17 23 814 20 12 1280 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1739 479 0 0 958 0 Stage 1 958 - - - - - Stage 2 781 - - - - - 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 78 533 - - 714 - Stage 1 333 - - - - - Stage 2 412 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 76 533 - - 714 - Mov Cap-2 Maneuver 201 - - - - - Stage 1 333 - - - - - Stage 2 404 - - - - - Approach WB NB SB HCM Control Delay, s 17.5 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 201 533 714 - HCM Lane V/C Ratio - - 0.1 0.051 0.02 - HCM Control Delay (s) - - 24.9 12.1 10.1 - HCM Lane LOS - - C B B - HCM 95th %tile Q(veh) - - 0.3 0.2 0.1 - 38 HCM 2010 TWSC 8: College (US 287 & State 14) & Suniga without signal at College/suniga Short background PM Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 11 40 1454 87 34 1307 Future Vol, veh/h 11 40 1454 87 34 1307 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 - 200 200 - 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 12 44 1616 97 38 1452 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2418 808 0 0 1616 0 Stage 1 1616 - - - - - Stage 2 802 - - - - - 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 27 324 - - 399 - Stage 1 148 - - - - - Stage 2 402 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 24 324 - - 399 - Mov Cap-2 Maneuver 105 - - - - - Stage 1 148 - - - - - Stage 2 364 - - - - - Approach WB NB SB HCM Control Delay, s 23.5 0 0.4 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 105 324 399 - HCM Lane V/C Ratio - - 0.116 0.137 0.095 - HCM Control Delay (s) - - 43.8 17.9 15 - HCM Lane LOS - - E C B - HCM 95th %tile Q(veh) - - 0.4 0.5 0.3 - 39 HCM 2010 TWSC 11: Jerome & Suniga without signal at College/Suniga short background am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 2.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 22 10 2 19 21 2 Future Vol, veh/h 22 10 2 19 21 2 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 22 10 2 19 21 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 38 0 48 19 Stage 1 - - - - 32 - Stage 2 - - - - 16 - 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 - - 1571 - 947 1055 Stage 1 - - - - 980 - Stage 2 - - - - 1001 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1571 - 946 1055 Mov Cap-2 Maneuver - - - - 946 - Stage 1 - - - - 980 - Stage 2 - - - - 1000 - Approach EB WB NB HCM Control Delay, s 0 0.7 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 955 - - 1571 - HCM Lane V/C Ratio 0.028 - - 0.001 - HCM Control Delay (s) 8.9 - - 7.3 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 40 HCM 2010 TWSC 10: Jerome & Suniga without signal at College/suniga Short background PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 92 29 2 28 23 2 Future Vol, veh/h 92 29 2 28 23 2 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 102 32 2 31 26 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 134 0 138 67 Stage 1 - - - - 118 - Stage 2 - - - - 20 - 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 - - 1448 - 819 983 Stage 1 - - - - 874 - Stage 2 - - - - 996 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1448 - 818 983 Mov Cap-2 Maneuver - - - - 818 - Stage 1 - - - - 874 - Stage 2 - - - - 995 - Approach EB WB NB HCM Control Delay, s 0 0.5 9.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 829 - - 1448 - HCM Lane V/C Ratio 0.034 - - 0.002 - HCM Control Delay (s) 9.5 - - 7.5 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 41 HCM 2010 TWSC 10: Redwood & Suniga without signal at College/Suniga short background am Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 1.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 14 6 2 41 72 12 Future Vol, veh/h 14 6 2 41 72 12 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 - - - - 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 14 6 2 41 72 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 145 92 99 0 - 0 Stage 1 92 - - - - - Stage 2 53 - - - - - 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 847 965 1494 - - - Stage 1 932 - - - - - Stage 2 970 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 846 965 1494 - - - Mov Cap-2 Maneuver 846 - - - - - Stage 1 932 - - - - - Stage 2 969 - - - - - Approach EB NB SB HCM Control Delay, s 9.2 0.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1494 - 846 965 - - HCM Lane V/C Ratio 0.002 - 0.019 0.007 - - HCM Control Delay (s) 7.4 0 9.3 8.8 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0 - 0.1 0 - - 42 HCM 2010 TWSC 9: Redwood & Suniga without signal at College/suniga Short background PM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 58 4 8 72 68 18 Future Vol, veh/h 58 4 8 72 68 18 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 - - - - 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 64 4 9 80 76 20 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 184 86 96 0 - 0 Stage 1 86 - - - - - Stage 2 98 - - - - - 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 805 973 1498 - - - Stage 1 937 - - - - - Stage 2 926 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 800 973 1498 - - - Mov Cap-2 Maneuver 800 - - - - - Stage 1 937 - - - - - Stage 2 920 - - - - - Approach EB NB SB HCM Control Delay, s 9.8 0.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1498 - 800 973 - - HCM Lane V/C Ratio 0.006 - 0.081 0.005 - - HCM Control Delay (s) 7.4 0 9.9 8.7 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0 - 0.3 0 - - 43 HCM 2010 TWSC 2: Vine & Jerome without signal at College/Suniga short background am 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 17 234 284 2 8 56 Future Vol, veh/h 17 234 284 2 8 56 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 17 234 284 2 8 56 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 336 0 - 0 650 335 Stage 1 - - - - 335 - Stage 2 - - - - 315 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1223 - - - 434 707 Stage 1 - - - - 725 - Stage 2 - - - - 740 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1223 - - - 426 707 Mov Cap-2 Maneuver - - - - 426 - Stage 1 - - - - 725 - Stage 2 - - - - 726 - Approach EB WB SB HCM Control Delay, s 0.5 0 11 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1223 - - - 426 707 HCM Lane V/C Ratio 0.016 - - - 0.022 0.093 HCM Control Delay (s) 8 0 - - 13.6 10.6 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0.1 - - - 0.1 0.3 44 HCM 2010 TWSC 2: Vine & Jerome without signal at College/suniga Short background PM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 50 315 282 2 3 56 Future Vol, veh/h 50 315 282 2 3 56 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 56 350 313 2 3 62 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 316 0 - 0 775 314 Stage 1 - - - - 314 - Stage 2 - - - - 461 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1244 - - - 366 726 Stage 1 - - - - 741 - Stage 2 - - - - 635 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1244 - - - 346 726 Mov Cap-2 Maneuver - - - - 346 - Stage 1 - - - - 741 - Stage 2 - - - - 599 - Approach EB WB SB HCM Control Delay, s 1.1 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1244 - - - 346 726 HCM Lane V/C Ratio 0.045 - - - 0.01 0.086 HCM Control Delay (s) 8 0 - - 15.5 10.4 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0.1 - - - 0 0.3 45 HCM 2010 AWSC 4: Linden/Redwood & Vine without signal at College/Suniga short background am Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 13.9 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 19 205 34 0 74 243 29 0 33 24 39 Future Vol, veh/h 0 19 205 34 0 74 243 29 0 33 24 39 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0 19 205 34 0 74 243 29 0 33 24 39 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 13.1 16.5 10.6 HCM LOS B C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 34% 7% 21% 33% Vol Thru, % 25% 79% 70% 45% Vol Right, % 41% 13% 8% 23% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 96 258 346 160 LT Vol 33 19 74 52 Through Vol 24 205 243 72 RT Vol 39 34 29 36 Lane Flow Rate 113 304 407 188 Geometry Grp 1111 Degree of Util (X) 0.19 0.457 0.602 0.312 Departure Headway (Hd) 6.05 5.422 5.324 5.976 Convergence, Y/N Yes Yes Yes Yes Cap 590 662 676 599 Service Time 4.128 3.48 3.376 4.045 HCM Lane V/C Ratio 0.192 0.459 0.602 0.314 HCM Control Delay 10.6 13.1 16.5 11.8 HCM Lane LOS B B C B HCM 95th-tile Q 0.7 2.5 4.5 1.4 46 HCM 2010 AWSC 4: Linden/Redwood & Vine without signal at College/Suniga short 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 52 72 36 Future Vol, veh/h 0 52 72 36 Peak Hour Factor 100 100 100 100 Heavy Vehicles, % 2222 Mvmt Flow 0 52 72 36 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 11.8 HCM LOS B 47 HCM 2010 AWSC 4: Linden/Redwood & Vine without signal at College/suniga Short background PM Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 17.1 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 27 316 51 0 51 166 60 0 60 83 102 Future Vol, veh/h 0 27 316 51 0 51 166 60 0 60 83 102 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 30 351 57 0 57 184 67 0 67 92 113 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 21.6 15.2 14.7 HCM LOS C C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 24% 7% 18% 18% Vol Thru, % 34% 80% 60% 50% Vol Right, % 42% 13% 22% 32% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 245 394 277 116 LT Vol 60 27 51 21 Through Vol 83 316 166 58 RT Vol 102 51 60 37 Lane Flow Rate 272 438 308 129 Geometry Grp 1111 Degree of Util (X) 0.47 0.707 0.511 0.238 Departure Headway (Hd) 6.219 5.818 5.98 6.649 Convergence, Y/N Yes Yes Yes Yes Cap 577 626 600 537 Service Time 4.274 3.818 4.033 4.717 HCM Lane V/C Ratio 0.471 0.7 0.513 0.24 HCM Control Delay 14.7 21.6 15.2 11.8 HCM Lane LOS B C C B HCM 95th-tile Q 2.5 5.8 2.9 0.9 48 HCM 2010 AWSC 4: Linden/Redwood & Vine without signal at College/suniga Short 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 21 58 37 Future Vol, veh/h 0 21 58 37 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 23 64 41 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 11.8 HCM LOS B 49 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine without signal at College/Suniga short background am Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 145 81 150 267 125 45 337 68 58 639 45 Future Volume (veh/h) 13 145 81 150 267 125 45 337 68 58 639 45 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 1828 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 13 145 57 150 267 108 45 337 65 58 639 43 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 138 218 86 305 301 122 110 797 148 100 999 66 Arrive On Green 0.02 0.18 0.18 0.09 0.25 0.25 0.62 0.62 0.62 0.62 0.62 0.62 Sat Flow, veh/h 1774 1241 488 1774 1227 496 119 1286 239 104 1612 106 Grp Volume(v), veh/h 13 0 202 150 0 375 447 0 0 740 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1729 1774 0 1724 1644 0 0 1822 0 0 Q Serve(g_s), s 0.7 0.0 12.0 7.3 0.0 23.1 0.0 0.0 0.0 9.8 0.0 0.0 Cycle Q Clear(g_c), s 0.7 0.0 12.0 7.3 0.0 23.1 13.7 0.0 0.0 27.4 0.0 0.0 Prop In Lane 1.00 0.28 1.00 0.29 0.10 0.15 0.08 0.06 Lane Grp Cap(c), veh/h 138 0 303 305 0 423 1055 0 0 1165 0 0 V/C Ratio(X) 0.09 0.00 0.67 0.49 0.00 0.89 0.42 0.00 0.00 0.64 0.00 0.00 Avail Cap(c_a), veh/h 214 0 432 305 0 478 1055 0 0 1165 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 36.9 0.0 42.3 31.8 0.0 40.0 10.5 0.0 0.0 13.0 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 2.6 1.2 0.0 22.0 1.3 0.0 0.0 2.7 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 0.3 0.0 5.9 3.6 0.0 13.5 7.2 0.0 0.0 14.8 0.0 0.0 LnGrp Delay(d),s/veh 37.2 0.0 44.9 33.0 0.0 62.1 11.8 0.0 0.0 15.7 0.0 0.0 LnGrp LOS D D C E B B Approach Vol, veh/h 215 525 447 740 Approach Delay, s/veh 44.4 53.8 11.8 15.7 Approach LOS D D B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 72.2 14.0 23.8 72.2 6.3 31.5 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 29.4 9.3 14.0 15.7 2.7 25.1 Green Ext Time (p_c), s 5.5 0.0 1.6 5.7 0.0 0.9 Intersection Summary HCM 2010 Ctrl Delay 28.4 HCM 2010 LOS C 50 Timing Report, Sorted By Phase 127: Lemay & Vine without signal at College/Suniga short background am Synchro 9 Light Report Page 10 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 70 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 127: Lemay & Vine 51 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine without signal at College/suniga Short background PM Synchro 9 Light Report Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 48 294 81 90 217 169 66 807 168 110 567 31 Future Volume (veh/h) 48 294 81 90 217 169 66 807 168 110 567 31 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 50 306 73 94 226 149 69 841 173 115 591 31 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 131 265 63 149 201 133 79 777 157 102 479 24 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 1414 337 1774 1020 673 71 1180 238 103 728 36 Grp Volume(v), veh/h 50 0 379 94 0 375 1083 0 0 737 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1751 1774 0 1693 1489 0 0 867 0 0 Q Serve(g_s), s 2.7 0.0 22.5 5.1 0.0 23.7 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.7 0.0 22.5 5.1 0.0 23.7 79.0 0.0 0.0 79.0 0.0 0.0 Prop In Lane 1.00 0.19 1.00 0.40 0.06 0.16 0.16 0.04 Lane Grp Cap(c), veh/h 131 0 328 149 0 334 1012 0 0 606 0 0 V/C Ratio(X) 0.38 0.00 1.15 0.63 0.00 1.12 1.07 0.00 0.00 1.22 0.00 0.00 Avail Cap(c_a), veh/h 149 0 328 149 0 334 1012 0 0 606 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 38.9 0.0 48.8 38.9 0.0 48.2 20.1 0.0 0.0 17.9 0.0 0.0 Incr Delay (d2), s/veh 1.8 0.0 98.3 8.4 0.0 86.3 48.9 0.0 0.0 112.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 19.8 2.9 0.0 19.1 47.2 0.0 0.0 38.9 0.0 0.0 LnGrp Delay(d),s/veh 40.8 0.0 147.0 47.3 0.0 134.5 69.0 0.0 0.0 129.9 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 429 469 1083 737 Approach Delay, s/veh 134.7 117.0 69.0 129.9 Approach LOS F F E F Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 83.0 10.0 27.0 83.0 8.8 28.2 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 7.1 24.5 81.0 4.7 25.7 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 104.1 HCM 2010 LOS F 52 Timing Report, Sorted By Phase 127: Lemay & Vine without signal at College/suniga Short background PM Synchro 9 Light Report Page 11 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 140 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine 53 APPENDIX F 54 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer with signal at College/Suniga short background am Synchro 9 Light Report Page 8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 215 40 651 186 34 1019 Future Volume (veh/h) 215 40 651 186 34 1019 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 1759 1863 1937 1759 Adj Flow Rate, veh/h 215 6 651 129 34 1019 Adj No. of Lanes 212112 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 228228 Cap, veh/h 363 167 2530 1197 633 2530 Arrive On Green 0.11 0.11 1.00 1.00 0.76 0.76 Sat Flow, veh/h 3442 1583 3431 1581 717 3431 Grp Volume(v), veh/h 215 6 651 129 34 1019 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1581 717 1671 Q Serve(g_s), s 4.8 0.3 0.0 0.0 1.0 8.5 Cycle Q Clear(g_c), s 4.8 0.3 0.0 0.0 1.0 8.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 363 167 2530 1197 633 2530 V/C Ratio(X) 0.59 0.04 0.26 0.11 0.05 0.40 Avail Cap(c_a), veh/h 1097 505 2530 1197 633 2530 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.97 0.97 1.00 1.00 Uniform Delay (d), s/veh 34.1 32.1 0.0 0.0 2.5 3.4 Incr Delay (d2), s/veh 1.6 0.1 0.2 0.2 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.1 0.1 0.1 0.2 4.0 LnGrp Delay(d),s/veh 35.7 32.2 0.2 0.2 2.6 3.9 LnGrp LOS D C AAAA Approach Vol, veh/h 221 780 1053 Approach Delay, s/veh 35.6 0.2 3.8 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 67.1 67.1 12.9 Change Period (Y+Rc), s 7.5 7.5 5.5 Max Green Setting (Gmax), s 42.5 42.5 24.5 Max Q Clear Time (g_c+I1), s 10.5 2.0 6.8 Green Ext Time (p_c), s 9.4 9.8 0.7 Intersection Summary HCM 2010 Ctrl Delay 5.9 HCM 2010 LOS A 55 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer with signal at College/Suniga short background am Synchro 9 Light Report Page 9 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Max None Maximum Split (s) 50 50 30 Maximum Split (%) 62.5% 62.5% 37.5% Minimum Split (s) 24.5 24.5 25.5 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 3 3 2 Minimum Initial (s) 10 10 7 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) 7 7 7 Flash Dont Walk (s) 10 10 13 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 77 77 47 End Time (s) 47 47 77 Yield/Force Off (s) 39.5 39.5 71.5 Yield/Force Off 170(s) 29.5 29.5 58.5 Local Start Time (s) 30 30 0 Local Yield (s) 72.5 72.5 24.5 Local Yield 170(s) 62.5 62.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 47 (59%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 74: College (US 287 & State 14) & Conifer 56 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer with signal at College/suniga Short background PM Synchro 9 Light Report Page 8 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 341 78 1264 230 38 964 Future Volume (veh/h) 341 78 1264 230 38 964 Number 7 14 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 1759 1900 1827 1759 Adj Flow Rate, veh/h 363 19 1345 181 40 1026 Adj No. of Lanes 212112 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 228448 Cap, veh/h 511 235 2387 1152 328 2387 Arrive On Green 0.15 0.15 1.00 1.00 0.71 0.71 Sat Flow, veh/h 3442 1583 3431 1613 333 3431 Grp Volume(v), veh/h 363 19 1345 181 40 1026 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1613 333 1671 Q Serve(g_s), s 8.0 0.8 0.0 0.0 3.1 10.1 Cycle Q Clear(g_c), s 8.0 0.8 0.0 0.0 3.1 10.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 511 235 2387 1152 328 2387 V/C Ratio(X) 0.71 0.08 0.56 0.16 0.12 0.43 Avail Cap(c_a), veh/h 753 346 2387 1152 328 2387 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.82 0.82 1.00 1.00 Uniform Delay (d), s/veh 32.4 29.4 0.0 0.0 3.7 4.7 Incr Delay (d2), s/veh 1.8 0.1 0.8 0.2 0.8 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 4.0 0.4 0.3 0.1 0.3 4.7 LnGrp Delay(d),s/veh 34.3 29.5 0.8 0.2 4.5 5.3 LnGrp LOS C C AAAA Approach Vol, veh/h 382 1526 1066 Approach Delay, s/veh 34.0 0.7 5.3 Approach LOS C A A Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 63.6 16.4 63.6 Change Period (Y+Rc), s 7.5 5.5 7.5 Max Green Setting (Gmax), s 50.5 16.5 50.5 Max Q Clear Time (g_c+I1), s 12.1 10.0 2.0 Green Ext Time (p_c), s 17.8 0.8 19.4 Intersection Summary HCM 2010 Ctrl Delay 6.6 HCM 2010 LOS A Notes 57 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer with signal at College/suniga Short background PM Synchro 9 Light Report Page 10 Phase Number 2 4 6 Movement SBTL WBL NBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max Maximum Split (s) 58 22 58 Maximum Split (%) 72.5% 27.5% 72.5% Minimum Split (s) 24.5 25.5 24.5 Yellow Time (s) 4.5 3.5 4.5 All-Red Time (s) 3 2 3 Minimum Initial (s) 10 7 10 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) 7 7 7 Flash Dont Walk (s) 10 13 10 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 31.5 9.5 31.5 End Time (s) 9.5 31.5 9.5 Yield/Force Off (s) 2 26 2 Yield/Force Off 170(s) 72 13 72 Local Start Time (s) 29.5 7.5 29.5 Local Yield (s) 0 24 0 Local Yield 170(s) 70 11 70 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 2 (3%), Referenced to phase 2:SBTL, Start of Yellow Splits and Phases: 74: College (US 287 & State 14) & Conifer 58 HCM 2010 Signalized Intersection Summary 9: College (US 287 & State 14) & Suniga with signal at College/Suniga short background am Synchro 9 Light Report Page 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 74 23 814 20 12 1223 Future Volume (veh/h) 74 23 814 20 12 1223 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 00000 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 74 -4 814 13 12 1223 Adj No. of Lanes 1 12112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 22222 Cap, veh/h 116 103 2954 1322 608 2954 Arrive On Green 0.07 0.00 0.83 0.83 0.83 0.83 Sat Flow, veh/h 1774 1583 3632 1583 660 3632 Grp Volume(v), veh/h 74 -4 814 13 12 1223 Grp Sat Flow(s),veh/h/ln1774 1583 1770 1583 660 1770 Q Serve(g_s), s 3.3 0.0 3.9 0.1 0.3 7.0 Cycle Q Clear(g_c), s 3.3 0.0 3.9 0.1 4.3 7.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 116 103 2954 1322 608 2954 V/C Ratio(X) 0.64 -0.04 0.28 0.01 0.02 0.41 Avail Cap(c_a), veh/h 377 336 2954 1322 608 2954 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.91 0.91 Uniform Delay (d), s/veh 36.5 0.0 1.4 1.1 1.9 1.7 Incr Delay (d2), s/veh 5.9 0.0 0.2 0.0 0.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.8 0.0 1.9 0.1 0.1 3.4 LnGrp Delay(d),s/veh 42.4 0.0 1.7 1.1 1.9 2.1 LnGrp LOS D AAAA Approach Vol, veh/h 70 827 1235 Approach Delay, s/veh 44.8 1.6 2.1 Approach LOS D A A Timer 1 2345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 70.8 70.8 9.2 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 54.0 16.0 Max Q Clear Time (g_c+I1), s 9.0 5.9 5.3 Green Ext Time (p_c), s 22.5 23.2 0.1 Intersection Summary HCM 2010 Ctrl Delay 3.3 HCM 2010 LOS A 59 Timing Report, Sorted By Phase 9: College (US 287 & State 14) & Suniga with signal at College/Suniga short background am Synchro 9 Light Report Page 5 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 59 59 21 Maximum Split (%) 73.8% 73.8% 26.3% 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) 21 21 0 End Time (s) 0 0 21 Yield/Force Off (s) 75 75 16 Yield/Force Off 170(s) 75 75 16 Local Start Time (s) 21 21 0 Local Yield (s) 75 75 16 Local Yield 170(s) 75 75 16 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: 9: College (US 287 & State 14) & Suniga 60 HCM 2010 Signalized Intersection Summary 8: College (US 287 & State 14) & Suniga with signal at College/suniga Short background PM Synchro 9 Light Report Page 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 47 40 1454 87 34 1271 Future Volume (veh/h) 47 40 1454 87 34 1271 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 00000 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 52 0 1616 69 38 1412 Adj No. of Lanes 1 12112 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 22222 Cap, veh/h 88 79 3010 1346 301 3010 Arrive On Green 0.05 0.00 0.85 0.85 1.00 1.00 Sat Flow, veh/h 1774 1583 3632 1583 291 3632 Grp Volume(v), veh/h 52 0 1616 69 38 1412 Grp Sat Flow(s),veh/h/ln1774 1583 1770 1583 291 1770 Q Serve(g_s), s 2.3 0.0 10.1 0.5 1.8 0.0 Cycle Q Clear(g_c), s 2.3 0.0 10.1 0.5 11.9 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 88 79 3010 1346 301 3010 V/C Ratio(X) 0.59 0.00 0.54 0.05 0.13 0.47 Avail Cap(c_a), veh/h 288 257 3010 1346 301 3010 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.87 0.87 Uniform Delay (d), s/veh 37.2 0.0 1.6 0.9 0.9 0.0 Incr Delay (d2), s/veh 6.2 0.0 0.7 0.1 0.7 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.3 0.0 5.0 0.3 0.2 0.2 LnGrp Delay(d),s/veh 43.4 0.0 2.3 1.0 1.6 0.5 LnGrp LOS D AAAA Approach Vol, veh/h 52 1685 1450 Approach Delay, s/veh 43.4 2.3 0.5 Approach LOS D A A Timer 1 2345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 72.0 72.0 8.0 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 13.9 12.1 4.3 Green Ext Time (p_c), s 36.9 38.2 0.0 Intersection Summary HCM 2010 Ctrl Delay 2.1 HCM 2010 LOS A 61 Timing Report, Sorted By Phase 8: College (US 287 & State 14) & Suniga with signal at College/suniga Short background PM Synchro 9 Light Report Page 5 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 55 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 8: College (US 287 & State 14) & Suniga 62 HCM 2010 TWSC 11: Jerome & Suniga with signal at College/Suniga short background am Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 22 10 2 76 21 2 Future Vol, veh/h 22 10 2 76 21 2 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 22 10 2 76 21 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 38 0 81 19 Stage 1 - - - - 32 - Stage 2 - - - - 49 - 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 - - 1571 - 912 1055 Stage 1 - - - - 986 - Stage 2 - - - - 967 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1571 - 911 1055 Mov Cap-2 Maneuver - - - - 911 - Stage 1 - - - - 986 - Stage 2 - - - - 966 - Approach EB WB NB HCM Control Delay, s 0 0.2 9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 922 - - 1571 - HCM Lane V/C Ratio 0.029 - - 0.001 - HCM Control Delay (s) 9 - - 7.3 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 63 HCM 2010 TWSC 10: Jerome & Suniga with signal at College/suniga Short background PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 92 29 2 64 23 2 Future Vol, veh/h 92 29 2 64 23 2 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 102 32 2 71 26 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 134 0 158 67 Stage 1 - - - - 118 - Stage 2 - - - - 40 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1448 - 818 983 Stage 1 - - - - 894 - Stage 2 - - - - 977 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1448 - 817 983 Mov Cap-2 Maneuver - - - - 817 - Stage 1 - - - - 894 - Stage 2 - - - - 976 - Approach EB WB NB HCM Control Delay, s 0 0.2 9.5 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 828 - - 1448 - HCM Lane V/C Ratio 0.034 - - 0.002 - HCM Control Delay (s) 9.5 - - 7.5 - HCM Lane LOS A - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 64 HCM 2010 TWSC 10: Redwood & Suniga with signal at College/Suniga short background am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 14 6 2 41 72 48 Future Vol, veh/h 14 6 2 41 72 48 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 - - - - 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 14 6 2 41 72 48 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 166 113 141 0 - 0 Stage 1 113 - - - - - Stage 2 53 - - - - - 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 824 940 1442 - - - Stage 1 912 - - - - - Stage 2 970 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 823 940 1442 - - - Mov Cap-2 Maneuver 823 - - - - - Stage 1 912 - - - - - Stage 2 969 - - - - - Approach EB NB SB HCM Control Delay, s 9.3 0.3 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1442 - 823 940 - - HCM Lane V/C Ratio 0.002 - 0.02 0.008 - - HCM Control Delay (s) 7.5 0 9.5 8.9 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0 - 0.1 0 - - 65 HCM 2010 TWSC 9: Redwood & Suniga with signal at College/suniga Short background PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 58 4 8 72 68 32 Future Vol, veh/h 58 4 8 72 68 32 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 - - - - 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 64 4 9 80 76 36 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 191 93 111 0 - 0 Stage 1 93 - - - - - Stage 2 98 - - - - - 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 798 964 1479 - - - Stage 1 931 - - - - - Stage 2 926 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 793 964 1479 - - - Mov Cap-2 Maneuver 793 - - - - - Stage 1 931 - - - - - Stage 2 920 - - - - - Approach EB NB SB HCM Control Delay, s 9.8 0.7 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1479 - 793 964 - - HCM Lane V/C Ratio 0.006 - 0.081 0.005 - - HCM Control Delay (s) 7.4 0 9.9 8.8 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0 - 0.3 0 - - 66 HCM 2010 TWSC 2: Vine & Jerome with signal at College/Suniga short background am 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 17 234 284 2 8 56 Future Vol, veh/h 17 234 284 2 8 56 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 17 234 284 2 8 56 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 336 0 - 0 650 335 Stage 1 - - - - 335 - Stage 2 - - - - 315 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1223 - - - 434 707 Stage 1 - - - - 725 - Stage 2 - - - - 740 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1223 - - - 426 707 Mov Cap-2 Maneuver - - - - 426 - Stage 1 - - - - 725 - Stage 2 - - - - 726 - Approach EB WB SB HCM Control Delay, s 0.5 0 11 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1223 - - - 426 707 HCM Lane V/C Ratio 0.016 - - - 0.022 0.093 HCM Control Delay (s) 8 0 - - 13.6 10.6 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0.1 - - - 0.1 0.3 67 HCM 2010 TWSC 2: Vine & Jerome with signal at College/suniga Short background PM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 50 315 282 2 3 56 Future Vol, veh/h 50 315 282 2 3 56 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 56 350 313 2 3 62 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 316 0 - 0 775 314 Stage 1 - - - - 314 - Stage 2 - - - - 461 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1244 - - - 366 726 Stage 1 - - - - 741 - Stage 2 - - - - 635 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1244 - - - 346 726 Mov Cap-2 Maneuver - - - - 346 - Stage 1 - - - - 741 - Stage 2 - - - - 599 - Approach EB WB SB HCM Control Delay, s 1.1 0 10.7 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1244 - - - 346 726 HCM Lane V/C Ratio 0.045 - - - 0.01 0.086 HCM Control Delay (s) 8 0 - - 15.5 10.4 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0.1 - - - 0 0.3 68 HCM 2010 AWSC 4: Linden/Redwood & Vine with signal at College/Suniga short background am Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 13.9 Intersection LOS B Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 19 205 34 0 74 243 29 0 33 24 39 Future Vol, veh/h 0 19 205 34 0 74 243 29 0 33 24 39 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0 19 205 34 0 74 243 29 0 33 24 39 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 13.1 16.5 10.6 HCM LOS B C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 34% 7% 21% 33% Vol Thru, % 25% 79% 70% 45% Vol Right, % 41% 13% 8% 23% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 96 258 346 160 LT Vol 33 19 74 52 Through Vol 24 205 243 72 RT Vol 39 34 29 36 Lane Flow Rate 113 304 407 188 Geometry Grp 1111 Degree of Util (X) 0.19 0.457 0.602 0.312 Departure Headway (Hd) 6.05 5.422 5.324 5.976 Convergence, Y/N Yes Yes Yes Yes Cap 590 662 676 599 Service Time 4.128 3.48 3.376 4.045 HCM Lane V/C Ratio 0.192 0.459 0.602 0.314 HCM Control Delay 10.6 13.1 16.5 11.8 HCM Lane LOS B B C B HCM 95th-tile Q 0.7 2.5 4.5 1.4 69 HCM 2010 AWSC 4: Linden/Redwood & Vine with signal at College/Suniga short 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 52 72 36 Future Vol, veh/h 0 52 72 36 Peak Hour Factor 100 100 100 100 Heavy Vehicles, % 2222 Mvmt Flow 0 52 72 36 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 11.8 HCM LOS B 70 HCM 2010 AWSC 4: Linden/Redwood & Vine with signal at College/suniga Short background PM Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 17.1 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 27 316 51 0 51 166 60 0 60 83 102 Future Vol, veh/h 0 27 316 51 0 51 166 60 0 60 83 102 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 30 351 57 0 57 184 67 0 67 92 113 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 21.6 15.2 14.7 HCM LOS C C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 24% 7% 18% 18% Vol Thru, % 34% 80% 60% 50% Vol Right, % 42% 13% 22% 32% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 245 394 277 116 LT Vol 60 27 51 21 Through Vol 83 316 166 58 RT Vol 102 51 60 37 Lane Flow Rate 272 438 308 129 Geometry Grp 1111 Degree of Util (X) 0.47 0.707 0.511 0.238 Departure Headway (Hd) 6.219 5.818 5.98 6.649 Convergence, Y/N Yes Yes Yes Yes Cap 577 626 600 537 Service Time 4.274 3.818 4.033 4.717 HCM Lane V/C Ratio 0.471 0.7 0.513 0.24 HCM Control Delay 14.7 21.6 15.2 11.8 HCM Lane LOS B C C B HCM 95th-tile Q 2.5 5.8 2.9 0.9 71 HCM 2010 AWSC 4: Linden/Redwood & Vine with signal at College/suniga Short 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 21 58 37 Future Vol, veh/h 0 21 58 37 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 23 64 41 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 11.8 HCM LOS B 72 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine with signal at College/Suniga short background am Synchro 9 Light Report Page 10 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 145 81 150 267 125 45 337 68 58 639 45 Future Volume (veh/h) 13 145 81 150 267 125 45 337 68 58 639 45 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 1828 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 13 145 57 150 267 108 45 337 65 58 639 43 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 138 218 86 305 301 122 110 797 148 100 999 66 Arrive On Green 0.02 0.18 0.18 0.09 0.25 0.25 0.62 0.62 0.62 0.62 0.62 0.62 Sat Flow, veh/h 1774 1241 488 1774 1227 496 119 1286 239 104 1612 106 Grp Volume(v), veh/h 13 0 202 150 0 375 447 0 0 740 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1729 1774 0 1724 1644 0 0 1822 0 0 Q Serve(g_s), s 0.7 0.0 12.0 7.3 0.0 23.1 0.0 0.0 0.0 9.8 0.0 0.0 Cycle Q Clear(g_c), s 0.7 0.0 12.0 7.3 0.0 23.1 13.7 0.0 0.0 27.4 0.0 0.0 Prop In Lane 1.00 0.28 1.00 0.29 0.10 0.15 0.08 0.06 Lane Grp Cap(c), veh/h 138 0 303 305 0 423 1055 0 0 1165 0 0 V/C Ratio(X) 0.09 0.00 0.67 0.49 0.00 0.89 0.42 0.00 0.00 0.64 0.00 0.00 Avail Cap(c_a), veh/h 214 0 432 305 0 478 1055 0 0 1165 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 36.9 0.0 42.3 31.8 0.0 40.0 10.5 0.0 0.0 13.0 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 2.6 1.2 0.0 22.0 1.3 0.0 0.0 2.7 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 0.3 0.0 5.9 3.6 0.0 13.5 7.2 0.0 0.0 14.8 0.0 0.0 LnGrp Delay(d),s/veh 37.2 0.0 44.9 33.0 0.0 62.1 11.8 0.0 0.0 15.7 0.0 0.0 LnGrp LOS D D C E B B Approach Vol, veh/h 215 525 447 740 Approach Delay, s/veh 44.4 53.8 11.8 15.7 Approach LOS D D B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 72.2 14.0 23.8 72.2 6.3 31.5 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 29.4 9.3 14.0 15.7 2.7 25.1 Green Ext Time (p_c), s 5.5 0.0 1.6 5.7 0.0 0.9 Intersection Summary HCM 2010 Ctrl Delay 28.4 HCM 2010 LOS C 73 Timing Report, Sorted By Phase 127: Lemay & Vine with signal at College/Suniga short background am Synchro 9 Light Report Page 11 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 70 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 127: Lemay & Vine 74 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine with signal at College/suniga Short background PM Synchro 9 Light Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 48 294 81 90 217 169 66 807 168 110 567 31 Future Volume (veh/h) 48 294 81 90 217 169 66 807 168 110 567 31 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 50 306 73 94 226 149 69 841 173 115 591 31 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 131 265 63 149 201 133 79 777 157 102 479 24 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 1414 337 1774 1020 673 71 1180 238 103 728 36 Grp Volume(v), veh/h 50 0 379 94 0 375 1083 0 0 737 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1751 1774 0 1693 1489 0 0 867 0 0 Q Serve(g_s), s 2.7 0.0 22.5 5.1 0.0 23.7 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.7 0.0 22.5 5.1 0.0 23.7 79.0 0.0 0.0 79.0 0.0 0.0 Prop In Lane 1.00 0.19 1.00 0.40 0.06 0.16 0.16 0.04 Lane Grp Cap(c), veh/h 131 0 328 149 0 334 1012 0 0 606 0 0 V/C Ratio(X) 0.38 0.00 1.15 0.63 0.00 1.12 1.07 0.00 0.00 1.22 0.00 0.00 Avail Cap(c_a), veh/h 149 0 328 149 0 334 1012 0 0 606 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 38.9 0.0 48.8 38.9 0.0 48.2 20.1 0.0 0.0 17.9 0.0 0.0 Incr Delay (d2), s/veh 1.8 0.0 98.3 8.4 0.0 86.3 48.9 0.0 0.0 112.0 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.4 0.0 19.8 2.9 0.0 19.1 47.2 0.0 0.0 38.9 0.0 0.0 LnGrp Delay(d),s/veh 40.8 0.0 147.0 47.3 0.0 134.5 69.0 0.0 0.0 129.9 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 429 469 1083 737 Approach Delay, s/veh 134.7 117.0 69.0 129.9 Approach LOS F F E F Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 83.0 10.0 27.0 83.0 8.8 28.2 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 7.1 24.5 81.0 4.7 25.7 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 104.1 HCM 2010 LOS F 75 Timing Report, Sorted By Phase 127: Lemay & Vine with signal at College/suniga Short background PM Synchro 9 Light Report Page 12 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 140 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine 76 APPENDIX G 77 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer Long background AM Synchro 9 Light Report Page 10 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 240 55 740 205 45 1220 Future Volume (veh/h) 240 55 740 205 45 1220 Number 7 14 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 1759 1900 1827 1759 Adj Flow Rate, veh/h 253 -5 779 153 47 1284 Adj No. of Lanes 212112 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 228448 Cap, veh/h 353 163 2693 1300 532 2693 Arrive On Green 0.10 0.00 1.00 1.00 0.81 0.81 Sat Flow, veh/h 3442 1583 3431 1613 586 3431 Grp Volume(v), veh/h 253 -5 779 153 47 1284 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1613 586 1671 Q Serve(g_s), s 8.5 0.0 0.0 0.0 2.0 14.5 Cycle Q Clear(g_c), s 8.5 0.0 0.0 0.0 2.0 14.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 353 163 2693 1300 532 2693 V/C Ratio(X) 0.72 -0.03 0.29 0.12 0.09 0.48 Avail Cap(c_a), veh/h 731 336 2693 1300 532 2693 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.92 0.92 1.00 1.00 Uniform Delay (d), s/veh 52.1 0.0 0.0 0.0 2.5 3.7 Incr Delay (d2), s/veh 2.7 0.0 0.3 0.2 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 4.2 0.0 0.1 0.1 0.4 6.8 LnGrp Delay(d),s/veh 54.9 0.0 0.3 0.2 2.8 4.3 LnGrp LOS D AAAA Approach Vol, veh/h 248 932 1331 Approach Delay, s/veh 56.0 0.2 4.2 Approach LOS E A A Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 103.2 16.8 103.2 Change Period (Y+Rc), s 7.5 5.5 7.5 Max Green Setting (Gmax), s 82.5 24.5 82.5 Max Q Clear Time (g_c+I1), s 16.5 10.5 2.0 Green Ext Time (p_c), s 15.4 0.8 15.7 Intersection Summary HCM 2010 Ctrl Delay 7.9 HCM 2010 LOS A Notes 78 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer Long background AM Synchro 9 Light Report Page 12 Phase Number 2 4 6 Movement SBTL WBL NBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max Maximum Split (s) 90 30 90 Maximum Split (%) 75.0% 25.0% 75.0% Minimum Split (s) 24.5 25.5 24.5 Yellow Time (s) 4.5 3.5 4.5 All-Red Time (s) 3 2 3 Minimum Initial (s) 10 7 10 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) 7 7 7 Flash Dont Walk (s) 10 13 10 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 37.5 7.5 37.5 End Time (s) 7.5 37.5 7.5 Yield/Force Off (s) 0 32 0 Yield/Force Off 170(s) 110 19 110 Local Start Time (s) 37.5 7.5 37.5 Local Yield (s) 0 32 0 Local Yield 170(s) 110 19 110 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL, Start of Yellow Splits and Phases: 74: College (US 287 & State 14) & Conifer 79 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer Long background PM Synchro 9 Light Report Page 10 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 360 105 1405 260 50 1150 Future Volume (veh/h) 360 105 1405 260 50 1150 Number 7 14 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 1759 1900 1827 1759 Adj Flow Rate, veh/h 379 48 1479 211 53 1211 Adj No. of Lanes 212112 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 228448 Cap, veh/h 487 224 2564 1237 278 2564 Arrive On Green 0.14 0.14 1.00 1.00 0.77 0.77 Sat Flow, veh/h 3442 1583 3431 1613 284 3431 Grp Volume(v), veh/h 379 48 1479 211 53 1211 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1613 284 1671 Q Serve(g_s), s 12.8 3.2 0.0 0.0 6.4 15.9 Cycle Q Clear(g_c), s 12.8 3.2 0.0 0.0 6.4 15.9 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 487 224 2564 1237 278 2564 V/C Ratio(X) 0.78 0.21 0.58 0.17 0.19 0.47 Avail Cap(c_a), veh/h 731 336 2564 1237 278 2564 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.65 0.65 1.00 1.00 Uniform Delay (d), s/veh 49.7 45.6 0.0 0.0 4.0 5.1 Incr Delay (d2), s/veh 3.1 0.5 0.6 0.2 1.5 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 6.3 1.4 0.2 0.1 0.6 7.5 LnGrp Delay(d),s/veh 52.8 46.1 0.6 0.2 5.5 5.7 LnGrp LOS D D AAAA Approach Vol, veh/h 427 1690 1264 Approach Delay, s/veh 52.0 0.6 5.7 Approach LOS D A A Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 98.5 21.5 98.5 Change Period (Y+Rc), s 7.5 5.5 7.5 Max Green Setting (Gmax), s 82.5 24.5 82.5 Max Q Clear Time (g_c+I1), s 17.9 14.8 2.0 Green Ext Time (p_c), s 28.3 1.2 30.3 Intersection Summary HCM 2010 Ctrl Delay 9.0 HCM 2010 LOS A Notes 80 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer Long background PM Synchro 9 Light Report Page 12 Phase Number 2 4 6 Movement SBTL WBL NBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max Maximum Split (s) 90 30 90 Maximum Split (%) 75.0% 25.0% 75.0% Minimum Split (s) 24.5 25.5 24.5 Yellow Time (s) 4.5 3.5 4.5 All-Red Time (s) 3 2 3 Minimum Initial (s) 10 7 10 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) 7 7 7 Flash Dont Walk (s) 10 13 10 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 37.5 7.5 37.5 End Time (s) 7.5 37.5 7.5 Yield/Force Off (s) 0 32 0 Yield/Force Off 170(s) 110 19 110 Local Start Time (s) 37.5 7.5 37.5 Local Yield (s) 0 32 0 Local Yield 170(s) 110 19 110 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:SBTL, Start of Yellow Splits and Phases: 74: College (US 287 & State 14) & Conifer 81 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 10 260 5 125 30 795 150 165 1290 5 Future Volume (veh/h) 25 5 10 260 5 125 30 795 150 165 1290 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 0 274 5 27 32 837 77 174 1358 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 0 453 453 385 350 2102 940 456 2266 8 Arrive On Green 0.04 0.04 0.00 0.17 0.24 0.24 0.03 0.59 0.59 0.13 1.00 1.00 Sat Flow, veh/h 1201 231 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 31 0 0 274 5 27 32 837 77 174 664 699 Grp Sat Flow(s),veh/h/ln1432 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.5 0.0 0.0 17.0 0.2 1.6 0.8 15.1 2.5 4.5 0.0 0.0 Cycle Q Clear(g_c), s 2.5 0.0 0.0 17.0 0.2 1.6 0.8 15.1 2.5 4.5 0.0 0.0 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 115 0 0 453 453 385 350 2102 940 456 1109 1166 V/C Ratio(X) 0.27 0.00 0.00 0.61 0.01 0.07 0.09 0.40 0.08 0.38 0.60 0.60 Avail Cap(c_a), veh/h 186 0 0 480 574 488 400 2102 940 493 1109 1166 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.85 0.85 Uniform Delay (d), s/veh 56.3 0.0 0.0 42.5 34.5 35.0 8.6 13.0 10.4 8.2 0.0 0.0 Incr Delay (d2), s/veh 1.2 0.0 0.0 2.0 0.0 0.1 0.1 0.6 0.2 0.4 2.0 1.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.0 0.0 0.0 8.5 0.1 0.7 0.4 7.5 1.1 2.1 0.6 0.6 LnGrp Delay(d),s/veh 57.5 0.0 0.0 44.4 34.5 35.0 8.7 13.5 10.6 8.7 2.0 1.9 LnGrp LOS E D C D ABBAAA Approach Vol, veh/h 31 306 946 1537 Approach Delay, s/veh 57.5 43.4 13.1 2.8 Approach LOS E D B A Timer 1 2345678 Assigned Phs 1 23456 8 Phs Duration (G+Y+Rc), s7.6 79.2 24.1 9.0 11.6 75.3 33.2 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., 8 s 2.0 19.0 4.5 6.5 17.1 3.6 Green Ext Time (p_c), s 0.0 27.6 0.2 0.1 0.1 23.5 0.2 Intersection Summary HCM 2010 Ctrl Delay 11.2 HCM 2010 LOS B 82 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 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 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 83 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 10 205 5 195 20 1470 220 250 1305 5 Future Volume (veh/h) 20 5 10 205 5 195 20 1470 220 250 1305 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 0 216 5 24 21 1547 151 263 1374 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 98 10 0 311 303 257 363 2338 1046 311 2577 9 Arrive On Green 0.04 0.04 0.00 0.09 0.16 0.16 0.03 0.66 0.66 0.15 1.00 1.00 Sat Flow, veh/h 1170 278 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 26 0 0 216 5 24 21 1547 151 263 672 707 Grp Sat Flow(s),veh/h/ln1448 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.1 0.0 0.0 11.0 0.3 1.5 0.5 31.6 4.3 5.7 0.0 0.0 Cycle Q Clear(g_c), s 2.1 0.0 0.0 11.0 0.3 1.5 0.5 31.6 4.3 5.7 0.0 0.0 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 109 0 0 311 303 257 363 2338 1046 311 1261 1325 V/C Ratio(X) 0.24 0.00 0.00 0.69 0.02 0.09 0.06 0.66 0.14 0.85 0.53 0.53 Avail Cap(c_a), veh/h 187 0 0 311 404 343 422 2338 1046 455 1261 1325 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.83 0.83 0.83 Uniform Delay (d), s/veh 56.6 0.0 0.0 49.8 42.2 42.7 6.0 12.3 7.6 18.8 0.0 0.0 Incr Delay (d2), s/veh 1.1 0.0 0.0 6.5 0.0 0.2 0.1 1.5 0.3 8.0 1.3 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 0.0 0.0 7.3 0.1 0.7 0.2 15.7 1.9 6.1 0.5 0.5 LnGrp Delay(d),s/veh 57.7 0.0 0.0 56.3 42.2 42.9 6.1 13.8 7.9 26.9 1.3 1.3 LnGrp LOS E E D D A B A C A A Approach Vol, veh/h 26 245 1719 1642 Approach Delay, s/veh 57.7 54.7 13.2 5.4 Approach LOS E D B A Timer 1 2345678 Assigned Phs 1 23456 8 Phs Duration (G+Y+Rc), s7.0 89.5 15.0 8.5 13.2 83.3 23.5 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 74.0 10.0 10.0 18.0 62.0 25.0 Max Q Clear Time (g_c+I1)2., 5 s 2.0 13.0 4.1 7.7 33.6 3.5 Green Ext Time (p_c), s 0.0 49.4 0.0 0.1 0.5 24.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 12.8 HCM 2010 LOS B 84 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 79 15 15 23 67 30 Maximum Split (%) 9.2% 65.8% 12.5% 12.5% 19.2% 55.8% 25.0% 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) 30 41 0 15 30 53 0 End Time (s) 41 0 15 30 53 0 30 Yield/Force Off (s) 36 115 10 25 48 115 25 Yield/Force Off 170(s) 36 115 10 25 48 115 25 Local Start Time (s) 30 41 0 15 30 53 0 Local Yield (s) 36 115 10 25 48 115 25 Local Yield 170(s) 36 115 10 25 48 115 25 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 85 HCM 2010 TWSC 10: Jerome & Suniga Long background AM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 0.7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 325 10 5 420 30 10 Future Vol, veh/h 325 10 5 420 30 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 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 342 11 5 442 32 11 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 353 0 579 176 Stage 1 - - - - 347 - Stage 2 - - - - 232 - 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 - - 1202 - 446 837 Stage 1 - - - - 687 - Stage 2 - - - - 785 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1202 - 444 837 Mov Cap-2 Maneuver - - - - 444 - Stage 1 - - - - 687 - Stage 2 - - - - 782 - Approach EB WB NB HCM Control Delay, s 0 0.1 12.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 503 - - 1202 - HCM Lane V/C Ratio 0.084 - - 0.004 - HCM Control Delay (s) 12.8 - - 8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.3 - - 0 - 86 HCM 2010 TWSC 10: Jerome & Suniga Long background PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 495 30 10 430 20 5 Future Vol, veh/h 495 30 10 430 20 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 521 32 11 453 21 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 553 0 784 276 Stage 1 - - - - 537 - Stage 2 - - - - 247 - Critical Hdwy - - 4.14 - 6.84 6.94 Critical Hdwy Stg 1 - - - - 5.84 - Critical Hdwy Stg 2 - - - - 5.84 - Follow-up Hdwy - - 2.22 - 3.52 3.32 Pot Cap-1 Maneuver - - 1013 - 330 721 Stage 1 - - - - 550 - Stage 2 - - - - 771 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1013 - 326 721 Mov Cap-2 Maneuver - - - - 326 - Stage 1 - - - - 550 - Stage 2 - - - - 763 - Approach EB WB NB HCM Control Delay, s 0 0.2 15.6 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 366 - - 1013 - HCM Lane V/C Ratio 0.072 - - 0.01 - HCM Control Delay (s) 15.6 - - 8.6 - HCM Lane LOS C - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - 87 HCM 2010 TWSC 9: Redwood & Suniga Long background AM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 5.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 35 215 35 90 255 35 35 20 30 25 35 70 Future Vol, veh/h 35 215 35 90 255 35 35 20 30 25 35 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 37 226 37 95 268 37 37 21 32 26 37 74 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 305 0 0 263 0 0 660 813 132 673 813 153 Stage 1 - - - - - - 318 318 - 476 476 - Stage 2 - - - - - - 342 495 - 197 337 - 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 1253 - - 1298 - - 348 311 893 341 311 866 Stage 1 - - - - - - 668 652 - 539 555 - Stage 2 - - - - - - 646 544 - 786 640 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1253 - - 1298 - - 265 280 893 286 280 866 Mov Cap-2 Maneuver - - - - - - 265 280 - 286 280 - Stage 1 - - - - - - 648 633 - 523 514 - Stage 2 - - - - - - 509 504 - 711 621 - Approach EB WB NB SB HCM Control Delay, s 1 1.9 18.3 16.7 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 359 1253 - - 1298 - - 443 HCM Lane V/C Ratio 0.249 0.029 - - 0.073 - - 0.309 HCM Control Delay (s) 18.3 8 - - 8 - - 16.7 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 1 0.1 - - 0.2 - - 1.3 88 HCM 2010 TWSC 9: Redwood & Suniga Long background PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 7.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 305 55 55 255 25 60 30 95 35 15 60 Future Vol, veh/h 75 305 55 55 255 25 60 30 95 35 15 60 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - 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 79 321 58 58 268 26 63 32 100 37 16 63 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 295 0 0 379 0 0 766 919 189 731 934 147 Stage 1 - - - - - - 508 508 - 397 397 - Stage 2 - - - - - - 258 411 - 334 537 - 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 1263 - - 1176 - - 292 270 821 310 264 873 Stage 1 - - - - - - 516 537 - 600 602 - Stage 2 - - - - - - 724 593 - 653 521 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1263 - - 1176 - - 236 241 821 225 235 873 Mov Cap-2 Maneuver - - - - - - 236 241 - 225 235 - Stage 1 - - - - - - 484 503 - 562 572 - Stage 2 - - - - - - 621 564 - 504 488 - Approach EB WB NB SB HCM Control Delay, s 1.4 1.3 24.6 18.5 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 374 1263 - - 1176 - - 382 HCM Lane V/C Ratio 0.521 0.063 - - 0.049 - - 0.303 HCM Control Delay (s) 24.6 8 - - 8.2 - - 18.5 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 2.9 0.2 - - 0.2 - - 1.3 89 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) 10 245 50 160 270 30 115 400 30 25 895 30 Future Volume (veh/h) 10 245 50 160 270 30 115 400 30 25 895 30 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 11 258 0 168 284 0 121 421 9 26 942 5 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 269 907 406 281 907 406 413 2181 976 647 2099 939 Arrive On Green 0.26 0.26 0.00 0.26 0.26 0.00 0.05 0.62 0.62 0.03 0.59 0.59 Sat Flow, veh/h 1091 3539 1583 1117 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 11 258 0 168 284 0 121 421 9 26 942 5 Grp Sat Flow(s),veh/h/ln 1091 1770 1583 1117 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 1.0 7.0 0.0 17.0 7.8 0.0 3.1 6.2 0.3 0.7 17.7 0.2 Cycle Q Clear(g_c), s 8.8 7.0 0.0 24.1 7.8 0.0 3.1 6.2 0.3 0.7 17.7 0.2 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 269 907 406 281 907 406 413 2181 976 647 2099 939 V/C Ratio(X) 0.04 0.28 0.00 0.60 0.31 0.00 0.29 0.19 0.01 0.04 0.45 0.01 Avail Cap(c_a), veh/h 362 1209 541 376 1209 541 485 2181 976 702 2099 939 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.6 35.8 0.0 45.5 36.1 0.0 9.7 10.0 8.9 8.8 13.5 10.0 Incr Delay (d2), s/veh 0.1 0.2 0.0 2.0 0.2 0.0 0.4 0.2 0.0 0.0 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 3.5 0.0 5.4 3.9 0.0 1.5 3.1 0.1 0.3 8.8 0.1 LnGrp Delay(d),s/veh 39.7 36.0 0.0 47.5 36.3 0.0 10.1 10.2 8.9 8.8 14.2 10.0 LnGrp LOS D D D D BBAABA Approach Vol, veh/h 269 452 551 973 Approach Delay, s/veh 36.1 40.5 10.2 14.1 Approach LOS D D B B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.1 75.2 34.7 7.3 77.9 34.7 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 5.1 19.7 10.8 2.7 8.2 26.1 Green Ext Time (p_c), s 0.1 12.6 4.7 0.0 13.8 3.7 Intersection Summary HCM 2010 Ctrl Delay 21.1 HCM 2010 LOS C 90 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 50 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 15: Lemay & Suniga 91 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) 30 375 70 75 270 30 90 890 150 25 675 15 Future Volume (veh/h) 30 375 70 75 270 30 90 890 150 25 675 15 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 32 395 0 79 284 0 95 937 109 26 711 0 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 238 816 365 192 816 365 528 2271 1016 384 2217 992 Arrive On Green 0.23 0.23 0.00 0.23 0.23 0.00 0.04 0.64 0.64 0.03 0.63 0.00 Sat Flow, veh/h 1091 3539 1583 985 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 32 395 0 79 284 0 95 937 109 26 711 0 Grp Sat Flow(s),veh/h/ln 1091 1770 1583 985 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 3.0 11.6 0.0 9.1 8.1 0.0 2.2 15.5 3.2 0.6 11.3 0.0 Cycle Q Clear(g_c), s 11.1 11.6 0.0 20.7 8.1 0.0 2.2 15.5 3.2 0.6 11.3 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 238 816 365 192 816 365 528 2271 1016 384 2217 992 V/C Ratio(X) 0.13 0.48 0.00 0.41 0.35 0.00 0.18 0.41 0.11 0.07 0.32 0.00 Avail Cap(c_a), veh/h 314 1062 475 260 1062 475 614 2271 1016 468 2217 992 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 43.2 40.0 0.0 48.9 38.6 0.0 7.5 10.5 8.3 8.1 10.5 0.0 Incr Delay (d2), s/veh 0.3 0.4 0.0 1.4 0.3 0.0 0.2 0.6 0.2 0.1 0.4 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 0.9 5.7 0.0 2.5 4.0 0.0 1.1 7.7 1.5 0.3 5.5 0.0 LnGrp Delay(d),s/veh 43.5 40.4 0.0 50.3 38.9 0.0 7.7 11.0 8.5 8.2 10.9 0.0 LnGrp LOS D D D D ABAAB Approach Vol, veh/h 427 363 1141 737 Approach Delay, s/veh 40.6 41.4 10.5 10.8 Approach LOS D D B B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.2 79.2 31.7 7.3 81.0 31.7 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 60.0 35.0 8.0 62.0 35.0 Max Q Clear Time (g_c+I1), s 4.2 13.3 13.6 2.6 17.5 22.7 Green Ext Time (p_c), s 0.1 18.6 5.1 0.0 18.3 4.0 Intersection Summary HCM 2010 Ctrl Delay 19.6 HCM 2010 LOS B 92 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 65 40 13 67 40 Maximum Split (%) 12.5% 54.2% 33.3% 10.8% 55.8% 33.3% 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) 40 55 0 40 53 0 End Time (s) 55 0 40 53 0 40 Yield/Force Off (s) 50 115 35 48 115 35 Yield/Force Off 170(s) 50 115 35 48 115 35 Local Start Time (s) 40 55 0 40 53 0 Local Yield (s) 50 115 35 48 115 35 Local Yield 170(s) 50 115 35 48 115 35 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 93 HCM 2010 TWSC 2: Vine & Jerome Long background AM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 15 50 70 5 20 40 Future Vol, veh/h 15 50 70 5 20 40 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 16 53 74 5 21 42 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 79 0 - 0 160 76 Stage 1 - - - - 76 - Stage 2 - - - - 84 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1519 - - - 831 985 Stage 1 - - - - 947 - Stage 2 - - - - 939 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1519 - - - 822 985 Mov Cap-2 Maneuver - - - - 822 - Stage 1 - - - - 947 - Stage 2 - - - - 929 - Approach EB WB SB HCM Control Delay, s 1.7 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1519 - - - 822 985 HCM Lane V/C Ratio 0.01 - - - 0.026 0.043 HCM Control Delay (s) 7.4 0 - - 9.5 8.8 HCM Lane LOS A A - - A A HCM 95th %tile Q(veh) 0 - - - 0.1 0.1 94 HCM 2010 TWSC 2: Vine & Jerome Long background PM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 3.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 35 65 50 10 10 40 Future Vol, veh/h 35 65 50 10 10 40 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 37 68 53 11 11 42 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 63 0 - 0 200 58 Stage 1 - - - - 58 - Stage 2 - - - - 142 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1540 - - - 789 1008 Stage 1 - - - - 965 - Stage 2 - - - - 885 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1540 - - - 769 1008 Mov Cap-2 Maneuver - - - - 769 - Stage 1 - - - - 965 - Stage 2 - - - - 863 - Approach EB WB SB HCM Control Delay, s 2.6 0 8.9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1540 - - - 769 1008 HCM Lane V/C Ratio 0.024 - - - 0.014 0.042 HCM Control Delay (s) 7.4 0 - - 9.7 8.7 HCM Lane LOS A A - - A A HCM 95th %tile Q(veh) 0.1 - - - 0 0.1 95 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 15 0 45 25 10 0 30 70 15 Future Vol, veh/h 0 10 20 15 0 45 25 10 0 30 70 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 16 0 47 26 11 0 32 74 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 8.2 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 26% 22% 56% 8% Vol Thru, % 61% 44% 31% 84% Vol Right, % 13% 33% 12% 8% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 115 45 80 185 LT Vol 30 10 45 15 Through Vol 70 20 25 155 RT Vol 15 15 10 15 Lane Flow Rate 121 47 84 195 Geometry Grp 1111 Degree of Util (X) 0.149 0.06 0.111 0.235 Departure Headway (Hd) 4.433 4.593 4.738 4.35 Convergence, Y/N Yes Yes Yes Yes Cap 810 780 757 828 Service Time 2.453 2.621 2.762 2.368 HCM Lane V/C Ratio 0.149 0.06 0.111 0.236 HCM Control Delay 8.2 7.9 8.4 8.7 HCM Lane LOS AAAA HCM 95th-tile Q 0.5 0.2 0.4 0.9 96 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 15 155 15 Future Vol, veh/h 0 15 155 15 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 16 163 16 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 8.7 HCM LOS A 97 HCM 2010 AWSC 4: Linden/Redwood & Vine Long background PM Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 8.8 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 25 0 25 20 15 0 15 185 45 Future Vol, veh/h 0 15 25 25 0 25 20 15 0 15 185 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 26 0 26 21 16 0 16 195 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 8.2 8.3 9.3 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 6% 23% 42% 7% Vol Thru, % 76% 38% 33% 86% Vol Right, % 18% 38% 25% 7% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 245 65 60 140 LT Vol 15 15 25 10 Through Vol 185 25 20 120 RT Vol 45 25 15 10 Lane Flow Rate 258 68 63 147 Geometry Grp 1111 Degree of Util (X) 0.309 0.09 0.085 0.184 Departure Headway (Hd) 4.318 4.733 4.856 4.499 Convergence, Y/N Yes Yes Yes Yes Cap 833 756 736 797 Service Time 2.342 2.769 2.893 2.526 HCM Lane V/C Ratio 0.31 0.09 0.086 0.184 HCM Control Delay 9.3 8.2 8.3 8.5 HCM Lane LOS AAAA HCM 95th-tile Q 1.3 0.3 0.3 0.7 98 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 10 120 10 Future Vol, veh/h 0 10 120 10 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 11 126 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 8.5 HCM LOS A 99 APPENDIX H 100 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer without signal at College/Suniga short total am Synchro 9 Light Report Page 10 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 299 46 657 186 36 1020 Future Volume (veh/h) 299 46 657 186 36 1020 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 1759 1863 1937 1759 Adj Flow Rate, veh/h 299 12 657 129 36 1020 Adj No. of Lanes 212112 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 228228 Cap, veh/h 458 211 2438 1153 563 2438 Arrive On Green 0.13 0.13 0.73 0.73 0.73 0.73 Sat Flow, veh/h 3442 1583 3431 1581 713 3431 Grp Volume(v), veh/h 299 12 657 129 36 1020 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1581 713 1671 Q Serve(g_s), s 6.6 0.5 5.3 1.9 1.4 9.5 Cycle Q Clear(g_c), s 6.6 0.5 5.3 1.9 6.7 9.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 458 211 2438 1153 563 2438 V/C Ratio(X) 0.65 0.06 0.27 0.11 0.06 0.42 Avail Cap(c_a), veh/h 1097 505 2438 1153 563 2438 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 32.9 30.3 3.6 3.2 4.8 4.2 Incr Delay (d2), s/veh 1.6 0.1 0.3 0.2 0.2 0.5 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 0.2 2.5 0.9 0.3 4.4 LnGrp Delay(d),s/veh 34.5 30.4 3.9 3.4 5.0 4.7 LnGrp LOS C C AAAA Approach Vol, veh/h 311 786 1056 Approach Delay, s/veh 34.4 3.8 4.8 Approach LOS C 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 7.5 7.5 5.5 Max Green Setting (Gmax), s 42.5 42.5 24.5 Max Q Clear Time (g_c+I1), s 11.5 7.3 8.6 Green Ext Time (p_c), s 9.4 9.6 1.0 Intersection Summary HCM 2010 Ctrl Delay 8.7 HCM 2010 LOS A 101 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer without signal at College/Suniga short total am Synchro 9 Light Report Page 11 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Max None Maximum Split (s) 50 50 30 Maximum Split (%) 62.5% 62.5% 37.5% Minimum Split (s) 24.5 24.5 25.5 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 3 3 2 Minimum Initial (s) 10 10 7 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) 7 7 7 Flash Dont Walk (s) 10 10 13 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 77 77 47 End Time (s) 47 47 77 Yield/Force Off (s) 39.5 39.5 71.5 Yield/Force Off 170(s) 29.5 29.5 58.5 Local Start Time (s) 30 30 0 Local Yield (s) 72.5 72.5 24.5 Local Yield 170(s) 62.5 62.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 47 (59%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 74: College (US 287 & State 14) & Conifer 102 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer without signal at College/suniga Short total PM Synchro 9 Light Report Page 10 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 391 81 1268 230 44 970 Future Volume (veh/h) 391 81 1268 230 44 970 Number 7 14 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 1759 1900 1827 1759 Adj Flow Rate, veh/h 416 22 1349 181 47 1032 Adj No. of Lanes 212112 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 228448 Cap, veh/h 562 259 2337 1128 255 2337 Arrive On Green 0.16 0.16 0.70 0.70 0.70 0.70 Sat Flow, veh/h 3442 1583 3431 1613 332 3431 Grp Volume(v), veh/h 416 22 1349 181 47 1032 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1613 332 1671 Q Serve(g_s), s 9.2 0.9 16.3 3.0 6.7 10.7 Cycle Q Clear(g_c), s 9.2 0.9 16.3 3.0 22.9 10.7 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 562 259 2337 1128 255 2337 V/C Ratio(X) 0.74 0.09 0.58 0.16 0.18 0.44 Avail Cap(c_a), veh/h 753 346 2337 1128 255 2337 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 31.9 28.4 6.1 4.1 11.9 5.2 Incr Delay (d2), s/veh 2.7 0.1 1.0 0.3 1.6 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 4.6 0.4 7.6 1.5 0.7 5.1 LnGrp Delay(d),s/veh 34.5 28.5 7.1 4.4 13.4 5.8 LnGrp LOS C C AABA Approach Vol, veh/h 438 1530 1079 Approach Delay, s/veh 34.2 6.8 6.2 Approach LOS C A A Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 62.4 17.6 62.4 Change Period (Y+Rc), s 7.5 5.5 7.5 Max Green Setting (Gmax), s 50.5 16.5 50.5 Max Q Clear Time (g_c+I1), s 24.9 11.2 18.3 Green Ext Time (p_c), s 14.8 0.9 16.8 Intersection Summary HCM 2010 Ctrl Delay 10.5 HCM 2010 LOS B Notes 103 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer without signal at College/suniga Short total PM Synchro 9 Light Report Page 12 Phase Number 2 4 6 Movement SBTL WBL NBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max Maximum Split (s) 58 22 58 Maximum Split (%) 72.5% 27.5% 72.5% Minimum Split (s) 24.5 25.5 24.5 Yellow Time (s) 4.5 3.5 4.5 All-Red Time (s) 3 2 3 Minimum Initial (s) 10 7 10 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) 7 7 7 Flash Dont Walk (s) 10 13 10 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 31.5 9.5 31.5 End Time (s) 9.5 31.5 9.5 Yield/Force Off (s) 2 26 2 Yield/Force Off 170(s) 72 13 72 Local Start Time (s) 29.5 7.5 29.5 Local Yield (s) 0 24 0 Local Yield 170(s) 70 11 70 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 2 (3%), Referenced to phase 2:SBTL, Start of Yellow Splits and Phases: 74: College (US 287 & State 14) & Conifer 104 HCM 2010 TWSC 12: Jerome & Conifer without signal at College/Suniga short total am Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 191 1 2 278 31 6 Future Vol, veh/h 191 1 2 278 31 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 191 1 2 278 31 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 226 0 557 225 Stage 1 - - - - 225 - Stage 2 - - - - 332 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1342 - 491 814 Stage 1 - - - - 812 - Stage 2 - - - - 727 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1342 - 490 814 Mov Cap-2 Maneuver - - - - 490 - Stage 1 - - - - 812 - Stage 2 - - - - 726 - Approach EB WB NB HCM Control Delay, s 0 0.1 12.5 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 524 - - 1342 - HCM Lane V/C Ratio 0.083 - - 0.002 - HCM Control Delay (s) 12.5 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.3 - - 0 - 105 HCM 2010 TWSC 11: Jerome & Conifer without signal at College/suniga Short total PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 296 4 6 388 16 3 Future Vol, veh/h 296 4 6 388 16 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 - - - - 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 329 4 7 431 18 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 333 0 775 331 Stage 1 - - - - 331 - Stage 2 - - - - 444 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1226 - 366 711 Stage 1 - - - - 728 - Stage 2 - - - - 646 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1226 - 363 711 Mov Cap-2 Maneuver - - - - 363 - Stage 1 - - - - 728 - Stage 2 - - - - 641 - Approach EB WB NB HCM Control Delay, s 0 0.1 14.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 393 - - 1226 - HCM Lane V/C Ratio 0.054 - - 0.005 - HCM Control Delay (s) 14.7 - - 8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.2 - - 0 - 106 HCM 2010 TWSC 16: Site Access & Conifer without signal at College/Suniga short total am Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 196 1 1 278 2 3 Future Vol, veh/h 196 1 1 278 2 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 - - - - 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 196 1 1 278 2 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 232 0 560 231 Stage 1 - - - - 231 - Stage 2 - - - - 329 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1336 - 489 808 Stage 1 - - - - 807 - Stage 2 - - - - 729 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1336 - 489 808 Mov Cap-2 Maneuver - - - - 489 - Stage 1 - - - - 807 - Stage 2 - - - - 728 - Approach EB WB NB HCM Control Delay, s 0 0 10.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 641 - - 1336 - HCM Lane V/C Ratio 0.009 - - 0.001 - HCM Control Delay (s) 10.7 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - 107 HCM 2010 TWSC 15: Site Access & Conifer without signal at College/suniga Short total PM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 297 2 3 398 1 2 Future Vol, veh/h 297 2 3 398 1 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 330 2 3 442 1 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 332 0 780 331 Stage 1 - - - - 331 - Stage 2 - - - - 449 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1227 - 364 711 Stage 1 - - - - 728 - Stage 2 - - - - 643 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1227 - 363 711 Mov Cap-2 Maneuver - - - - 363 - Stage 1 - - - - 728 - Stage 2 - - - - 641 - Approach EB WB NB HCM Control Delay, s 0 0.1 11.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 539 - - 1227 - HCM Lane V/C Ratio 0.006 - - 0.003 - HCM Control Delay (s) 11.7 - - 7.9 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - 108 HCM 2010 TWSC 9: College (US 287 & State 14) & Suniga without signal at College/Suniga short total am Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 25 29 814 28 13 1307 Future Vol, veh/h 25 29 814 28 13 1307 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 29 814 28 13 1307 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 1757 479 0 0 958 0 Stage 1 958 - - - - - Stage 2 799 - - - - - 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 76 533 - - 714 - Stage 1 333 - - - - - Stage 2 403 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 74 533 - - 714 - Mov Cap-2 Maneuver 198 - - - - - Stage 1 333 - - - - - Stage 2 395 - - - - - Approach WB NB SB HCM Control Delay, s 18.7 0 0.1 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 198 533 714 - HCM Lane V/C Ratio - - 0.149 0.064 0.021 - HCM Control Delay (s) - - 26.3 12.2 10.2 - HCM Lane LOS - - D B B - HCM 95th %tile Q(veh) - - 0.5 0.2 0.1 - 109 HCM 2010 TWSC 8: College (US 287 & State 14) & Suniga without signal at College/suniga Short total PM Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 15 44 1454 122 40 1321 Future Vol, veh/h 15 44 1454 122 40 1321 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 - 200 200 - 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 17 49 1616 136 44 1468 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 2439 808 0 0 1616 0 Stage 1 1616 - - - - - Stage 2 823 - - - - - 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 26 324 - - 399 - Stage 1 148 - - - - - Stage 2 392 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 23 324 - - 399 - Mov Cap-2 Maneuver 103 - - - - - Stage 1 148 - - - - - Stage 2 349 - - - - - Approach WB NB SB HCM Control Delay, s 25.3 0 0.4 HCM LOS D Minor Lane/Major Mvmt NBT NBRWBLn1WBLn2 SBL SBT Capacity (veh/h) - - 103 324 399 - HCM Lane V/C Ratio - - 0.162 0.151 0.111 - HCM Control Delay (s) - - 46.6 18.1 15.2 - HCM Lane LOS - - E C C - HCM 95th %tile Q(veh) - - 0.6 0.5 0.4 - 110 HCM 2010 TWSC 11: Jerome & Suniga without signal at College/Suniga short total am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 5.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 22 10 24 27 3 21 10 2 23 19 6 Future Vol, veh/h 9 22 10 24 27 3 21 10 2 23 19 6 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 9 22 10 24 27 3 21 10 2 23 19 6 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 35 0 0 38 0 0 137 145 19 130 149 18 Stage 1 - - - - - - 53 53 - 90 90 - Stage 2 - - - - - - 84 92 - 40 59 - 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 1575 - - 1571 - - 820 745 1055 830 742 1056 Stage 1 - - - - - - 953 850 - 907 820 - Stage 2 - - - - - - 915 818 - 970 845 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1575 - - 1571 - - 780 727 1055 803 724 1056 Mov Cap-2 Maneuver - - - - - - 780 727 - 803 724 - Stage 1 - - - - - - 946 844 - 901 805 - Stage 2 - - - - - - 868 803 - 948 839 - Approach EB WB NB SB HCM Control Delay, s 1.6 3.3 9.9 9.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 775 1575 - - 1571 - - 793 HCM Lane V/C Ratio 0.05 0.007 - - 0.018 - - 0.071 HCM Control Delay (s) 9.9 7.3 - - 7.3 - - 9.9 HCM Lane LOS A A - - A - - A HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.2 111 HCM 2010 TWSC 10: Jerome & Suniga without signal at College/suniga Short total PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 4.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 41 92 29 14 32 12 23 39 2 11 10 4 Future Vol, veh/h 41 92 29 14 32 12 23 39 2 11 10 4 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 46 102 32 16 36 13 26 43 2 12 11 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 49 0 0 134 0 0 263 289 67 237 299 24 Stage 1 - - - - - - 209 209 - 73 73 - Stage 2 - - - - - - 54 80 - 164 226 - 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 1556 - - 1448 - - 669 620 983 697 612 1047 Stage 1 - - - - - - 774 728 - 928 833 - Stage 2 - - - - - - 952 828 - 822 716 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1556 - - 1448 - - 636 595 983 637 587 1047 Mov Cap-2 Maneuver - - - - - - 636 595 - 637 587 - Stage 1 - - - - - - 751 706 - 901 824 - Stage 2 - - - - - - 925 819 - 747 695 - Approach EB WB NB SB HCM Control Delay, s 1.9 1.8 11.6 10.7 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 617 1556 - - 1448 - - 656 HCM Lane V/C Ratio 0.115 0.029 - - 0.011 - - 0.042 HCM Control Delay (s) 11.6 7.4 - - 7.5 - - 10.7 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.4 0.1 - - 0 - - 0.1 112 HCM 2010 TWSC 19: Suniga without signal at College/Suniga short total am Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 4.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 24 4 0 30 Future Vol, veh/h 0 0 24 4 0 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 24 4 0 30 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 16 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 1059 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 1059 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.5 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 1059 HCM Lane V/C Ratio - - - 0.033 HCM Control Delay (s) - - - 8.5 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 113 HCM 2010 TWSC 18: Suniga & Site Access without signal at College/suniga Short total PM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 42 16 0 16 Future Vol, veh/h 0 0 42 16 0 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 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 0 47 18 0 18 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 32 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 1035 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 1035 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.5 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 1035 HCM Lane V/C Ratio - - - 0.017 HCM Control Delay (s) - - - 8.5 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 114 HCM 2010 TWSC 10: Redwood & Suniga without signal at College/Suniga short total am Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 2.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 17 30 8 41 72 13 Future Vol, veh/h 17 30 8 41 72 13 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 - - - - 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 17 30 8 41 72 13 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 159 92 100 0 - 0 Stage 1 92 - - - - - Stage 2 67 - - - - - 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 832 965 1493 - - - Stage 1 932 - - - - - Stage 2 956 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 827 965 1493 - - - Mov Cap-2 Maneuver 827 - - - - - Stage 1 932 - - - - - Stage 2 950 - - - - - Approach EB NB SB HCM Control Delay, s 9.1 1.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1493 - 827 965 - - HCM Lane V/C Ratio 0.006 - 0.024 0.037 - - HCM Control Delay (s) 7.4 0 9.5 8.9 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0 - 0.1 0.1 - - 115 HCM 2010 TWSC 9: Redwood & Suniga without signal at College/suniga Short total PM Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 3.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 59 16 32 72 68 21 Future Vol, veh/h 59 16 32 72 68 21 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 - - - - 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 66 18 36 80 76 23 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 238 87 99 0 - 0 Stage 1 87 - - - - - Stage 2 151 - - - - - 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 750 971 1494 - - - Stage 1 936 - - - - - Stage 2 877 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 731 971 1494 - - - Mov Cap-2 Maneuver 731 - - - - - Stage 1 936 - - - - - Stage 2 855 - - - - - Approach EB NB SB HCM Control Delay, s 10.1 2.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1494 - 731 971 - - HCM Lane V/C Ratio 0.024 - 0.09 0.018 - - HCM Control Delay (s) 7.5 0 10.4 8.8 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.3 0.1 - - 116 HCM 2010 TWSC 2: Vine & Jerome without signal at College/Suniga short total am Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 21 234 284 8 34 71 Future Vol, veh/h 21 234 284 8 34 71 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 21 234 284 8 34 71 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 344 0 - 0 664 339 Stage 1 - - - - 339 - Stage 2 - - - - 325 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1215 - - - 426 703 Stage 1 - - - - 722 - Stage 2 - - - - 732 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1215 - - - 416 703 Mov Cap-2 Maneuver - - - - 416 - Stage 1 - - - - 722 - Stage 2 - - - - 714 - Approach EB WB SB HCM Control Delay, s 0.7 0 12 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1215 - - - 416 703 HCM Lane V/C Ratio 0.02 - - - 0.096 0.119 HCM Control Delay (s) 8 0 - - 14.6 10.8 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0.1 - - - 0.3 0.4 117 HCM 2010 TWSC 2: Vine & Jerome without signal at College/suniga Short total PM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 64 315 282 27 17 64 Future Vol, veh/h 64 315 282 27 17 64 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 71 350 313 30 19 71 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 343 0 - 0 820 328 Stage 1 - - - - 328 - Stage 2 - - - - 492 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1216 - - - 345 713 Stage 1 - - - - 730 - Stage 2 - - - - 615 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1216 - - - 320 713 Mov Cap-2 Maneuver - - - - 320 - Stage 1 - - - - 730 - Stage 2 - - - - 571 - Approach EB WB SB HCM Control Delay, s 1.4 0 11.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1216 - - - 320 713 HCM Lane V/C Ratio 0.058 - - - 0.059 0.1 HCM Control Delay (s) 8.1 0 - - 17 10.6 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0.2 - - - 0.2 0.3 118 HCM 2010 AWSC 4: Linden/Redwood & Vine without signal at College/Suniga short total am Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 15.5 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 19 218 47 0 74 246 32 0 36 27 39 Future Vol, veh/h 0 19 218 47 0 74 246 32 0 36 27 39 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0 19 218 47 0 74 246 32 0 36 27 39 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 14.8 18.5 11.2 HCM LOS B C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 35% 7% 21% 35% Vol Thru, % 26% 77% 70% 46% Vol Right, % 38% 17% 9% 20% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 102 284 352 184 LT Vol 36 19 74 64 Through Vol 27 218 246 84 RT Vol 39 47 32 36 Lane Flow Rate 120 334 414 216 Geometry Grp 1111 Degree of Util (X) 0.214 0.519 0.637 0.371 Departure Headway (Hd) 6.423 5.591 5.535 6.178 Convergence, Y/N Yes Yes Yes Yes Cap 563 638 646 576 Service Time 4.423 3.681 3.618 4.277 HCM Lane V/C Ratio 0.213 0.524 0.641 0.375 HCM Control Delay 11.2 14.8 18.5 13 HCM Lane LOS B B C B HCM 95th-tile Q 0.8 3.2 5.3 1.8 119 HCM 2010 AWSC 4: Linden/Redwood & Vine without signal at College/Suniga short 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 64 84 36 Future Vol, veh/h 0 64 84 36 Peak Hour Factor 100 100 100 100 Heavy Vehicles, % 2222 Mvmt Flow 0 64 84 36 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 13 HCM LOS B 120 HCM 2010 AWSC 4: Linden/Redwood & Vine without signal at College/suniga Short total PM Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 20.3 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 27 323 58 0 51 178 72 0 73 95 102 Future Vol, veh/h 0 27 323 58 0 51 178 72 0 73 95 102 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 30 359 64 0 57 198 80 0 81 106 113 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 26.5 17.9 17.2 HCM LOS D C C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 27% 7% 17% 21% Vol Thru, % 35% 79% 59% 50% Vol Right, % 38% 14% 24% 29% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 270 408 301 128 LT Vol 73 27 51 27 Through Vol 95 323 178 64 RT Vol 102 58 72 37 Lane Flow Rate 300 453 334 142 Geometry Grp 1111 Degree of Util (X) 0.545 0.766 0.584 0.279 Departure Headway (Hd) 6.537 6.085 6.283 7.051 Convergence, Y/N Yes Yes Yes Yes Cap 549 594 572 506 Service Time 4.611 4.153 4.358 5.145 HCM Lane V/C Ratio 0.546 0.763 0.584 0.281 HCM Control Delay 17.2 26.5 17.9 12.9 HCM Lane LOS C D C B HCM 95th-tile Q 3.3 7 3.7 1.1 121 HCM 2010 AWSC 4: Linden/Redwood & Vine without signal at College/suniga Short 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 27 64 37 Future Vol, veh/h 0 27 64 37 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 30 71 41 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 12.9 HCM LOS B 122 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine without signal at College/Suniga short total am Synchro 9 Light Report Page 12 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 145 106 150 267 125 51 337 68 58 639 45 Future Volume (veh/h) 13 145 106 150 267 125 51 337 68 58 639 45 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1832 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 13 145 82 150 267 108 51 337 65 58 639 43 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 139 192 108 283 302 122 120 771 143 100 999 66 Arrive On Green 0.02 0.18 0.18 0.09 0.25 0.25 0.62 0.62 0.62 0.62 0.62 0.62 Sat Flow, veh/h 1774 1090 616 1774 1227 496 135 1244 231 104 1612 106 Grp Volume(v), veh/h 13 0 227 150 0 375 453 0 0 740 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1706 1774 0 1724 1610 0 0 1822 0 0 Q Serve(g_s), s 0.7 0.0 13.9 7.3 0.0 23.1 0.0 0.0 0.0 9.8 0.0 0.0 Cycle Q Clear(g_c), s 0.7 0.0 13.9 7.3 0.0 23.1 14.0 0.0 0.0 27.4 0.0 0.0 Prop In Lane 1.00 0.36 1.00 0.29 0.11 0.14 0.08 0.06 Lane Grp Cap(c), veh/h 139 0 300 283 0 423 1034 0 0 1164 0 0 V/C Ratio(X) 0.09 0.00 0.76 0.53 0.00 0.89 0.44 0.00 0.00 0.64 0.00 0.00 Avail Cap(c_a), veh/h 214 0 427 283 0 478 1034 0 0 1164 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 36.8 0.0 43.1 32.1 0.0 40.0 10.6 0.0 0.0 13.0 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 5.0 1.9 0.0 21.7 1.4 0.0 0.0 2.7 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 0.3 0.0 7.0 3.7 0.0 13.5 7.3 0.0 0.0 14.8 0.0 0.0 LnGrp Delay(d),s/veh 37.1 0.0 48.1 33.9 0.0 61.7 12.0 0.0 0.0 15.7 0.0 0.0 LnGrp LOS D D C E B B Approach Vol, veh/h 240 525 453 740 Approach Delay, s/veh 47.5 53.8 12.0 15.7 Approach LOS D D B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 72.2 14.0 23.8 72.2 6.3 31.5 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 29.4 9.3 15.9 16.0 2.7 25.1 Green Ext Time (p_c), s 5.5 0.0 1.6 5.7 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 29.0 HCM 2010 LOS C 123 Timing Report, Sorted By Phase 127: Lemay & Vine without signal at College/Suniga short total am Synchro 9 Light Report Page 13 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 70 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 127: Lemay & Vine 124 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine without signal at College/suniga Short total PM Synchro 9 Light Report Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 48 294 94 90 217 169 90 807 168 110 567 31 Future Volume (veh/h) 48 294 94 90 217 169 90 807 168 110 567 31 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1822 1824 1863 1832 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 50 306 87 94 226 149 94 841 173 115 591 31 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 131 254 72 149 201 133 95 699 141 110 518 26 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 1357 386 1774 1020 673 94 1062 214 114 786 40 Grp Volume(v), veh/h 50 0 393 94 0 375 1108 0 0 737 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1743 1774 0 1693 1370 0 0 940 0 0 Q Serve(g_s), s 2.7 0.0 22.5 5.1 0.0 23.7 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.7 0.0 22.5 5.1 0.0 23.7 79.0 0.0 0.0 79.0 0.0 0.0 Prop In Lane 1.00 0.22 1.00 0.40 0.08 0.16 0.16 0.04 Lane Grp Cap(c), veh/h 131 0 327 149 0 334 934 0 0 654 0 0 V/C Ratio(X) 0.38 0.00 1.20 0.63 0.00 1.12 1.19 0.00 0.00 1.13 0.00 0.00 Avail Cap(c_a), veh/h 149 0 327 149 0 334 934 0 0 654 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 38.9 0.0 48.8 38.9 0.0 48.2 20.1 0.0 0.0 18.4 0.0 0.0 Incr Delay (d2), s/veh 1.8 0.0 116.7 8.4 0.0 86.3 94.4 0.0 0.0 75.9 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 1.4 0.0 21.4 2.9 0.0 19.1 55.4 0.0 0.0 35.4 0.0 0.0 LnGrp Delay(d),s/veh 40.8 0.0 165.5 47.3 0.0 134.5 114.6 0.0 0.0 94.3 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 443 469 1108 737 Approach Delay, s/veh 151.4 117.0 114.6 94.3 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 8.8 28.2 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 7.1 24.5 81.0 4.7 25.7 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 115.5 HCM 2010 LOS F 125 Timing Report, Sorted By Phase 127: Lemay & Vine without signal at College/suniga Short total PM Synchro 9 Light Report Page 14 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: 127: Lemay & Vine 126 APPENDIX I 127 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer with signal at College/Suniga short total am Synchro 9 Light Report Page 11 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 215 46 657 186 36 1020 Future Volume (veh/h) 215 46 657 186 36 1020 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 1759 1863 1937 1759 Adj Flow Rate, veh/h 215 12 657 129 36 1020 Adj No. of Lanes 212112 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 Percent Heavy Veh, % 228228 Cap, veh/h 364 168 2529 1196 629 2529 Arrive On Green 0.11 0.11 1.00 1.00 0.76 0.76 Sat Flow, veh/h 3442 1583 3431 1581 713 3431 Grp Volume(v), veh/h 215 12 657 129 36 1020 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1581 713 1671 Q Serve(g_s), s 4.8 0.5 0.0 0.0 1.0 8.5 Cycle Q Clear(g_c), s 4.8 0.5 0.0 0.0 1.0 8.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 364 168 2529 1196 629 2529 V/C Ratio(X) 0.59 0.07 0.26 0.11 0.06 0.40 Avail Cap(c_a), veh/h 1097 505 2529 1196 629 2529 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.97 0.97 1.00 1.00 Uniform Delay (d), s/veh 34.1 32.2 0.0 0.0 2.5 3.4 Incr Delay (d2), s/veh 1.5 0.2 0.2 0.2 0.2 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.3 0.2 0.1 0.1 0.2 4.0 LnGrp Delay(d),s/veh 35.6 32.4 0.2 0.2 2.7 3.9 LnGrp LOS D C AAAA Approach Vol, veh/h 227 786 1056 Approach Delay, s/veh 35.5 0.2 3.8 Approach LOS D A A Timer 12345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 67.0 67.0 13.0 Change Period (Y+Rc), s 7.5 7.5 5.5 Max Green Setting (Gmax), s 42.5 42.5 24.5 Max Q Clear Time (g_c+I1), s 10.5 2.0 6.8 Green Ext Time (p_c), s 9.4 9.9 0.8 Intersection Summary HCM 2010 Ctrl Delay 5.9 HCM 2010 LOS A 128 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer with signal at College/Suniga short total am Synchro 9 Light Report Page 12 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max Max None Maximum Split (s) 50 50 30 Maximum Split (%) 62.5% 62.5% 37.5% Minimum Split (s) 24.5 24.5 25.5 Yellow Time (s) 4.5 4.5 3.5 All-Red Time (s) 3 3 2 Minimum Initial (s) 10 10 7 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) 7 7 7 Flash Dont Walk (s) 10 10 13 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 77 77 47 End Time (s) 47 47 77 Yield/Force Off (s) 39.5 39.5 71.5 Yield/Force Off 170(s) 29.5 29.5 58.5 Local Start Time (s) 30 30 0 Local Yield (s) 72.5 72.5 24.5 Local Yield 170(s) 62.5 62.5 11.5 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 47 (59%), Referenced to phase 2:SBTL, Start of Red Splits and Phases: 74: College (US 287 & State 14) & Conifer 129 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer with signal at College/suniga Short total PM Synchro 9 Light Report Page 11 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 341 81 1268 230 44 970 Future Volume (veh/h) 341 81 1268 230 44 970 Number 7 14 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 1759 1900 1827 1759 Adj Flow Rate, veh/h 363 22 1349 181 47 1032 Adj No. of Lanes 212112 Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 Percent Heavy Veh, % 228448 Cap, veh/h 511 235 2387 1152 327 2387 Arrive On Green 0.15 0.15 1.00 1.00 0.71 0.71 Sat Flow, veh/h 3442 1583 3431 1613 332 3431 Grp Volume(v), veh/h 363 22 1349 181 47 1032 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1613 332 1671 Q Serve(g_s), s 8.0 1.0 0.0 0.0 3.8 10.2 Cycle Q Clear(g_c), s 8.0 1.0 0.0 0.0 3.8 10.2 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 511 235 2387 1152 327 2387 V/C Ratio(X) 0.71 0.09 0.57 0.16 0.14 0.43 Avail Cap(c_a), veh/h 753 346 2387 1152 327 2387 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.82 0.82 1.00 1.00 Uniform Delay (d), s/veh 32.4 29.4 0.0 0.0 3.8 4.7 Incr Delay (d2), s/veh 1.8 0.2 0.8 0.2 0.9 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 4.0 0.4 0.3 0.1 0.4 4.8 LnGrp Delay(d),s/veh 34.3 29.6 0.8 0.2 4.7 5.3 LnGrp LOS C C AAAA Approach Vol, veh/h 385 1530 1079 Approach Delay, s/veh 34.0 0.7 5.3 Approach LOS C A A Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 63.6 16.4 63.6 Change Period (Y+Rc), s 7.5 5.5 7.5 Max Green Setting (Gmax), s 50.5 16.5 50.5 Max Q Clear Time (g_c+I1), s 12.2 10.0 2.0 Green Ext Time (p_c), s 18.2 0.8 19.9 Intersection Summary HCM 2010 Ctrl Delay 6.6 HCM 2010 LOS A Notes 130 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer with signal at College/suniga Short total PM Synchro 9 Light Report Page 13 Phase Number 2 4 6 Movement SBTL WBL NBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max Maximum Split (s) 58 22 58 Maximum Split (%) 72.5% 27.5% 72.5% Minimum Split (s) 24.5 25.5 24.5 Yellow Time (s) 4.5 3.5 4.5 All-Red Time (s) 3 2 3 Minimum Initial (s) 10 7 10 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) 7 7 7 Flash Dont Walk (s) 10 13 10 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 31.5 9.5 31.5 End Time (s) 9.5 31.5 9.5 Yield/Force Off (s) 2 26 2 Yield/Force Off 170(s) 72 13 72 Local Start Time (s) 29.5 7.5 29.5 Local Yield (s) 0 24 0 Local Yield 170(s) 70 11 70 Intersection Summary Cycle Length 80 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 2 (3%), Referenced to phase 2:SBTL, Start of Yellow Splits and Phases: 74: College (US 287 & State 14) & Conifer 131 HCM 2010 TWSC 12: Jerome & Conifer with signal at College/Suniga short total am Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 191 1 2 278 4 6 Future Vol, veh/h 191 1 2 278 4 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 191 1 2 278 4 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 226 0 557 225 Stage 1 - - - - 225 - Stage 2 - - - - 332 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1342 - 491 814 Stage 1 - - - - 812 - Stage 2 - - - - 727 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1342 - 490 814 Mov Cap-2 Maneuver - - - - 490 - Stage 1 - - - - 812 - Stage 2 - - - - 726 - Approach EB WB NB HCM Control Delay, s 0 0.1 10.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 644 - - 1342 - HCM Lane V/C Ratio 0.018 - - 0.002 - HCM Control Delay (s) 10.7 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 132 HCM 2010 TWSC 11: Jerome & Conifer with signal at College/suniga Short total PM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 296 4 6 388 2 3 Future Vol, veh/h 296 4 6 388 2 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 - - - - 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 329 4 7 431 2 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 333 0 775 331 Stage 1 - - - - 331 - Stage 2 - - - - 444 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1226 - 366 711 Stage 1 - - - - 728 - Stage 2 - - - - 646 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1226 - 363 711 Mov Cap-2 Maneuver - - - - 363 - Stage 1 - - - - 728 - Stage 2 - - - - 641 - Approach EB WB NB HCM Control Delay, s 0 0.1 12.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 514 - - 1226 - HCM Lane V/C Ratio 0.011 - - 0.005 - HCM Control Delay (s) 12.1 - - 8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0 - - 0 - 133 HCM 2010 TWSC 16: Site Access & Conifer with signal at College/Suniga short total am Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 196 1 1 278 2 3 Future Vol, veh/h 196 1 1 278 2 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 - - - - 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 196 1 1 278 2 3 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 232 0 560 231 Stage 1 - - - - 231 - Stage 2 - - - - 329 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1336 - 489 808 Stage 1 - - - - 807 - Stage 2 - - - - 729 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1336 - 489 808 Mov Cap-2 Maneuver - - - - 489 - Stage 1 - - - - 807 - Stage 2 - - - - 728 - Approach EB WB NB HCM Control Delay, s 0 0 10.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 641 - - 1336 - HCM Lane V/C Ratio 0.009 - - 0.001 - HCM Control Delay (s) 10.7 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - 134 HCM 2010 TWSC 15: Site Access & Conifer with signal at College/suniga Short total PM Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 297 2 3 398 1 2 Future Vol, veh/h 297 2 3 398 1 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 330 2 3 442 1 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 332 0 780 331 Stage 1 - - - - 331 - Stage 2 - - - - 449 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1227 - 364 711 Stage 1 - - - - 728 - Stage 2 - - - - 643 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1227 - 363 711 Mov Cap-2 Maneuver - - - - 363 - Stage 1 - - - - 728 - Stage 2 - - - - 641 - Approach EB WB NB HCM Control Delay, s 0 0.1 11.7 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 539 - - 1227 - HCM Lane V/C Ratio 0.006 - - 0.003 - HCM Control Delay (s) 11.7 - - 7.9 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0 - - 0 - 135 HCM 2010 Signalized Intersection Summary 9: College (US 287 & State 14) & Suniga with signal at College/Suniga short total am Synchro 9 Light Report Page 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 109 29 814 28 13 1223 Future Volume (veh/h) 109 29 814 28 13 1223 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 00000 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 109 0 814 21 13 1223 Adj No. of Lanes 1 12112 Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Percent Heavy Veh, % 2 22222 Cap, veh/h 162 144 2862 1281 582 2862 Arrive On Green 0.09 0.00 0.81 0.81 0.81 0.81 Sat Flow, veh/h 1774 1583 3632 1583 655 3632 Grp Volume(v), veh/h 109 0 814 21 13 1223 Grp Sat Flow(s),veh/h/ln1774 1583 1770 1583 655 1770 Q Serve(g_s), s 4.8 0.0 4.6 0.2 0.4 8.1 Cycle Q Clear(g_c), s 4.8 0.0 4.6 0.2 5.0 8.1 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 162 144 2862 1281 582 2862 V/C Ratio(X) 0.67 0.00 0.28 0.02 0.02 0.43 Avail Cap(c_a), veh/h 377 336 2862 1281 582 2862 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.91 0.91 Uniform Delay (d), s/veh 35.2 0.0 1.9 1.5 2.5 2.2 Incr Delay (d2), s/veh 4.9 0.0 0.2 0.0 0.1 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln2.6 0.0 2.2 0.1 0.1 4.1 LnGrp Delay(d),s/veh 40.1 0.0 2.2 1.5 2.6 2.7 LnGrp LOS D AAAA Approach Vol, veh/h 109 835 1236 Approach Delay, s/veh 40.1 2.1 2.7 Approach LOS D A A Timer 1 2345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 68.7 68.7 11.3 Change Period (Y+Rc), s 5.0 5.0 5.0 Max Green Setting (Gmax), s 54.0 54.0 16.0 Max Q Clear Time (g_c+I1), s 10.1 6.6 6.8 Green Ext Time (p_c), s 22.3 23.1 0.2 Intersection Summary HCM 2010 Ctrl Delay 4.3 HCM 2010 LOS A 136 Timing Report, Sorted By Phase 9: College (US 287 & State 14) & Suniga with signal at College/Suniga short total am Synchro 9 Light Report Page 5 Phase Number 2 6 8 Movement SBTL NBT WBL Lead/Lag Lead-Lag Optimize Recall Mode C-Max C-Max None Maximum Split (s) 59 59 21 Maximum Split (%) 73.8% 73.8% 26.3% 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) 21 21 0 End Time (s) 0 0 21 Yield/Force Off (s) 75 75 16 Yield/Force Off 170(s) 75 75 16 Local Start Time (s) 21 21 0 Local Yield (s) 75 75 16 Local Yield 170(s) 75 75 16 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: 9: College (US 287 & State 14) & Suniga 137 HCM 2010 Signalized Intersection Summary 8: College (US 287 & State 14) & Suniga with signal at College/suniga Short total PM Synchro 9 Light Report Page 4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 65 44 1454 122 40 1271 Future Volume (veh/h) 65 44 1454 122 40 1271 Number 3 18 6 16 5 2 Initial Q (Qb), veh 0 00000 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 72 1 1616 108 44 1412 Adj No. of Lanes 1 12112 Peak Hour Factor 0.90 0.90 0.90 0.90 0.90 0.90 Percent Heavy Veh, % 2 22222 Cap, veh/h 115 103 2955 1322 285 2955 Arrive On Green 0.06 0.06 0.84 0.84 1.00 1.00 Sat Flow, veh/h 1774 1583 3632 1583 281 3632 Grp Volume(v), veh/h 72 1 1616 108 44 1412 Grp Sat Flow(s),veh/h/ln1774 1583 1770 1583 281 1770 Q Serve(g_s), s 3.2 0.0 11.1 1.0 2.6 0.0 Cycle Q Clear(g_c), s 3.2 0.0 11.1 1.0 13.7 0.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 115 103 2955 1322 285 2955 V/C Ratio(X) 0.62 0.01 0.55 0.08 0.15 0.48 Avail Cap(c_a), veh/h 288 257 2955 1322 285 2955 HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.87 0.87 Uniform Delay (d), s/veh 36.4 35.0 2.0 1.2 1.1 0.0 Incr Delay (d2), s/veh 5.4 0.0 0.7 0.1 1.0 0.5 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln1.7 0.0 5.5 0.5 0.3 0.2 LnGrp Delay(d),s/veh 41.9 35.0 2.7 1.3 2.1 0.5 LnGrp LOS D D AAAA Approach Vol, veh/h 73 1724 1456 Approach Delay, s/veh 41.8 2.6 0.5 Approach LOS D A A Timer 1 2345678 Assigned Phs 2 6 8 Phs Duration (G+Y+Rc), s 70.8 70.8 9.2 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 15.7 13.1 5.2 Green Ext Time (p_c), s 36.0 37.8 0.1 Intersection Summary HCM 2010 Ctrl Delay 2.6 HCM 2010 LOS A 138 Timing Report, Sorted By Phase 8: College (US 287 & State 14) & Suniga with signal at College/suniga Short total PM Synchro 9 Light Report Page 5 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 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBT, Start of Red Splits and Phases: 8: College (US 287 & State 14) & Suniga 139 HCM 2010 TWSC 11: Jerome & Suniga with signal at College/Suniga short total am Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 4.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 9 22 10 24 98 3 21 10 2 23 19 19 Future Vol, veh/h 9 22 10 24 98 3 21 10 2 23 19 19 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 9 22 10 24 98 3 21 10 2 23 19 19 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 119 0 0 38 0 0 178 228 19 214 233 59 Stage 1 - - - - - - 53 53 - 174 174 - Stage 2 - - - - - - 125 175 - 40 59 - 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 1467 - - 1571 - - 768 670 1055 724 666 994 Stage 1 - - - - - - 953 850 - 811 754 - Stage 2 - - - - - - 866 753 - 970 845 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1467 - - 1571 - - 717 653 1055 699 649 994 Mov Cap-2 Maneuver - - - - - - 717 653 - 699 649 - Stage 1 - - - - - - 946 844 - 805 741 - Stage 2 - - - - - - 806 740 - 947 839 - Approach EB WB NB SB HCM Control Delay, s 1.6 1.4 10.4 10.3 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 710 1467 - - 1571 - - 750 HCM Lane V/C Ratio 0.055 0.007 - - 0.018 - - 0.096 HCM Control Delay (s) 10.4 7.5 - - 7.3 - - 10.3 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.2 0 - - 0.1 - - 0.3 140 HCM 2010 TWSC 10: Jerome & Suniga with signal at College/suniga Short total PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 4.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 41 92 29 14 76 12 23 39 2 11 10 10 Future Vol, veh/h 41 92 29 14 76 12 23 39 2 11 10 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 - - - - - - - - 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 46 102 32 16 84 13 26 43 2 12 11 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 98 0 0 134 0 0 288 338 67 286 348 49 Stage 1 - - - - - - 209 209 - 122 122 - Stage 2 - - - - - - 79 129 - 164 226 - 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 1493 - - 1448 - - 642 582 983 644 574 1009 Stage 1 - - - - - - 774 728 - 869 794 - Stage 2 - - - - - - 921 788 - 822 716 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1493 - - 1448 - - 605 558 983 585 550 1009 Mov Cap-2 Maneuver - - - - - - 605 558 - 585 550 - Stage 1 - - - - - - 750 706 - 842 785 - Stage 2 - - - - - - 888 779 - 746 694 - Approach EB WB NB SB HCM Control Delay, s 1.9 1 12 10.7 HCM LOS B B Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 582 1493 - - 1448 - - 661 HCM Lane V/C Ratio 0.122 0.031 - - 0.011 - - 0.052 HCM Control Delay (s) 12 7.5 - - 7.5 - - 10.7 HCM Lane LOS B A - - A - - B HCM 95th %tile Q(veh) 0.4 0.1 - - 0 - - 0.2 141 HCM 2010 TWSC 19: Suniga with signal at College/Suniga short total am Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 81 4 0 44 Future Vol, veh/h 0 0 81 4 0 44 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 81 4 0 44 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 50 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 1008 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 1008 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.8 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 1008 HCM Lane V/C Ratio - - - 0.051 HCM Control Delay (s) - - - 8.8 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.2 142 HCM 2010 TWSC 18: Suniga & Site Access with signal at College/suniga Short total PM Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 78 16 0 24 Future Vol, veh/h 0 0 78 16 0 24 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 87 18 0 27 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 52 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 1005 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 1005 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 1005 HCM Lane V/C Ratio - - - 0.027 HCM Control Delay (s) - - - 8.7 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.1 143 HCM 2010 TWSC 10: Redwood & Suniga with signal at College/Suniga short total am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 2.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 17 30 8 41 72 49 Future Vol, veh/h 17 30 8 41 72 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 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 17 30 8 41 72 49 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 181 114 142 0 - 0 Stage 1 114 - - - - - Stage 2 67 - - - - - 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 808 939 1441 - - - Stage 1 911 - - - - - Stage 2 956 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 803 939 1441 - - - Mov Cap-2 Maneuver 803 - - - - - Stage 1 911 - - - - - Stage 2 950 - - - - - Approach EB NB SB HCM Control Delay, s 9.2 1.2 0 HCM LOS A Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1441 - 803 939 - - HCM Lane V/C Ratio 0.007 - 0.025 0.038 - - HCM Control Delay (s) 7.5 0 9.6 9 - - HCM Lane LOS AAAA-- HCM 95th %tile Q(veh) 0 - 0.1 0.1 - - 144 HCM 2010 TWSC 9: Redwood & Suniga with signal at College/suniga Short total PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 3.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 59 16 32 72 68 35 Future Vol, veh/h 59 16 32 72 68 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 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 66 18 36 80 76 39 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 246 95 114 0 - 0 Stage 1 95 - - - - - Stage 2 151 - - - - - 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 742 962 1475 - - - Stage 1 929 - - - - - Stage 2 877 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 723 962 1475 - - - Mov Cap-2 Maneuver 723 - - - - - Stage 1 929 - - - - - Stage 2 854 - - - - - Approach EB NB SB HCM Control Delay, s 10.1 2.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1475 - 723 962 - - HCM Lane V/C Ratio 0.024 - 0.091 0.018 - - HCM Control Delay (s) 7.5 0 10.5 8.8 - - HCM Lane LOS AABA-- HCM 95th %tile Q(veh) 0.1 - 0.3 0.1 - - 145 HCM 2010 TWSC 2: Vine & Jerome with signal at College/Suniga short total am Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 21 234 284 8 34 71 Future Vol, veh/h 21 234 284 8 34 71 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 21 234 284 8 34 71 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 344 0 - 0 664 339 Stage 1 - - - - 339 - Stage 2 - - - - 325 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1215 - - - 426 703 Stage 1 - - - - 722 - Stage 2 - - - - 732 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1215 - - - 416 703 Mov Cap-2 Maneuver - - - - 416 - Stage 1 - - - - 722 - Stage 2 - - - - 714 - Approach EB WB SB HCM Control Delay, s 0.7 0 12 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1215 - - - 416 703 HCM Lane V/C Ratio 0.02 - - - 0.096 0.119 HCM Control Delay (s) 8 0 - - 14.6 10.8 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0.1 - - - 0.3 0.4 146 HCM 2010 TWSC 2: Vine & Jerome with signal at College/suniga Short total PM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 64 315 282 27 17 64 Future Vol, veh/h 64 315 282 27 17 64 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 71 350 313 30 19 71 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 343 0 - 0 820 328 Stage 1 - - - - 328 - Stage 2 - - - - 492 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1216 - - - 345 713 Stage 1 - - - - 730 - Stage 2 - - - - 615 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1216 - - - 320 713 Mov Cap-2 Maneuver - - - - 320 - Stage 1 - - - - 730 - Stage 2 - - - - 571 - Approach EB WB SB HCM Control Delay, s 1.4 0 11.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1216 - - - 320 713 HCM Lane V/C Ratio 0.058 - - - 0.059 0.1 HCM Control Delay (s) 8.1 0 - - 17 10.6 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0.2 - - - 0.2 0.3 147 HCM 2010 AWSC 4: Linden/Redwood & Vine with signal at College/Suniga short total am Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 15.5 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 19 218 47 0 74 246 32 0 36 27 39 Future Vol, veh/h 0 19 218 47 0 74 246 32 0 36 27 39 Peak Hour Factor 100 100 100 100 100 100 100 100 100 100 100 100 Heavy Vehicles, % 222222222222 Mvmt Flow 0 19 218 47 0 74 246 32 0 36 27 39 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 14.8 18.5 11.2 HCM LOS B C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 35% 7% 21% 35% Vol Thru, % 26% 77% 70% 46% Vol Right, % 38% 17% 9% 20% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 102 284 352 184 LT Vol 36 19 74 64 Through Vol 27 218 246 84 RT Vol 39 47 32 36 Lane Flow Rate 120 334 414 216 Geometry Grp 1111 Degree of Util (X) 0.214 0.519 0.637 0.371 Departure Headway (Hd) 6.423 5.591 5.535 6.178 Convergence, Y/N Yes Yes Yes Yes Cap 563 638 646 576 Service Time 4.423 3.681 3.618 4.277 HCM Lane V/C Ratio 0.213 0.524 0.641 0.375 HCM Control Delay 11.2 14.8 18.5 13 HCM Lane LOS B B C B HCM 95th-tile Q 0.8 3.2 5.3 1.8 148 HCM 2010 AWSC 4: Linden/Redwood & Vine with signal at College/Suniga short 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 64 84 36 Future Vol, veh/h 0 64 84 36 Peak Hour Factor 100 100 100 100 Heavy Vehicles, % 2222 Mvmt Flow 0 64 84 36 Number of Lanes 0010 Approach SB Opposing Approach NB Opposing Lanes 1 Conflicting Approach Left WB Conflicting Lanes Left 1 Conflicting Approach Right EB Conflicting Lanes Right 1 HCM Control Delay 13 HCM LOS B 149 HCM 2010 AWSC 4: Linden/Redwood & Vine with signal at College/suniga Short total PM Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 20.3 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 27 323 58 0 51 178 72 0 73 95 102 Future Vol, veh/h 0 27 323 58 0 51 178 72 0 73 95 102 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 30 359 64 0 57 198 80 0 81 106 113 Number of Lanes 001000100010 Approach EB WB NB Opposing Approach WB EB SB Opposing Lanes 1 1 1 Conflicting Approach Left SB NB EB Conflicting Lanes Left 1 1 1 Conflicting Approach Right NB SB WB Conflicting Lanes Right 1 1 1 HCM Control Delay 26.5 17.9 17.2 HCM LOS D C C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 27% 7% 17% 21% Vol Thru, % 35% 79% 59% 50% Vol Right, % 38% 14% 24% 29% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 270 408 301 128 LT Vol 73 27 51 27 Through Vol 95 323 178 64 RT Vol 102 58 72 37 Lane Flow Rate 300 453 334 142 Geometry Grp 1111 Degree of Util (X) 0.545 0.766 0.584 0.279 Departure Headway (Hd) 6.537 6.085 6.283 7.051 Convergence, Y/N Yes Yes Yes Yes Cap 549 594 572 506 Service Time 4.611 4.153 4.358 5.145 HCM Lane V/C Ratio 0.546 0.763 0.584 0.281 HCM Control Delay 17.2 26.5 17.9 12.9 HCM Lane LOS C D C B HCM 95th-tile Q 3.3 7 3.7 1.1 150 HCM 2010 AWSC 4: Linden/Redwood & Vine with signal at College/suniga Short 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 27 64 37 Future Vol, veh/h 0 27 64 37 Peak Hour Factor 0.90 0.90 0.90 0.90 Heavy Vehicles, % 2222 Mvmt Flow 0 30 71 41 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 12.9 HCM LOS B 151 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine with signal at College/Suniga short total am Synchro 9 Light Report Page 13 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 13 145 106 150 267 125 51 337 68 58 639 45 Future Volume (veh/h) 13 145 106 150 267 125 51 337 68 58 639 45 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1832 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 13 145 82 150 267 108 51 337 65 58 639 43 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 139 192 108 283 302 122 120 771 143 100 999 66 Arrive On Green 0.02 0.18 0.18 0.09 0.25 0.25 0.62 0.62 0.62 0.62 0.62 0.62 Sat Flow, veh/h 1774 1090 616 1774 1227 496 135 1244 231 104 1612 106 Grp Volume(v), veh/h 13 0 227 150 0 375 453 0 0 740 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1706 1774 0 1724 1610 0 0 1822 0 0 Q Serve(g_s), s 0.7 0.0 13.9 7.3 0.0 23.1 0.0 0.0 0.0 9.8 0.0 0.0 Cycle Q Clear(g_c), s 0.7 0.0 13.9 7.3 0.0 23.1 14.0 0.0 0.0 27.4 0.0 0.0 Prop In Lane 1.00 0.36 1.00 0.29 0.11 0.14 0.08 0.06 Lane Grp Cap(c), veh/h 139 0 300 283 0 423 1034 0 0 1164 0 0 V/C Ratio(X) 0.09 0.00 0.76 0.53 0.00 0.89 0.44 0.00 0.00 0.64 0.00 0.00 Avail Cap(c_a), veh/h 214 0 427 283 0 478 1034 0 0 1164 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 36.8 0.0 43.1 32.1 0.0 40.0 10.6 0.0 0.0 13.0 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 5.0 1.9 0.0 21.7 1.4 0.0 0.0 2.7 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 0.3 0.0 7.0 3.7 0.0 13.5 7.3 0.0 0.0 14.8 0.0 0.0 LnGrp Delay(d),s/veh 37.1 0.0 48.1 33.9 0.0 61.7 12.0 0.0 0.0 15.7 0.0 0.0 LnGrp LOS D D C E B B Approach Vol, veh/h 240 525 453 740 Approach Delay, s/veh 47.5 53.8 12.0 15.7 Approach LOS D D B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 72.2 14.0 23.8 72.2 6.3 31.5 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 29.4 9.3 15.9 16.0 2.7 25.1 Green Ext Time (p_c), s 5.5 0.0 1.6 5.7 0.0 1.0 Intersection Summary HCM 2010 Ctrl Delay 29.0 HCM 2010 LOS C 152 Timing Report, Sorted By Phase 127: Lemay & Vine with signal at College/Suniga short total am Synchro 9 Light Report Page 14 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 70 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 127: Lemay & Vine 153 HCM 2010 Signalized Intersection Summary 127: Lemay & Vine with signal at College/suniga Short total PM Synchro 9 Light Report Page 14 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 48 294 94 90 217 169 90 807 168 110 567 31 Future Volume (veh/h) 48 294 94 90 217 169 90 807 168 110 567 31 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1822 1824 1863 1832 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 50 306 87 94 226 149 94 841 173 115 591 31 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 131 254 72 149 201 133 95 699 141 110 518 26 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 1357 386 1774 1020 673 94 1062 214 114 786 40 Grp Volume(v), veh/h 50 0 393 94 0 375 1108 0 0 737 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1743 1774 0 1693 1370 0 0 940 0 0 Q Serve(g_s), s 2.7 0.0 22.5 5.1 0.0 23.7 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.7 0.0 22.5 5.1 0.0 23.7 79.0 0.0 0.0 79.0 0.0 0.0 Prop In Lane 1.00 0.22 1.00 0.40 0.08 0.16 0.16 0.04 Lane Grp Cap(c), veh/h 131 0 327 149 0 334 934 0 0 654 0 0 V/C Ratio(X) 0.38 0.00 1.20 0.63 0.00 1.12 1.19 0.00 0.00 1.13 0.00 0.00 Avail Cap(c_a), veh/h 149 0 327 149 0 334 934 0 0 654 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 38.9 0.0 48.8 38.9 0.0 48.2 20.1 0.0 0.0 18.4 0.0 0.0 Incr Delay (d2), s/veh 1.8 0.0 116.7 8.4 0.0 86.3 94.4 0.0 0.0 75.9 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 1.4 0.0 21.4 2.9 0.0 19.1 55.4 0.0 0.0 35.4 0.0 0.0 LnGrp Delay(d),s/veh 40.8 0.0 165.5 47.3 0.0 134.5 114.6 0.0 0.0 94.3 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 443 469 1108 737 Approach Delay, s/veh 151.4 117.0 114.6 94.3 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 8.8 28.2 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 7.1 24.5 81.0 4.7 25.7 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 115.5 HCM 2010 LOS F 154 Timing Report, Sorted By Phase 127: Lemay & Vine with signal at College/suniga Short total PM Synchro 9 Light Report Page 15 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: 127: Lemay & Vine 155 APPENDIX J 156 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer Long total AM Synchro 9 Light Report Page 13 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 240 60 745 205 45 1220 Future Volume (veh/h) 240 60 745 205 45 1220 Number 7 14 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 1759 1900 1827 1759 Adj Flow Rate, veh/h 253 0 784 153 47 1284 Adj No. of Lanes 212112 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 228448 Cap, veh/h 353 163 2693 1300 530 2693 Arrive On Green 0.10 0.00 1.00 1.00 0.81 0.81 Sat Flow, veh/h 3442 1583 3431 1613 584 3431 Grp Volume(v), veh/h 253 0 784 153 47 1284 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1613 584 1671 Q Serve(g_s), s 8.5 0.0 0.0 0.0 2.0 14.5 Cycle Q Clear(g_c), s 8.5 0.0 0.0 0.0 2.0 14.5 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 353 163 2693 1300 530 2693 V/C Ratio(X) 0.72 0.00 0.29 0.12 0.09 0.48 Avail Cap(c_a), veh/h 731 336 2693 1300 530 2693 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.92 0.92 1.00 1.00 Uniform Delay (d), s/veh 52.1 0.0 0.0 0.0 2.5 3.7 Incr Delay (d2), s/veh 2.7 0.0 0.3 0.2 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 4.2 0.0 0.1 0.1 0.4 6.8 LnGrp Delay(d),s/veh 54.9 0.0 0.3 0.2 2.8 4.3 LnGrp LOS D AAAA Approach Vol, veh/h 253 937 1331 Approach Delay, s/veh 54.9 0.2 4.2 Approach LOS D A A Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 103.2 16.8 103.2 Change Period (Y+Rc), s 7.5 5.5 7.5 Max Green Setting (Gmax), s 82.5 24.5 82.5 Max Q Clear Time (g_c+I1), s 16.5 10.5 2.0 Green Ext Time (p_c), s 15.5 0.8 15.7 Intersection Summary HCM 2010 Ctrl Delay 7.8 HCM 2010 LOS A Notes 157 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer Long total AM Synchro 9 Light Report Page 15 Phase Number 2 4 6 Movement SBTL WBL NBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max Maximum Split (s) 90 30 90 Maximum Split (%) 75.0% 25.0% 75.0% Minimum Split (s) 24.5 25.5 24.5 Yellow Time (s) 4.5 3.5 4.5 All-Red Time (s) 3 2 3 Minimum Initial (s) 10 7 10 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) 7 7 7 Flash Dont Walk (s) 10 13 10 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 37.5 7.5 37.5 End Time (s) 7.5 37.5 7.5 Yield/Force Off (s) 0 32 0 Yield/Force Off 170(s) 110 19 110 Local Start Time (s) 37.5 7.5 37.5 Local Yield (s) 0 32 0 Local Yield 170(s) 110 19 110 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL, Start of Yellow Splits and Phases: 74: College (US 287 & State 14) & Conifer 158 HCM 2010 Signalized Intersection Summary 74: College (US 287 & State 14) & Conifer Long total PM Synchro 9 Light Report Page 13 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Volume (veh/h) 360 110 1405 260 55 1155 Future Volume (veh/h) 360 110 1405 260 55 1155 Number 7 14 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 1759 1900 1827 1759 Adj Flow Rate, veh/h 379 53 1479 211 58 1216 Adj No. of Lanes 212112 Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 Percent Heavy Veh, % 228448 Cap, veh/h 487 224 2563 1237 278 2563 Arrive On Green 0.14 0.14 1.00 1.00 0.77 0.77 Sat Flow, veh/h 3442 1583 3431 1613 284 3431 Grp Volume(v), veh/h 379 53 1479 211 58 1216 Grp Sat Flow(s),veh/h/ln 1721 1583 1671 1613 284 1671 Q Serve(g_s), s 12.7 3.6 0.0 0.0 7.2 16.0 Cycle Q Clear(g_c), s 12.7 3.6 0.0 0.0 7.2 16.0 Prop In Lane 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 487 224 2563 1237 278 2563 V/C Ratio(X) 0.78 0.24 0.58 0.17 0.21 0.47 Avail Cap(c_a), veh/h 731 336 2563 1237 278 2563 HCM Platoon Ratio 1.00 1.00 2.00 2.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.64 0.64 1.00 1.00 Uniform Delay (d), s/veh 49.7 45.8 0.0 0.0 4.1 5.1 Incr Delay (d2), s/veh 3.1 0.5 0.6 0.2 1.7 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 6.3 1.6 0.2 0.1 0.7 7.5 LnGrp Delay(d),s/veh 52.8 46.3 0.6 0.2 5.8 5.8 LnGrp LOS D D AAAA Approach Vol, veh/h 432 1690 1274 Approach Delay, s/veh 52.0 0.6 5.8 Approach LOS D A A Timer 12345678 Assigned Phs 2 4 6 Phs Duration (G+Y+Rc), s 98.5 21.5 98.5 Change Period (Y+Rc), s 7.5 5.5 7.5 Max Green Setting (Gmax), s 82.5 24.5 82.5 Max Q Clear Time (g_c+I1), s 18.0 14.7 2.0 Green Ext Time (p_c), s 28.7 1.2 30.8 Intersection Summary HCM 2010 Ctrl Delay 9.1 HCM 2010 LOS A Notes 159 Timing Report, Sorted By Phase 74: College (US 287 & State 14) & Conifer Long total PM Synchro 9 Light Report Page 15 Phase Number 2 4 6 Movement SBTL WBL NBT Lead/Lag Lead-Lag Optimize Recall Mode C-Max None Max Maximum Split (s) 90 30 90 Maximum Split (%) 75.0% 25.0% 75.0% Minimum Split (s) 24.5 25.5 24.5 Yellow Time (s) 4.5 3.5 4.5 All-Red Time (s) 3 2 3 Minimum Initial (s) 10 7 10 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) 7 7 7 Flash Dont Walk (s) 10 13 10 Dual Entry Yes Yes Yes Inhibit Max Yes Yes Yes Start Time (s) 37.5 7.5 37.5 End Time (s) 7.5 37.5 7.5 Yield/Force Off (s) 0 32 0 Yield/Force Off 170(s) 110 19 110 Local Start Time (s) 37.5 7.5 37.5 Local Yield (s) 0 32 0 Local Yield 170(s) 110 19 110 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:SBTL, Start of Yellow Splits and Phases: 74: College (US 287 & State 14) & Conifer 160 HCM 2010 TWSC 11: Jerome & Conifer Long total AM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 245 5 5 290 5 5 Future Vol, veh/h 245 5 5 290 5 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 258 5 5 305 5 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 263 0 577 261 Stage 1 - - - - 261 - Stage 2 - - - - 316 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1301 - 478 778 Stage 1 - - - - 783 - Stage 2 - - - - 739 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1301 - 476 778 Mov Cap-2 Maneuver - - - - 476 - Stage 1 - - - - 783 - Stage 2 - - - - 735 - Approach EB WB NB HCM Control Delay, s 0 0.1 11.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 591 - - 1301 - HCM Lane V/C Ratio 0.018 - - 0.004 - HCM Control Delay (s) 11.2 - - 7.8 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 161 HCM 2010 TWSC 11: Jerome & Conifer Long total PM Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 305 5 5 460 5 5 Future Vol, veh/h 305 5 5 460 5 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 321 5 5 484 5 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 326 0 819 324 Stage 1 - - - - 324 - Stage 2 - - - - 495 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1234 - 345 717 Stage 1 - - - - 733 - Stage 2 - - - - 613 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1234 - 343 717 Mov Cap-2 Maneuver - - - - 343 - Stage 1 - - - - 733 - Stage 2 - - - - 609 - Approach EB WB NB HCM Control Delay, s 0 0.1 12.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 464 - - 1234 - HCM Lane V/C Ratio 0.023 - - 0.004 - HCM Control Delay (s) 12.9 - - 7.9 - HCM Lane LOS B - - A - HCM 95th %tile Q(veh) 0.1 - - 0 - 162 HCM 2010 TWSC 21: Conifer Long total AM Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 245 5 5 290 5 5 Future Vol, veh/h 245 5 5 290 5 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 258 5 5 305 5 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 263 0 577 261 Stage 1 - - - - 261 - Stage 2 - - - - 316 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1301 - 478 778 Stage 1 - - - - 783 - Stage 2 - - - - 739 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1301 - 476 778 Mov Cap-2 Maneuver - - - - 476 - Stage 1 - - - - 783 - Stage 2 - - - - 735 - Approach EB WB NB HCM Control Delay, s 0 0.1 11.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 591 - - 1301 - HCM Lane V/C Ratio 0.018 - - 0.004 - HCM Control Delay (s) 11.2 - - 7.8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 163 HCM 2010 TWSC 21: Site Access & Conifer Long total PM Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 305 5 5 460 5 5 Future Vol, veh/h 305 5 5 460 5 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 321 5 5 484 5 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 326 0 819 324 Stage 1 - - - - 324 - Stage 2 - - - - 495 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1234 - 345 717 Stage 1 - - - - 733 - Stage 2 - - - - 613 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1234 - 343 717 Mov Cap-2 Maneuver - - - - 343 - Stage 1 - - - - 733 - Stage 2 - - - - 609 - Approach EB WB NB HCM Control Delay, s 0 0.1 12.9 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 464 - - 1234 - HCM Lane V/C Ratio 0.023 - - 0.004 - HCM Control Delay (s) 12.9 - - 7.9 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 - - 0 - 164 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 10 295 5 130 30 795 160 165 1290 5 Future Volume (veh/h) 25 5 10 295 5 130 30 795 160 165 1290 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 0 311 5 32 32 837 87 174 1358 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 0 481 483 411 342 2038 912 442 2207 8 Arrive On Green 0.04 0.04 0.00 0.18 0.26 0.26 0.03 0.58 0.58 0.13 1.00 1.00 Sat Flow, veh/h 1197 230 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 31 0 0 311 5 32 32 837 87 174 664 699 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 19.3 0.2 1.8 0.9 15.8 3.0 4.7 0.0 0.0 Cycle Q Clear(g_c), s 2.6 0.0 0.0 19.3 0.2 1.8 0.9 15.8 3.0 4.7 0.0 0.0 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 0 481 483 411 342 2038 912 442 1080 1135 V/C Ratio(X) 0.27 0.00 0.00 0.65 0.01 0.08 0.09 0.41 0.10 0.39 0.62 0.62 Avail Cap(c_a), veh/h 186 0 0 481 574 488 392 2038 912 476 1080 1135 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.85 0.85 0.85 Uniform Delay (d), s/veh 56.2 0.0 0.0 41.7 33.0 33.6 9.5 14.1 11.4 9.0 0.0 0.0 Incr Delay (d2), s/veh 1.2 0.0 0.0 3.0 0.0 0.1 0.1 0.6 0.2 0.5 2.2 2.1 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/ln1.0 0.0 0.0 9.8 0.1 0.8 0.4 7.8 1.3 2.2 0.7 0.7 LnGrp Delay(d),s/veh 57.4 0.0 0.0 44.7 33.0 33.7 9.6 14.8 11.6 9.5 2.2 2.1 LnGrp LOS E D C C ABBAAA Approach Vol, veh/h 31 348 956 1537 Approach Delay, s/veh 57.4 43.5 14.3 3.0 Approach LOS E D B A Timer 1 2345678 Assigned Phs 1 23456 8 Phs Duration (G+Y+Rc), s7.6 77.2 26.0 9.1 11.8 73.1 35.1 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 2.0 21.3 4.6 6.7 17.8 3.8 Green Ext Time (p_c), s 0.0 27.7 0.0 0.1 0.1 23.4 0.3 Intersection Summary HCM 2010 Ctrl Delay 12.3 HCM 2010 LOS B 165 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 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 166 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 10 225 5 200 20 1470 255 255 1305 5 Future Volume (veh/h) 20 5 10 225 5 200 20 1470 255 255 1305 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 0 237 5 30 21 1547 187 268 1374 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 99 11 0 313 305 259 362 2329 1042 308 2572 9 Arrive On Green 0.04 0.04 0.00 0.09 0.16 0.16 0.03 0.66 0.66 0.16 1.00 1.00 Sat Flow, veh/h 1164 277 0 1774 1863 1583 1774 3539 1583 1774 3617 13 Grp Volume(v), veh/h 26 0 0 237 5 30 21 1547 187 268 672 707 Grp Sat Flow(s),veh/h/ln1441 0 0 1774 1863 1583 1774 1770 1583 1774 1770 1860 Q Serve(g_s), s 2.1 0.0 0.0 11.0 0.3 1.9 0.5 31.9 5.5 5.9 0.0 0.0 Cycle Q Clear(g_c), s 2.1 0.0 0.0 11.0 0.3 1.9 0.5 31.9 5.5 5.9 0.0 0.0 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 110 0 0 313 305 259 362 2329 1042 308 1259 1323 V/C Ratio(X) 0.24 0.00 0.00 0.76 0.02 0.12 0.06 0.66 0.18 0.87 0.53 0.53 Avail Cap(c_a), veh/h 186 0 0 313 404 343 421 2329 1042 450 1259 1323 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 0.83 0.83 0.83 Uniform Delay (d), s/veh 56.5 0.0 0.0 50.4 42.1 42.8 6.1 12.5 8.0 19.4 0.0 0.0 Incr Delay (d2), s/veh 1.1 0.0 0.0 10.2 0.0 0.2 0.1 1.5 0.4 10.1 1.4 1.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln0.9 0.0 0.0 8.3 0.1 0.9 0.2 16.0 2.5 6.4 0.5 0.5 LnGrp Delay(d),s/veh 57.6 0.0 0.0 60.6 42.1 43.0 6.2 14.0 8.3 29.5 1.4 1.3 LnGrp LOS E E D D A B A C A A Approach Vol, veh/h 26 272 1755 1647 Approach Delay, s/veh 57.6 58.3 13.3 5.9 Approach LOS EEBA Timer 1 2345678 Assigned Phs 1 23456 8 Phs Duration (G+Y+Rc), s7.0 89.3 15.0 8.6 13.4 83.0 23.6 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 74.0 10.0 10.0 18.0 62.0 25.0 Max Q Clear Time (g_c+I1)2., 5 s 2.0 13.0 4.1 7.9 33.9 3.9 Green Ext Time (p_c), s 0.0 49.8 0.0 0.1 0.5 24.0 0.2 Intersection Summary HCM 2010 Ctrl Delay 13.6 HCM 2010 LOS B 167 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 79 15 15 23 67 30 Maximum Split (%) 9.2% 65.8% 12.5% 12.5% 19.2% 55.8% 25.0% 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) 30 41 0 15 30 53 0 End Time (s) 41 0 15 30 53 0 30 Yield/Force Off (s) 36 115 10 25 48 115 25 Yield/Force Off 170(s) 36 115 10 25 48 115 25 Local Start Time (s) 30 41 0 15 30 53 0 Local Yield (s) 36 115 10 25 48 115 25 Local Yield 170(s) 36 115 10 25 48 115 25 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 168 HCM 2010 TWSC 10: Jerome & Suniga Long total AM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 10 325 10 20 440 5 30 10 10 40 15 20 Future Vol, veh/h 10 325 10 20 440 5 30 10 10 40 15 20 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 11 342 11 21 463 5 32 11 11 42 16 21 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 468 0 0 353 0 0 650 879 176 705 882 234 Stage 1 - - - - - - 368 368 - 508 508 - Stage 2 - - - - - - 282 511 - 197 374 - 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 1090 - - 1202 - - 354 285 837 323 284 768 Stage 1 - - - - - - 624 620 - 516 537 - Stage 2 - - - - - - 701 535 - 786 616 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1090 - - 1202 - - 322 277 837 303 276 768 Mov Cap-2 Maneuver - - - - - - 322 277 - 303 276 - Stage 1 - - - - - - 618 614 - 511 528 - Stage 2 - - - - - - 650 526 - 755 610 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.3 16.9 18.1 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 354 1090 - - 1202 - - 353 HCM Lane V/C Ratio 0.149 0.01 - - 0.018 - - 0.224 HCM Control Delay (s) 16.9 8.3 - - 8 - - 18.1 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 0.5 0 - - 0.1 - - 0.8 169 HCM 2010 TWSC 10: Jerome & Suniga Long total PM Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 2.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 495 30 20 445 20 20 30 5 20 10 10 Future Vol, veh/h 40 495 30 20 445 20 20 30 5 20 10 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 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 42 521 32 21 468 21 21 32 5 21 11 11 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 489 0 0 553 0 0 903 1153 276 882 1158 245 Stage 1 - - - - - - 621 621 - 521 521 - Stage 2 - - - - - - 282 532 - 361 637 - Critical Hdwy 4.14 - - 4.14 - - 7.54 6.54 6.94 7.54 6.54 6.94 Critical Hdwy Stg 1 - - - - - - 6.54 5.54 - 6.54 5.54 - Critical Hdwy Stg 2 - - - - - - 6.54 5.54 - 6.54 5.54 - Follow-up Hdwy 2.22 - - 2.22 - - 3.52 4.02 3.32 3.52 4.02 3.32 Pot Cap-1 Maneuver 1070 - - 1013 - - 232 196 721 241 195 755 Stage 1 - - - - - - 442 477 - 507 530 - Stage 2 - - - - - - 701 524 - 630 470 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1070 - - 1013 - - 209 184 721 199 183 755 Mov Cap-2 Maneuver - - - - - - 209 184 - 199 183 - Stage 1 - - - - - - 425 458 - 487 519 - Stage 2 - - - - - - 663 513 - 559 452 - Approach EB WB NB SB HCM Control Delay, s 0.6 0.4 29 23.3 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 207 1070 - - 1013 - - 238 HCM Lane V/C Ratio 0.28 0.039 - - 0.021 - - 0.177 HCM Control Delay (s) 29 8.5 - - 8.6 - - 23.3 HCM Lane LOS D A - - A - - C HCM 95th %tile Q(veh) 1.1 0.1 - - 0.1 - - 0.6 170 HCM 2010 TWSC 23: Suniga & Site Access Long total AM Synchro 9 Light Report Page 12 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 425 5 0 40 Future Vol, veh/h 0 0 425 5 0 40 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 447 5 0 42 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 226 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 777 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 777 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 9.9 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 777 HCM Lane V/C Ratio - - - 0.054 HCM Control Delay (s) - - - 9.9 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0.2 171 HCM 2010 TWSC 23: Suniga & Site Access Long total PM Synchro 9 Light Report Page 12 Intersection Int Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 465 20 0 20 Future Vol, veh/h 0 0 465 20 0 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 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 0 489 21 0 21 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 255 Stage 1 - - - - - - Stage 2 - - - - - - Critical Hdwy - - - - - 6.94 Critical Hdwy Stg 1 - - - - - - Critical Hdwy Stg 2 - - - - - - Follow-up Hdwy - - - - - 3.32 Pot Cap-1 Maneuver 0 - - - 0 744 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 744 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 10 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 744 HCM Lane V/C Ratio - - - 0.028 HCM Control Delay (s) - - - 10 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1 172 HCM 2010 TWSC 9: Redwood & Suniga Long total AM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 5.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 40 240 45 90 255 35 40 20 30 25 35 70 Future Vol, veh/h 40 240 45 90 255 35 40 20 30 25 35 70 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 42 253 47 95 268 37 42 21 32 26 37 74 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 305 0 0 300 0 0 703 856 150 697 860 153 Stage 1 - - - - - - 361 361 - 476 476 - Stage 2 - - - - - - 342 495 - 221 384 - 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 1253 - - 1258 - - 324 294 870 328 292 866 Stage 1 - - - - - - 630 624 - 539 555 - Stage 2 - - - - - - 646 544 - 761 610 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1253 - - 1258 - - 243 263 870 273 261 866 Mov Cap-2 Maneuver - - - - - - 243 263 - 273 261 - Stage 1 - - - - - - 609 603 - 521 513 - Stage 2 - - - - - - 507 503 - 684 590 - Approach EB WB NB SB HCM Control Delay, s 1 1.9 20.4 17.5 HCM LOS C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 327 1253 - - 1258 - - 424 HCM Lane V/C Ratio 0.29 0.034 - - 0.075 - - 0.323 HCM Control Delay (s) 20.4 8 - - 8.1 - - 17.5 HCM Lane LOS C A - - A - - C HCM 95th %tile Q(veh) 1.2 0.1 - - 0.2 - - 1.4 173 HCM 2010 TWSC 9: Redwood & Suniga Long total PM Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 8.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 75 320 60 55 280 25 70 30 95 35 15 65 Future Vol, veh/h 75 320 60 55 280 25 70 30 95 35 15 65 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 79 337 63 58 295 26 74 32 100 37 16 68 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 321 0 0 400 0 0 797 963 200 766 982 161 Stage 1 - - - - - - 526 526 - 424 424 - Stage 2 - - - - - - 271 437 - 342 558 - 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 1236 - - 1155 - - 277 254 808 292 248 855 Stage 1 - - - - - - 503 527 - 578 585 - Stage 2 - - - - - - 712 578 - 646 510 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1236 - - 1155 - - 221 226 808 209 220 855 Mov Cap-2 Maneuver - - - - - - 221 226 - 209 220 - Stage 1 - - - - - - 471 493 - 541 556 - Stage 2 - - - - - - 604 549 - 496 477 - Approach EB WB NB SB HCM Control Delay, s 1.3 1.3 29.8 19.4 HCM LOS D C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 344 1236 - - 1155 - - 369 HCM Lane V/C Ratio 0.597 0.064 - - 0.05 - - 0.328 HCM Control Delay (s) 29.8 8.1 - - 8.3 - - 19.4 HCM Lane LOS D A - - A - - C HCM 95th %tile Q(veh) 3.7 0.2 - - 0.2 - - 1.4 174 HCM 2010 Signalized Intersection Summary 15: Lemay & Suniga Long total AM Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 10 245 75 160 270 30 120 400 30 25 895 30 Future Volume (veh/h) 10 245 75 160 270 30 120 400 30 25 895 30 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 11 258 14 168 284 0 126 421 9 26 942 5 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 271 913 409 280 913 409 413 2174 973 645 2088 934 Arrive On Green 0.26 0.26 0.26 0.26 0.26 0.00 0.05 0.61 0.61 0.03 0.59 0.59 Sat Flow, veh/h 1091 3539 1583 1103 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 11 258 14 168 284 0 126 421 9 26 942 5 Grp Sat Flow(s),veh/h/ln 1091 1770 1583 1103 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 1.0 7.0 0.8 17.3 7.8 0.0 3.2 6.2 0.3 0.7 17.9 0.2 Cycle Q Clear(g_c), s 8.8 7.0 0.8 24.3 7.8 0.0 3.2 6.2 0.3 0.7 17.9 0.2 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 271 913 409 280 913 409 413 2174 973 645 2088 934 V/C Ratio(X) 0.04 0.28 0.03 0.60 0.31 0.00 0.31 0.19 0.01 0.04 0.45 0.01 Avail Cap(c_a), veh/h 362 1209 541 372 1209 541 483 2174 973 700 2088 934 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.4 35.6 33.3 45.3 35.9 0.0 9.8 10.1 9.0 9.0 13.8 10.1 Incr Delay (d2), s/veh 0.1 0.2 0.0 2.1 0.2 0.0 0.4 0.2 0.0 0.0 0.7 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 3.5 0.4 5.4 3.8 0.0 1.6 3.1 0.1 0.3 8.8 0.1 LnGrp Delay(d),s/veh 39.5 35.8 33.4 47.4 36.1 0.0 10.2 10.3 9.0 9.0 14.5 10.1 LnGrp LOS DDCDD BBAABB Approach Vol, veh/h 283 452 556 973 Approach Delay, s/veh 35.8 40.3 10.3 14.3 Approach LOS D D B B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 10.3 74.8 35.0 7.3 77.7 35.0 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 5.2 19.9 10.8 2.7 8.2 26.3 Green Ext Time (p_c), s 0.1 12.6 4.7 0.0 13.8 3.7 Intersection Summary HCM 2010 Ctrl Delay 21.2 HCM 2010 LOS C 175 Timing Report, Sorted By Phase 15: Lemay & Suniga Long total AM Synchro 9 Light Report Page 10 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 50 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 15: Lemay & Suniga 176 HCM 2010 Signalized Intersection Summary 15: Lemay & Suniga Long total PM Synchro 9 Light Report Page 9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 375 85 75 270 30 115 890 150 25 675 15 Future Volume (veh/h) 30 375 85 75 270 30 115 890 150 25 675 15 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 32 395 12 79 284 0 121 937 109 26 711 0 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 239 820 367 192 820 367 532 2268 1015 384 2192 981 Arrive On Green 0.23 0.23 0.23 0.23 0.23 0.00 0.05 0.64 0.64 0.03 0.62 0.00 Sat Flow, veh/h 1091 3539 1583 974 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 32 395 12 79 284 0 121 937 109 26 711 0 Grp Sat Flow(s),veh/h/ln 1091 1770 1583 974 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 3.0 11.6 0.7 9.2 8.0 0.0 2.9 15.5 3.2 0.6 11.5 0.0 Cycle Q Clear(g_c), s 11.1 11.6 0.7 20.7 8.0 0.0 2.9 15.5 3.2 0.6 11.5 0.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 239 820 367 192 820 367 532 2268 1015 384 2192 981 V/C Ratio(X) 0.13 0.48 0.03 0.41 0.35 0.00 0.23 0.41 0.11 0.07 0.32 0.00 Avail Cap(c_a), veh/h 314 1062 475 258 1062 475 608 2268 1015 468 2192 981 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 0.00 1.00 1.00 1.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 43.1 39.9 35.7 48.8 38.5 0.0 7.6 10.5 8.3 8.3 10.9 0.0 Incr Delay (d2), s/veh 0.3 0.4 0.0 1.4 0.3 0.0 0.2 0.6 0.2 0.1 0.4 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 0.9 5.7 0.3 2.5 4.0 0.0 1.4 7.7 1.5 0.3 5.6 0.0 LnGrp Delay(d),s/veh 43.4 40.3 35.7 50.3 38.8 0.0 7.8 11.1 8.5 8.4 11.3 0.0 LnGrp LOS DDDDD ABAAB Approach Vol, veh/h 439 363 1167 737 Approach Delay, s/veh 40.4 41.3 10.5 11.2 Approach LOS D D B B Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 9.9 78.3 31.8 7.3 80.9 31.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 10.0 60.0 35.0 8.0 62.0 35.0 Max Q Clear Time (g_c+I1), s 4.9 13.5 13.6 2.6 17.5 22.7 Green Ext Time (p_c), s 0.1 18.6 5.2 0.0 18.3 4.0 Intersection Summary HCM 2010 Ctrl Delay 19.7 HCM 2010 LOS B 177 Timing Report, Sorted By Phase 15: Lemay & Suniga Long total PM Synchro 9 Light Report Page 10 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 65 40 13 67 40 Maximum Split (%) 12.5% 54.2% 33.3% 10.8% 55.8% 33.3% 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) 40 55 0 40 53 0 End Time (s) 55 0 40 53 0 40 Yield/Force Off (s) 50 115 35 48 115 35 Yield/Force Off 170(s) 50 115 35 48 115 35 Local Start Time (s) 40 55 0 40 53 0 Local Yield (s) 50 115 35 48 115 35 Local Yield 170(s) 50 115 35 48 115 35 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 178 HCM 2010 TWSC 2: Vine & Jerome Long total AM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 4.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 20 50 70 10 35 55 Future Vol, veh/h 20 50 70 10 35 55 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 200 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 21 53 74 11 37 58 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 84 0 - 0 174 79 Stage 1 - - - - 79 - Stage 2 - - - - 95 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1513 - - - 816 981 Stage 1 - - - - 944 - Stage 2 - - - - 929 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1513 - - - 805 981 Mov Cap-2 Maneuver - - - - 805 - Stage 1 - - - - 944 - Stage 2 - - - - 916 - Approach EB WB SB HCM Control Delay, s 2.1 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1513 - - - 805 981 HCM Lane V/C Ratio 0.014 - - - 0.046 0.059 HCM Control Delay (s) 7.4 0 - - 9.7 8.9 HCM Lane LOS A A - - A A HCM 95th %tile Q(veh) 0 - - - 0.1 0.2 179 HCM 2010 TWSC 2: Vine & Jerome Long total PM Synchro 9 Light Report Page 1 Intersection Int Delay, s/veh 3.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 50 65 50 25 20 50 Future Vol, veh/h 50 65 50 25 20 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 - - - - 0 200 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 53 68 53 26 21 53 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 79 0 - 0 240 66 Stage 1 - - - - 66 - Stage 2 - - - - 174 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1519 - - - 748 998 Stage 1 - - - - 957 - Stage 2 - - - - 856 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1519 - - - 721 998 Mov Cap-2 Maneuver - - - - 721 - Stage 1 - - - - 957 - Stage 2 - - - - 825 - Approach EB WB SB HCM Control Delay, s 3.2 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1519 - - - 721 998 HCM Lane V/C Ratio 0.035 - - - 0.029 0.053 HCM Control Delay (s) 7.5 0 - - 10.1 8.8 HCM Lane LOS A A - - B A HCM 95th %tile Q(veh) 0.1 - - - 0.1 0.2 180 HCM 2010 AWSC 4: Linden/Redwood & Vine Long total AM Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 8.6 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 75 15 Future Vol, veh/h 0 10 20 30 0 45 25 10 0 35 75 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 79 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 8.4 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 28% 17% 56% 8% Vol Thru, % 60% 33% 31% 85% Vol Right, % 12% 50% 12% 8% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 125 60 80 195 LT Vol 35 10 45 15 Through Vol 75 20 25 165 RT Vol 15 30 10 15 Lane Flow Rate 132 63 84 205 Geometry Grp 1111 Degree of Util (X) 0.164 0.08 0.113 0.251 Departure Headway (Hd) 4.497 4.538 4.811 4.404 Convergence, Y/N Yes Yes Yes Yes Cap 799 789 745 817 Service Time 2.522 2.569 2.841 2.427 HCM Lane V/C Ratio 0.165 0.08 0.113 0.251 HCM Control Delay 8.4 8 8.5 8.9 HCM Lane LOS AAAA HCM 95th-tile Q 0.6 0.3 0.4 1 181 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 8.9 HCM LOS A 182 HCM 2010 AWSC 4: Linden/Redwood & Vine Long total PM Synchro 9 Light Report Page 2 Intersection Intersection Delay, s/veh 9.1 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 30 195 45 Future Vol, veh/h 0 15 25 35 0 25 20 15 0 30 195 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 32 205 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 8.4 8.5 9.7 HCM LOS A A A Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 11% 20% 42% 7% Vol Thru, % 72% 33% 33% 86% Vol Right, % 17% 47% 25% 7% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 270 75 60 145 LT Vol 30 15 25 10 Through Vol 195 25 20 125 RT Vol 45 35 15 10 Lane Flow Rate 284 79 63 153 Geometry Grp 1111 Degree of Util (X) 0.345 0.104 0.087 0.193 Departure Headway (Hd) 4.374 4.758 4.951 4.56 Convergence, Y/N Yes Yes Yes Yes Cap 821 752 722 786 Service Time 2.403 2.799 2.993 2.594 HCM Lane V/C Ratio 0.346 0.105 0.087 0.195 HCM Control Delay 9.7 8.4 8.5 8.7 HCM Lane LOS AAAA HCM 95th-tile Q 1.5 0.3 0.3 0.7 183 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 10 125 10 Future Vol, veh/h 0 10 125 10 Peak Hour Factor 0.95 0.95 0.95 0.95 Heavy Vehicles, % 2222 Mvmt Flow 0 11 132 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 8.7 HCM LOS A 184 APPENDIX K 185 186 187 188 APPENDIX L 189 Vine College Conifer Hickory Redwood Jerome Blue Spruce Suniga SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Crowne at Old Town North 190 Pedestrian LOS Worksheet Project Location Classification: School Walking Area 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 Neighborhood to the south Residential Minimum B B C B B 1 Actual A B B B B Proposed A B B B B Commercial to the west Commercial Minimum B B C B B 2 Actual A D A B B Proposed A B A B B Neighborhood to the east Residential Minimum B B C B B 3 Actual A B B B B Proposed A B B B B Neighborhood and Commercial to the north Residential/ Commercial Minimum B B C B B 4 Actual A B B B B Proposed A B B B B Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 191 Vine College Conifer Hickory Redwood Jerome Blue Spruce Suniga SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Crowne at Old Town North 192 Bicycle LOS Worksheet Level of Service – Connectivity Minimum Actual Proposed Base Connectivity: C A A Specific connections to priority sites: Description of Applicable Destination Area Within 1320’ Destination Area Classification Commercial area to the 1 west Commercial B A A 2 3 4 193 100 200 300 400 500 600 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 32 100 200 300 400 500 600 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 31 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 30