Loading...
HomeMy WebLinkAboutWATERFIELD FOURTH FILING - MAJOR AMENDMENT / PDP - PDP180009 - SUBMITTAL DOCUMENTS - ROUND 2 - TRAFFIC STUDY (3)APPENDIX A 1 2 3 4 5 APPENDIX B 6 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/6/2018 Observer: Vickie Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Timberline/Vine S = straight L = left turn Time Northbound: Timberline Southbound: Timberline Total Eastbound: Vine Westbound: Vine Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 22 22 6 50 37113 87 137 10 30 21 61 34 48 2 84 145 282 7:45 18 16 11 45 3799 91 136 52528 58 26 59 2 87 145 281 8:00 18 23 8 49 25112 65 114 51921 45 29 37 2 68 113 227 8:15 18 29 12 59 1458 54 113 51819 42 15 37 1 53 95 208 7:30-8:30 76 90 37 203 9 246 42 297 500 25 92 89 206 104 181 7 292 498 998 PHF 0.86 0.78 0.77 0.86 0.75 0.78 0.81 0.82 0.91 0.63 0.77 0.79 0.84 0.76 0.77 0.88 0.84 0.86 0.88 4:30 29 38 25 92 23315 50 142 15 46 36 97 11 41 1 53 150 292 4:45 27 52 23 102 3478 58 160 12 71 24 107 20 35 3 58 165 325 5:00 36 57 13 106 64015 61 167 10 43 23 76 13 34 3 50 126 293 5:15 29 47 20 96 33718 58 154 11 57 28 96 21 51 2 74 170 324 4:30-5:30 121 194 81 396 14 157 56 227 623 48 217 111 376 65 161 9 235 611 1234 PHF 0.84 0.85 0.81 0.93 0.58 0.84 0.78 0.93 0.93 0.8 0.76 0.77 0.88 0.77 0.79 0.75 0.79 0.9 0.95 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 6/7/2018 Observer: Vickie Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Vine/Merganser S = straight L = left turn Time Northbound: Southbound: Merganser Total Eastbound: Vine Westbound: Vine Total Total Begins L S R Total L S R Total north/south L S R Total L S R Total east/west All 7:30 0 10 1 1 063 63 84 0 84 147 148 7:45 0 12 3 3 054 54 92 2 94 148 151 8:00 0 11 2 2 049 49 71 1 72 121 123 8:15 0 02 2 2 134 35 59 1 60 95 97 7:30-8:30 0 0 0 0 3 0 5 8 8 1 200 0 201 0 306 4 310 511 519 PHF n/a n/a n/a n/a 0.75 n/a 0.63 0.67 0.67 0.25 0.79 n/a 0.8 n/a 0.83 0.5 0.82 0.86 0.86 4:30 0 10 1 1 390 93 78 0 78 171 172 4:45 0 11 2 2 2 105 107 59 2 61 168 170 5:00 0 11 2 2 380 83 107 3 110 193 195 5:15 0 10 1 1 6 101 107 86 1 87 194 195 4:30-5:30 0 0 0 0 4 0 2 6 6 14 376 0 390 0 330 6 336 726 732 PHF n/a n/a n/a n/a 1 n/a 0.5 0.75 0.75 0.58 0.9 n/a 0.91 n/a 0.77 0.5 0.76 0.94 0.94 8 9 APPENDIX C 10 HCM 2010 AWSC 2: Timberline & Vine recent am Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 17.5 Intersection LOS C Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 25 92 89 0 104 181 7 0 76 90 37 Future Vol, veh/h 0 25 92 89 0 104 181 7 0 76 90 37 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 29 108 105 0 122 213 8 0 89 106 44 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 19.6 14.9 HCM LOS B C B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 37% 12% 36% 3% Vol Thru, % 44% 45% 62% 83% Vol Right, % 18% 43% 2% 14% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 203 206 292 297 LT Vol 76 25 104 9 Through Vol 90 92 181 246 RT Vol 37 89 7 42 Lane Flow Rate 239 242 344 349 Geometry Grp 1111 Degree of Util (X) 0.441 0.435 0.618 0.616 Departure Headway (Hd) 6.651 6.457 6.481 6.343 Convergence, Y/N Yes Yes Yes Yes Cap 537 555 553 566 Service Time 4.732 4.538 4.553 4.416 HCM Lane V/C Ratio 0.445 0.436 0.622 0.617 HCM Control Delay 14.9 14.5 19.6 19.2 HCM Lane LOS B B C C HCM 95th-tile Q 2.2 2.2 4.2 4.2 11 HCM 2010 AWSC 2: Timberline & Vine recent am Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 9 246 42 Future Vol, veh/h 0 9 246 42 Peak Hour Factor 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2222 Mvmt Flow 0 11 289 49 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 19.2 HCM LOS C 12 HCM 2010 AWSC 2: Timberline & Vine recent pm Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 53.2 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 48 217 111 0 65 161 9 0 121 194 81 Future Vol, veh/h 0 48 217 111 0 65 161 9 0 121 194 81 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 56 255 131 0 76 189 11 0 142 228 95 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 60.4 27.2 77.9 HCM LOS F D F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 31% 13% 28% 6% Vol Thru, % 49% 58% 69% 69% Vol Right, % 20% 30% 4% 25% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 396 376 235 227 LT Vol 121 48 65 14 Through Vol 194 217 161 157 RT Vol 81 111 9 56 Lane Flow Rate 466 442 276 267 Geometry Grp 1111 Degree of Util (X) 1.027 0.955 0.657 0.626 Departure Headway (Hd) 7.935 7.999 8.837 8.715 Convergence, Y/N Yes Yes Yes Yes Cap 461 456 412 417 Service Time 5.935 5.999 6.837 6.715 HCM Lane V/C Ratio 1.011 0.969 0.67 0.64 HCM Control Delay 77.9 60.4 27.2 25.2 HCM Lane LOS F F D D HCM 95th-tile Q 14 11.5 4.6 4.1 13 HCM 2010 AWSC 2: Timberline & Vine recent pm Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 14 157 56 Future Vol, veh/h 0 14 157 56 Peak Hour Factor 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2222 Mvmt Flow 0 16 185 66 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 25.2 HCM LOS D 14 HCM 2010 TWSC 6: Vine & Merganser recent am Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 200 306 4 3 5 Future Vol, veh/h 1 200 306 4 3 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 - - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 235 360 5 4 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 365 0 - 0 600 362 Stage 1 - - - - 362 - Stage 2 - - - - 238 - 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 1194 - - - 464 683 Stage 1 - - - - 704 - Stage 2 - - - - 802 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1194 - - - 464 683 Mov Cap-2 Maneuver - - - - 464 - Stage 1 - - - - 704 - Stage 2 - - - - 801 - Approach EB WB SB HCM Control Delay, s 0 0 11.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1194 - - - 464 683 HCM Lane V/C Ratio 0.001 - - - 0.008 0.009 HCM Control Delay (s) 8 0 - - 12.8 10.3 HCM Lane LOS A A - - B B HCM 95th %tile Q(veh) 0 - - - 0 0 15 HCM 2010 TWSC 6: Vine & Merganser recent pm Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 14 376 330 6 4 2 Future Vol, veh/h 14 376 330 6 4 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 - - - - 100 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 16 442 388 7 5 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 395 0 - 0 867 392 Stage 1 - - - - 392 - Stage 2 - - - - 475 - 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 1164 - - - 323 657 Stage 1 - - - - 683 - Stage 2 - - - - 626 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1164 - - - 317 657 Mov Cap-2 Maneuver - - - - 317 - Stage 1 - - - - 683 - Stage 2 - - - - 615 - Approach EB WB SB HCM Control Delay, s 0.3 0 14.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1164 - - - 317 657 HCM Lane V/C Ratio 0.014 - - - 0.015 0.004 HCM Control Delay (s) 8.1 0 - - 16.5 10.5 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0 - - - 0 0 16 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine recent am Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 9 111 68 63 184 89 39 311 39 46 594 41 Future Volume (veh/h) 9 111 68 63 184 89 39 311 39 46 594 41 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1829 1824 1863 1827 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 10 128 54 72 211 85 45 357 42 53 683 45 Adj No. of Lanes 110110010010 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 255255222222 Cap, veh/h 118 183 77 222 229 92 121 933 106 95 1119 72 Arrive On Green 0.02 0.15 0.15 0.05 0.19 0.19 0.68 0.68 0.68 0.68 0.68 0.68 Sat Flow, veh/h 1774 1213 512 1774 1229 495 124 1370 156 88 1643 106 Grp Volume(v), veh/h 10 0 182 72 0 296 444 0 0 781 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1725 1774 0 1724 1650 0 0 1837 0 0 Q Serve(g_s), s 0.5 0.0 11.0 3.6 0.0 18.6 0.0 0.0 0.0 3.4 0.0 0.0 Cycle Q Clear(g_c), s 0.5 0.0 11.0 3.6 0.0 18.6 11.2 0.0 0.0 24.5 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 118 0 260 222 0 321 1160 0 0 1286 0 0 V/C Ratio(X) 0.09 0.00 0.70 0.32 0.00 0.92 0.38 0.00 0.00 0.61 0.00 0.00 Avail Cap(c_a), veh/h 197 0 322 239 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 44.4 35.4 0.0 44.0 7.4 0.0 0.0 9.4 0.0 0.0 Incr Delay (d2), s/veh 0.3 0.0 5.0 0.8 0.0 30.8 1.0 0.0 0.0 2.1 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.3 0.0 5.6 1.8 0.0 11.5 6.0 0.0 0.0 13.3 0.0 0.0 LnGrp Delay(d),s/veh 39.5 0.0 49.4 36.3 0.0 74.8 8.3 0.0 0.0 11.6 0.0 0.0 LnGrp LOS D D D E A B Approach Vol, veh/h 192 368 444 781 Approach Delay, s/veh 48.9 67.2 8.3 11.6 Approach LOS D E A B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 78.9 10.0 21.1 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 26.5 5.6 13.0 13.2 2.5 20.6 Green Ext Time (p_c), s 6.0 0.0 0.9 6.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 26.3 HCM 2010 LOS C 17 Timing Report, Sorted By Phase 1: Lemay & Vine recent am Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 74 11 25 74 11 25 Maximum Split (%) 67.3% 10.0% 22.7% 67.3% 10.0% 22.7% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 All-Red Time (s) 1.5 2 1.5 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 333333 Minimum Gap (s) 333333 Time Before Reduce (s) 000000 Time To Reduce (s) 000000 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes No Yes Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Start Time (s) 83 47 58 83 47 58 End Time (s) 47 58 83 47 58 83 Yield/Force Off (s) 42 53 77.5 42 53 77.5 Yield/Force Off 170(s) 32 53 67.5 32 53 67.5 Local Start Time (s) 41 5 16 41 5 16 Local Yield (s) 0 11 35.5 0 11 35.5 Local Yield 170(s) 100 11 25.5 100 11 25.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 70 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 18 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine recent pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 40 202 73 40 159 142 53 751 74 72 520 26 Future Volume (veh/h) 40 202 73 40 159 142 53 751 74 72 520 26 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1823 1824 1863 1834 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 40 204 63 40 161 117 54 759 73 73 525 25 Adj No. of Lanes 110110010010 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 255255222222 Cap, veh/h 128 227 70 143 167 121 85 1051 99 133 943 44 Arrive On Green 0.03 0.17 0.17 0.03 0.17 0.17 0.69 0.69 0.69 0.69 0.69 0.69 Sat Flow, veh/h 1774 1329 411 1774 977 710 77 1522 144 143 1364 63 Grp Volume(v), veh/h 40 0 267 40 0 278 886 0 0 623 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1740 1774 0 1686 1743 0 0 1571 0 0 Q Serve(g_s), s 2.2 0.0 18.0 2.2 0.0 19.6 15.1 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.2 0.0 18.0 2.2 0.0 19.6 36.7 0.0 0.0 20.4 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 128 0 297 143 0 288 1236 0 0 1119 0 0 V/C Ratio(X) 0.31 0.00 0.90 0.28 0.00 0.97 0.72 0.00 0.00 0.56 0.00 0.00 Avail Cap(c_a), veh/h 171 0 297 186 0 288 1236 0 0 1119 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 48.7 40.2 0.0 49.4 11.2 0.0 0.0 8.5 0.0 0.0 Incr Delay (d2), s/veh 1.4 0.0 27.9 1.0 0.0 43.4 3.6 0.0 0.0 2.0 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 1.1 0.0 11.0 1.1 0.0 12.6 19.0 0.0 0.0 10.3 0.0 0.0 LnGrp Delay(d),s/veh 41.8 0.0 76.6 41.2 0.0 92.8 14.8 0.0 0.0 10.6 0.0 0.0 LnGrp LOS D E D F B B Approach Vol, veh/h 307 318 886 623 Approach Delay, s/veh 72.1 86.3 14.8 10.6 Approach LOS E F B B Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 86.9 8.1 25.0 86.9 8.1 25.0 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 79.0 6.0 19.5 79.0 6.0 19.5 Max Q Clear Time (g_c+I1), s 22.4 4.2 20.0 38.7 4.2 21.6 Green Ext Time (p_c), s 8.9 0.0 0.0 8.7 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 32.5 HCM 2010 LOS C 19 Timing Report, Sorted By Phase 1: Lemay & Vine recent pm Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 84 11 25 84 11 25 Maximum Split (%) 70.0% 9.2% 20.8% 70.0% 9.2% 20.8% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 All-Red Time (s) 1.5 2 1.5 1.5 2 1 Minimum Initial (s) 747747 Vehicle Extension (s) 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) 41 5 16 41 5 16 End Time (s) 5 16 41 5 16 41 Yield/Force Off (s) 0 11 35.5 0 11 35.5 Yield/Force Off 170(s) 110 11 25.5 110 11 25.5 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) 110 11 25.5 110 11 25.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 20 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 21 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 22 APPENDIX D 23 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 307 VPH AM 884 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1041 VPH EB PM 598 VPH WB AM 374 VPH WB PM 329 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 TOTAL PEAK HOUR WARRANT AT TIMBERLINE/VINE 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 307 VPH AM 884 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1041 VPH EB PM 598 VPH WB AM 374 VPH WB PM 329 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 307 VPH AM 884 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1041 VPH EB PM 598 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 255 VPH AM 1485 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1830 VPH EB PM 405 VPH WB AM 430 VPH WB PM 345 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 TOTAL PEAK HOUR WARRANT AT LEMAY/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 EB AM 255 VPH AM 1485 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1830 VPH EB PM 405 VPH WB AM 430 VPH WB PM 345 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 255 VPH AM 1485 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1830 VPH EB PM 405 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 115 VPH AM 1210 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1410 VPH EB PM 190 VPH WB AM 170 VPH WB PM 145 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 TOTAL PEAK HOUR WARRANT AT TIMBERLINE/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 EB AM 115 VPH AM 1210 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1410 VPH EB PM 190 VPH WB AM 170 VPH WB PM 145 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 115 VPH AM 1210 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1410 VPH EB PM 190 VPH APPENDIX E 27 HCM 2010 AWSC 2: Timberline & Vine short background am Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 104.3 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 30 104 130 0 146 208 10 0 206 130 70 Future Vol, veh/h 0 30 104 130 0 146 208 10 0 206 130 70 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 35 122 153 0 172 245 12 0 242 153 82 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 45.2 106.9 146.6 HCM LOS E F F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 51% 11% 40% 3% Vol Thru, % 32% 39% 57% 83% Vol Right, % 17% 49% 3% 14% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 406 264 364 359 LT Vol 206 30 146 10 Through Vol 130 104 208 299 RT Vol 70 130 10 50 Lane Flow Rate 478 311 428 422 Geometry Grp 1111 Degree of Util (X) 1.21 0.803 1.092 1.061 Departure Headway (Hd) 9.693 10.545 10.017 9.986 Convergence, Y/N Yes Yes Yes Yes Cap 377 345 364 367 Service Time 7.693 8.545 8.017 7.986 HCM Lane V/C Ratio 1.268 0.901 1.176 1.15 HCM Control Delay 146.6 45.2 106.9 97.1 HCM Lane LOS F E F F HCM 95th-tile Q 18.7 6.8 14.4 13.4 28 HCM 2010 AWSC 2: Timberline & Vine short background am Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 10 299 50 Future Vol, veh/h 0 10 299 50 Peak Hour Factor 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2222 Mvmt Flow 0 12 352 59 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 97.1 HCM LOS F 29 HCM 2010 AWSC 2: Timberline & Vine short background pm Synchro 9 Light Report Page 3 Intersection Intersection Delay, s/veh 251.7 Intersection LOS F Movement EBU EBL EBT EBR WBU WBL WBT WBR NBU NBL NBT NBR Lane Configurations Traffic Vol, veh/h 0 57 247 258 0 111 181 10 0 209 249 126 Future Vol, veh/h 0 57 247 258 0 111 181 10 0 209 249 126 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 67 291 304 0 131 213 12 0 246 293 148 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 322.1 77.2 365.5 HCM LOS F F F Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 36% 10% 37% 6% Vol Thru, % 43% 44% 60% 72% Vol Right, % 22% 46% 3% 22% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 584 562 302 295 LT Vol 209 57 111 17 Through Vol 249 247 181 213 RT Vol 126 258 10 65 Lane Flow Rate 687 661 355 347 Geometry Grp 1111 Degree of Util (X) 1.728 1.627 0.925 0.895 Departure Headway (Hd) 10.867 10.937 13.689 13.619 Convergence, Y/N Yes Yes Yes Yes Cap 344 337 270 271 Service Time 8.867 8.937 11.689 11.619 HCM Lane V/C Ratio 1.997 1.961 1.315 1.28 HCM Control Delay 365.5 322.1 77.2 70.7 HCM Lane LOS FFFF HCM 95th-tile Q 36.1 32.1 8.4 7.8 30 HCM 2010 AWSC 2: Timberline & Vine short background pm Synchro 9 Light Report Page 4 Intersection Intersection Delay, s/veh Intersection LOS Movement SBU SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 17 213 65 Future Vol, veh/h 0 17 213 65 Peak Hour Factor 0.85 0.85 0.85 0.85 Heavy Vehicles, % 2222 Mvmt Flow 0 20 251 76 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 70.7 HCM LOS F 31 HCM 2010 Signalized Intersection Summary 2: Timberline & Vine short background am Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 30 104 130 146 208 10 206 130 70 10 299 50 Future Volume (veh/h) 30 104 130 146 208 10 206 130 70 10 299 50 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 35 122 153 172 245 12 242 153 82 12 352 59 Adj No. of Lanes 010010110110 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 81 268 304 232 289 14 484 567 304 573 644 108 Arrive On Green 0.37 0.37 0.37 0.37 0.37 0.37 0.10 0.50 0.50 0.02 0.41 0.41 Sat Flow, veh/h 118 716 813 497 774 37 1774 1142 612 1774 1556 261 Grp Volume(v), veh/h 310 0 0 429 0 0 242 0 235 12 0 411 Grp Sat Flow(s),veh/h/ln 1648 0 0 1308 0 0 1774 0 1755 1774 0 1817 Q Serve(g_s), s 0.0 0.0 0.0 19.4 0.0 0.0 8.1 0.0 8.6 0.4 0.0 18.9 Cycle Q Clear(g_c), s 15.3 0.0 0.0 34.7 0.0 0.0 8.1 0.0 8.6 0.4 0.0 18.9 Prop In Lane 0.11 0.49 0.40 0.03 1.00 0.35 1.00 0.14 Lane Grp Cap(c), veh/h 653 0 0 535 0 0 484 0 871 573 0 752 V/C Ratio(X) 0.47 0.00 0.00 0.80 0.00 0.00 0.50 0.00 0.27 0.02 0.00 0.55 Avail Cap(c_a), veh/h 767 0 0 639 0 0 543 0 871 650 0 752 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 26.3 0.0 0.0 33.4 0.0 0.0 16.4 0.0 16.1 17.7 0.0 24.4 Incr Delay (d2), s/veh 0.5 0.0 0.0 6.2 0.0 0.0 0.8 0.0 0.8 0.0 0.0 2.8 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 7.2 0.0 0.0 13.2 0.0 0.0 4.0 0.0 4.3 0.2 0.0 10.1 LnGrp Delay(d),s/veh 26.8 0.0 0.0 39.6 0.0 0.0 17.2 0.0 16.9 17.7 0.0 27.3 LnGrp LOS C D B B B C Approach Vol, veh/h 310 429 477 423 Approach Delay, s/veh 26.8 39.6 17.0 27.0 Approach LOS C D B C Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 15.3 49.5 45.1 6.2 58.6 45.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 14.0 33.0 48.0 6.0 41.0 48.0 Max Q Clear Time (g_c+I1), s 10.1 20.9 17.3 2.4 10.6 36.7 Green Ext Time (p_c), s 0.3 3.3 5.0 0.0 4.5 3.5 Intersection Summary HCM 2010 Ctrl Delay 27.4 HCM 2010 LOS C 32 Timing Report, Sorted By Phase 2: Timberline & Vine short background am Synchro 9 Light Report Page 2 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) 19 38 53 11 46 53 Maximum Split (%) 17.3% 34.5% 48.2% 10.0% 41.8% 48.2% 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) 53 72 0 53 64 0 End Time (s) 72 0 53 64 0 53 Yield/Force Off (s) 67 105 48 59 105 48 Yield/Force Off 170(s) 67 105 48 59 105 48 Local Start Time (s) 53 72 0 53 64 0 Local Yield (s) 67 105 48 59 105 48 Local Yield 170(s) 67 105 48 59 105 48 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Timberline & Vine 33 HCM 2010 Signalized Intersection Summary 2: Timberline & Vine short background pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 57 247 258 111 181 10 209 249 126 17 213 65 Future Volume (veh/h) 57 247 258 111 181 10 209 249 126 17 213 65 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 67 291 304 131 213 12 246 293 148 20 251 76 Adj No. of Lanes 010010110110 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 95 358 357 169 260 14 423 463 234 287 417 126 Arrive On Green 0.48 0.48 0.48 0.48 0.48 0.48 0.12 0.40 0.40 0.02 0.30 0.30 Sat Flow, veh/h 129 747 744 268 542 28 1774 1168 590 1774 1373 416 Grp Volume(v), veh/h 662 0 0 356 0 0 246 0 441 20 0 327 Grp Sat Flow(s),veh/h/ln 1620 0 0 838 0 0 1774 0 1759 1774 0 1789 Q Serve(g_s), s 0.0 0.0 0.0 8.5 0.0 0.0 10.9 0.0 24.3 0.9 0.0 18.7 Cycle Q Clear(g_c), s 42.9 0.0 0.0 51.5 0.0 0.0 10.9 0.0 24.3 0.9 0.0 18.7 Prop In Lane 0.10 0.46 0.37 0.03 1.00 0.34 1.00 0.23 Lane Grp Cap(c), veh/h 810 0 0 443 0 0 423 0 697 287 0 544 V/C Ratio(X) 0.82 0.00 0.00 0.80 0.00 0.00 0.58 0.00 0.63 0.07 0.00 0.60 Avail Cap(c_a), veh/h 843 0 0 469 0 0 452 0 697 347 0 544 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.1 0.0 0.0 30.1 0.0 0.0 24.4 0.0 29.2 28.1 0.0 35.6 Incr Delay (d2), s/veh 6.1 0.0 0.0 9.4 0.0 0.0 1.7 0.0 4.3 0.1 0.0 4.9 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 20.5 0.0 0.0 12.3 0.0 0.0 5.5 0.0 12.6 0.5 0.0 10.0 LnGrp Delay(d),s/veh 33.3 0.0 0.0 39.5 0.0 0.0 26.1 0.0 33.5 28.2 0.0 40.4 LnGrp LOS C D C C C D Approach Vol, veh/h 662 356 687 347 Approach Delay, s/veh 33.3 39.5 30.9 39.7 Approach LOS CDCD Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 18.0 40.5 61.5 6.9 51.5 61.5 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 15.0 31.0 59.0 6.0 40.0 59.0 Max Q Clear Time (g_c+I1), s 12.9 20.7 44.9 2.9 26.3 53.5 Green Ext Time (p_c), s 0.2 3.6 5.9 0.0 4.2 3.1 Intersection Summary HCM 2010 Ctrl Delay 34.6 HCM 2010 LOS C 34 Timing Report, Sorted By Phase 2: Timberline & Vine short background pm Synchro 9 Light Report Page 2 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) 20 36 64 11 45 64 Maximum Split (%) 16.7% 30.0% 53.3% 9.2% 37.5% 53.3% 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) 64 84 0 64 75 0 End Time (s) 84 0 64 75 0 64 Yield/Force Off (s) 79 115 59 70 115 59 Yield/Force Off 170(s) 79 115 59 70 115 59 Local Start Time (s) 64 84 0 64 75 0 Local Yield (s) 79 115 59 70 115 59 Local Yield 170(s) 79 115 59 70 115 59 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Timberline & Vine 35 HCM 2010 TWSC 6: Vine & Merganser short background am Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 0.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 1 255 462 4 3 5 Future Vol, veh/h 1 255 462 4 3 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 - - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 1 300 544 5 4 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 548 0 - 0 848 546 Stage 1 - - - - 546 - Stage 2 - - - - 302 - 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 1021 - - - 332 538 Stage 1 - - - - 580 - Stage 2 - - - - 750 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1021 - - - 332 538 Mov Cap-2 Maneuver - - - - 332 - Stage 1 - - - - 580 - Stage 2 - - - - 749 - Approach EB WB SB HCM Control Delay, s 0 0 13.4 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1021 - - - 332 538 HCM Lane V/C Ratio 0.001 - - - 0.011 0.011 HCM Control Delay (s) 8.5 0 - - 16 11.8 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0 - - - 0 0 36 HCM 2010 TWSC 6: Vine & Merganser short background pm Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 14 564 452 6 4 2 Future Vol, veh/h 14 564 452 6 4 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 - - - - 100 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 16 664 532 7 5 2 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 539 0 - 0 1231 535 Stage 1 - - - - 535 - Stage 2 - - - - 696 - 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 1029 - - - 196 545 Stage 1 - - - - 587 - Stage 2 - - - - 495 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1029 - - - 191 545 Mov Cap-2 Maneuver - - - - 191 - Stage 1 - - - - 587 - Stage 2 - - - - 483 - Approach EB WB SB HCM Control Delay, s 0.2 0 20.1 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1029 - - - 191 545 HCM Lane V/C Ratio 0.016 - - - 0.025 0.004 HCM Control Delay (s) 8.6 0 - - 24.3 11.6 HCM Lane LOS A A - - C B HCM 95th %tile Q(veh) 0 - - - 0.1 0 37 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine short background am Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 139 106 133 250 119 51 363 63 60 721 49 Future Volume (veh/h) 15 139 106 133 250 119 51 363 63 60 721 49 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1832 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 17 160 98 153 287 120 59 417 69 69 829 54 Adj No. of Lanes 110110010010 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 255255222222 Cap, veh/h 140 205 126 283 318 133 99 678 107 96 967 62 Arrive On Green 0.02 0.19 0.19 0.09 0.26 0.26 0.60 0.60 0.60 0.60 0.60 0.60 Sat Flow, veh/h 1774 1055 646 1774 1214 508 105 1128 179 101 1610 103 Grp Volume(v), veh/h 17 0 258 153 0 407 545 0 0 952 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1701 1774 0 1722 1412 0 0 1814 0 0 Q Serve(g_s), s 0.8 0.0 15.8 7.2 0.0 25.1 0.0 0.0 0.0 26.0 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 15.8 7.2 0.0 25.1 21.8 0.0 0.0 47.8 0.0 0.0 Prop In Lane 1.00 0.38 1.00 0.29 0.11 0.13 0.07 0.06 Lane Grp Cap(c), veh/h 140 0 331 283 0 451 884 0 0 1125 0 0 V/C Ratio(X) 0.12 0.00 0.78 0.54 0.00 0.90 0.62 0.00 0.00 0.85 0.00 0.00 Avail Cap(c_a), veh/h 211 0 425 283 0 477 884 0 0 1125 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 35.4 0.0 42.1 30.9 0.0 39.3 12.6 0.0 0.0 18.0 0.0 0.0 Incr Delay (d2), s/veh 0.4 0.0 6.9 2.1 0.0 19.7 3.2 0.0 0.0 7.9 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 0.4 0.0 8.1 3.7 0.0 14.5 10.5 0.0 0.0 26.3 0.0 0.0 LnGrp Delay(d),s/veh 35.8 0.0 48.9 32.9 0.0 59.0 15.8 0.0 0.0 25.9 0.0 0.0 LnGrp LOS D D C E B C Approach Vol, veh/h 275 560 545 952 Approach Delay, s/veh 48.1 51.9 15.8 25.9 Approach LOS D D B C Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 70.1 14.0 25.9 70.1 6.6 33.3 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 49.8 9.2 17.8 23.8 2.8 27.1 Green Ext Time (p_c), s 4.8 0.0 1.6 8.6 0.0 0.7 Intersection Summary HCM 2010 Ctrl Delay 32.4 HCM 2010 LOS C 38 Timing Report, Sorted By Phase 1: Lemay & Vine short background am Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 64 14 32 64 11 35 Maximum Split (%) 58.2% 12.7% 29.1% 58.2% 10.0% 31.8% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 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) 93 47 61 93 47 58 End Time (s) 47 61 93 47 58 93 Yield/Force Off (s) 42 56 87.5 42 53 87.5 Yield/Force Off 170(s) 32 56 77.5 32 53 77.5 Local Start Time (s) 51 5 19 51 5 16 Local Yield (s) 0 14 45.5 0 11 45.5 Local Yield 170(s) 100 14 35.5 100 11 35.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 39 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine short background pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 275 94 79 206 169 90 917 165 104 630 33 Future Volume (veh/h) 52 275 94 79 206 169 90 917 165 104 630 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.97 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1823 1824 1863 1833 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 53 278 84 80 208 145 91 926 165 105 636 32 Adj No. of Lanes 110110010010 Peak Hour Factor 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 0.99 Percent Heavy Veh, % 255255222222 Cap, veh/h 135 228 69 162 185 129 88 725 127 102 565 27 Arrive On Green 0.04 0.17 0.17 0.06 0.19 0.19 0.67 0.67 0.67 0.67 0.67 0.67 Sat Flow, veh/h 1774 1337 404 1774 995 694 84 1087 190 102 847 41 Grp Volume(v), veh/h 53 0 362 80 0 353 1182 0 0 773 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1741 1774 0 1689 1361 0 0 990 0 0 Q Serve(g_s), s 2.9 0.0 20.5 4.4 0.0 22.4 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.9 0.0 20.5 4.4 0.0 22.4 80.1 0.0 0.0 80.1 0.0 0.0 Prop In Lane 1.00 0.23 1.00 0.41 0.08 0.14 0.14 0.04 Lane Grp Cap(c), veh/h 135 0 297 162 0 315 940 0 0 695 0 0 V/C Ratio(X) 0.39 0.00 1.22 0.49 0.00 1.12 1.26 0.00 0.00 1.11 0.00 0.00 Avail Cap(c_a), veh/h 163 0 297 163 0 315 940 0 0 695 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 40.0 0.0 49.8 39.1 0.0 48.8 19.4 0.0 0.0 17.5 0.0 0.0 Incr Delay (d2), s/veh 1.8 0.0 124.4 2.3 0.0 87.8 124.3 0.0 0.0 69.5 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.5 0.0 20.1 2.2 0.0 18.1 63.6 0.0 0.0 36.4 0.0 0.0 LnGrp Delay(d),s/veh 41.9 0.0 174.2 41.4 0.0 136.6 143.7 0.0 0.0 87.0 0.0 0.0 LnGrp LOS D F D F F F Approach Vol, veh/h 415 433 1182 773 Approach Delay, s/veh 157.3 119.0 143.7 87.0 Approach LOS FFFF Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 84.1 10.9 25.0 84.1 9.1 26.9 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 82.1 6.4 22.5 82.1 4.9 24.4 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 126.3 HCM 2010 LOS F 40 Timing Report, Sorted By Phase 1: Lemay & Vine short background pm Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 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) 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) 41 5 16 41 5 16 End Time (s) 5 16 41 5 16 41 Yield/Force Off (s) 0 11 35.5 0 11 35.5 Yield/Force Off 170(s) 110 11 25.5 110 11 25.5 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) 110 11 25.5 110 11 25.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 150 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 41 APPENDIX F 42 HCM 2010 Signalized Intersection Summary 11: Timberline & Suniga long background am Synchro 9 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 95 105 170 170 255 95 215 200 75 70 430 135 Future Volume (veh/h) 95 105 170 170 255 95 215 200 75 70 430 135 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 100 111 179 179 268 100 226 211 79 74 453 142 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 307 531 237 385 666 298 582 2007 898 702 1855 830 Arrive On Green 0.07 0.15 0.15 0.11 0.19 0.19 0.08 0.57 0.57 0.04 0.52 0.52 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 100 111 179 179 268 100 226 211 79 74 453 142 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 5.6 3.3 13.0 9.8 8.0 6.6 6.6 3.3 2.7 2.3 8.4 5.6 Cycle Q Clear(g_c), s 5.6 3.3 13.0 9.8 8.0 6.6 6.6 3.3 2.7 2.3 8.4 5.6 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 307 531 237 385 666 298 582 2007 898 702 1855 830 V/C Ratio(X) 0.33 0.21 0.75 0.46 0.40 0.34 0.39 0.11 0.09 0.11 0.24 0.17 Avail Cap(c_a), veh/h 375 678 303 488 885 396 787 2007 898 762 1855 830 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.7 44.8 48.9 35.2 42.8 42.2 10.3 12.0 11.8 11.8 15.6 14.9 Incr Delay (d2), s/veh 0.6 0.2 7.7 0.9 0.4 0.7 0.4 0.1 0.2 0.1 0.3 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.8 1.6 6.2 4.8 3.9 2.9 3.2 1.6 1.2 1.1 4.2 2.6 LnGrp Delay(d),s/veh 39.4 45.0 56.6 36.1 43.2 42.9 10.7 12.1 12.0 11.9 15.9 15.4 LnGrp LOS D D E D D D BBBBBB Approach Vol, veh/h 390 547 516 669 Approach Delay, s/veh 48.9 40.8 11.5 15.3 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.1 66.9 17.0 22.0 8.9 72.1 12.4 26.6 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 23.0 36.0 19.0 22.0 8.0 51.0 12.0 29.0 Max Q Clear Time (g_c+I1), s 8.6 10.4 11.8 15.0 4.3 5.3 7.6 10.0 Green Ext Time (p_c), s 0.5 5.5 0.3 2.0 0.0 6.0 0.1 3.3 Intersection Summary HCM 2010 Ctrl Delay 27.1 HCM 2010 LOS C 43 Timing Report, Sorted By Phase 11: Timberline & Suniga long background am Synchro 9 Light Report Page 6 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 28 41 24 27 13 56 17 34 Maximum Split (%) 23.3% 34.2% 20.0% 22.5% 10.8% 46.7% 14.2% 28.3% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 51 79 0 24 51 64 0 17 End Time (s) 79 0 24 51 64 0 17 51 Yield/Force Off (s) 74 115 19 46 59 115 12 46 Yield/Force Off 170(s) 74 115 19 46 59 115 12 46 Local Start Time (s) 51 79 0 24 51 64 0 17 Local Yield (s) 74 115 19 46 59 115 12 46 Local Yield 170(s) 74 115 19 46 59 115 12 46 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 11: Timberline & Suniga 44 HCM 2010 Signalized Intersection Summary 11: Timberline & Suniga long background pm Synchro 9 Light Report Page 5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 175 305 175 145 195 70 220 435 140 105 245 120 Future Volume (veh/h) 175 305 175 145 195 70 220 435 140 105 245 120 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 184 321 184 153 205 74 232 458 147 111 258 126 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 366 583 261 305 529 237 692 1949 872 548 1831 819 Arrive On Green 0.11 0.16 0.16 0.10 0.15 0.15 0.09 0.55 0.55 0.05 0.52 0.52 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 184 321 184 153 205 74 232 458 147 111 258 126 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 10.2 10.0 13.2 8.5 6.3 5.0 6.8 8.0 5.5 3.4 4.6 5.0 Cycle Q Clear(g_c), s 10.2 10.0 13.2 8.5 6.3 5.0 6.8 8.0 5.5 3.4 4.6 5.0 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 366 583 261 305 529 237 692 1949 872 548 1831 819 V/C Ratio(X) 0.50 0.55 0.71 0.50 0.39 0.31 0.34 0.23 0.17 0.20 0.14 0.15 Avail Cap(c_a), veh/h 477 855 383 428 826 369 966 1949 872 675 1831 819 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 36.6 46.0 47.4 37.6 46.1 45.5 10.1 13.9 13.3 11.8 15.1 15.2 Incr Delay (d2), s/veh 1.1 0.8 3.5 1.3 0.5 0.7 0.3 0.3 0.4 0.2 0.2 0.4 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 5.1 5.0 6.0 4.2 3.1 2.2 3.3 4.0 2.5 1.7 2.3 2.3 LnGrp Delay(d),s/veh 37.7 46.9 50.9 38.8 46.5 46.3 10.4 14.2 13.8 12.0 15.2 15.6 LnGrp LOS DDDDDDBBBBBB Approach Vol, veh/h 689 432 837 495 Approach Delay, s/veh 45.5 43.8 13.1 14.6 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.5 66.1 15.7 23.8 10.4 70.1 17.5 21.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 28.0 25.0 19.0 28.0 14.0 39.0 20.0 27.0 Max Q Clear Time (g_c+I1), s 8.8 7.0 10.5 15.2 5.4 10.0 12.2 8.3 Green Ext Time (p_c), s 0.6 5.5 0.2 3.6 0.2 6.4 0.3 4.2 Intersection Summary HCM 2010 Ctrl Delay 27.9 HCM 2010 LOS C 45 Timing Report, Sorted By Phase 11: Timberline & Suniga long background pm Synchro 9 Light Report Page 6 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 33 30 24 33 19 44 25 32 Maximum Split (%) 27.5% 25.0% 20.0% 27.5% 15.8% 36.7% 20.8% 26.7% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 57 90 0 24 57 76 0 25 End Time (s) 90 0 24 57 76 0 25 57 Yield/Force Off (s) 85 115 19 52 71 115 20 52 Yield/Force Off 170(s) 85 115 19 52 71 115 20 52 Local Start Time (s) 57 90 0 24 57 76 0 25 Local Yield (s) 85 115 19 52 71 115 20 52 Local Yield 170(s) 85 115 19 52 71 115 20 52 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 55 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 11: Timberline & Suniga 46 HCM 2010 TWSC 10: Merganser & Suniga long background am Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 370 5 10 605 5 5 Future Vol, veh/h 370 5 10 605 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 - - 250 - 100 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 389 5 11 637 5 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 395 0 731 197 Stage 1 - - - - 392 - Stage 2 - - - - 339 - 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 - - 1160 - 357 811 Stage 1 - - - - 652 - Stage 2 - - - - 693 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1160 - 354 811 Mov Cap-2 Maneuver - - - - 354 - Stage 1 - - - - 652 - Stage 2 - - - - 686 - Approach EB WB NB HCM Control Delay, s 0 0.1 12.4 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 354 811 - - 1160 - HCM Lane V/C Ratio 0.015 0.006 - - 0.009 - HCM Control Delay (s) 15.3 9.5 - - 8.1 - HCM Lane LOS C A - - A - HCM 95th %tile Q(veh) 0 0 - - 0 - 47 HCM 2010 TWSC 10: Merganser & Suniga long background pm Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 655 10 10 535 5 5 Future Vol, veh/h 655 10 10 535 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 - - 250 - 100 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 689 11 11 563 5 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 700 0 998 350 Stage 1 - - - - 695 - Stage 2 - - - - 303 - 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 - - 893 - 240 646 Stage 1 - - - - 456 - Stage 2 - - - - 723 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 893 - 237 646 Mov Cap-2 Maneuver - - - - 237 - Stage 1 - - - - 456 - Stage 2 - - - - 714 - Approach EB WB NB HCM Control Delay, s 0 0.2 15.6 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 237 646 - - 893 - HCM Lane V/C Ratio 0.022 0.008 - - 0.012 - HCM Control Delay (s) 20.5 10.6 - - 9.1 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0 - - 0 - 48 HCM 2010 Signalized Intersection Summary 1: Lemay & Suniga long background am Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 260 155 160 280 135 155 540 30 85 960 90 Future Volume (veh/h) 35 260 155 160 280 135 155 540 30 85 960 90 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 37 274 163 168 295 142 163 568 32 89 1011 95 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 248 460 206 307 715 320 373 2027 907 548 1953 874 Arrive On Green 0.03 0.13 0.13 0.11 0.20 0.20 0.07 0.57 0.57 0.05 0.55 0.55 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 37 274 163 168 295 142 163 568 32 89 1011 95 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 2.0 8.0 11.0 8.6 8.0 8.6 4.2 9.0 1.0 2.3 19.7 3.1 Cycle Q Clear(g_c), s 2.0 8.0 11.0 8.6 8.0 8.6 4.2 9.0 1.0 2.3 19.7 3.1 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 248 460 206 307 715 320 373 2027 907 548 1953 874 V/C Ratio(X) 0.15 0.60 0.79 0.55 0.41 0.44 0.44 0.28 0.04 0.16 0.52 0.11 Avail Cap(c_a), veh/h 301 483 216 345 715 320 464 2027 907 579 1953 874 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 39.3 45.1 46.4 34.4 38.2 38.5 11.4 12.0 10.2 9.6 15.5 11.7 Incr Delay (d2), s/veh 0.3 1.8 17.3 1.5 0.4 1.0 0.8 0.3 0.1 0.1 1.0 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 1.0 4.0 5.8 4.3 3.9 3.9 2.1 4.4 0.4 1.2 9.8 1.4 LnGrp Delay(d),s/veh 39.6 47.0 63.7 35.9 38.6 39.5 12.2 12.3 10.3 9.7 16.4 12.0 LnGrp LOS D D E D D D BBBABB Approach Vol, veh/h 474 605 763 1195 Approach Delay, s/veh 52.1 38.1 12.2 15.6 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 11.4 64.7 15.6 18.3 9.1 67.0 7.7 26.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 12.0 51.0 13.0 14.0 6.0 57.0 6.0 21.0 Max Q Clear Time (g_c+I1), s 6.2 21.7 10.6 13.0 4.3 11.0 4.0 10.6 Green Ext Time (p_c), s 0.2 14.6 0.1 0.3 0.0 17.7 0.0 3.5 Intersection Summary HCM 2010 Ctrl Delay 24.9 HCM 2010 LOS C 49 Timing Report, Sorted By Phase 1: Lemay & Suniga long background am Synchro 9 Light Report Page 2 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 17 56 18 19 11 62 11 26 Maximum Split (%) 15.5% 50.9% 16.4% 17.3% 10.0% 56.4% 10.0% 23.6% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 37 54 0 18 37 48 0 11 End Time (s) 54 0 18 37 48 0 11 37 Yield/Force Off (s) 49 105 13 32 43 105 6 32 Yield/Force Off 170(s) 49 105 13 32 43 105 6 32 Local Start Time (s) 37 54 0 18 37 48 0 11 Local Yield (s) 49 105 13 32 43 105 6 32 Local Yield 170(s) 49 105 13 32 43 105 6 32 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Lemay & Suniga 50 HCM 2010 Signalized Intersection Summary 1: Lemay & Suniga long background pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 385 145 80 285 190 208 960 155 135 730 95 Future Volume (veh/h) 70 385 145 80 285 190 208 960 155 135 730 95 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 74 405 153 84 300 200 219 1011 163 142 768 100 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 244 596 267 218 615 275 477 2049 917 360 1979 885 Arrive On Green 0.05 0.17 0.17 0.06 0.17 0.17 0.08 0.58 0.58 0.06 0.56 0.56 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 74 405 153 84 300 200 219 1011 163 142 768 100 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 4.1 12.9 10.7 4.6 9.2 14.3 6.1 20.2 5.8 4.0 14.7 3.6 Cycle Q Clear(g_c), s 4.1 12.9 10.7 4.6 9.2 14.3 6.1 20.2 5.8 4.0 14.7 3.6 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 244 596 267 218 615 275 477 2049 917 360 1979 885 V/C Ratio(X) 0.30 0.68 0.57 0.38 0.49 0.73 0.46 0.49 0.18 0.39 0.39 0.11 Avail Cap(c_a), veh/h 280 737 330 245 737 330 604 2049 917 448 1979 885 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 38.1 46.9 45.9 38.2 44.7 46.9 10.3 14.9 11.9 11.4 14.9 12.4 Incr Delay (d2), s/veh 0.7 1.9 1.9 1.1 0.6 6.3 0.7 0.9 0.4 0.7 0.6 0.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 6.5 4.8 2.3 4.6 6.8 3.0 10.1 2.6 2.0 7.3 1.6 LnGrp Delay(d),s/veh 38.8 48.7 47.9 39.4 45.3 53.2 10.9 15.7 12.3 12.1 15.5 12.7 LnGrp LOS DDDDDDBBBBBB Approach Vol, veh/h 632 584 1393 1010 Approach Delay, s/veh 47.3 47.2 14.6 14.7 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 13.5 71.1 11.2 24.2 11.1 73.5 10.6 24.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 17.0 51.0 8.0 24.0 12.0 56.0 8.0 24.0 Max Q Clear Time (g_c+I1), s 8.1 16.7 6.6 14.9 6.0 22.2 6.1 16.3 Green Ext Time (p_c), s 0.4 19.1 0.0 4.0 0.2 18.9 0.0 3.5 Intersection Summary HCM 2010 Ctrl Delay 25.6 HCM 2010 LOS C 51 Timing Report, Sorted By Phase 1: Lemay & Suniga long background pm Synchro 9 Light Report Page 2 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 22 56 13 29 17 61 13 29 Maximum Split (%) 18.3% 46.7% 10.8% 24.2% 14.2% 50.8% 10.8% 24.2% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 42 64 0 13 42 59 0 13 End Time (s) 64 0 13 42 59 0 13 42 Yield/Force Off (s) 59 115 8 37 54 115 8 37 Yield/Force Off 170(s) 59 115 8 37 54 115 8 37 Local Start Time (s) 42 64 0 13 42 59 0 13 Local Yield (s) 59 115 8 37 54 115 8 37 Local Yield 170(s) 59 115 8 37 54 115 8 37 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Lemay & Suniga 52 HCM 2010 TWSC 6: Vine & Merganser long background am Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 45 45 0 0 5 Future Vol, veh/h 5 45 45 0 0 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 150 - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 47 47 0 0 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 47 0 - 0 105 47 Stage 1 - - - - 47 - Stage 2 - - - - 58 - 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 1560 - - - 893 1022 Stage 1 - - - - 975 - Stage 2 - - - - 965 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1560 - - - 890 1022 Mov Cap-2 Maneuver - - - - 890 - Stage 1 - - - - 975 - Stage 2 - - - - 962 - Approach EB WB SB HCM Control Delay, s 0.7 0 8.5 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1560 ---- 1022 HCM Lane V/C Ratio 0.003 ---- 0.005 HCM Control Delay (s) 7.3 - - - 0 8.5 HCM Lane LOS A - - - A A HCM 95th %tile Q(veh) 0 ----0 53 HCM 2010 TWSC 6: Vine & Merganser long background pm Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 55 65 0 0 5 Future Vol, veh/h 10 55 65 0 0 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 150 - - - 100 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 11 58 68 0 0 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 68 0 - 0 147 68 Stage 1 - - - - 68 - Stage 2 - - - - 79 - 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 1533 - - - 845 995 Stage 1 - - - - 955 - Stage 2 - - - - 944 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1533 - - - 839 995 Mov Cap-2 Maneuver - - - - 839 - Stage 1 - - - - 955 - Stage 2 - - - - 937 - Approach EB WB SB HCM Control Delay, s 1.1 0 8.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1533 ---- 995 HCM Lane V/C Ratio 0.007 ---- 0.005 HCM Control Delay (s) 7.4 - - - 0 8.6 HCM Lane LOS A - - - A A HCM 95th %tile Q(veh) 0 ----0 54 APPENDIX G 55 HCM 2010 Signalized Intersection Summary 2: Timberline & Vine short total am Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 113 159 149 213 12 216 151 70 25 362 60 Future Volume (veh/h) 35 113 159 149 213 12 216 151 70 25 362 60 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 41 133 187 175 251 14 254 178 82 29 426 71 Adj No. of Lanes 010010110110 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 86 265 338 232 293 16 395 558 257 530 593 99 Arrive On Green 0.40 0.40 0.40 0.40 0.40 0.40 0.11 0.46 0.46 0.03 0.38 0.38 Sat Flow, veh/h 124 664 847 466 735 39 1774 1208 557 1774 1557 260 Grp Volume(v), veh/h 361 0 0 440 0 0 254 0 260 29 0 497 Grp Sat Flow(s),veh/h/ln 1635 0 0 1240 0 0 1774 0 1765 1774 0 1817 Q Serve(g_s), s 0.0 0.0 0.0 19.7 0.0 0.0 9.0 0.0 10.2 1.1 0.0 25.6 Cycle Q Clear(g_c), s 18.1 0.0 0.0 37.7 0.0 0.0 9.0 0.0 10.2 1.1 0.0 25.6 Prop In Lane 0.11 0.52 0.40 0.03 1.00 0.32 1.00 0.14 Lane Grp Cap(c), veh/h 689 0 0 541 0 0 395 0 814 530 0 692 V/C Ratio(X) 0.52 0.00 0.00 0.81 0.00 0.00 0.64 0.00 0.32 0.05 0.00 0.72 Avail Cap(c_a), veh/h 763 0 0 607 0 0 440 0 814 589 0 692 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 25.2 0.0 0.0 32.6 0.0 0.0 20.2 0.0 18.7 19.4 0.0 29.0 Incr Delay (d2), s/veh 0.6 0.0 0.0 7.6 0.0 0.0 2.7 0.0 1.0 0.0 0.0 6.3 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 8.4 0.0 0.0 13.7 0.0 0.0 4.7 0.0 5.2 0.5 0.0 14.1 LnGrp Delay(d),s/veh 25.8 0.0 0.0 40.2 0.0 0.0 23.0 0.0 19.7 19.4 0.0 35.3 LnGrp LOS C D C B B D Approach Vol, veh/h 361 440 514 526 Approach Delay, s/veh 25.8 40.2 21.3 34.5 Approach LOS CDCC Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 16.2 45.9 47.9 7.4 54.8 47.9 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 14.0 33.0 48.0 6.0 41.0 48.0 Max Q Clear Time (g_c+I1), s 11.0 27.6 20.1 3.1 12.2 39.7 Green Ext Time (p_c), s 0.2 2.2 5.5 0.0 5.5 3.1 Intersection Summary HCM 2010 Ctrl Delay 30.5 HCM 2010 LOS C 56 Timing Report, Sorted By Phase 2: Timberline & Vine short total am Synchro 9 Light Report Page 4 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) 19 38 53 11 46 53 Maximum Split (%) 17.3% 34.5% 48.2% 10.0% 41.8% 48.2% 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) 53 72 0 53 64 0 End Time (s) 72 0 53 64 0 53 Yield/Force Off (s) 67 105 48 59 105 48 Yield/Force Off 170(s) 67 105 48 59 105 48 Local Start Time (s) 53 72 0 53 64 0 Local Yield (s) 67 105 48 59 105 48 Local Yield 170(s) 67 105 48 59 105 48 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 80 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 2: Timberline & Vine 57 HCM 2010 Signalized Intersection Summary 2: Timberline & Vine short total pm Synchro 9 Light Report Page 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 68 252 278 120 197 12 241 318 126 27 254 73 Future Volume (veh/h) 68 252 278 120 197 12 241 318 126 27 254 73 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1900 1863 1900 1900 1863 1900 1863 1863 1900 1863 1863 1900 Adj Flow Rate, veh/h 80 296 268 141 232 2 284 374 101 32 299 39 Adj No. of Lanes 010010110110 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 111 365 315 178 276 2 429 554 150 272 464 61 Arrive On Green 0.48 0.48 0.48 0.48 0.48 0.48 0.13 0.39 0.39 0.03 0.29 0.29 Sat Flow, veh/h 161 763 659 286 578 5 1774 1414 382 1774 1615 211 Grp Volume(v), veh/h 644 0 0 375 0 0 284 0 475 32 0 338 Grp Sat Flow(s),veh/h/ln 1584 0 0 868 0 0 1774 0 1795 1774 0 1826 Q Serve(g_s), s 0.0 0.0 0.0 9.3 0.0 0.0 12.8 0.0 26.2 1.5 0.0 19.4 Cycle Q Clear(g_c), s 42.8 0.0 0.0 52.0 0.0 0.0 12.8 0.0 26.2 1.5 0.0 19.4 Prop In Lane 0.12 0.42 0.38 0.01 1.00 0.21 1.00 0.12 Lane Grp Cap(c), veh/h 790 0 0 456 0 0 429 0 704 272 0 525 V/C Ratio(X) 0.81 0.00 0.00 0.82 0.00 0.00 0.66 0.00 0.67 0.12 0.00 0.64 Avail Cap(c_a), veh/h 813 0 0 474 0 0 486 0 704 322 0 525 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 0.00 1.00 0.00 0.00 1.00 0.00 1.00 1.00 0.00 1.00 Uniform Delay (d), s/veh 27.1 0.0 0.0 30.6 0.0 0.0 25.1 0.0 30.2 29.3 0.0 37.4 Incr Delay (d2), s/veh 6.3 0.0 0.0 10.8 0.0 0.0 2.8 0.0 5.1 0.2 0.0 6.0 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 20.0 0.0 0.0 13.2 0.0 0.0 6.6 0.0 13.9 0.7 0.0 10.6 LnGrp Delay(d),s/veh 33.4 0.0 0.0 41.4 0.0 0.0 27.9 0.0 35.3 29.5 0.0 43.4 LnGrp LOS C D C D C D Approach Vol, veh/h 644 375 759 370 Approach Delay, s/veh 33.4 41.4 32.5 42.2 Approach LOS CDCD Timer 12345678 Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 20.2 38.5 61.3 7.6 51.0 61.3 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 19.0 28.0 58.0 6.0 41.0 58.0 Max Q Clear Time (g_c+I1), s 14.8 21.4 44.8 3.5 28.2 54.0 Green Ext Time (p_c), s 0.3 2.8 5.6 0.0 4.3 2.3 Intersection Summary HCM 2010 Ctrl Delay 36.0 HCM 2010 LOS D 58 Timing Report, Sorted By Phase 2: Timberline & Vine short total pm Synchro 9 Light Report Page 4 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) 24 33 63 11 46 63 Maximum Split (%) 20.0% 27.5% 52.5% 9.2% 38.3% 52.5% 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) 63 87 0 63 74 0 End Time (s) 87 0 63 74 0 63 Yield/Force Off (s) 82 115 58 69 115 58 Yield/Force Off 170(s) 82 115 58 69 115 58 Local Start Time (s) 63 87 0 63 74 0 Local Yield (s) 82 115 58 69 115 58 Local Yield 170(s) 82 115 58 69 115 58 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: 2: Timberline & Vine 59 HCM 2010 TWSC 6: Vine & Merganser short total am Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 1.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 20 285 481 8 16 60 Future Vol, veh/h 20 285 481 8 16 60 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 100 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 24 335 566 9 19 71 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 575 0 - 0 953 571 Stage 1 - - - - 571 - Stage 2 - - - - 382 - 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 998 - - - 287 520 Stage 1 - - - - 565 - Stage 2 - - - - 690 - Platoon blocked, % - - - Mov Cap-1 Maneuver 998 - - - 280 520 Mov Cap-2 Maneuver - - - - 280 - Stage 1 - - - - 565 - Stage 2 - - - - 673 - Approach EB WB SB HCM Control Delay, s 0.6 0 14.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 998 - - - 280 520 HCM Lane V/C Ratio 0.024 - - - 0.067 0.136 HCM Control Delay (s) 8.7 - - - 18.8 13 HCM Lane LOS A - - - C B HCM 95th %tile Q(veh) 0.1 - - - 0.2 0.5 60 HCM 2010 TWSC 6: Vine & Merganser short total pm Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 73 591 487 20 13 38 Future Vol, veh/h 73 591 487 20 13 38 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length 150 - - - 100 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 86 695 573 24 15 45 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 596 0 - 0 1452 585 Stage 1 - - - - 585 - Stage 2 - - - - 867 - 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 980 - - - 144 511 Stage 1 - - - - 557 - Stage 2 - - - - 411 - Platoon blocked, % - - - Mov Cap-1 Maneuver 980 - - - 131 511 Mov Cap-2 Maneuver - - - - 131 - Stage 1 - - - - 557 - Stage 2 - - - - 375 - Approach EB WB SB HCM Control Delay, s 1 0 18.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 980 - - - 131 511 HCM Lane V/C Ratio 0.088 - - - 0.117 0.087 HCM Control Delay (s) 9 - - - 36.1 12.7 HCM Lane LOS A - - - E B HCM 95th %tile Q(veh) 0.3 - - - 0.4 0.3 61 HCM 2010 TWSC 8: Vine & Site Access short total am Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 9 275 531 10 27 28 Future Vol, veh/h 9 275 531 10 27 28 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 11 324 625 12 32 33 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 636 0 - 0 976 631 Stage 1 - - - - 631 - Stage 2 - - - - 345 - 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 947 - - - 279 481 Stage 1 - - - - 530 - Stage 2 - - - - 717 - Platoon blocked, % - - - Mov Cap-1 Maneuver 947 - - - 275 481 Mov Cap-2 Maneuver - - - - 275 - Stage 1 - - - - 530 - Stage 2 - - - - 707 - Approach EB WB SB HCM Control Delay, s 0.3 0 17.5 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 947 - - - 352 HCM Lane V/C Ratio 0.011 - - - 0.184 HCM Control Delay (s) 8.8 0 - - 17.5 HCM Lane LOS A A - - C HCM 95th %tile Q(veh) 0 - - - 0.7 62 HCM 2010 TWSC 8: Vine & Site Access short total pm Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 31 647 496 29 17 19 Future Vol, veh/h 31 647 496 29 17 19 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 36 761 584 34 20 22 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 618 0 - 0 1435 601 Stage 1 - - - - 601 - Stage 2 - - - - 834 - 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 962 - - - 147 500 Stage 1 - - - - 547 - Stage 2 - - - - 426 - Platoon blocked, % - - - Mov Cap-1 Maneuver 962 - - - 137 500 Mov Cap-2 Maneuver - - - - 137 - Stage 1 - - - - 547 - Stage 2 - - - - 398 - Approach EB WB SB HCM Control Delay, s 0.4 0 25 HCM LOS D Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 962 - - - 222 HCM Lane V/C Ratio 0.038 - - - 0.191 HCM Control Delay (s) 8.9 0 - - 25 HCM Lane LOS A A - - D HCM 95th %tile Q(veh) 0.1 - - - 0.7 63 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine short total am Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 15 151 106 175 287 132 51 359 77 65 704 49 Future Volume (veh/h) 15 151 106 175 287 132 51 359 77 65 704 49 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1831 1824 1863 1826 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 17 174 98 201 330 135 59 413 86 75 809 54 Adj No. of Lanes 110110010010 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 255255222222 Cap, veh/h 117 229 129 293 339 139 94 630 125 101 915 60 Arrive On Green 0.02 0.21 0.21 0.09 0.28 0.28 0.59 0.59 0.59 0.59 0.59 0.59 Sat Flow, veh/h 1774 1092 615 1774 1223 500 99 1077 214 111 1563 102 Grp Volume(v), veh/h 17 0 272 201 0 465 558 0 0 938 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1706 1774 0 1723 1390 0 0 1777 0 0 Q Serve(g_s), s 0.8 0.0 16.5 9.6 0.0 29.4 0.0 0.0 0.0 25.8 0.0 0.0 Cycle Q Clear(g_c), s 0.8 0.0 16.5 9.6 0.0 29.4 25.0 0.0 0.0 50.8 0.0 0.0 Prop In Lane 1.00 0.36 1.00 0.29 0.11 0.15 0.08 0.06 Lane Grp Cap(c), veh/h 117 0 359 293 0 478 850 0 0 1075 0 0 V/C Ratio(X) 0.15 0.00 0.76 0.69 0.00 0.97 0.66 0.00 0.00 0.87 0.00 0.00 Avail Cap(c_a), veh/h 188 0 427 293 0 478 850 0 0 1075 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 0.00 1.00 0.00 0.00 Uniform Delay (d), s/veh 34.8 0.0 40.8 30.6 0.0 39.3 13.9 0.0 0.0 19.7 0.0 0.0 Incr Delay (d2), s/veh 0.6 0.0 6.4 6.5 0.0 34.2 3.9 0.0 0.0 9.8 0.0 0.0 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 0.4 0.0 8.4 5.2 0.0 18.5 11.6 0.0 0.0 27.7 0.0 0.0 LnGrp Delay(d),s/veh 35.4 0.0 47.2 37.1 0.0 73.5 17.8 0.0 0.0 29.5 0.0 0.0 LnGrp LOS D D D E B C Approach Vol, veh/h 289 666 558 938 Approach Delay, s/veh 46.5 62.5 17.8 29.5 Approach LOS D E B C Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 68.4 14.0 27.6 68.4 6.6 35.0 Change Period (Y+Rc), s 5.0 5.0 5.5 5.0 5.0 5.5 Max Green Setting (Gmax), s 59.0 9.0 26.5 59.0 6.0 29.5 Max Q Clear Time (g_c+I1), s 52.8 11.6 18.5 27.0 2.8 31.4 Green Ext Time (p_c), s 3.6 0.0 1.8 8.4 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 37.8 HCM 2010 LOS D 64 Timing Report, Sorted By Phase 1: Lemay & Vine short total am Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 64 14 32 64 11 35 Maximum Split (%) 58.2% 12.7% 29.1% 58.2% 10.0% 31.8% Minimum Split (s) 22 11 22.5 22 11 22.5 Yellow Time (s) 3.5 3 4 3.5 3 4.5 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) 93 47 61 93 47 58 End Time (s) 47 61 93 47 58 93 Yield/Force Off (s) 42 56 87.5 42 53 87.5 Yield/Force Off 170(s) 32 56 77.5 32 53 77.5 Local Start Time (s) 51 5 19 51 5 16 Local Yield (s) 0 14 45.5 0 11 45.5 Local Yield 170(s) 100 14 35.5 100 11 35.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 90 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 65 HCM 2010 Signalized Intersection Summary 1: Lemay & Vine short total pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 52 315 94 107 231 177 90 886 210 119 513 33 Future Volume (veh/h) 52 315 94 107 231 177 90 886 210 119 513 33 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.98 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1821 1824 1863 1832 1824 1824 1863 1824 1824 1937 1824 Adj Flow Rate, veh/h 60 362 84 123 266 186 103 1018 238 137 590 36 Adj No. of Lanes 110110010010 Peak Hour Factor 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 0.87 Percent Heavy Veh, % 255255222222 Cap, veh/h 162 356 83 199 279 195 87 624 143 110 395 23 Arrive On Green 0.05 0.25 0.25 0.08 0.28 0.28 0.56 0.56 0.56 0.56 0.56 0.56 Sat Flow, veh/h 1774 1424 330 1774 994 695 92 1112 256 127 705 41 Grp Volume(v), veh/h 60 0 446 123 0 452 1359 0 0 763 0 0 Grp Sat Flow(s),veh/h/ln 1774 0 1755 1774 0 1689 1460 0 0 873 0 0 Q Serve(g_s), s 2.7 0.0 27.5 5.4 0.0 28.9 0.0 0.0 0.0 0.0 0.0 0.0 Cycle Q Clear(g_c), s 2.7 0.0 27.5 5.4 0.0 28.9 61.7 0.0 0.0 61.7 0.0 0.0 Prop In Lane 1.00 0.19 1.00 0.41 0.08 0.18 0.18 0.05 Lane Grp Cap(c), veh/h 162 0 439 199 0 473 854 0 0 528 0 0 V/C Ratio(X) 0.37 0.00 1.02 0.62 0.00 0.95 1.59 0.00 0.00 1.44 0.00 0.00 Avail Cap(c_a), veh/h 195 0 439 227 0 473 854 0 0 528 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 31.5 0.0 41.3 29.7 0.0 38.9 24.5 0.0 0.0 23.5 0.0 0.0 Incr Delay (d2), s/veh 1.4 0.0 47.3 4.0 0.0 30.1 271.5 0.0 0.0 210.2 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 1.4 0.0 19.0 2.9 0.0 17.4 90.3 0.0 0.0 46.9 0.0 0.0 LnGrp Delay(d),s/veh 32.9 0.0 88.5 33.7 0.0 69.0 295.9 0.0 0.0 233.7 0.0 0.0 LnGrp LOS C F C E F F Approach Vol, veh/h 506 575 1359 763 Approach Delay, s/veh 81.9 61.4 295.9 233.7 Approach LOS F E F F Timer 12345678 Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 65.7 12.3 32.0 65.7 9.0 35.3 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 63.7 7.4 29.5 63.7 4.7 30.9 Green Ext Time (p_c), s 0.0 0.0 0.0 0.0 0.0 0.0 Intersection Summary HCM 2010 Ctrl Delay 205.2 HCM 2010 LOS F 66 Timing Report, Sorted By Phase 1: Lemay & Vine short total pm Synchro 9 Light Report Page 2 Phase Number 234678 Movement SBTL WBL EBTL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode C-Max None None C-Max None None Maximum Split (s) 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 4.5 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) 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 150 Offset: 42 (38%), Referenced to phase 2:SBTL and 6:NBTL, Start of Yellow Splits and Phases: 1: Lemay & Vine 67 HCM 2010 TWSC 11: Timberline & Suniga short total am Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 36 11 182 411 3 Future Vol, veh/h 8 36 11 182 411 3 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 42 13 214 484 4 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 725 485 487 0 - 0 Stage 1 485 - - - - - Stage 2 240 - - - - - 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 392 582 1076 - - - Stage 1 619 - - - - - Stage 2 800 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 387 582 1076 - - - Mov Cap-2 Maneuver 387 - - - - - Stage 1 619 - - - - - Stage 2 790 - - - - - Approach EB NB SB HCM Control Delay, s 12.2 0.5 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1076 - 387 582 - - HCM Lane V/C Ratio 0.012 - 0.024 0.073 - - HCM Control Delay (s) 8.4 - 14.5 11.7 - - HCM Lane LOS A - B B - - HCM 95th %tile Q(veh) 0 - 0.1 0.2 - - 68 HCM 2010 TWSC 11: Timberline & Suniga short total pm Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 5 23 38 351 331 9 Future Vol, veh/h 5 23 38 351 331 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 0 250 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 27 45 413 389 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 897 395 400 0 - 0 Stage 1 395 - - - - - Stage 2 502 - - - - - 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 310 654 1159 - - - Stage 1 681 - - - - - Stage 2 608 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 298 654 1159 - - - Mov Cap-2 Maneuver 298 - - - - - Stage 1 681 - - - - - Stage 2 584 - - - - - Approach EB NB SB HCM Control Delay, s 11.9 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1159 - 298 654 - - HCM Lane V/C Ratio 0.039 - 0.02 0.041 - - HCM Control Delay (s) 8.2 - 17.3 10.7 - - HCM Lane LOS A - C B - - HCM 95th %tile Q(veh) 0.1 - 0.1 0.1 - - 69 HCM 2010 TWSC 13: Suniga & Site Access A short total am Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 3.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 11 3 0 11 Future Vol, veh/h 0 0 11 3 0 11 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 13 4 0 13 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 8 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 1072 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 1072 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 8.4 HCM LOS A Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 1072 HCM Lane V/C Ratio - - - 0.012 HCM Control Delay (s) - - - 8.4 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0 70 HCM 2010 TWSC 13: Suniga & Site Access A short total pm Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 37 10 0 7 Future Vol, veh/h 0 0 37 10 0 7 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 44 12 0 8 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 28 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 1041 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 1041 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) - - - 1041 HCM Lane V/C Ratio - - - 0.008 HCM Control Delay (s) - - - 8.5 HCM Lane LOS - - - A HCM 95th %tile Q(veh) - - - 0 71 HCM 2010 TWSC 10: Merganser & Suniga short total am Synchro 9 Light Report Page 7 Intersection Int Delay, s/veh 7.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 0 9 0 12 3 7 0 18 5 30 43 0 Future Vol, veh/h 0 9 0 12 3 7 0 18 5 30 43 0 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 250 - - 250 - - 100 - - 100 - - 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 0 11 0 14 4 8 0 21 6 35 51 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 12 0 0 11 0 0 66 51 5 52 47 6 Stage 1 - - - - - - 11 11 - 36 36 - Stage 2 - - - - - - 55 40 - 16 11 - 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 1605 - - 1607 - - 920 840 1076 941 844 1075 Stage 1 - - - - - - 1008 886 - 975 864 - Stage 2 - - - - - - 951 861 - 1001 886 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1605 - - 1607 - - 872 833 1076 912 837 1075 Mov Cap-2 Maneuver - - - - - - 872 833 - 912 837 - Stage 1 - - - - - - 1008 886 - 975 856 - Stage 2 - - - - - - 887 853 - 972 886 - Approach EB WB NB SB HCM Control Delay, s 0 4 9.2 9.4 HCM LOS A A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) - 876 1605 - - 1607 - - 912 837 HCM Lane V/C Ratio - 0.031 - - - 0.009 - - 0.039 0.06 HCM Control Delay (s) 0 9.2 0 - - 7.3 - - 9.1 9.6 HCM Lane LOS A A A - - A - - A A HCM 95th %tile Q(veh) - 0.1 0 - - 0 - - 0.1 0.2 72 HCM 2010 TWSC 10: Merganser & Suniga short total pm Synchro 9 Light Report Page 7 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 0 6 0 12 10 22 0 58 3 19 29 0 Future Vol, veh/h 0 6 0 12 10 22 0 58 3 19 29 0 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 250 - - 250 - - 100 - - 100 - - 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 0 7 0 14 12 26 0 68 4 22 34 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 38 0 0 7 0 0 58 73 4 91 60 19 Stage 1 - - - - - - 7 7 - 53 53 - Stage 2 - - - - - - 51 66 - 38 7 - 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 1571 - - 1612 - - 932 817 1078 883 830 1055 Stage 1 - - - - - - 1013 889 - 953 850 - Stage 2 - - - - - - 956 839 - 972 889 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1571 - - 1612 - - 897 810 1078 818 823 1055 Mov Cap-2 Maneuver - - - - - - 897 810 - 818 823 - Stage 1 - - - - - - 1013 889 - 953 843 - Stage 2 - - - - - - 909 832 - 894 889 - Approach EB WB NB SB HCM Control Delay, s 0 2 9.8 9.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) - 820 1571 - - 1612 - - 818 823 HCM Lane V/C Ratio - 0.088 - - - 0.009 - - 0.027 0.041 HCM Control Delay (s) 0 9.8 0 - - 7.3 - - 9.5 9.6 HCM Lane LOS A A A - - A - - A A HCM 95th %tile Q(veh) - 0.3 0 - - 0 - - 0.1 0.1 73 HCM 2010 TWSC 16: Timberline & Site Access short total am Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 1.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 12 51 18 172 363 4 Future Vol, veh/h 12 51 18 172 363 4 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 - 150 - - - 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 60 21 202 427 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 674 429 432 0 - 0 Stage 1 429 - - - - - Stage 2 245 - - - - - Critical Hdwy 7.12 6.22 4.12 - - - Critical Hdwy Stg 1 6.12 - - - - - Critical Hdwy Stg 2 6.12 - - - - - Follow-up Hdwy 3.518 3.318 2.218 - - - Pot Cap-1 Maneuver 368 626 1128 - - - Stage 1 604 - - - - - Stage 2 759 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 363 626 1128 - - - Mov Cap-2 Maneuver 363 - - - - - Stage 1 593 - - - - - Stage 2 745 - - - - - Approach EB NB SB HCM Control Delay, s 12.6 0.8 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1128 - 550 - - HCM Lane V/C Ratio 0.019 - 0.135 - - HCM Control Delay (s) 8.3 - 12.6 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.1 - 0.5 - - 74 HCM 2010 TWSC 16: Timberline & Site Access short total pm Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 1.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 34 57 299 306 14 Future Vol, veh/h 8 34 57 299 306 14 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 - 150 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 40 67 352 360 16 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 854 368 376 0 - 0 Stage 1 368 - - - - - Stage 2 486 - - - - - 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 329 677 1182 - - - Stage 1 700 - - - - - Stage 2 618 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 310 677 1182 - - - Mov Cap-2 Maneuver 310 - - - - - Stage 1 700 - - - - - Stage 2 583 - - - - - Approach EB NB SB HCM Control Delay, s 12.2 1.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1182 - 552 - - HCM Lane V/C Ratio 0.057 - 0.09 - - HCM Control Delay (s) 8.2 - 12.2 - - HCM Lane LOS A - B - - HCM 95th %tile Q(veh) 0.2 - 0.3 - - 75 APPENDIX H 76 HCM 2010 Signalized Intersection Summary 11: Timberline & Suniga long total 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) 115 120 225 170 265 95 245 200 75 80 465 145 Future Volume (veh/h) 115 120 225 170 265 95 245 200 75 80 465 145 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 135 141 0 200 312 0 288 235 4 94 547 51 Adj No. of Lanes 121121121121 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 272 350 157 356 465 208 611 2115 946 765 1938 867 Arrive On Green 0.09 0.10 0.00 0.12 0.13 0.00 0.10 0.60 0.60 0.05 0.55 0.55 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 135 141 0 200 312 0 288 235 4 94 547 51 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 8.0 4.5 0.0 11.6 10.1 0.0 7.9 3.4 0.1 2.7 9.9 1.8 Cycle Q Clear(g_c), s 8.0 4.5 0.0 11.6 10.1 0.0 7.9 3.4 0.1 2.7 9.9 1.8 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 272 350 157 356 465 208 611 2115 946 765 1938 867 V/C Ratio(X) 0.50 0.40 0.00 0.56 0.67 0.00 0.47 0.11 0.00 0.12 0.28 0.06 Avail Cap(c_a), veh/h 303 678 303 432 885 396 794 2115 946 815 1938 867 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 42.8 50.7 0.0 39.4 49.7 0.0 9.2 10.4 9.7 10.4 14.5 12.7 Incr Delay (d2), s/veh 1.4 0.7 0.0 1.4 1.7 0.0 0.6 0.1 0.0 0.1 0.4 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 4.0 2.2 0.0 5.8 5.0 0.0 3.9 1.7 0.1 1.3 5.0 0.8 LnGrp Delay(d),s/veh 44.2 51.5 0.0 40.8 51.3 0.0 9.7 10.5 9.7 10.5 14.9 12.8 LnGrp LOS D D D D ABABBB Approach Vol, veh/h 276 512 527 692 Approach Delay, s/veh 47.9 47.2 10.1 14.1 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 15.6 69.7 18.8 15.9 9.6 75.7 15.0 19.8 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 23.0 36.0 19.0 22.0 8.0 51.0 12.0 29.0 Max Q Clear Time (g_c+I1), s 9.9 11.9 13.6 6.5 4.7 5.4 10.0 12.1 Green Ext Time (p_c), s 0.7 5.8 0.3 2.6 0.1 6.5 0.1 2.7 Intersection Summary HCM 2010 Ctrl Delay 26.2 HCM 2010 LOS C 77 Timing Report, Sorted By Phase 11: Timberline & Suniga long total am Synchro 9 Light Report Page 7 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 28 41 24 27 13 56 17 34 Maximum Split (%) 23.3% 34.2% 20.0% 22.5% 10.8% 46.7% 14.2% 28.3% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 51 79 0 24 51 64 0 17 End Time (s) 79 0 24 51 64 0 17 51 Yield/Force Off (s) 74 115 19 46 59 115 12 46 Yield/Force Off 170(s) 74 115 19 46 59 115 12 46 Local Start Time (s) 51 79 0 24 51 64 0 17 Local Yield (s) 74 115 19 46 59 115 12 46 Local Yield 170(s) 74 115 19 46 59 115 12 46 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 11: Timberline & Suniga 78 HCM 2010 Signalized Intersection Summary 11: Timberline & Suniga long total pm 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) 190 315 215 145 220 70 320 435 140 110 270 135 Future Volume (veh/h) 190 315 215 145 220 70 320 435 140 110 270 135 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 224 371 6 171 259 0 376 512 69 129 318 54 Adj No. of Lanes 121121121121 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 360 537 240 303 446 200 723 1932 864 559 1670 747 Arrive On Green 0.13 0.15 0.15 0.11 0.13 0.00 0.14 0.55 0.55 0.06 0.47 0.47 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 224 371 6 171 259 0 376 512 69 129 318 54 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 12.7 11.9 0.4 9.8 8.3 0.0 12.1 9.2 2.5 4.4 6.3 2.2 Cycle Q Clear(g_c), s 12.7 11.9 0.4 9.8 8.3 0.0 12.1 9.2 2.5 4.4 6.3 2.2 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 360 537 240 303 446 200 723 1932 864 559 1670 747 V/C Ratio(X) 0.62 0.69 0.02 0.56 0.58 0.00 0.52 0.27 0.08 0.23 0.19 0.07 Avail Cap(c_a), veh/h 434 796 356 349 649 290 1029 1932 864 612 1670 747 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 37.2 48.2 43.3 39.4 49.4 0.0 11.2 14.5 12.9 14.1 18.4 17.3 Incr Delay (d2), s/veh 2.0 1.6 0.0 1.6 1.2 0.0 0.6 0.3 0.2 0.2 0.3 0.2 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 6.4 5.9 0.2 4.9 4.1 0.0 6.0 4.6 1.1 2.2 3.1 1.0 LnGrp Delay(d),s/veh 39.2 49.8 43.4 41.0 50.6 0.0 11.8 14.8 13.1 14.3 18.6 17.5 LnGrp LOS DDDDD BBBBBB Approach Vol, veh/h 601 430 957 501 Approach Delay, s/veh 45.8 46.8 13.5 17.4 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 20.3 60.6 16.9 22.2 11.4 69.5 20.0 19.1 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 36.0 23.0 15.0 26.0 10.0 49.0 20.0 21.0 Max Q Clear Time (g_c+I1), s 14.1 8.3 11.8 13.9 6.4 11.2 14.7 10.3 Green Ext Time (p_c), s 1.1 5.2 0.1 3.3 0.1 7.1 0.3 3.1 Intersection Summary HCM 2010 Ctrl Delay 27.8 HCM 2010 LOS C 79 Timing Report, Sorted By Phase 11: Timberline & Suniga long total pm Synchro 9 Light Report Page 7 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 41 28 20 31 15 54 25 26 Maximum Split (%) 34.2% 23.3% 16.7% 25.8% 12.5% 45.0% 20.8% 21.7% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 51 92 0 20 51 66 0 25 End Time (s) 92 0 20 51 66 0 25 51 Yield/Force Off (s) 87 115 15 46 61 115 20 46 Yield/Force Off 170(s) 87 115 15 46 61 115 20 46 Local Start Time (s) 51 92 0 20 51 66 0 25 Local Yield (s) 87 115 15 46 61 115 20 46 Local Yield 170(s) 87 115 15 46 61 115 20 46 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 11: Timberline & Suniga 80 HCM 2010 TWSC 13: Suniga & Site Access A long total am Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 640 15 0 20 Future Vol, veh/h 0 0 640 15 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 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 753 18 0 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 385 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 - - - 0 613 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 613 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 613 HCM Lane V/C Ratio - - - 0.038 HCM Control Delay (s) - - - 11.1 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1 81 HCM 2010 TWSC 13: Suniga & Site Access A long total pm Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 0 0 630 45 0 15 Future Vol, veh/h 0 0 630 45 0 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 0 741 53 0 18 Major/Minor Major1 Major2 Minor2 Conflicting Flow All - 0 - 0 - 397 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 - - - 0 602 Stage 1 0 - - - 0 - Stage 2 0 - - - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 602 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB SB HCM Control Delay, s 0 0 11.2 HCM LOS B Minor Lane/Major Mvmt EBT WBT WBR SBLn1 Capacity (veh/h) - - - 602 HCM Lane V/C Ratio - - - 0.029 HCM Control Delay (s) - - - 11.2 HCM Lane LOS - - - B HCM 95th %tile Q(veh) - - - 0.1 82 HCM 2010 TWSC 10: Merganser & Suniga long total am Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 405 5 25 630 10 30 5 20 45 5 35 Future Vol, veh/h 20 405 5 25 630 10 30 5 20 45 5 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - - 100 - - 100 - - 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 24 476 6 29 741 12 35 6 24 53 6 41 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 753 0 0 482 0 0 958 1338 241 1094 1335 376 Stage 1 - - - - - - 526 526 - 806 806 - Stage 2 - - - - - - 432 812 - 288 529 - 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 853 - - 1077 - - 212 152 760 168 152 622 Stage 1 - - - - - - 503 527 - 342 393 - Stage 2 - - - - - - 572 390 - 695 525 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 853 - - 1077 - - 184 144 760 151 144 622 Mov Cap-2 Maneuver - - - - - - 184 144 - 151 144 - Stage 1 - - - - - - 489 512 - 332 382 - Stage 2 - - - - - - 512 379 - 647 510 - Approach EB WB NB SB HCM Control Delay, s 0.4 0.3 22.5 28.5 HCM LOS C D Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 184 410 853 - - 1077 - - 151 440 HCM Lane V/C Ratio 0.192 0.072 0.028 - - 0.027 - - 0.351 0.107 HCM Control Delay (s) 29.2 14.5 9.3 - - 8.4 - - 41.2 14.2 HCM Lane LOS D B A - - A - - E B HCM 95th %tile Q(veh) 0.7 0.2 0.1 - - 0.1 - - 1.4 0.4 83 HCM 2010 TWSC 10: Merganser & Suniga long total pm Synchro 9 Light Report Page 5 Intersection Int Delay, s/veh 4.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 65 675 15 65 555 35 25 5 15 30 5 20 Future Vol, veh/h 65 675 15 65 555 35 25 5 15 30 5 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 250 - - 250 - - 100 - - 100 - - 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 76 794 18 76 653 41 29 6 18 35 6 24 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 694 0 0 812 0 0 1438 1803 406 1379 1791 347 Stage 1 - - - - - - 956 956 - 826 826 - Stage 2 - - - - - - 482 847 - 553 965 - 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 897 - - 810 - - 94 79 594 104 80 649 Stage 1 - - - - - - 277 335 - 332 385 - Stage 2 - - - - - - 534 376 - 485 331 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 897 - - 810 - - 74 66 594 82 66 649 Mov Cap-2 Maneuver - - - - - - 74 66 - 82 66 - Stage 1 - - - - - - 254 307 - 304 349 - Stage 2 - - - - - - 458 341 - 422 303 - Approach EB WB NB SB HCM Control Delay, s 0.8 1 57.3 53.1 HCM LOS F F Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 74 198 897 - - 810 - - 82 235 HCM Lane V/C Ratio 0.397 0.119 0.085 - - 0.094 - - 0.43 0.125 HCM Control Delay (s) 82.6 25.6 9.4 - - 9.9 - - 78.6 22.5 HCM Lane LOS F D A - - A - - F C HCM 95th %tile Q(veh) 1.5 0.4 0.3 - - 0.3 - - 1.7 0.4 84 HCM 2010 TWSC 14: east site access & Suniga long total am Synchro 9 Light Report Page 9 Intersection Int Delay, s/veh 0.2 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 405 5 0 695 0 25 Future Vol, veh/h 405 5 0 695 0 25 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 476 6 0 818 0 29 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 241 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 - 0 760 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 760 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 9.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 760 - - - HCM Lane V/C Ratio 0.039 - - - HCM Control Delay (s) 9.9 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0.1 - - - 85 HCM 2010 TWSC 14: east site access & Suniga long 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 740 15 0 595 0 15 Future Vol, veh/h 740 15 0 595 0 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 871 18 0 700 0 18 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 444 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 - 0 561 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 561 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 11.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 561 - - - HCM Lane V/C Ratio 0.031 - - - HCM Control Delay (s) 11.6 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.1 - - - 86 HCM 2010 TWSC 22: West site access & Suniga long total am Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 395 5 0 695 0 15 Future Vol, veh/h 395 5 0 695 0 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 465 6 0 818 0 18 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 235 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 - 0 767 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 767 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 9.8 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 767 - - - HCM Lane V/C Ratio 0.023 - - - HCM Control Delay (s) 9.8 - - - HCM Lane LOS A - - - HCM 95th %tile Q(veh) 0.1 - - - 87 HCM 2010 TWSC 22: West site access & Suniga long total pm Synchro 9 Light Report Page 11 Intersection Int Delay, s/veh 0.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 745 15 0 595 0 10 Future Vol, veh/h 745 15 0 595 0 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - - 0 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 876 18 0 700 0 12 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 - - - 447 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 - 0 559 Stage 1 - - 0 - 0 - Stage 2 - - 0 - 0 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - - - - 559 Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB WB NB HCM Control Delay, s 0 0 11.6 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBT Capacity (veh/h) 559 - - - HCM Lane V/C Ratio 0.021 - - - HCM Control Delay (s) 11.6 - - - HCM Lane LOS B - - - HCM 95th %tile Q(veh) 0.1 - - - 88 HCM 2010 Signalized Intersection Summary 1: Lemay & Suniga long total am Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 35 275 155 200 315 150 155 540 45 90 960 90 Future Volume (veh/h) 35 275 155 200 315 150 155 540 45 90 960 90 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 41 324 0 235 371 16 182 635 0 106 1129 0 Adj No. of Lanes 121121121121 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 248 425 190 324 747 334 352 1965 879 519 1889 845 Arrive On Green 0.04 0.12 0.00 0.13 0.21 0.21 0.07 0.56 0.00 0.05 0.53 0.00 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 41 324 0 235 371 16 182 635 0 106 1129 0 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 2.2 9.8 0.0 12.3 10.2 0.9 4.9 10.7 0.0 2.9 24.0 0.0 Cycle Q Clear(g_c), s 2.2 9.8 0.0 12.3 10.2 0.9 4.9 10.7 0.0 2.9 24.0 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 248 425 190 324 747 334 352 1965 879 519 1889 845 V/C Ratio(X) 0.17 0.76 0.00 0.72 0.50 0.05 0.52 0.32 0.00 0.20 0.60 0.00 Avail Cap(c_a), veh/h 296 483 216 324 747 334 432 1965 879 540 1889 845 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 0.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 Uniform Delay (d), s/veh 40.1 46.9 0.0 35.0 38.2 34.6 13.6 13.3 0.0 10.4 17.6 0.0 Incr Delay (d2), s/veh 0.3 6.2 0.0 7.8 0.5 0.1 1.2 0.4 0.0 0.2 1.4 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 1.1 5.1 0.0 6.7 5.0 0.4 2.4 5.3 0.0 1.4 12.0 0.0 LnGrp Delay(d),s/veh 40.4 53.1 0.0 42.8 38.8 34.6 14.7 13.7 0.0 10.6 19.0 0.0 LnGrp LOS D D D D C B B B B Approach Vol, veh/h 365 622 817 1235 Approach Delay, s/veh 51.7 40.2 13.9 18.3 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 12.1 62.7 18.0 17.2 9.7 65.1 8.0 27.2 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 12.0 51.0 13.0 14.0 6.0 57.0 6.0 21.0 Max Q Clear Time (g_c+I1), s 6.9 26.0 14.3 11.8 4.9 12.7 4.2 12.2 Green Ext Time (p_c), s 0.2 14.6 0.0 0.5 0.0 19.6 0.0 3.0 Intersection Summary HCM 2010 Ctrl Delay 25.6 HCM 2010 LOS C 89 Timing Report, Sorted By Phase 1: Lemay & Suniga long total am Synchro 9 Light Report Page 2 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 17 56 18 19 11 62 11 26 Maximum Split (%) 15.5% 50.9% 16.4% 17.3% 10.0% 56.4% 10.0% 23.6% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 37 54 0 18 37 48 0 11 End Time (s) 54 0 18 37 48 0 11 37 Yield/Force Off (s) 49 105 13 32 43 105 6 32 Yield/Force Off 170(s) 49 105 13 32 43 105 6 32 Local Start Time (s) 37 54 0 18 37 48 0 11 Local Yield (s) 49 105 13 32 43 105 6 32 Local Yield 170(s) 49 105 13 32 43 105 6 32 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Lemay & Suniga 90 HCM 2010 Signalized Intersection Summary 1: Lemay & Suniga long total pm Synchro 9 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 70 425 145 105 310 200 205 960 200 150 730 95 Future Volume (veh/h) 70 425 145 105 310 200 205 960 200 150 730 95 Number 7 4 14 3 8 18 1 6 16 5 2 12 Initial Q (Qb), veh 000000000000 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 1863 Adj Flow Rate, veh/h 82 500 9 124 365 23 241 1129 91 176 859 37 Adj No. of Lanes 121121121121 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 Percent Heavy Veh, % 222222222222 Cap, veh/h 285 654 293 253 729 326 439 1817 813 330 1749 783 Arrive On Green 0.06 0.18 0.18 0.08 0.21 0.21 0.09 0.51 0.51 0.08 0.49 0.49 Sat Flow, veh/h 1774 3539 1583 1774 3539 1583 1774 3539 1583 1774 3539 1583 Grp Volume(v), veh/h 82 500 9 124 365 23 241 1129 91 176 859 37 Grp Sat Flow(s),veh/h/ln 1774 1770 1583 1774 1770 1583 1774 1770 1583 1774 1770 1583 Q Serve(g_s), s 4.0 14.8 0.5 6.0 10.0 1.3 7.1 25.1 3.3 5.2 17.8 1.3 Cycle Q Clear(g_c), s 4.0 14.8 0.5 6.0 10.0 1.3 7.1 25.1 3.3 5.2 17.8 1.3 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 285 654 293 253 729 326 439 1817 813 330 1749 783 V/C Ratio(X) 0.29 0.76 0.03 0.49 0.50 0.07 0.55 0.62 0.11 0.53 0.49 0.05 Avail Cap(c_a), veh/h 292 740 331 256 804 360 529 1817 813 389 1749 783 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Uniform Delay (d), s/veh 33.2 42.6 36.8 32.8 38.7 35.2 13.1 19.1 13.8 15.2 18.6 14.4 Incr Delay (d2), s/veh 0.6 4.2 0.0 1.5 0.5 0.1 1.1 1.6 0.3 1.3 1.0 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),veh/ln 2.0 7.6 0.2 3.1 5.0 0.6 3.5 12.6 1.5 2.6 8.9 0.6 LnGrp Delay(d),s/veh 33.8 46.8 36.8 34.3 39.2 35.3 14.2 20.7 14.1 16.5 19.6 14.5 LnGrp LOS CDDCDDBCBBBB Approach Vol, veh/h 591 512 1461 1072 Approach Delay, s/veh 44.8 37.8 19.2 18.9 Approach LOS D D B B Timer 12345678 Assigned Phs 12345678 Phs Duration (G+Y+Rc), s 14.4 58.4 12.9 24.3 12.3 60.5 10.5 26.7 Change Period (Y+Rc), s 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 Max Green Setting (Gmax), s 15.0 45.0 8.0 22.0 11.0 49.0 6.0 24.0 Max Q Clear Time (g_c+I1), s 9.1 19.8 8.0 16.8 7.2 27.1 6.0 12.0 Green Ext Time (p_c), s 0.3 17.0 0.0 2.6 0.2 15.4 0.0 4.6 Intersection Summary HCM 2010 Ctrl Delay 25.9 HCM 2010 LOS C 91 Timing Report, Sorted By Phase 1: Lemay & Suniga long total pm Synchro 9 Light Report Page 2 Phase Number 12345678 Movement NBL SBTL WBL EBTL SBL NBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 20 50 13 27 16 54 11 29 Maximum Split (%) 18.2% 45.5% 11.8% 24.5% 14.5% 49.1% 10.0% 26.4% Minimum Split (s) 11 15 11 15 11 15 11 15 Yellow Time (s) 33333333 All-Red Time (s) 22222222 Minimum Initial (s) 44444444 Vehicle Extension (s) 33333333 Minimum Gap (s) 33333333 Time Before Reduce (s) 00000000 Time To Reduce (s) 00000000 Walk Time (s) Flash Dont Walk (s) Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 40 60 0 13 40 56 0 11 End Time (s) 60 0 13 40 56 0 11 40 Yield/Force Off (s) 55 105 8 35 51 105 6 35 Yield/Force Off 170(s) 55 105 8 35 51 105 6 35 Local Start Time (s) 40 60 0 13 40 56 0 11 Local Yield (s) 55 105 8 35 51 105 6 35 Local Yield 170(s) 55 105 8 35 51 105 6 35 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 0 (0%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 1: Lemay & Suniga 92 HCM 2010 TWSC 6: Vine & Merganser long total am Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 1.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 45 45 0 0 10 Future Vol, veh/h 5 45 45 0 0 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 150 - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 53 53 0 0 12 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 53 0 - 0 118 53 Stage 1 - - - - 53 - Stage 2 - - - - 65 - 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 1553 - - - 878 1014 Stage 1 - - - - 970 - Stage 2 - - - - 958 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1553 - - - 875 1014 Mov Cap-2 Maneuver - - - - 875 - Stage 1 - - - - 970 - Stage 2 - - - - 954 - Approach EB WB SB HCM Control Delay, s 0.7 0 8.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1553 ---- 1014 HCM Lane V/C Ratio 0.004 ---- 0.012 HCM Control Delay (s) 7.3 - - - 0 8.6 HCM Lane LOS A - - - A A HCM 95th %tile Q(veh) 0 ----0 93 HCM 2010 TWSC 6: Vine & Merganser long total pm Synchro 9 Light Report Page 3 Intersection Int Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 10 55 65 0 0 5 Future Vol, veh/h 10 55 65 0 0 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 150 - - - 100 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 12 65 76 0 0 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 76 0 - 0 164 76 Stage 1 - - - - 76 - Stage 2 - - - - 88 - 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 1523 - - - 827 985 Stage 1 - - - - 947 - Stage 2 - - - - 935 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1523 - - - 820 985 Mov Cap-2 Maneuver - - - - 820 - Stage 1 - - - - 947 - Stage 2 - - - - 928 - Approach EB WB SB HCM Control Delay, s 1.1 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1523 ---- 985 HCM Lane V/C Ratio 0.008 ---- 0.006 HCM Control Delay (s) 7.4 - - - 0 8.7 HCM Lane LOS A - - - A A HCM 95th %tile Q(veh) 0 ----0 94 HCM 2010 TWSC 8: Vine & Site Access long total am Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 50 55 0 0 5 Future Vol, veh/h 5 50 55 0 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 59 65 0 0 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 65 0 - 0 136 65 Stage 1 - - - - 65 - Stage 2 - - - - 71 - 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 1537 - - - 857 999 Stage 1 - - - - 958 - Stage 2 - - - - 952 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1537 - - - 854 999 Mov Cap-2 Maneuver - - - - 854 - Stage 1 - - - - 958 - Stage 2 - - - - 948 - Approach EB WB SB HCM Control Delay, s 0.7 0 8.6 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1537 - - - 999 HCM Lane V/C Ratio 0.004 - - - 0.006 HCM Control Delay (s) 7.4 0 - - 8.6 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 95 HCM 2010 TWSC 8: Vine & Site Access long total pm Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 5 65 70 0 0 5 Future Vol, veh/h 5 65 70 0 0 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 76 82 0 0 6 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 82 0 - 0 170 82 Stage 1 - - - - 82 - Stage 2 - - - - 88 - 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 1515 - - - 820 978 Stage 1 - - - - 941 - Stage 2 - - - - 935 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1515 - - - 817 978 Mov Cap-2 Maneuver - - - - 817 - Stage 1 - - - - 941 - Stage 2 - - - - 931 - Approach EB WB SB HCM Control Delay, s 0.5 0 8.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1515 - - - 978 HCM Lane V/C Ratio 0.004 - - - 0.006 HCM Control Delay (s) 7.4 0 - - 8.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0 96 HCM 2010 TWSC 16: Timberline & Site Access long total am Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 50 0 410 640 5 Future Vol, veh/h 0 50 0 410 640 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 59 0 482 753 6 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 379 - 0 - 0 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 0 619 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 619 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 11.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 619 - - HCM Lane V/C Ratio - 0.095 - - HCM Control Delay (s) - 11.4 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.3 - - 97 HCM 2010 TWSC 16: Timberline & Site Access long total pm Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 0.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 0 35 0 695 480 15 Future Vol, veh/h 0 35 0 695 480 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length - 0 - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 41 0 818 565 18 Major/Minor Minor2 Major1 Major2 Conflicting Flow All - 291 - 0 - 0 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 0 706 0 - - - Stage 1 0 - 0 - - - Stage 2 0 - 0 - - - Platoon blocked, % - - - Mov Cap-1 Maneuver - 706 - - - - Mov Cap-2 Maneuver - - - - - - Stage 1 - - - - - - Stage 2 - - - - - - Approach EB NB SB HCM Control Delay, s 10.4 0 0 HCM LOS B Minor Lane/Major Mvmt NBT EBLn1 SBT SBR Capacity (veh/h) - 706 - - HCM Lane V/C Ratio - 0.058 - - HCM Control Delay (s) - 10.4 - - HCM Lane LOS - B - - HCM 95th %tile Q(veh) - 0.2 - - 98 APPENDIX I 99 100 101 102 APPENDIX J 103 BURLINGTON NORTHERN RAILROAD SCALE: 1"=2000' PEDESTRAIN INFLUENCE AREA DELICH ASSOCIATES Vine Drive Timberline Road Mountain Vista Mulberry Road Lemay Avenue 1 2 104 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 southwest Residential Minimum B C C C B 1 Actual A C A C B Proposed A C A C B Neighborhood to the south Residential Minimum B C C C B 2 Actual A D B C B Proposed A D B C B Minimum 3 Actual Proposed Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 105 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 1 2 3 4 106 WB AM 170 VPH WB PM 145 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 115 VPH AM 1210 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1410 VPH EB PM 190 VPH WB AM 170 VPH WB PM 145 VPH 26 WB AM 430 VPH WB PM 345 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 255 VPH AM 1485 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1830 VPH EB PM 405 VPH WB AM 430 VPH WB PM 345 VPH 25 WB AM 374 VPH WB PM 329 VPH 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 100 200 300 400 500 600 EB AM 307 VPH AM 884 VPH 1 LANE & 1 LANE 2 OR MORE LANES & 1 LANE 2 OR MORE LANES & 2 OR MORE LANES *100 *150 PM 1041 VPH EB PM 598 VPH WB AM 374 VPH WB PM 329 VPH 24