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WATERFIELD FOURTH FILING - AMENDED ODP - ODP180001 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)
APPENDIX A 1 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 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 7 APPENDIX C 12 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 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 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 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 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 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 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 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 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 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 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 27 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Overall Any Approach leg Any Movement Signalized D1 E E2 Unsignalized Arterial / Arterial Collector / Collector E3 F4 Unsignalized Arterial / Collector Arterial / Local Collector / Local Local / Local D3 F4 Roundabout E 3,5 E54 E5 1 In mixed use district including downtown as defined by structure plan, overall LOS E is acceptable 2 Applicable with at least 5% of total entering volume 3 Use weighted average to identify overall delay 4 Mitigation may be required 5 Apply unsignalized delay value thresholds to determine LOS 28 APPENDIX D 29 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Retreat at Fort Collins 161 Pedestrian LOS Worksheet Project Location Classification: Transit Corridor Description of Applicable Destination Area Within 1320’ Destination Area Classification Level of Service (minimum based on project location classification) Directness Continuity Street Crossings Visual Interest & Amenities Security Residential neighborhood to the west of the site Residential Minimum B C C C B 1 Actual A B B B B Proposed A B B B B Residential neighborhood to the north of the site Residential Minimum B C C C B 2 Actual B C B C B Proposed B C B C B Proposed residential neighborhood to the east of the site Residential Minimum B C C C B 3 Actual A B A B B Proposed A B A B B Minimum 4 Actual Proposed Minimum 5 Actual Proposed Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 162 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Retreat at Fort Collins 163 APPENDIX E 33 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 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 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 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 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 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 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 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 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 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 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 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 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 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 APPENDIX F 54 APPENDIX G 75 APPENDIX H 102 APPENDIX I 133 APPENDIX J 156 157 158 159 APPENDIX K 160