Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
WATERFIELD THIRD FILING - PDP - PDP130037 - REPORTS - TRAFFIC STUDY (3)
APPENDIX A 1 2 3 4 5 6 7 8 APPENDIX B 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/22/2013 Observer: Sue 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 12 19 8 39 14415 60 99 92317 49 34 40 2 76 125 224 7:45 24 17 16 57 28217 101 158 82126 55 31 50 3 84 139 297 8:00 21 35 10 66 25512 69 135 72323 53 26 39 1 66 119 254 8:15 20 32 3 55 14212 55 110 51417 36 20 34 1 55 91 201 7:30-8:30 77 103 37 217 6 223 56 285 502 29 81 83 193 111 163 7 281 474 976 PHF 0.8 0.74 0.58 0.82 0.75 0.68 0.82 0.71 0.79 0.81 0.88 0.8 0.88 0.82 0.82 0.58 0.84 0.85 0.82 4:30 27 57 15 99 22313 38 137 10 24 15 49 11 42 2 55 104 241 4:45 33 59 21 113 3358 46 159 16 44 18 78 13 33 1 47 125 284 5:00 30 51 10 91 12914 44 135 10 48 16 74 15 25 0 40 114 249 5:15 32 59 20 111 0409 49 160 12 52 23 87 10 33 1 44 131 291 4:30-5:30 122 226 66 414 6 127 44 177 591 48 168 72 288 49 133 4 186 474 1065 PHF 0.92 0.96 0.79 0.92 0.5 0.79 0.79 0.9 0.92 0.75 0.81 0.78 0.83 0.82 0.79 0.5 0.85 0.9 0.91 10 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/23/2013 Observer: Sue Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Vine/Bull Run S = straight L = left turn Time Northbound: Southbound: Bull Run 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 51 6 6 151 52 53 2 55 107 113 7:45 0 64 10 10 554 59 71 5 76 135 145 8:00 0 25 7 7 140 41 61 5 66 107 114 8:15 0 45 9 9 436 40 70 1 71 111 120 7:30-8:30 0 0 0 0 17 0 15 32 32 11 181 0 192 0 255 13 268 460 492 PHF n/a n/a n/a n/a 0.71 n/a 0.75 0.8 0.8 0.55 0.84 n/a 0.81 n/a 0.9 0.65 0.88 0.85 0.85 4:30 0 06 6 6 179 80 82 4 86 166 172 4:45 0 23 5 5 168 69 67 2 69 138 143 5:00 0 45 9 9 582 87 60 4 64 151 160 5:15 0 12 3 3 679 85 68 3 71 156 159 4:30-5:30 0 0 0 0 7 0 16 23 23 13 308 0 321 0 277 13 290 611 634 PHF n/a n/a n/a n/a 0.44 n/a 0.67 0.64 0.64 0.54 0.94 n/a 0.92 n/a 0.84 0.81 0.84 0.92 0.92 11 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 5/23/2013 Observer: Sue 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 14 5 5 251 53 52 2 54 107 112 7:45 0 12 3 3 158 59 74 1 75 134 137 8:00 0 03 3 3 041 41 63 3 66 107 110 8:15 0 10 1 1 239 41 74 1 75 116 117 7:30-8:30 0 0 0 0 3 0 9 12 12 5 189 0 194 0 263 7 270 464 476 PHF n/a n/a n/a n/a 0.75 n/a 0.56 0.6 0.6 0.63 0.81 n/a 0.82 n/a 0.89 0.58 0.9 0.87 0.87 4:30 0 02 2 2 280 82 88 0 88 170 172 4:45 0 14 5 5 368 71 67 3 70 141 146 5:00 0 01 1 1 387 90 64 1 65 155 156 5:15 0 00 0 0 585 90 67 3 70 160 160 4:30-5:30 0 0 0 0 1 0 7 8 8 13 320 0 333 0 286 7 293 626 634 PHF n/a n/a n/a n/a 0.25 n/a 0.44 0.4 0.4 0.65 0.92 n/a 0.93 n/a 0.81 0.58 0.83 0.92 0.92 12 13 APPENDIX C 14 HCM 2010 AWSC 1: Vine & Timberline Recent AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 16 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 82 84 111 155 7 74 103 37 6 223 53 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 35 96 99 131 182 8 87 121 44 7 262 62 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 13.7 17.6 14.7 17.2 HCM LOS B C B C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 35% 15% 41% 2% Vol Thru, % 48% 42% 57% 79% Vol Right, % 17% 43% 3% 19% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 214 196 273 282 LT Vol 103 82 155 223 Through Vol 37 84 7 53 RT Vol 74 30 111 6 Lane Flow Rate 252 231 321 332 Geometry Grp 1111 Degree of Util (X) 0.449 0.405 0.569 0.569 Departure Headway (Hd) 6.426 6.323 6.379 6.178 Convergence, Y/N Yes Yes Yes Yes Cap 559 567 565 581 Service Time 4.491 4.387 4.437 4.238 HCM Lane V/C Ratio 0.451 0.407 0.568 0.571 HCM Control Delay 14.7 13.7 17.6 17.2 HCM Lane LOS B B C C HCM 95th-tile Q 2.3 2 3.5 3.6 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 15 HCM 2010 AWSC 1: Vine & Timberline Recent PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 20 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 50 176 76 49 131 4 120 226 66 6 127 44 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 222222222222 Mvmt Flow 55 193 84 54 144 4 132 248 73 7 140 48 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 18.2 14.2 26.7 13.3 HCM LOS C B D B Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 29% 17% 27% 3% Vol Thru, % 55% 58% 71% 72% Vol Right, % 16% 25% 2% 25% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 412 302 184 177 LT Vol 226 176 131 127 Through Vol 66 76 4 44 RT Vol 120 50 49 6 Lane Flow Rate 453 332 202 195 Geometry Grp 1111 Degree of Util (X) 0.769 0.588 0.385 0.356 Departure Headway (Hd) 6.112 6.374 6.847 6.593 Convergence, Y/N Yes Yes Yes Yes Cap 589 564 524 543 Service Time 4.172 4.441 4.925 4.673 HCM Lane V/C Ratio 0.769 0.589 0.385 0.359 HCM Control Delay 26.7 18.2 14.2 13.3 HCM Lane LOS D C B B HCM 95th-tile Q 7 3.8 1.8 1.6 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 16 HCM 2010 TWSC 2: Vine & Bull Run Recent AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.9 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 11 181 255 13 17 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 13 213 300 15 20 18 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 315 0 - 0 547 308 Stage 1 - - - - 308 - Stage 2 - - - - 239 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1245 - - - 498 732 Stage 1 - - - - 745 - Stage 2 - - - - 801 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1245 - - - 492 732 Mov Capacity-2 Maneuver - - - - 492 - Stage 1 - - - - 745 - Stage 2 - - - - 791 - Approach EB WB SB HCM Control Delay, s 0.5 0 11.6 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1245 - - - 581 HCM Lane V/C Ratio 0.01 - - - 0.065 HCM Control Delay (s) 7.922 0 - - 11.6 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.032 - - - 0.207 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 17 HCM 2010 TWSC 2: Vine & Bull Run Recent PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.6 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 13 295 282 13 7 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 321 307 14 8 17 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 321 0 - 0 663 314 Stage 1 - - - - 314 - Stage 2 - - - - 349 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1239 - - - 426 726 Stage 1 - - - - 741 - Stage 2 - - - - 714 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1239 - - - 420 726 Mov Capacity-2 Maneuver - - - - 420 - Stage 1 - - - - 741 - Stage 2 - - - - 704 - Approach EB WB SB HCM Control Delay, s 0.3 0 11.3 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1239 - - - 594 HCM Lane V/C Ratio 0.011 - - - 0.042 HCM Control Delay (s) 7.939 0 - - 11.3 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.035 - - - 0.132 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 18 HCM 2010 TWSC 3: Vine & Merganser Recent AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 5 189 263 7 3 9 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 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 217 302 8 3 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 310 0 - 0 535 306 Stage 1 - - - - 306 - Stage 2 - - - - 229 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1250 - - - 506 734 Stage 1 - - - - 747 - Stage 2 - - - - 809 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1250 - - - 503 734 Mov Capacity-2 Maneuver - - - - 503 - Stage 1 - - - - 747 - Stage 2 - - - - 805 - Approach EB WB SB HCM Control Delay, s 0.2 0 10.6 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1250 - - - 503 734 HCM Lane V/C Ratio 0.005 - - - 0.007 0.014 HCM Control Delay (s) 7.893 0 - - 12.2 10 HCM Lane LOS A A B B HCM 95th %tile Q(veh) 0.014 - - - 0.021 0.043 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 19 HCM 2010 TWSC 3: Vine & Merganser Recent PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 13 307 277 7 1 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 - - - - 150 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 334 301 8 1 8 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 309 0 - 0 667 305 Stage 1 - - - - 305 - Stage 2 - - - - 362 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1252 - - - 424 735 Stage 1 - - - - 748 - Stage 2 - - - - 704 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1252 - - - 418 735 Mov Capacity-2 Maneuver - - - - 418 - Stage 1 - - - - 748 - Stage 2 - - - - 694 - Approach EB WB SB HCM Control Delay, s 0.3 0 10.4 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1252 - - - 418 735 HCM Lane V/C Ratio 0.011 - - - 0.003 0.01 HCM Control Delay (s) 7.908 0 - - 13.6 9.9 HCM Lane LOS A A B A HCM 95th %tile Q(veh) 0.034 - - - 0.008 0.031 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 20 HCM Signalized Intersection Capacity Analysis 127: Lemay & Vine Recent AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 16 80 47 49 112 90 28 337 17 42 590 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.93 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1767 1942 1770 1918 1904 1964 Flt Permitted 0.35 1.00 0.55 1.00 0.92 0.95 Satd. Flow (perm) 642 1942 1025 1918 1754 1873 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 19 94 55 58 132 106 33 396 20 49 694 42 RTOR Reduction (vph) 0 20 0 0 28 0010020 Lane Group Flow (vph) 19 129 0 58 210 0 0 448 0 0 783 0 Confl. Peds. (#/hr) 1 1 Confl. Bikes (#/hr) 1 9 3 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 19.9 19.9 19.9 19.9 79.6 80.1 Effective Green, g (s) 20.9 20.9 20.9 20.9 80.6 81.1 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.73 0.74 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 121 368 194 364 1285 1380 v/s Ratio Prot 0.07 c0.11 v/s Ratio Perm 0.03 0.06 0.26 c0.42 v/c Ratio 0.16 0.35 0.30 0.58 0.35 0.57 Uniform Delay, d1 37.2 38.7 38.3 40.5 5.3 6.5 Progression Factor 1.00 1.00 1.00 1.00 0.65 1.00 Incremental Delay, d2 1.7 1.6 2.4 4.4 0.7 1.7 Delay (s) 38.9 40.3 40.7 44.9 4.2 8.2 Level of Service D D D D A A Approach Delay (s) 40.1 44.1 4.2 8.2 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 16.6 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.57 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 72.8% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group 21 Timing Report, Sorted By Phase 127: Lemay & Vine Recent AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine 22 HCM Signalized Intersection Capacity Analysis 127: Lemay & Vine Recent PM City of Fort Collins Signal Timing 5:00 pm 2/12/2009 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 43 152 71 47 109 142 67 745 57 64 574 27 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.95 1.00 0.92 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1971 1770 1884 1897 1964 Flt Permitted 0.28 1.00 0.34 1.00 0.90 0.85 Satd. Flow (perm) 520 1971 639 1884 1713 1674 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 45 160 75 49 115 149 71 784 60 67 604 28 RTOR Reduction (vph) 0 15 0 0 42 0020010 Lane Group Flow (vph) 45 220 0 49 222 0 0 913 0 0 698 0 Confl. Peds. (#/hr) 3 1 1 3 Confl. Bikes (#/hr) 1 7 2 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 21.9 21.9 21.9 21.9 87.6 88.1 Effective Green, g (s) 22.9 22.9 22.9 22.9 88.6 89.1 Actuated g/C Ratio 0.19 0.19 0.19 0.19 0.74 0.74 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 99 376 121 359 1264 1242 v/s Ratio Prot 0.11 c0.12 v/s Ratio Perm 0.09 0.08 c0.53 0.42 v/c Ratio 0.45 0.58 0.40 0.62 0.72 0.56 Uniform Delay, d1 43.0 44.2 42.6 44.5 8.8 6.8 Progression Factor 1.00 1.00 1.00 1.00 0.58 1.00 Incremental Delay, d2 9.1 4.4 6.1 5.4 3.0 1.8 Delay (s) 52.1 48.6 48.7 50.0 8.1 8.7 Level of Service D D D D A A Approach Delay (s) 49.2 49.8 8.1 8.7 Approach LOS D D A A Intersection Summary HCM 2000 Control Delay 19.4 HCM 2000 Level of Service B HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 89.1% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 23 Timing Report, Sorted By Phase 127: Lemay & Vine Recent PM City of Fort Collins Signal Timing 5:00 pm 2/12/2009 Synchro 8 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 85 35 85 35 Maximum Split (%) 70.8% 29.2% 70.8% 29.2% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 48 13 48 13 End Time (s) 13 48 13 48 Yield/Force Off (s) 8.5 42.5 8 42.5 Yield/Force Off 170(s) 118.5 32.5 118 32.5 Local Start Time (s) 35 0 35 0 Local Yield (s) 115.5 29.5 115 29.5 Local Yield 170(s) 105.5 19.5 105 19.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine 24 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 25 26 APPENDIX D 27 28 29 30 APPENDIX E 31 HCM 2010 AWSC 1: Vine & Timberline Short Background AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 19.2 Intersection LOS C Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 32 88 90 120 167 8 80 111 40 6 240 57 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 38 104 106 141 196 9 94 131 47 7 282 67 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 15.7 21.5 17 20.9 HCM LOS CCCC Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 35% 15% 41% 2% Vol Thru, % 48% 42% 57% 79% Vol Right, % 17% 43% 3% 19% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 231 210 295 303 LT Vol 111 88 167 240 Through Vol 40 90 8 57 RT Vol 80 32 120 6 Lane Flow Rate 272 247 347 356 Geometry Grp 1111 Degree of Util (X) 0.513 0.468 0.647 0.645 Departure Headway (Hd) 6.914 6.814 6.817 6.625 Convergence, Y/N Yes Yes Yes Yes Cap 525 531 534 549 Service Time 4.914 4.814 4.817 4.625 HCM Lane V/C Ratio 0.518 0.465 0.65 0.648 HCM Control Delay 17 15.7 21.5 20.9 HCM Lane LOS CCCC HCM 95th-tile Q 2.9 2.5 4.6 4.6 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 32 HCM 2010 AWSC 1: Vine & Timberline Short Background PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 26.6 Intersection LOS D Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 54 190 82 53 141 4 129 243 71 6 137 47 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 222222222222 Mvmt Flow 59 209 90 58 155 4 142 267 78 7 151 52 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 23.2 16.3 38.7 15.2 HCM LOS C C E C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 29% 17% 27% 3% Vol Thru, % 55% 58% 71% 72% Vol Right, % 16% 25% 2% 25% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 443 326 198 190 LT Vol 243 190 141 137 Through Vol 71 82 4 47 RT Vol 129 54 53 6 Lane Flow Rate 487 358 218 209 Geometry Grp 1111 Degree of Util (X) 0.869 0.68 0.447 0.415 Departure Headway (Hd) 6.566 6.829 7.393 7.148 Convergence, Y/N Yes Yes Yes Yes Cap 555 530 487 503 Service Time 4.566 4.859 5.428 5.192 HCM Lane V/C Ratio 0.877 0.675 0.448 0.416 HCM Control Delay 38.7 23.2 16.3 15.2 HCM Lane LOS E C C C HCM 95th-tile Q 9.6 5.1 2.3 2 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 33 HCM 2010 TWSC 3: Vine & Merganser Short Background AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 5 201 299 7 3 9 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 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 6 231 344 8 3 10 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 352 0 - 0 591 348 Stage 1 - - - - 348 - Stage 2 - - - - 243 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1207 - - - 470 695 Stage 1 - - - - 715 - Stage 2 - - - - 797 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1207 - - - 467 695 Mov Capacity-2 Maneuver - - - - 467 - Stage 1 - - - - 715 - Stage 2 - - - - 792 - Approach EB WB SB HCM Control Delay, s 0.2 0 10.9 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1207 - - - 467 695 HCM Lane V/C Ratio 0.005 - - - 0.007 0.015 HCM Control Delay (s) 7.997 0 - - 12.8 10.3 HCM Lane LOS A A B B HCM 95th %tile Q(veh) 0.014 - - - 0.022 0.045 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 34 HCM 2010 TWSC 3: Vine & Merganser Short Background PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 13 331 299 7 1 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 - - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 360 325 8 1 8 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 333 0 - 0 717 329 Stage 1 - - - - 329 - Stage 2 - - - - 388 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1226 - - - 396 712 Stage 1 - - - - 729 - Stage 2 - - - - 686 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1226 - - - 390 712 Mov Capacity-2 Maneuver - - - - 390 - Stage 1 - - - - 729 - Stage 2 - - - - 676 - Approach EB WB SB HCM Control Delay, s 0.3 0 10.6 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1226 - - - 390 712 HCM Lane V/C Ratio 0.012 - - - 0.003 0.011 HCM Control Delay (s) 7.971 0 - - 14.3 10.1 HCM Lane LOS A A B B HCM 95th %tile Q(veh) 0.035 - - - 0.008 0.032 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 35 HCM Signalized Intersection Capacity Analysis 127: Lemay & Vine Short Background AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 23 111 72 114 187 114 36 360 41 50 651 44 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.94 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1768 1935 1770 1938 1888 1962 Flt Permitted 0.22 1.00 0.46 1.00 0.89 0.94 Satd. Flow (perm) 404 1935 857 1938 1687 1845 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 27 131 85 134 220 134 42 424 48 59 766 52 RTOR Reduction (vph) 0 21 0 0 20 0030020 Lane Group Flow (vph) 27 195 0 134 334 0 0 511 0 0 875 0 Confl. Peds. (#/hr) 1 1 Confl. Bikes (#/hr) 1 9 3 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 25.4 25.4 25.4 25.4 74.1 74.6 Effective Green, g (s) 26.4 26.4 26.4 26.4 75.1 75.6 Actuated g/C Ratio 0.24 0.24 0.24 0.24 0.68 0.69 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 96 464 205 465 1151 1268 v/s Ratio Prot 0.10 c0.17 v/s Ratio Perm 0.07 0.16 0.30 c0.47 v/c Ratio 0.28 0.42 0.65 0.72 0.44 0.69 Uniform Delay, d1 34.1 35.3 37.7 38.4 7.9 10.2 Progression Factor 1.00 1.00 1.00 1.00 0.57 1.00 Incremental Delay, d2 4.5 1.7 11.4 7.5 1.2 3.1 Delay (s) 38.6 37.1 49.1 45.9 5.7 13.3 Level of Service D D D D A B Approach Delay (s) 37.2 46.8 5.7 13.3 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 21.9 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.70 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 83.0% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 36 Timing Report, Sorted By Phase 127: Lemay & Vine Short Background AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine 37 HCM Signalized Intersection Capacity Analysis 127: Lemay & Vine Short Total PM City of Fort Collins Signal Timing 5:00 pm 2/12/2009 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 55 258 90 106 175 162 97 817 154 98 621 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.93 0.98 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1770 1986 1770 1909 1871 1958 Flt Permitted 0.23 1.00 0.21 1.00 0.86 0.74 Satd. Flow (perm) 436 1986 400 1909 1618 1453 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 58 272 95 112 184 171 102 860 162 103 654 38 RTOR Reduction (vph) 0 10 0 0 28 0050020 Lane Group Flow (vph) 58 357 0 112 327 0 0 1119 0 0 793 0 Confl. Peds. (#/hr) 3 1 1 3 Confl. Bikes (#/hr) 1 7 2 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 29.5 29.5 29.5 29.5 80.0 80.5 Effective Green, g (s) 30.5 30.5 30.5 30.5 81.0 81.5 Actuated g/C Ratio 0.25 0.25 0.25 0.25 0.68 0.68 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 110 504 101 485 1092 986 v/s Ratio Prot 0.18 0.17 v/s Ratio Perm 0.13 c0.28 c0.69 0.55 v/c Ratio 0.53 0.71 1.11 0.68 1.02 0.80 Uniform Delay, d1 38.5 40.7 44.8 40.3 19.5 13.6 Progression Factor 1.00 1.00 1.00 1.00 1.02 1.00 Incremental Delay, d2 11.0 6.6 121.9 5.7 31.9 7.0 Delay (s) 49.5 47.3 166.7 46.0 51.8 20.6 Level of Service D D F D D C Approach Delay (s) 47.6 74.9 51.8 20.6 Approach LOS D E D C Intersection Summary HCM 2000 Control Delay 46.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.05 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 106.3% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group 38 Timing Report, Sorted By Phase 127: Lemay & Vine Short Total PM City of Fort Collins Signal Timing 5:00 pm 2/12/2009 Synchro 8 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 85 35 85 35 Maximum Split (%) 70.8% 29.2% 70.8% 29.2% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 48 13 48 13 End Time (s) 13 48 13 48 Yield/Force Off (s) 8.5 42.5 8 42.5 Yield/Force Off 170(s) 118.5 32.5 118 32.5 Local Start Time (s) 35 0 35 0 Local Yield (s) 115.5 29.5 115 29.5 Local Yield 170(s) 105.5 19.5 105 19.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine 39 APPENDIX F 40 HCM 2010 Signalized Intersection Summary 5: Timberline & New Vine Long Background AM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 95 85 60 110 115 95 85 200 75 70 430 135 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 111111121121 Cap, veh/h 278 184 156 305 200 170 615 2097 891 781 2089 888 Arrive On Green 0.08 0.10 0.00 0.09 0.11 0.00 0.05 0.56 0.56 0.05 0.56 0.56 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 3725 1583 1774 3725 1583 Grp Volume(v), veh/h 100 89 0 116 121 -12 89 211 22 74 453 57 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 4.4 4.0 0.0 5.0 5.5 0.0 1.8 2.3 0.5 1.5 5.4 1.5 Cycle Q Clear(g_c), s 4.4 4.0 0.0 5.0 5.5 0.0 1.8 2.3 0.5 1.5 5.4 1.5 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 278 184 156 305 200 170 615 2097 891 781 2089 888 V/C Ratio(X) 0.36 0.48 0.00 0.38 0.60 -0.07 0.14 0.10 0.02 0.09 0.22 0.06 Avail Cap(c_a), veh/h 419 587 499 430 587 499 883 2097 891 894 2089 888 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 32.1 37.9 0.0 31.0 37.8 0.0 7.2 9.0 8.6 7.1 9.8 8.9 Incr Delay (d2), s/veh 0.8 2.0 0.0 0.8 2.9 0.0 0.1 0.1 0.1 0.1 0.2 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 Back of Q (50%), veh/ln 2.0 2.0 0.0 2.3 2.8 0.0 0.7 1.0 0.2 0.6 2.4 0.6 Lane Grp Delay (d), s/veh 32.8 39.9 0.0 31.8 40.8 0.0 7.3 9.1 8.7 7.1 10.0 9.0 Lane Grp LOS C D C D AAAABA Approach Vol, veh/h 189 225 322 584 Approach Delay, s/veh 36.2 38.3 8.6 9.5 Approach LOS D D A A Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 10.9 13.8 11.7 14.5 8.6 55.0 8.4 54.8 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 13.0 27.0 13.0 27.0 17.0 49.0 9.0 41.0 Max Q Clear Time (g_c+I1), s 6.4 6.0 7.0 7.5 3.8 4.3 3.5 7.4 Green Ext Time (p_c), s 0.1 1.1 0.1 1.0 0.1 5.4 0.1 5.3 Intersection Summary HCM 2010 Ctrl Delay 18.0 HCM 2010 LOS B Notes 41 Timing Report, Sorted By Phase 5: Timberline & New Vine Long Background AM Synchro 8 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 14 55 18 33 22 47 18 33 Maximum Split (%) 11.7% 45.8% 15.0% 27.5% 18.3% 39.2% 15.0% 27.5% Minimum Split (s) 9 22 9 22 9 22 9 22 Yellow Time (s) 44444444 All-Red Time (s) 12121212 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) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 98 112 47 65 98 0 47 65 End Time (s) 112 47 65 98 0 47 65 98 Yield/Force Off (s) 107 41 60 92 115 41 60 92 Yield/Force Off 170(s) 107 30 60 81 115 30 60 81 Local Start Time (s) 98 112 47 65 98 0 47 65 Local Yield (s) 107 41 60 92 115 41 60 92 Local Yield 170(s) 107 30 60 81 115 30 60 81 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Timberline & New Vine 42 HCM 2010 Signalized Intersection Summary 5: Timberline & New Vine Long Background PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 175 150 110 90 105 70 75 435 140 105 245 120 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 111111121121 Cap, veh/h 347 279 237 290 188 160 623 1704 724 513 1750 744 Arrive On Green 0.11 0.15 0.00 0.07 0.10 0.00 0.04 0.46 0.46 0.05 0.47 0.47 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 3725 1583 1774 3725 1583 Grp Volume(v), veh/h 190 163 -8 98 114 0 82 473 67 114 266 41 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 7.0 6.6 0.0 3.9 4.7 0.0 2.0 6.4 1.9 2.6 3.3 1.1 Cycle Q Clear(g_c), s 7.0 6.6 0.0 3.9 4.7 0.0 2.0 6.4 1.9 2.6 3.3 1.1 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 347 279 237 290 188 160 623 1704 724 513 1750 744 V/C Ratio(X) 0.55 0.58 -0.03 0.34 0.61 0.00 0.13 0.28 0.09 0.22 0.15 0.06 Avail Cap(c_a), veh/h 625 852 724 392 576 489 942 1704 724 722 1750 744 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 24.4 32.0 0.0 29.8 34.8 0.0 10.6 13.6 12.4 10.2 12.3 11.7 Incr Delay (d2), s/veh 1.4 1.9 0.0 0.7 3.1 0.0 0.1 0.4 0.3 0.2 0.2 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 Back of Q (50%), veh/ln 3.1 3.2 0.0 1.8 2.4 0.0 0.8 2.9 0.8 1.1 1.4 0.4 Lane Grp Delay (d), s/veh 25.7 34.0 0.0 30.4 38.0 0.0 10.7 14.0 12.7 10.4 12.4 11.8 Lane Grp LOS C C C D BBBBBB Approach Vol, veh/h 345 212 622 421 Approach Delay, s/veh 30.2 34.5 13.5 11.8 Approach LOS C C B B Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 14.3 18.1 10.3 14.2 8.4 43.0 9.4 44.0 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 22.0 37.0 10.0 25.0 18.0 37.0 14.0 33.0 Max Q Clear Time (g_c+I1), s 9.0 8.6 5.9 6.7 4.0 8.4 4.6 5.3 Green Ext Time (p_c), s 0.4 1.6 0.1 1.4 0.1 5.9 0.2 5.8 Intersection Summary HCM 2010 Ctrl Delay 19.4 HCM 2010 LOS B Notes 43 Timing Report, Sorted By Phase 5: Timberline & New Vine Long Background PM Synchro 8 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 19 43 15 43 23 39 27 31 Maximum Split (%) 15.8% 35.8% 12.5% 35.8% 19.2% 32.5% 22.5% 25.8% Minimum Split (s) 9 22 9 22 9 22 9 22 Yellow Time (s) 44444444 All-Red Time (s) 12121212 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) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 97 116 39 54 97 0 39 66 End Time (s) 116 39 54 97 0 39 66 97 Yield/Force Off (s) 111 33 49 91 115 33 61 91 Yield/Force Off 170(s) 111 22 49 80 115 22 61 80 Local Start Time (s) 97 116 39 54 97 0 39 66 Local Yield (s) 111 33 49 91 115 33 61 91 Local Yield 170(s) 111 22 49 80 115 22 61 80 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Timberline & New Vine 44 HCM 2010 TWSC 6: Merganser & New Vine Long Background AM Synchro 8 Light Report Intersection Intersection Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 230 5 10 320 5 5 Conflicting Peds, #/hr 0000 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2222 2 2 Mvmt Flow 242 5 11 337 5 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 247 0 603 245 Stage 1 ---- 245 - Stage 2 ---- 358 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1319 - 462 794 Stage 1 ---- 796 - Stage 2 ---- 707 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver - - 1319 - 458 794 Mov Capacity-2 Maneuver ---- 458 - Stage 1 ---- 796 - Stage 2 ---- 701 - Approach EB WB NB HCM Control Delay, s 0 0.2 11.3 HCM LOS B Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 581 - - 1319 - HCM Lane V/C Ratio 0.018 - - 0.008 - HCM Control Delay (s) 11.3 - - 7.751 - HCM Lane LOS B A HCM 95th %tile Q(veh) 0.055 - - 0.024 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 45 HCM 2010 TWSC 6: Merganser & New Vine Long Background PM Synchro 8 Light Report Intersection Intersection Delay, s/veh 0.3 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 430 10 10 285 5 5 Conflicting Peds, #/hr 0000 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - 200 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2222 2 2 Mvmt Flow 467 11 11 310 5 5 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 478 0 805 473 Stage 1 ---- 473 - Stage 2 ---- 332 - Follow-up Headway - - 2.218 - 3.518 3.318 Pot Capacity-1 Maneuver - - 1084 - 352 591 Stage 1 ---- 627 - Stage 2 ---- 727 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver - - 1084 - 348 591 Mov Capacity-2 Maneuver ---- 348 - Stage 1 ---- 627 - Stage 2 ---- 720 - Approach EB WB NB HCM Control Delay, s 0 0.3 13.4 HCM LOS B Minor Lane / Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 438 - - 1084 - HCM Lane V/C Ratio 0.025 - - 0.01 - HCM Control Delay (s) 13.4 - - 8.355 - HCM Lane LOS B A HCM 95th %tile Q(veh) 0.076 - - 0.03 - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 46 HCM 2010 Signalized Intersection Summary 10: Lemay & New Vine Long Background AM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 230 50 120 235 15 115 395 15 20 890 30 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 111111121121 Cap, veh/h 209 329 280 263 407 346 387 2140 910 607 2041 867 Arrive On Green 0.02 0.18 0.18 0.08 0.22 0.22 0.05 0.57 0.57 0.03 0.55 0.55 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 3725 1583 1774 3725 1583 Grp Volume(v), veh/h 11 242 53 126 247 16 121 416 16 21 937 32 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 0.6 13.7 3.2 5.8 13.3 0.9 2.9 6.0 0.5 0.6 16.9 1.0 Cycle Q Clear(g_c), s 0.6 13.7 3.2 5.8 13.3 0.9 2.9 6.0 0.5 0.6 16.9 1.0 Prop In Lane 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Lane Grp Cap(c), veh/h 209 329 280 263 407 346 387 2140 910 607 2041 867 V/C Ratio(X) 0.05 0.74 0.19 0.48 0.61 0.05 0.31 0.19 0.02 0.03 0.46 0.04 Avail Cap(c_a), veh/h 254 585 497 377 736 625 468 2140 910 640 2041 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 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 43.4 39.1 30.2 39.2 34.4 10.2 11.4 10.2 10.3 15.2 11.6 Incr Delay (d2), s/veh 0.1 3.2 0.3 1.4 1.5 0.1 0.5 0.2 0.0 0.0 0.7 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 Back of Q (50%), veh/ln 0.3 6.8 1.3 2.7 6.5 0.4 1.2 2.7 0.2 0.2 7.8 0.4 Lane Grp Delay (d), s/veh 36.7 46.6 39.4 31.5 40.7 34.4 10.7 11.6 10.2 10.3 16.0 11.7 Lane Grp LOS DDDCDCBBBBBB Approach Vol, veh/h 306 389 553 990 Approach Delay, s/veh 45.0 37.5 11.3 15.7 Approach LOS D D B B Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 7.2 24.7 11.8 29.3 8.9 69.0 5.9 66.0 Change Period (Y+Rc), s 6.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 4.0 34.0 15.0 43.0 10.0 63.0 4.0 57.0 Max Q Clear Time (g_c+I1), s 2.6 15.7 7.8 15.3 4.9 8.0 2.6 18.9 Green Ext Time (p_c), s 0.0 3.0 0.2 3.3 0.1 14.1 0.0 13.0 Intersection Summary HCM 2010 Ctrl Delay 22.4 HCM 2010 LOS C Notes 47 Timing Report, Sorted By Phase 10: Lemay & New Vine Long Background AM Synchro 8 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 8 69 19 40 14 63 10 49 Maximum Split (%) 5.9% 50.7% 14.0% 29.4% 10.3% 46.3% 7.4% 36.0% Minimum Split (s) 8 22 8 22 8 22 10 22 Yellow Time (s) 3.5 4 3.5 4 3.5 4 4 4 All-Red Time (s) 0.5 2 0.5 2 0.5 2 2 2 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) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 114 122 55 74 114 128 55 65 End Time (s) 122 55 74 114 128 55 65 114 Yield/Force Off (s) 118 49 70 108 124 49 59 108 Yield/Force Off 170(s) 118 38 70 97 124 38 59 97 Local Start Time (s) 122 130 63 82 122 0 63 73 Local Yield (s) 126 57 78 116 132 57 67 116 Local Yield 170(s) 126 46 78 105 132 46 67 105 Intersection Summary Cycle Length 136 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 128 (94%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 10: Lemay & New Vine 48 HCM 2010 Signalized Intersection Summary 10: New Vine & lemay Long Background PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 345 70 55 250 20 90 885 120 15 665 15 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 111111121121 Cap, veh/h 260 465 396 192 488 415 380 1800 765 252 1687 717 Arrive On Green 0.02 0.25 0.25 0.04 0.26 0.26 0.04 0.48 0.48 0.01 0.45 0.45 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 3725 1583 1774 3725 1583 Grp Volume(v), veh/h 33 375 76 60 272 22 98 962 130 16 723 16 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 1.4 19.2 3.8 2.5 12.8 1.1 2.8 18.3 4.7 0.5 13.4 0.6 Cycle Q Clear(g_c), s 1.4 19.2 3.8 2.5 12.8 1.1 2.8 18.3 4.7 0.5 13.4 0.6 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 260 465 396 192 488 415 380 1800 765 252 1687 717 V/C Ratio(X) 0.13 0.81 0.19 0.31 0.56 0.05 0.26 0.53 0.17 0.06 0.43 0.02 Avail Cap(c_a), veh/h 288 733 623 233 770 655 406 1800 765 297 1687 717 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 28.0 35.8 30.0 28.1 32.4 28.0 13.5 18.3 14.8 15.7 18.9 15.4 Incr Delay (d2), s/veh 0.2 3.6 0.2 0.9 1.0 0.1 0.4 1.1 0.5 0.1 0.8 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 Back of Q (50%), veh/ln 0.6 9.5 1.5 1.1 6.1 0.4 1.2 8.6 1.9 0.2 6.2 0.2 Lane Grp Delay (d), s/veh 28.2 39.4 30.3 29.0 33.4 28.1 13.9 19.4 15.3 15.8 19.7 15.4 Lane Grp LOS CDCCCCBBBBBB Approach Vol, veh/h 484 354 1190 755 Approach Delay, s/veh 37.2 32.3 18.5 19.5 Approach LOS D C B B Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 7.4 31.4 8.7 32.6 9.5 55.1 6.5 52.0 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 4.0 40.0 6.0 42.0 6.0 48.0 4.0 46.0 Max Q Clear Time (g_c+I1), s 3.4 21.2 4.5 14.8 4.8 20.3 2.5 15.4 Green Ext Time (p_c), s 0.0 4.2 0.0 4.6 0.0 15.3 0.0 16.2 Intersection Summary HCM 2010 Ctrl Delay 23.8 HCM 2010 LOS C Notes 49 Timing Report, Sorted By Phase 10: New Vine & lemay Long Background PM Synchro 8 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 9 54 11 46 11 52 9 48 Maximum Split (%) 7.5% 45.0% 9.2% 38.3% 9.2% 43.3% 7.5% 40.0% Minimum Split (s) 9 22 9 22 9 22 9 22 Yellow Time (s) 44444444 All-Red Time (s) 12121212 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) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 109 118 52 63 109 0 52 61 End Time (s) 118 52 63 109 0 52 61 109 Yield/Force Off (s) 113 46 58 103 115 46 56 103 Yield/Force Off 170(s) 113 35 58 92 115 35 56 92 Local Start Time (s) 109 118 52 63 109 0 52 61 Local Yield (s) 113 46 58 103 115 46 56 103 Local Yield 170(s) 113 35 58 92 115 35 56 92 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 10: New Vine & lemay 50 HCM 2010 TWSC 3: Vine & Merganser Long Background AM Synchro 8 Light Report Intersection Intersection Delay, s/veh 3.1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 5 5 10 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 - - - - 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 5 11 0 0 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 11 0 - 0 27 11 Stage 1 - - - - 11 - Stage 2 - - - - 16 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1608 - - - 988 1070 Stage 1 - - - - 1012 - Stage 2 - - - - 1007 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1608 - - - 985 1070 Mov Capacity-2 Maneuver - - - - 985 - Stage 1 - - - - 1012 - Stage 2 - - - - 1004 - Approach EB WB SB HCM Control Delay, s 3.6 0 8.4 HCM LOS A Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1608 - - - 0 1070 HCM Lane V/C Ratio 0.003 - - - + 0.005 HCM Control Delay (s) 7.246 0 - - 0 8.4 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0.01 - - - + 0.015 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 51 HCM 2010 TWSC 3: Vine & Merganser Long Background PM Synchro 8 Light Report Intersection Intersection Delay, s/veh 3.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 10 10 10 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 - - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 11 11 0 0 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 11 0 - 0 44 11 Stage 1 - - - - 11 - Stage 2 - - - - 33 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1608 - - - 967 1070 Stage 1 - - - - 1012 - Stage 2 - - - - 989 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1608 - - - 960 1070 Mov Capacity-2 Maneuver - - - - 960 - Stage 1 - - - - 1012 - Stage 2 - - - - 982 - Approach EB WB SB HCM Control Delay, s 3.6 0 8.4 HCM LOS A Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1608 - - - 0 1070 HCM Lane V/C Ratio 0.007 - - - + 0.005 HCM Control Delay (s) 7.254 0 - - 0 8.4 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0.02 - - - + 0.015 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 52 APPENDIX G 53 HCM 2010 AWSC 1: Vine & Timberline Short Total AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 25.5 Intersection LOS D Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 92 105 120 168 12 81 125 40 14 272 59 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 35 108 124 141 198 14 95 147 47 16 320 69 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 18.9 27.1 20.9 31.8 HCM LOS CDCD Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 33% 13% 40% 4% Vol Thru, % 51% 41% 56% 79% Vol Right, % 16% 46% 4% 17% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 246 227 300 345 LT Vol 125 92 168 272 Through Vol 40 105 12 59 RT Vol 81 30 120 14 Lane Flow Rate 289 267 353 406 Geometry Grp 1111 Degree of Util (X) 0.595 0.543 0.718 0.79 Departure Headway (Hd) 7.4 7.325 7.323 7.005 Convergence, Y/N Yes Yes Yes Yes Cap 486 489 491 515 Service Time 5.492 5.421 5.408 5.085 HCM Lane V/C Ratio 0.595 0.546 0.719 0.788 HCM Control Delay 20.9 18.9 27.1 31.8 HCM Lane LOS CCDD HCM 95th-tile Q 3.8 3.2 5.7 7.3 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 54 HCM 2010 AWSC 1: Vine & Timberline Short Total PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 40.1 Intersection LOS E Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 59 193 92 53 146 12 147 271 71 10 157 48 Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 Heavy Vehicles, % 222222222222 Mvmt Flow 65 212 101 58 160 13 162 298 78 11 173 53 Number of Lanes 010010010010 Approach EB WB NB SB Opposing Approach WB EB SB NB Opposing Lanes 1111 Conflicting Approach Left SB NB EB WB Conflicting Lanes Left 1111 Conflicting Approach Right NB SB WB EB Conflicting Lanes Right 1111 HCM Control Delay 30 18.8 66.2 18 HCM LOS D C F C Lane NBLn1 EBLn1 WBLn1 SBLn1 Vol Left, % 30% 17% 25% 5% Vol Thru, % 55% 56% 69% 73% Vol Right, % 15% 27% 6% 22% Sign Control Stop Stop Stop Stop Traffic Vol by Lane 489 344 211 215 LT Vol 271 193 146 157 Through Vol 71 92 12 48 RT Vol 147 59 53 10 Lane Flow Rate 537 378 232 236 Geometry Grp 1111 Degree of Util (X) 1 0.763 0.508 0.499 Departure Headway (Hd) 7.008 7.264 7.881 7.61 Convergence, Y/N Yes Yes Yes Yes Cap 521 503 459 473 Service Time 5.008 5.269 5.898 5.659 HCM Lane V/C Ratio 1.031 0.751 0.505 0.499 HCM Control Delay 66.2 30 18.8 18 HCM Lane LOS F D C C HCM 95th-tile Q 13.9 6.6 2.8 2.7 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 55 HCM 2010 TWSC 3: Vine & Merganser Short Total AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 1.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 15 210 306 10 21 37 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 87 87 87 87 87 87 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 17 241 352 11 24 43 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 363 0 - 0 633 357 Stage 1 - - - - 357 - Stage 2 - - - - 276 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1196 - - - 444 687 Stage 1 - - - - 708 - Stage 2 - - - - 771 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1196 - - - 437 687 Mov Capacity-2 Maneuver - - - - 437 - Stage 1 - - - - 708 - Stage 2 - - - - 759 - Approach EB WB SB HCM Control Delay, s 0.5 0 11.7 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1196 - - - 437 687 HCM Lane V/C Ratio 0.014 - - - 0.055 0.062 HCM Control Delay (s) 8.054 0 - - 13.7 10.6 HCM Lane LOS A A B B HCM 95th %tile Q(veh) 0.044 - - - 0.175 0.197 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 56 HCM 2010 TWSC 3: Vine & Merganser Short Total PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 43 342 325 25 14 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 - - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 47 372 353 27 15 27 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 380 0 - 0 832 367 Stage 1 - - - - 367 - Stage 2 - - - - 465 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1178 - - - 339 678 Stage 1 - - - - 701 - Stage 2 - - - - 632 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1178 - - - 322 678 Mov Capacity-2 Maneuver - - - - 322 - Stage 1 - - - - 701 - Stage 2 - - - - 600 - Approach EB WB SB HCM Control Delay, s 0.9 0 12.7 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1178 - - - 322 678 HCM Lane V/C Ratio 0.04 - - - 0.047 0.04 HCM Control Delay (s) 8.182 0 - - 16.7 10.5 HCM Lane LOS A A C B HCM 95th %tile Q(veh) 0.124 - - - 0.148 0.125 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 57 HCM 2010 TWSC 4: Vine & Site Access Short Total AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.5 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 4 217 341 2 8 13 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 5 255 401 2 9 15 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 404 0 - 0 667 402 Stage 1 - - - - 402 - Stage 2 - - - - 265 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1155 - - - 424 648 Stage 1 - - - - 676 - Stage 2 - - - - 779 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1155 - - - 422 648 Mov Capacity-2 Maneuver - - - - 422 - Stage 1 - - - - 676 - Stage 2 - - - - 775 - Approach EB WB SB HCM Control Delay, s 0.1 0 12 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1155 - - - 538 HCM Lane V/C Ratio 0.004 - - - 0.046 HCM Control Delay (s) 8.13 0 - - 12 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.012 - - - 0.144 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 58 HCM 2010 TWSC 4: Vine & Site Access Short Total PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 15 380 342 8 5 8 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 18 447 402 9 6 9 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 412 0 - 0 889 407 Stage 1 - - - - 407 - Stage 2 - - - - 482 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1147 - - - 314 644 Stage 1 - - - - 672 - Stage 2 - - - - 621 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1147 - - - 307 644 Mov Capacity-2 Maneuver - - - - 307 - Stage 1 - - - - 672 - Stage 2 - - - - 608 - Approach EB WB SB HCM Control Delay, s 0.3 0 13.2 HCM LOS B Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1147 - - - 453 HCM Lane V/C Ratio 0.015 - - - 0.034 HCM Control Delay (s) 8.188 0 - - 13.2 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.047 - - - 0.105 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 59 HCM Signalized Intersection Capacity Analysis 127: Lemay & Vine Short Total AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 23 117 72 135 205 121 36 360 48 52 651 44 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 0.99 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.94 1.00 0.94 0.99 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 Satd. Flow (prot) 1770 1939 1770 1941 1884 1962 Flt Permitted 0.19 1.00 0.46 1.00 0.89 0.93 Satd. Flow (perm) 361 1939 858 1941 1685 1839 Peak-hour factor, PHF 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 Adj. Flow (vph) 27 138 85 159 241 142 42 424 56 61 766 52 RTOR Reduction (vph) 0 19 0 0 19 0040020 Lane Group Flow (vph) 27 204 0 159 364 0 0 518 0 0 877 0 Confl. Peds. (#/hr) 1 1 Confl. Bikes (#/hr) 1 9 3 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 26.8 26.8 26.8 26.8 72.7 73.2 Effective Green, g (s) 27.8 27.8 27.8 27.8 73.7 74.2 Actuated g/C Ratio 0.25 0.25 0.25 0.25 0.67 0.67 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 91 490 216 490 1128 1240 v/s Ratio Prot 0.10 c0.19 v/s Ratio Perm 0.07 0.19 0.31 c0.48 v/c Ratio 0.30 0.42 0.74 0.74 0.46 0.71 Uniform Delay, d1 33.2 34.3 37.7 37.8 8.6 11.1 Progression Factor 1.00 1.00 1.00 1.00 0.55 1.00 Incremental Delay, d2 5.1 1.6 16.5 8.0 1.3 3.4 Delay (s) 38.3 35.9 54.2 45.9 6.1 14.6 Level of Service D D D D A B Approach Delay (s) 36.2 48.3 6.1 14.6 Approach LOS D D A B Intersection Summary HCM 2000 Control Delay 23.3 HCM 2000 Level of Service C HCM 2000 Volume to Capacity ratio 0.72 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 85.1% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 60 Timing Report, Sorted By Phase 127: Lemay & Vine Short Total AM City of Fort Collins Signal Timing 8:00 am 3/6/2008 Final Timings - 2009 Synchro 8 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 81 29 81 29 Maximum Split (%) 73.6% 26.4% 73.6% 26.4% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 76 47 76 47 End Time (s) 47 76 47 76 Yield/Force Off (s) 42.5 70.5 42 70.5 Yield/Force Off 170(s) 32.5 60.5 32 60.5 Local Start Time (s) 29 0 29 0 Local Yield (s) 105.5 23.5 105 23.5 Local Yield 170(s) 95.5 13.5 95 13.5 Intersection Summary Cycle Length 110 Control Type Actuated-Coordinated Natural Cycle 60 Offset: 47 (43%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine 61 HCM Signalized Intersection Capacity Analysis 127: Lemay & Vine Short Total PM City of Fort Collins Signal Timing 5:00 pm 2/12/2009 Synchro 8 Light Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 55 258 90 106 175 162 97 817 154 98 621 36 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 16 12 12 16 8 12 13 12 12 14 12 Total Lost time (s) 4.5 4.5 4.5 4.5 4.0 3.5 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Frpb, ped/bikes 1.00 1.00 1.00 0.99 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.96 1.00 0.93 0.98 0.99 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99 Satd. Flow (prot) 1770 1986 1770 1909 1871 1958 Flt Permitted 0.23 1.00 0.21 1.00 0.86 0.74 Satd. Flow (perm) 436 1986 400 1909 1618 1453 Peak-hour factor, PHF 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Adj. Flow (vph) 58 272 95 112 184 171 102 860 162 103 654 38 RTOR Reduction (vph) 0 10 0 0 28 0050020 Lane Group Flow (vph) 58 357 0 112 327 0 0 1119 0 0 793 0 Confl. Peds. (#/hr) 3 1 1 3 Confl. Bikes (#/hr) 1 7 2 Heavy Vehicles (%) 2% 5% 2% 2% 5% 2% 2% 2% 2% 2% 2% 2% Turn Type Perm NA Perm NA Perm NA Perm NA Protected Phases 4862 Permitted Phases 4862 Actuated Green, G (s) 29.5 29.5 29.5 29.5 80.0 80.5 Effective Green, g (s) 30.5 30.5 30.5 30.5 81.0 81.5 Actuated g/C Ratio 0.25 0.25 0.25 0.25 0.68 0.68 Clearance Time (s) 5.5 5.5 5.5 5.5 5.0 4.5 Vehicle Extension (s) 6.0 6.0 6.0 6.0 6.0 6.0 Lane Grp Cap (vph) 110 504 101 485 1092 986 v/s Ratio Prot 0.18 0.17 v/s Ratio Perm 0.13 c0.28 c0.69 0.55 v/c Ratio 0.53 0.71 1.11 0.68 1.02 0.80 Uniform Delay, d1 38.5 40.7 44.8 40.3 19.5 13.6 Progression Factor 1.00 1.00 1.00 1.00 1.02 1.00 Incremental Delay, d2 11.0 6.6 121.9 5.7 31.9 7.0 Delay (s) 49.5 47.3 166.7 46.0 51.8 20.6 Level of Service D D F D D C Approach Delay (s) 47.6 74.9 51.8 20.6 Approach LOS D E D C Intersection Summary HCM 2000 Control Delay 46.2 HCM 2000 Level of Service D HCM 2000 Volume to Capacity ratio 1.05 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.5 Intersection Capacity Utilization 106.3% ICU Level of Service G Analysis Period (min) 15 c Critical Lane Group 62 Timing Report, Sorted By Phase 127: Lemay & Vine Short Total PM City of Fort Collins Signal Timing 5:00 pm 2/12/2009 Synchro 8 Light Report Page 2 Phase Number 2468 Movement SBTL EBTL NBTL WBTL Lead/Lag Lead-Lag Optimize Recall Mode C-Min None C-Min None Maximum Split (s) 85 35 85 35 Maximum Split (%) 70.8% 29.2% 70.8% 29.2% Minimum Split (s) 21.5 22.5 22 22.5 Yellow Time (s) 3.5 4 3.5 4.5 All-Red Time (s) 1 1.5 1.5 1 Minimum Initial (s) 7777 Vehicle Extension (s) 6666 Minimum Gap (s) 3333 Time Before Reduce (s) 0000 Time To Reduce (s) 0000 Walk Time (s) 7777 Flash Dont Walk (s) 10 10 10 10 Dual Entry Yes Yes Yes Yes Inhibit Max Yes Yes Yes Yes Start Time (s) 48 13 48 13 End Time (s) 13 48 13 48 Yield/Force Off (s) 8.5 42.5 8 42.5 Yield/Force Off 170(s) 118.5 32.5 118 32.5 Local Start Time (s) 35 0 35 0 Local Yield (s) 115.5 29.5 115 29.5 Local Yield 170(s) 105.5 19.5 105 19.5 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 75 Offset: 13 (11%), Referenced to phase 2:SBTL and 6:NBTL, Start of Red Splits and Phases: 127: Lemay & Vine 63 HCM 2010 TWSC 5: Timberline & New Vine Short Total AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 8 21 11 156 324 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 150 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 25 13 184 381 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 593 384 386 0 - 0 Stage 1 384 - - - - - Stage 2 209 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 468 664 1172 - - - Stage 1 688 - - - - - Stage 2 826 - - - - - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 463 664 1172 - - - Mov Capacity-2 Maneuver 463 - - - - - Stage 1 688 - - - - - Stage 2 817 - - - - - Approach EB NB SB HCM Control Delay, s 11.2 0.5 0 HCM LOS B Minor Lane / Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1172 - 463 664 - - HCM Lane V/C Ratio 0.011 - 0.02 0.037 - - HCM Control Delay (s) 8.106 - 12.9 10.6 - - HCM Lane LOS A B B HCM 95th %tile Q(veh) 0.033 - 0.062 0.116 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 64 HCM 2010 TWSC 5: Timberline & New Vine Short Total PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 5 13 19 195 202 10 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 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 15 22 229 238 12 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 518 244 249 0 - 0 Stage 1 244 - - - - - Stage 2 274 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 518 795 1317 - - - Stage 1 797 - - - - - Stage 2 772 - - - - - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 509 795 1317 - - - Mov Capacity-2 Maneuver 509 - - - - - Stage 1 797 - - - - - Stage 2 759 - - - - - Approach EB NB SB HCM Control Delay, s 10.3 0.7 0 HCM LOS B Minor Lane / Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1317 - 509 795 - - HCM Lane V/C Ratio 0.017 - 0.012 0.019 - - HCM Control Delay (s) 7.781 - 12.2 9.6 - - HCM Lane LOS A B A HCM 95th %tile Q(veh) 0.052 - 0.035 0.059 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 65 HCM 2010 TWSC 6: Merganser & New Vine Short Total AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 7.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 03041409711270 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 040515011813320 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 6004003319426174 Stage 1 ------44-1313- Stage 2 ------2915-134- Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1615 - - 1618 - - 974 875 1080 984 877 1080 Stage 1 ------ 1018 892 - 1007 885 - Stage 2 ------ 988 883- 1007 892 - Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 1615 - - 1618 - - 945 872 1080 965 874 1080 Mov Capacity-2 Maneuver ------ 945 872- 965 874- Stage 1 ------ 1018 892 - 1007 882 - Stage 2 ------ 949 880- 987 892- Approach EB WB NB SB HCM Control Delay, s 0 3.2 8.9 9.1 HCM LOS A A Minor Lane / Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 0 952 1615 - - 1618 - - 965 884 HCM Lane V/C Ratio + 0.02 - - - 0.003 - - 0.009 0.041 HCM Control Delay (s) 0 8.9 0 - - 7.231 - - 8.8 9.2 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) + 0.06 0 - - 0.009 - - 0.027 0.127 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 66 HCM 2010 TWSC 6: Merganser & New Vine Short Total PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 7.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 020731303048180 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 222222222222 Mvmt Flow 020841503559210 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 19 0020040372503011 Stage 1 ------22-2828- Stage 2 ------3835-222- Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1597 - - 1620 - - 964 855 1082 950 863 1070 Stage 1 ------ 1021 894 - 989 872 - Stage 2 ------ 977 866- 996 894- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 1597 - - 1620 - - 942 851 1082 912 859 1070 Mov Capacity-2 Maneuver ------ 942 851- 912 859- Stage 1 ------ 1021 894 - 989 868 - Stage 2 ------ 948 862- 953 894- Approach EB WB NB SB HCM Control Delay, s 0 2.2 9.3 9.2 HCM LOS A A Minor Lane / Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 0 873 1597 - - 1620 - - 912 865 HCM Lane V/C Ratio + 0.046 - - - 0.005 - - 0.007 0.028 HCM Control Delay (s) 0 9.3 0 - - 7.234 - - 9 9.3 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) + 0.144 0 - - 0.015 - - 0.021 0.087 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 67 HCM 2010 TWSC 7: Timberline & Site Access Short Total AM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.8 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 6 24 8 156 304 2 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 - 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 7 28 9 184 358 2 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 561 359 360 0 - 0 Stage 1 359 - - - - - Stage 2 202 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 489 685 1199 - - - Stage 1 707 - - - - - Stage 2 832 - - - - - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 485 685 1199 - - - Mov Capacity-2 Maneuver 485 - - - - - Stage 1 707 - - - - - Stage 2 826 - - - - - Approach EB NB SB HCM Control Delay, s 11 0.4 0 HCM LOS B Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1199 - 633 - - HCM Lane V/C Ratio 0.008 - 0.056 - - HCM Control Delay (s) 8.026 - 11 - - HCM Lane LOS A B HCM 95th %tile Q(veh) 0.024 - 0.177 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 68 HCM 2010 TWSC 7: Timberline & Site Access Short Total PM Synchro 8 Light Report JMD Intersection Intersection Delay, s/veh 0.9 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 3 15 27 173 197 6 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 - 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 4 18 32 204 232 7 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 502 235 239 0 - 0 Stage 1 235 - - - - - Stage 2 267 - - - - - Follow-up Headway 3.518 3.318 2.218 - - - Pot Capacity-1 Maneuver 529 804 1328 - - - Stage 1 804 - - - - - Stage 2 778 - - - - - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 516 804 1328 - - - Mov Capacity-2 Maneuver 516 - - - - - Stage 1 804 - - - - - Stage 2 759 - - - - - Approach EB NB SB HCM Control Delay, s 10 1 0 HCM LOS B Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1328 - 736 - - HCM Lane V/C Ratio 0.024 - 0.029 - - HCM Control Delay (s) 7.777 - 10 - - HCM Lane LOS A B HCM 95th %tile Q(veh) 0.073 - 0.089 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 69 APPENDIX H 70 HCM 2010 Signalized Intersection Summary 5: Timberline & New Vine Long Total AM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 115 120 130 110 145 95 135 200 75 75 470 145 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 111111121121 Cap, veh/h 265 226 192 284 221 188 537 1960 833 709 1880 799 Arrive On Green 0.08 0.12 0.00 0.08 0.12 0.00 0.06 0.53 0.53 0.04 0.50 0.50 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 3725 1583 1774 3725 1583 Grp Volume(v), veh/h 125 130 0 120 158 -9 147 217 25 82 511 73 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 5.6 6.1 0.0 5.4 7.6 0.0 3.5 2.7 0.7 2.1 7.3 2.2 Cycle Q Clear(g_c), s 5.6 6.1 0.0 5.4 7.6 0.0 3.5 2.7 0.7 2.1 7.3 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 265 226 192 284 221 188 537 1960 833 709 1880 799 V/C Ratio(X) 0.47 0.58 0.00 0.42 0.71 -0.05 0.27 0.11 0.03 0.12 0.27 0.09 Avail Cap(c_a), veh/h 371 540 459 394 540 459 754 1960 833 812 1880 799 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 32.3 38.7 0.0 32.5 39.5 0.0 9.3 11.1 10.6 10.2 13.2 12.0 Incr Delay (d2), s/veh 1.3 2.3 0.0 1.0 4.3 0.0 0.3 0.1 0.1 0.1 0.4 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 Back of Q (50%), veh/ln 2.6 3.0 0.0 2.4 3.9 0.0 1.4 1.2 0.3 0.8 3.4 0.8 Lane Grp Delay (d), s/veh 33.6 41.0 0.0 33.5 43.8 0.0 9.5 11.2 10.7 10.2 13.6 12.2 Lane Grp LOS C D C D ABBBBB Approach Vol, veh/h 255 269 389 666 Approach Delay, s/veh 37.4 40.6 10.5 13.0 Approach LOS D D B B Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 12.5 17.3 12.2 17.1 10.6 55.0 8.6 53.0 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 13.0 27.0 13.0 27.0 17.0 49.0 9.0 41.0 Max Q Clear Time (g_c+I1), s 7.6 8.1 7.4 9.6 5.5 4.7 4.1 9.3 Green Ext Time (p_c), s 0.1 1.5 0.1 1.5 0.3 6.1 0.1 5.9 Intersection Summary HCM 2010 Ctrl Delay 21.1 HCM 2010 LOS C Notes 71 Timing Report, Sorted By Phase 5: Timberline & New Vine Long Total AM Synchro 8 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 14 55 18 33 22 47 18 33 Maximum Split (%) 11.7% 45.8% 15.0% 27.5% 18.3% 39.2% 15.0% 27.5% Minimum Split (s) 9 22 9 22 9 22 9 22 Yellow Time (s) 44444444 All-Red Time (s) 12121212 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) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 98 112 47 65 98 0 47 65 End Time (s) 112 47 65 98 0 47 65 98 Yield/Force Off (s) 107 41 60 92 115 41 60 92 Yield/Force Off 170(s) 107 30 60 81 115 30 60 81 Local Start Time (s) 98 112 47 65 98 0 47 65 Local Yield (s) 107 41 60 92 115 41 60 92 Local Yield 170(s) 107 30 60 81 115 30 60 81 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Timberline & New Vine 72 HCM 2010 Signalized Intersection Summary 5: Timberline & New Vine Long Total PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 190 165 145 90 135 70 170 435 140 110 265 135 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 111111121121 Cap, veh/h 352 324 276 302 223 190 611 1638 696 501 1553 660 Arrive On Green 0.12 0.17 0.17 0.06 0.12 0.00 0.08 0.44 0.44 0.06 0.42 0.42 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 3725 1583 1774 3725 1583 Grp Volume(v), veh/h 207 179 30 98 147 0 185 473 67 120 288 58 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 7.7 7.4 1.3 4.0 6.3 0.0 4.7 6.9 2.1 3.2 4.1 1.9 Cycle Q Clear(g_c), s 7.7 7.4 1.3 4.0 6.3 0.0 4.7 6.9 2.1 3.2 4.1 1.9 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 352 324 276 302 223 190 611 1638 696 501 1553 660 V/C Ratio(X) 0.59 0.55 0.11 0.32 0.66 0.00 0.30 0.29 0.10 0.24 0.19 0.09 Avail Cap(c_a), veh/h 604 819 696 397 553 470 844 1638 696 689 1553 660 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 23.7 31.8 29.3 29.6 35.4 0.0 11.0 15.1 13.8 12.5 15.5 14.9 Incr Delay (d2), s/veh 1.6 1.5 0.2 0.6 3.3 0.0 0.3 0.4 0.3 0.2 0.3 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 Back of Q (50%), veh/ln 3.4 3.6 0.5 1.8 3.2 0.0 1.9 3.1 0.8 1.3 1.9 0.7 Lane Grp Delay (d), s/veh 25.2 33.2 29.4 30.3 38.7 0.0 11.3 15.6 14.1 12.8 15.8 15.1 Lane Grp LOS CCCCD BBBBBB Approach Vol, veh/h 416 245 725 466 Approach Delay, s/veh 29.0 35.3 14.3 14.9 Approach LOS C D B B Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 15.0 20.7 10.5 16.1 12.0 43.0 10.0 41.1 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 22.0 37.0 10.0 25.0 18.0 37.0 14.0 33.0 Max Q Clear Time (g_c+I1), s 9.7 9.4 6.0 8.3 6.7 8.9 5.2 6.1 Green Ext Time (p_c), s 0.4 2.0 0.1 1.8 0.4 6.1 0.2 6.0 Intersection Summary HCM 2010 Ctrl Delay 20.5 HCM 2010 LOS C Notes 73 Timing Report, Sorted By Phase 5: Timberline & New Vine Long Total PM Synchro 8 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 19 43 15 43 23 39 27 31 Maximum Split (%) 15.8% 35.8% 12.5% 35.8% 19.2% 32.5% 22.5% 25.8% Minimum Split (s) 9 22 9 22 9 22 9 22 Yellow Time (s) 44444444 All-Red Time (s) 12121212 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) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 97 116 39 54 97 0 39 66 End Time (s) 116 39 54 97 0 39 66 97 Yield/Force Off (s) 111 33 49 91 115 33 61 91 Yield/Force Off 170(s) 111 22 49 80 115 22 61 80 Local Start Time (s) 97 116 39 54 97 0 39 66 Local Yield (s) 111 33 49 91 115 33 61 91 Local Yield 170(s) 111 22 49 80 115 22 61 80 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 5: Timberline & New Vine 74 HCM 2010 TWSC 6: Merganser & New Vine Long Total AM Synchro 8 Light Report Intersection Intersection Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 270 5 20 395 15 10 0 40 55 0 40 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 222222222222 Mvmt Flow 22 293 5 22 429 16 11 0 43 60 0 43 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 446 0 0 299 0 0 843 829 296 842 823 438 Stage 1 ------ 340 340- 481 481- Stage 2 ------ 503 489- 361 342- Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1114 - - 1262 - - 284 306 743 284 309 619 Stage 1 ------ 675 639- 566 554- Stage 2 ------ 551 549- 657 638- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 1114 - - 1262 - - 257 295 743 260 298 619 Mov Capacity-2 Maneuver ------ 257 295- 260 298- Stage 1 ------ 662 626- 555 544- Stage 2 ------ 503 539- 606 625- Approach EB WB NB SB HCM Control Delay, s 0.6 0.4 12.1 17.3 HCM LOS B C Minor Lane / Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 257 649 1114 - - 1262 - - 260 432 HCM Lane V/C Ratio 0.028 0.073 0.02 - - 0.017 - - 0.153 0.147 HCM Control Delay (s) 19.4 11 8.296 - - 7.903 - - 21.3 14.8 HCM Lane LOS C B A A C B HCM 95th %tile Q(veh) 0.087 0.234 0.06 - - 0.053 - - 0.533 0.51 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 75 HCM 2010 TWSC 6: Merganser & New Vine Long Total PM Synchro 8 Light Report Intersection Intersection Delay, s/veh 2.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 65 445 15 45 315 45 10 0 25 30 0 25 Conflicting Peds, #/hr 000000000000 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 200 - - 200 - - 200 - - 200 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 92 92 92 92 92 92 92 92 92 92 92 92 Heavy Vehicles, % 222222222222 Mvmt Flow 71 484 16 49 342 49 11 0 27 33 0 27 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 391 0 0 500 0 0 1111 1122 492 1112 1106 367 Stage 1 ------ 633 633- 465 465- Stage 2 ------ 478 489- 647 641- Follow-up Headway 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Capacity-1 Maneuver 1168 - - 1064 - - 186 206 577 186 210 678 Stage 1 ------ 468 473- 578 563- Stage 2 ------ 568 549- 460 469- Time blocked-Platoon, % - - - - Mov Capacity-1 Maneuver 1168 - - 1064 - - 164 185 577 163 188 678 Mov Capacity-2 Maneuver ------ 164 185- 163 188- Stage 1 ------ 440 444- 543 537- Stage 2 ------ 520 524- 412 440- Approach EB WB NB SB HCM Control Delay, s 1 0.9 16.4 21.5 HCM LOS C C Minor Lane / Major Mvmt NBLn1 NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 164 445 1168 - - 1064 - - 163 356 HCM Lane V/C Ratio 0.044 0.069 0.06 - - 0.046 - - 0.133 0.107 HCM Control Delay (s) 28 13.7 8.281 - - 8.546 - - 30.5 16.3 HCM Lane LOS D B A A D C HCM 95th %tile Q(veh) 0.138 0.222 0.193 - - 0.144 - - 0.45 0.356 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 76 HCM 2010 Signalized Intersection Summary 10: Lemay & New Vine Long Total AM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 245 50 160 270 30 115 395 30 25 890 30 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 111111121121 Cap, veh/h 187 339 288 268 454 386 336 2005 852 540 1902 808 Arrive On Green 0.01 0.18 0.18 0.09 0.24 0.24 0.05 0.54 0.54 0.02 0.51 0.51 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 3725 1583 1774 3725 1583 Grp Volume(v), veh/h 11 266 54 174 293 33 125 429 33 27 967 33 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 0.6 16.0 3.4 8.3 16.5 1.9 3.6 7.0 1.2 0.8 20.1 1.2 Cycle Q Clear(g_c), s 0.6 16.0 3.4 8.3 16.5 1.9 3.6 7.0 1.2 0.8 20.1 1.2 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 187 339 288 268 454 386 336 2005 852 540 1902 808 V/C Ratio(X) 0.06 0.79 0.19 0.65 0.65 0.09 0.37 0.21 0.04 0.05 0.51 0.04 Avail Cap(c_a), veh/h 230 541 460 337 684 582 403 2005 852 565 1902 808 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 38.8 45.7 40.6 30.7 39.7 34.2 13.6 14.1 12.7 13.2 18.9 14.3 Incr Delay (d2), s/veh 0.1 4.0 0.3 3.0 1.5 0.1 0.7 0.2 0.1 0.0 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 Back of Q (50%), veh/ln 0.3 8.0 1.4 3.9 8.1 0.8 1.6 3.3 0.5 0.4 9.4 0.5 Lane Grp Delay (d), s/veh 38.9 49.7 40.9 33.7 41.3 34.3 14.2 14.3 12.8 13.2 19.9 14.4 Lane Grp LOS DDDCDCBBBBBB Approach Vol, veh/h 331 500 587 1027 Approach Delay, s/veh 47.9 38.2 14.2 19.6 Approach LOS D D B B Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 7.2 27.3 14.4 34.5 9.6 69.0 6.3 65.7 Change Period (Y+Rc), s 6.0 6.0 4.0 6.0 4.0 6.0 4.0 6.0 Max Green Setting (Gmax), s 4.0 34.0 15.0 43.0 10.0 63.0 4.0 57.0 Max Q Clear Time (g_c+I1), s 2.6 18.0 10.3 18.5 5.6 9.0 2.8 22.1 Green Ext Time (p_c), s 0.0 3.3 0.2 3.8 0.1 14.9 0.0 13.3 Intersection Summary HCM 2010 Ctrl Delay 25.9 HCM 2010 LOS C Notes 77 Timing Report, Sorted By Phase 10: Lemay & New Vine Long Total AM Synchro 8 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 8 69 19 40 14 63 10 49 Maximum Split (%) 5.9% 50.7% 14.0% 29.4% 10.3% 46.3% 7.4% 36.0% Minimum Split (s) 8 22 8 22 8 22 10 22 Yellow Time (s) 3.5 4 3.5 4 3.5 4 4 4 All-Red Time (s) 0.5 2 0.5 2 0.5 2 2 2 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) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 114 122 55 74 114 128 55 65 End Time (s) 122 55 74 114 128 55 65 114 Yield/Force Off (s) 118 49 70 108 124 49 59 108 Yield/Force Off 170(s) 118 38 70 97 124 38 59 97 Local Start Time (s) 122 130 63 82 122 0 63 73 Local Yield (s) 126 57 78 116 132 57 67 116 Local Yield 170(s) 126 46 78 105 132 46 67 105 Intersection Summary Cycle Length 136 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 128 (94%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 10: Lemay & New Vine 78 HCM 2010 Signalized Intersection Summary 10: New Vine & lemay Long Total PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 375 70 75 270 30 90 885 150 25 665 15 Number 7 4 14 3 8 18 5 2 12 1 6 16 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 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 Lanes 111111121121 Cap, veh/h 274 495 421 205 538 457 362 1710 727 240 1619 688 Arrive On Green 0.02 0.27 0.27 0.05 0.29 0.29 0.05 0.46 0.46 0.02 0.43 0.43 Sat Flow, veh/h 1774 1863 1583 1774 1863 1583 1774 3725 1583 1774 3725 1583 Grp Volume(v), veh/h 33 408 76 82 293 33 98 962 163 27 723 16 Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 1863 1583 1774 1863 1583 1774 1863 1583 Q Serve(g_s), s 1.4 21.8 3.9 3.4 14.1 1.6 3.1 19.9 6.6 0.9 14.4 0.6 Cycle Q Clear(g_c), s 1.4 21.8 3.9 3.4 14.1 1.6 3.1 19.9 6.6 0.9 14.4 0.6 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 274 495 421 205 538 457 362 1710 727 240 1619 688 V/C Ratio(X) 0.12 0.82 0.18 0.40 0.54 0.07 0.27 0.56 0.22 0.11 0.45 0.02 Avail Cap(c_a), veh/h 299 704 598 223 739 628 382 1710 727 270 1619 688 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 27.9 36.5 30.0 27.6 31.8 27.3 15.3 20.9 17.3 17.5 21.0 17.1 Incr Delay (d2), s/veh 0.2 5.4 0.2 1.3 0.9 0.1 0.4 1.3 0.7 0.2 0.9 0.1 Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile Back of Q (50%), veh/ln 0.6 10.9 1.6 1.6 6.7 0.6 1.3 9.4 2.7 0.4 6.7 0.2 Lane Grp Delay (d), s/veh 28.1 42.0 30.2 28.8 32.6 27.4 15.7 22.2 18.0 17.7 21.9 17.2 Lane Grp LOS CDCCCCBCBBCB Approach Vol, veh/h 517 408 1223 766 Approach Delay, s/veh 39.4 31.4 21.1 21.7 Approach LOS DCCC Timer Assigned Phs 7 4 3 8 5 2 1 6 Phs Duration (G+Y+Rc), s 7.5 34.1 9.9 36.6 9.8 54.6 7.2 52.0 Change Period (Y+Rc), s 5.0 6.0 5.0 6.0 5.0 6.0 5.0 6.0 Max Green Setting (Gmax), s 4.0 40.0 6.0 42.0 6.0 48.0 4.0 46.0 Max Q Clear Time (g_c+I1), s 3.4 23.8 5.4 16.1 5.1 21.9 2.9 16.4 Green Ext Time (p_c), s 0.0 4.3 0.0 5.1 0.0 15.0 0.0 16.1 Intersection Summary HCM 2010 Ctrl Delay 25.9 HCM 2010 LOS C Notes 79 Timing Report, Sorted By Phase 10: New Vine & lemay Long Total PM Synchro 8 Light Report Phase Number 12345678 Movement SBL NBTL WBL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead-Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None C-Max None None None C-Max None None Maximum Split (s) 9 54 11 46 11 52 9 48 Maximum Split (%) 7.5% 45.0% 9.2% 38.3% 9.2% 43.3% 7.5% 40.0% Minimum Split (s) 9 22 9 22 9 22 9 22 Yellow Time (s) 44444444 All-Red Time (s) 12121212 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) 5555 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 109 118 52 63 109 0 52 61 End Time (s) 118 52 63 109 0 52 61 109 Yield/Force Off (s) 113 46 58 103 115 46 56 103 Yield/Force Off 170(s) 113 35 58 92 115 35 56 92 Local Start Time (s) 109 118 52 63 109 0 52 61 Local Yield (s) 113 46 58 103 115 46 56 103 Local Yield 170(s) 113 35 58 92 115 35 56 92 Intersection Summary Cycle Length 120 Control Type Actuated-Coordinated Natural Cycle 65 Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green Splits and Phases: 10: New Vine & lemay 80 HCM 2010 TWSC 3: Vine & Merganser Long Total AM Synchro 8 Light Report Intersection Intersection Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 5 5 10 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 - - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 5 11 0 0 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 11 0 - 0 27 11 Stage 1 - - - - 11 - Stage 2 - - - - 16 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1608 - - - 988 1070 Stage 1 - - - - 1012 - Stage 2 - - - - 1007 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1608 - - - 985 1070 Mov Capacity-2 Maneuver - - - - 985 - Stage 1 - - - - 1012 - Stage 2 - - - - 1004 - Approach EB WB SB HCM Control Delay, s 3.6 0 8.4 HCM LOS A Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1608 - - - 0 1070 HCM Lane V/C Ratio 0.003 - - - + 0.01 HCM Control Delay (s) 7.246 0 - - 0 8.4 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0.01 - - - + 0.031 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 81 HCM 2010 TWSC 3: Vine & Merganser Long Total PM Synchro 8 Light Report Intersection Intersection Delay, s/veh 4.3 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 15 10 10 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 - - - - 100 0 Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 16 11 11 0 0 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 11 0 - 0 54 11 Stage 1 - - - - 11 - Stage 2 - - - - 43 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1608 - - - 954 1070 Stage 1 - - - - 1012 - Stage 2 - - - - 979 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1608 - - - 944 1070 Mov Capacity-2 Maneuver - - - - 944 - Stage 1 - - - - 1012 - Stage 2 - - - - 969 - Approach EB WB SB HCM Control Delay, s 4.4 0 8.4 HCM LOS A Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 SBLn2 Capacity (veh/h) 1608 - - - 0 1070 HCM Lane V/C Ratio 0.01 - - - + 0.01 HCM Control Delay (s) 7.262 0 - - 0 8.4 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0.031 - - - + 0.031 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 82 HCM 2010 TWSC 4: Vine & Site Access Long Total AM Synchro 8 Light Report Intersection Intersection Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 5 10 20 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 - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 5 11 22 0 0 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 22 0 - 0 44 22 Stage 1 - - - - 22 - Stage 2 - - - - 22 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1593 - - - 967 1055 Stage 1 - - - - 1001 - Stage 2 - - - - 1001 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1593 - - - 964 1055 Mov Capacity-2 Maneuver - - - - 964 - Stage 1 - - - - 1001 - Stage 2 - - - - 998 - Approach EB WB SB HCM Control Delay, s 2.4 0 8.4 HCM LOS A Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1593 - - - 1055 HCM Lane V/C Ratio 0.003 - - - 0.01 HCM Control Delay (s) 7.268 0 - - 8.4 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.01 - - - 0.031 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 83 HCM 2010 TWSC 4: Vine & Site Access Long Total PM Synchro 8 Light Report Intersection Intersection Delay, s/veh 1.9 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 10 25 20 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 27 22 0 0 5 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 22 0 - 0 71 22 Stage 1 - - - - 22 - Stage 2 - - - - 49 - Follow-up Headway 2.218 - - - 3.518 3.318 Pot Capacity-1 Maneuver 1593 - - - 933 1055 Stage 1 - - - - 1001 - Stage 2 - - - - 973 - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 1593 - - - 926 1055 Mov Capacity-2 Maneuver - - - - 926 - Stage 1 - - - - 1001 - Stage 2 - - - - 966 - Approach EB WB SB HCM Control Delay, s 2.1 0 8.4 HCM LOS A Minor Lane / Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1593 - - - 1055 HCM Lane V/C Ratio 0.007 - - - 0.005 HCM Control Delay (s) 7.275 0 - - 8.4 HCM Lane LOS A A A HCM 95th %tile Q(veh) 0.021 - - - 0.016 Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 84 HCM 2010 TWSC 7: Timberline & Site Access Long Total AM Synchro 8 Light Report Intersection Intersection Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 54 0 446 696 5 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 921 351 701 0 - 0 Stage 1 698 - - - - - Stage 2 223 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 270 645 892 - - - Stage 1 455 - - - - - Stage 2 793 - - - - - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 270 645 892 - - - Mov Capacity-2 Maneuver 270 - - - - - Stage 1 455 - - - - - Stage 2 793 - - - - - Approach EB NB SB HCM Control Delay, s 11.1 0 0 HCM LOS B Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 892 - 645 - - HCM Lane V/C Ratio - - 0.084 - - HCM Control Delay (s) 0 - 11.1 - - HCM Lane LOS A B HCM 95th %tile Q(veh) 0 - 0.275 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 85 HCM 2010 TWSC 7: Timberline & Site Access Long Total PM Synchro 8 Light Report Intersection Intersection Delay, s/veh 0.2 Movement EBL EBR NBL NBT SBT SBR Vol, veh/h 0 30 0 695 480 10 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 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 0 33 0 755 522 11 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 905 266 533 0 - 0 Stage 1 527 - - - - - Stage 2 378 - - - - - Follow-up Headway 3.52 3.32 2.22 - - - Pot Capacity-1 Maneuver 276 732 1031 - - - Stage 1 557 - - - - - Stage 2 663 - - - - - Time blocked-Platoon, % - - - Mov Capacity-1 Maneuver 276 732 1031 - - - Mov Capacity-2 Maneuver 276 - - - - - Stage 1 557 - - - - - Stage 2 663 - - - - - Approach EB NB SB HCM Control Delay, s 10.1 0 0 HCM LOS B Minor Lane / Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1031 - 732 - - HCM Lane V/C Ratio - - 0.045 - - HCM Control Delay (s) 0 - 10.1 - - HCM Lane LOS A B HCM 95th %tile Q(veh) 0 - 0.14 - - Notes ~ : Volume Exceeds Capacity; $ : Delay Exceeds 300 Seconds; Error : Computation Not Defined 86 APPENDIX I 87 BURLINGTON NORTHERN RAILROAD SCALE: 1"=2000' PEDESTRAIN INFLUENCE AREA DELICH ASSOCIATES Vine Drive Timberline Road Mountain Vista Mulberry Road Lemay Avenue 1 2 88 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 89 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 90