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HomeMy WebLinkAboutREGENCY LAKEVIEW - PDP & APU - PDP120013 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY (3)APPENDIX A 1 2 3 4 5 APPENDIX B 6 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3-8-12 Observer: Joseph Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Drake S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Drake Westbound: Drake 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 17 139 14 170 19 91 24 134 304 36 123 26 185 30 147 19 196 381 685 7:45 35 194 26 255 25 115 26 166 421 46 146 21 213 37 187 32 256 469 890 8:00 33 163 23 219 27 112 34 173 392 42 132 15 189 23 142 27 192 381 773 8:15 21 137 20 178 26 107 27 160 338 48 107 12 167 21 137 23 181 348 686 7:30-8:30 106 633 83 822 97 425 111 633 1455 172 508 74 754 111 613 101 825 1579 3034 PHF 0.81 0.91 0.88 0.81 4:30 28 139 16 183 26 265 43 334 517 46 165 35 246 35 147 27 209 455 972 4:45 23 146 26 195 31 251 36 318 513 59 174 32 265 41 168 30 239 504 1017 5:00 25 158 31 214 27 276 58 361 575 53 181 29 263 49 171 24 244 507 1082 5:15 27 151 26 204 37 268 52 357 561 58 169 27 254 46 168 22 236 490 1051 4:30-5:30 103 594 99 796 121 1060 189 1370 2166 216 689 123 1028 171 654 103 928 1956 4122 PHF 0.93 0.95 0.97 0.95 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3-6-12 Observer: Carl Day: Tuesday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Scotch Pines-Church Access S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Scotch Pines Westbound: Church 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 8 244 0 252 0 180 18 198 450 11 0 7 18 0 0 0 0 18 468 7:45 9 257 1 267 0 130 0 130 397 4 0 6 10 0 0 2 2 12 409 8:00 10 160 0 170 0 131 8 139 309 11 0 4 15 0 0 0 0 15 324 8:15 13 190 1 204 0 117 14 131 335 3 0 6 9 1 0 0 1 10 345 7:30-8:30 40 851 2 893 0 558 40 598 1491 29 0 23 52 1 0 2 3 55 1546 PHF 0.84 0.76 0.72 0.38 4:30 23 178 0 201 0 298 37 335 536 9 0 23 32 0 0 0 0 32 568 4:45 12 159 0 171 1 229 32 262 433 11 0 26 37 0 0 0 0 37 470 5:00 13 174 0 187 0 305 23 328 515 10 0 23 33 0 0 0 0 33 548 5:15 27 166 0 193 1 309 30 340 533 6 0 27 33 0 0 0 0 33 566 4:30-5:30 75 677 0 752 2 1141 122 1265 2017 36 0 99 135 0 0 0 0 135 2152 PHF 0.94 0.93 0.91 n/a 8 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3-7-12 Observer: Carl Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Lemay/Church Access-Strachan S = straight L = left turn Time Northbound: Lemay Southbound: Lemay Total Eastbound: Strachan Westbound: Church 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 0 241 0 241 2 167 4 173 414 3 0 7 10 0 0 0 0 10 424 7:45 0 289 0 289 1 176 1 178 467 6 0 3 9 0 0 0 0 9 476 8:00 3 199 0 202 0 118 1 119 321 4 0 4 8 0 0 0 0 8 329 8:15 0 191 0 191 0 133 1 134 325 2 0 1 3 0 0 0 0 3 328 7:30-8:30 3 920 0 923 3 594 7 604 1527 15 0 15 30 0 0 0 0 30 1557 PHF 0.8 0.85 0.75 n/a 4:30 4 193 1 198 0 295 3 298 496 2 0 2 4 0 0 0 0 4 500 4:45 4 196 5 205 0 280 4 284 489 0 0 3 3 0 0 0 0 3 492 5:00 5 194 2 201 0 292 4 296 497 4 0 7 11 4 0 1 5 16 513 5:15 3 206 1 210 1 324 8 333 543 2 0 3 5 2 0 0 2 7 550 4:30-5:30 16 789 9 814 1 1191 19 1211 2025 8 0 15 23 6 0 1 7 30 2055 PHF 0.97 0.91 0.52 0.35 9 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3-7-12 Observer: Matt Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Drake/Driveway S = straight L = left turn Time Northbound: Driveway Southbound: Total Eastbound: Drake Westbound: Drake 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 1 1 0 1 202 0 202 0 214 214 416 417 7:45 0 0 0 0 0 216 1 217 0 246 246 463 463 8:00 0 2 2 0 2 128 3 131 3 194 197 328 330 8:15 0 0 0 0 0 129 3 132 1 157 158 290 290 7:30-8:30 0 0 3 3 0 0 0 0 3 0 675 7 682 4 811 0 815 1497 1500 PHF 0.38 n/a 0.79 0.83 4:30 0 0 0 0 0 214 6 220 2 226 228 448 448 4:45 4 4 8 0 8 196 7 203 18 213 231 434 442 5:00 5 7 12 0 12 203 9 212 5 237 242 454 466 5:15 1 3 4 0 4 226 2 228 1 251 252 480 484 4:30-5:30 10 0 14 24 0 0 0 0 24 0 839 24 863 26 927 0 953 1816 1840 PHF 0.5 n/a 0.95 0.95 10 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3-7-12 Observer: Sue Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Drake/Dorado S = straight L = left turn Time Northbound: Dorado Southbound: Total Eastbound: Drake Westbound: Drake 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 0 0 0 0 203 0 203 1 214 215 418 418 7:45 1 2 3 0 3 216 0 216 0 245 245 461 464 8:00 1 0 1 0 1 129 1 130 0 196 196 326 327 8:15 4 0 4 0 4 127 2 129 0 154 154 283 287 7:30-8:30 6 0 2 8 0 0 0 0 8 0 675 3 678 1 809 0 810 1488 1496 PHF 0.5 n/a 0.78 0.83 4:30 0 0 0 0 0 214 0 214 0 228 228 442 442 4:45 1 0 1 0 1 199 1 200 1 230 231 431 432 5:00 0 2 2 0 2 207 3 210 0 242 242 452 454 5:15 0 1 1 0 1 229 0 229 1 252 253 482 483 4:30-5:30 1 0 3 4 0 0 0 0 4 0 849 4 853 2 952 0 954 1807 1811 PHF 0.5 n/a 0.93 0.94 11 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3-8-12 Observer: Michael Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Drake/Brookwood (North Leg) S = straight L = left turn Time Northbound: Southbound: Brookwood Total Eastbound: Drake Westbound: Drake 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 12 26 26 3 201 204 221 2 223 427 453 7:45 0 7 14 21 21 4 229 233 243 5 248 481 502 8:00 0 5 13 18 18 2 138 140 204 3 207 347 365 8:15 0 5 5 10 10 4 125 129 148 7 155 284 294 7:30-8:30 0 0 0 0 31 0 44 75 75 13 693 0 706 0 816 17 833 1539 1614 PHF n/a 0.72 0.76 0.84 4:30 0 5 10 15 15 9 177 186 191 6 197 383 398 4:45 0 4 7 11 11 16 207 223 233 10 243 466 477 5:00 0 3 10 13 13 9 233 242 255 6 261 503 516 5:15 0 5 9 14 14 13 212 225 249 11 260 485 499 4:30-5:30 0 0 0 0 17 0 36 53 53 47 829 0 876 0 928 33 961 1837 1890 PHF n/a 0.88 0.9 0.92 12 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 3-8-12 Observer: Sue Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Drake/Brookwood (South Leg) S = straight L = left turn Time Northbound: Brookwood Southbound: Total Eastbound: Drake Westbound: Drake 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 10 9 19 0 19 210 5 215 0 213 213 428 447 7:45 4 13 17 0 17 234 2 236 3 244 247 483 500 8:00 4 8 12 0 12 137 6 143 2 203 205 348 360 8:15 2 7 9 0 9 127 3 130 1 153 154 284 293 7:30-8:30 20 0 37 57 0 0 0 0 57 0 708 16 724 6 813 0 819 1543 1600 PHF 0.75 n/a 0.77 0.83 4:30 2 4 6 0 6 171 11 182 8 195 203 385 391 4:45 12 1 13 0 13 204 7 211 5 231 236 447 460 5:00 3 2 5 0 5 228 8 236 8 258 266 502 507 5:15 4 7 11 0 11 212 5 217 8 256 264 481 492 4:30-5:30 21 0 14 35 0 0 0 0 35 0 815 31 846 29 940 0 969 1815 1850 PHF 0.67 n/a 0.9 0.91 13 APPENDIX C 14 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Recent AM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 172 512 73 112 618 102 110 658 84 98 419 111 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3464 1769 3539 1548 1651 3358 1652 3303 Flt Permitted 0.13 1.00 0.25 1.00 1.00 0.34 1.00 0.22 1.00 Satd. Flow (perm) 246 3464 464 3539 1548 598 3358 376 3303 Peak-hour factor, PHF 0.88 0.88 0.88 0.85 0.85 0.85 0.85 0.85 0.85 0.91 0.91 0.91 Adj. Flow (vph) 195 582 83 132 727 120 129 774 99 108 460 122 RTOR Reduction (vph) 0 11 0 0 0 90 0900210 Lane Group Flow (vph) 195 654 0 132 727 30 129 864 0 108 561 0 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 8 6 2 Actuated Green, G (s) 40.9 30.1 33.3 26.3 26.3 54.3 45.9 51.5 44.5 Effective Green, g (s) 42.1 31.1 35.3 27.3 27.3 56.3 46.9 53.5 45.5 Actuated g/C Ratio 0.38 0.28 0.32 0.25 0.25 0.51 0.43 0.49 0.41 Clearance Time (s) 4.0 6.0 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 258 979 244 878 384 396 1432 276 1366 v/s Ratio Prot c0.08 0.19 0.04 c0.21 c0.03 c0.26 c0.03 0.17 v/s Ratio Perm 0.21 0.13 0.02 0.14 0.16 v/c Ratio 0.76 0.67 0.54 0.83 0.08 0.33 0.60 0.39 0.41 Uniform Delay, d1 26.1 34.9 28.0 39.1 31.7 14.7 24.4 16.8 22.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 11.9 1.7 2.4 6.5 0.1 0.5 1.9 0.9 0.9 Delay (s) 38.0 36.6 30.4 45.6 31.8 15.2 26.3 17.7 23.7 Level of Service D D C D C B C B C Approach Delay (s) 36.9 41.9 24.8 22.8 Approach LOS DDCC Intersection Summary HCM Average Control Delay 32.1 HCM Level of Service C HCM Volume to Capacity ratio 0.66 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 14.0 Intersection Capacity Utilization 67.9% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group 15 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Recent PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 216 672 119 171 662 104 98 561 96 118 1020 189 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3448 1770 3539 1545 1652 3339 1651 3333 Flt Permitted 0.15 1.00 0.16 1.00 1.00 0.10 1.00 0.29 1.00 Satd. Flow (perm) 276 3448 298 3539 1545 179 3339 506 3333 Peak-hour factor, PHF 0.97 0.97 0.97 0.95 0.95 0.95 0.93 0.93 0.93 0.95 0.95 0.95 Adj. Flow (vph) 223 693 123 180 697 109 105 603 103 124 1074 199 RTOR Reduction (vph) 0 12 0 0 0 86 0 11 0 0 13 0 Lane Group Flow (vph) 223 804 0 180 697 23 105 695 0 124 1260 0 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 8 6 2 Actuated Green, G (s) 38.0 26.0 34.0 24.0 24.0 61.7 54.8 66.3 57.1 Effective Green, g (s) 40.0 27.0 36.0 25.0 25.0 63.7 55.8 68.3 58.1 Actuated g/C Ratio 0.33 0.22 0.30 0.21 0.21 0.53 0.46 0.57 0.48 Clearance Time (s) 4.0 6.0 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 254 776 224 737 322 192 1553 385 1614 v/s Ratio Prot c0.10 c0.23 0.07 0.20 c0.04 0.21 c0.03 c0.38 v/s Ratio Perm 0.20 0.17 0.01 0.25 0.16 v/c Ratio 0.88 1.04 0.80 0.95 0.07 0.55 0.45 0.32 0.78 Uniform Delay, d1 32.8 46.5 34.8 46.8 38.2 19.1 21.7 13.0 25.7 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 27.1 41.8 18.5 20.8 0.1 3.2 0.9 0.5 3.8 Delay (s) 59.8 88.3 53.3 67.6 38.3 22.2 22.6 13.5 29.5 Level of Service E F D E D C C B C Approach Delay (s) 82.2 61.7 22.6 28.1 Approach LOS F E C C Intersection Summary HCM Average Control Delay 48.2 HCM Level of Service D HCM Volume to Capacity ratio 0.83 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 86.6% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 16 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Timing adjustment Recent PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 216 672 119 171 662 104 98 561 96 118 1020 189 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3448 1769 3539 1546 1652 3339 1651 3333 Flt Permitted 0.13 1.00 0.14 1.00 1.00 0.08 1.00 0.27 1.00 Satd. Flow (perm) 243 3448 269 3539 1546 146 3339 475 3333 Peak-hour factor, PHF 0.97 0.97 0.97 0.95 0.95 0.95 0.93 0.93 0.93 0.95 0.95 0.95 Adj. Flow (vph) 223 693 123 180 697 109 105 603 103 124 1074 199 RTOR Reduction (vph) 0 12 0 0 0 84 0 11 0 0 13 0 Lane Group Flow (vph) 223 804 0 180 697 25 105 695 0 124 1260 0 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 8 6 2 Actuated Green, G (s) 43.7 30.2 36.7 26.7 26.7 57.2 50.3 62.4 52.9 Effective Green, g (s) 45.2 31.2 38.7 27.7 27.7 59.2 51.3 64.4 53.9 Actuated g/C Ratio 0.38 0.26 0.32 0.23 0.23 0.49 0.43 0.54 0.45 Clearance Time (s) 4.0 6.0 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 276 896 224 817 357 171 1427 358 1497 v/s Ratio Prot c0.10 c0.23 0.07 0.20 c0.04 0.21 c0.03 c0.38 v/s Ratio Perm 0.21 0.19 0.02 0.26 0.16 v/c Ratio 0.81 0.90 0.80 0.85 0.07 0.61 0.49 0.35 0.84 Uniform Delay, d1 29.3 42.9 32.6 44.2 36.1 22.2 24.8 15.2 29.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 15.8 11.6 18.5 8.6 0.1 6.4 1.2 0.6 5.9 Delay (s) 45.1 54.4 51.1 52.8 36.2 28.6 26.0 15.7 35.2 Level of Service D D DDDCC BD Approach Delay (s) 52.4 50.7 26.4 33.5 Approach LOS DDCC Intersection Summary HCM Average Control Delay 40.8 HCM Level of Service D HCM Volume to Capacity ratio 0.81 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 9.0 Intersection Capacity Utilization 86.6% ICU Level of Service E Analysis Period (min) 15 c Critical Lane Group 17 HCM Unsignalized Intersection Capacity Analysis 2: Lemay & Scotch Pines/Church Recent AM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 29 0 23 1 0 2 40 821 2 0 564 40 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% 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 Hourly flow rate (vph) 34 0 27 1 0 2 47 966 2 0 664 47 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 555 pX, platoon unblocked 0.92 0.92 0.92 0.92 0.92 0.92 vC, conflicting volume 1266 1749 355 1420 1772 484 711 968 vC1, stage 1 conf vol 687 687 1061 1061 vC2, stage 2 conf vol 579 1062 359 711 vCu, unblocked vol 1107 1635 113 1275 1659 484 500 968 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 90 100 97 99 100 100 95 100 cM capacity (veh/h) 350 252 842 218 246 529 971 707 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 34 27 1 2 47 644 324 0 442 268 Volume Left 34 0 1 0 47 00000 Volume Right 0 27 020020047 cSH 350 842 218 529 971 1700 1700 1700 1700 1700 Volume to Capacity 0.10 0.03 0.01 0.00 0.05 0.38 0.19 0.00 0.26 0.16 Queue Length 95th (ft) 8200400000 Control Delay (s) 16.4 9.4 21.6 11.8 8.9 0.0 0.0 0.0 0.0 0.0 Lane LOS C A C B A Approach Delay (s) 13.3 15.1 0.4 0.0 Approach LOS B C Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 44.4% ICU Level of Service A Analysis Period (min) 15 18 HCM Unsignalized Intersection Capacity Analysis 2: Lemay & Scotch Pines/Church Recent PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 36 0 99 0 0 0 75 719 0 2 1186 122 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.85 0.85 0.85 0.94 0.94 0.94 0.93 0.93 0.93 Hourly flow rate (vph) 40 0 109 0 0 0 80 765 0 2 1275 131 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 555 pX, platoon unblocked 0.76 0.76 0.76 0.76 0.76 0.76 vC, conflicting volume 1887 2270 703 1675 2335 382 1406 765 vC1, stage 1 conf vol 1345 1345 924 924 vC2, stage 2 conf vol 542 924 751 1411 vCu, unblocked vol 1541 2043 0 1263 2129 382 911 765 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 82 100 87 100 100 100 86 100 cM capacity (veh/h) 215 203 827 228 155 616 567 844 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 40 109 0 0 80 510 255 2 850 556 Volume Left 40 0 0 0 80 00200 Volume Right 0 109 0000000 131 cSH 215 827 1700 1700 567 1700 1700 844 1700 1700 Volume to Capacity 0.18 0.13 0.00 0.00 0.14 0.30 0.15 0.00 0.50 0.33 Queue Length 95th (ft) 16 11 0 0 12 00000 Control Delay (s) 25.5 10.0 0.0 0.0 12.4 0.0 0.0 9.3 0.0 0.0 Lane LOS D BAAB A Approach Delay (s) 14.1 0.0 1.2 0.0 Approach LOS B A Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 57.0% ICU Level of Service B Analysis Period (min) 15 19 HCM Unsignalized Intersection Capacity Analysis 5: Lemay & Strachan/Church Recent AM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 15 0 15 0003 89003 6007 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% 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 Hourly flow rate (vph) 18 0 18 0004 1047 0 4 706 8 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 920 pX, platoon unblocked 0.94 0.94 0.94 0.94 0.94 0.94 vC, conflicting volume 1248 1771 357 1432 1775 524 714 1047 vC1, stage 1 conf vol 717 717 1054 1054 vC2, stage 2 conf vol 531 1054 378 721 vCu, unblocked vol 1134 1692 186 1330 1696 524 566 1047 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 95 100 98 100 100 100 100 99 cM capacity (veh/h) 351 256 774 229 257 498 941 660 Direction, Lane # EB 1 EB 2 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 18 18 0 4 698 349 4 471 244 Volume Left 18 00400400 Volume Right 0 18 0000008 cSH 351 774 1700 941 1700 1700 660 1700 1700 Volume to Capacity 0.05 0.02 0.00 0.00 0.41 0.21 0.01 0.28 0.14 Queue Length 95th (ft) 420000000 Control Delay (s) 15.8 9.8 0.0 8.8 0.0 0.0 10.5 0.0 0.0 Lane LOS C A A A B Approach Delay (s) 12.8 0.0 0.0 0.1 Approach LOS B A Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 34.6% ICU Level of Service A Analysis Period (min) 15 20 HCM Unsignalized Intersection Capacity Analysis 5: Lemay & Strachan/Church Recent PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 8 0 15 6 0 1 16 831 9 1 1236 19 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.97 0.97 0.97 0.91 0.91 0.91 Hourly flow rate (vph) 9 0 18 7 0 1 16 857 9 1 1358 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 920 pX, platoon unblocked 0.72 0.72 0.72 0.72 0.72 0.72 vC, conflicting volume 1833 2270 690 1593 2276 433 1379 866 vC1, stage 1 conf vol 1371 1371 894 894 vC2, stage 2 conf vol 463 899 699 1381 vCu, unblocked vol 1389 1992 0 1058 2000 433 762 866 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 96 100 98 97 100 100 97 100 cM capacity (veh/h) 239 223 785 277 214 571 613 773 Direction, Lane # EB 1 EB 2 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 9 18 8 16 571 295 1 905 474 Volume Left 9 0 7 16 00100 Volume Right 0 18 10090021 cSH 239 785 299 613 1700 1700 773 1700 1700 Volume to Capacity 0.04 0.02 0.03 0.03 0.34 0.17 0.00 0.53 0.28 Queue Length 95th (ft) 322200000 Control Delay (s) 20.7 9.7 17.4 11.0 0.0 0.0 9.7 0.0 0.0 Lane LOS C A C B A Approach Delay (s) 13.5 17.4 0.2 0.0 Approach LOS B C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 46.8% ICU Level of Service A Analysis Period (min) 15 21 HCM Unsignalized Intersection Capacity Analysis 8: Church & Drake Recent AM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 687 7 4 832 0 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 808 8 5 979 0 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 816 1311 408 vC1, stage 1 conf vol 812 vC2, stage 2 conf vol 499 vCu, unblocked vol 816 1311 408 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 100 99 cM capacity (veh/h) 807 344 592 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 539 278 5 489 489 4 Volume Left 005000 Volume Right 080004 cSH 1700 1700 807 1700 1700 592 Volume to Capacity 0.32 0.16 0.01 0.29 0.29 0.01 Queue Length 95th (ft) 000000 Control Delay (s) 0.0 0.0 9.5 0.0 0.0 11.1 Lane LOS A B Approach Delay (s) 0.0 0.0 11.1 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 33.0% ICU Level of Service A Analysis Period (min) 15 22 HCM Unsignalized Intersection Capacity Analysis 8: Church & Drake Recent PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 862 24 26 927 10 14 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.85 0.85 Hourly flow rate (vph) 907 25 27 976 12 16 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 933 1463 466 vC1, stage 1 conf vol 920 vC2, stage 2 conf vol 543 vCu, unblocked vol 933 1463 466 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 96 96 97 cM capacity (veh/h) 730 301 543 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 605 328 27 488 488 28 Volume Left 0 0 27 0 0 12 Volume Right 0 25 0 0 0 16 cSH 1700 1700 730 1700 1700 407 Volume to Capacity 0.36 0.19 0.04 0.29 0.29 0.07 Queue Length 95th (ft) 003006 Control Delay (s) 0.0 0.0 10.1 0.0 0.0 14.5 Lane LOS B B Approach Delay (s) 0.0 0.3 14.5 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 35.6% ICU Level of Service A Analysis Period (min) 15 23 HCM Unsignalized Intersection Capacity Analysis 10: Dorado & Drake Recent AM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 687 3 1 830 6 2 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 808 4 1 976 7 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 812 1301 406 vC1, stage 1 conf vol 810 vC2, stage 2 conf vol 491 vCu, unblocked vol 812 1301 406 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 100 98 100 cM capacity (veh/h) 810 347 594 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 539 273 1 488 488 9 Volume Left 001007 Volume Right 040002 cSH 1700 1700 810 1700 1700 387 Volume to Capacity 0.32 0.16 0.00 0.29 0.29 0.02 Queue Length 95th (ft) 000002 Control Delay (s) 0.0 0.0 9.4 0.0 0.0 14.5 Lane LOS A B Approach Delay (s) 0.0 0.0 14.5 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 32.9% ICU Level of Service A Analysis Period (min) 15 24 HCM Unsignalized Intersection Capacity Analysis 10: Dorado & Drake Recent PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 872 4 2 952 1 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.94 0.94 0.85 0.85 Hourly flow rate (vph) 938 4 2 1013 1 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 942 1450 471 vC1, stage 1 conf vol 940 vC2, stage 2 conf vol 511 vCu, unblocked vol 942 1450 471 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 99 cM capacity (veh/h) 724 302 539 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 625 317 2 506 506 5 Volume Left 002001 Volume Right 040004 cSH 1700 1700 724 1700 1700 451 Volume to Capacity 0.37 0.19 0.00 0.30 0.30 0.01 Queue Length 95th (ft) 000001 Control Delay (s) 0.0 0.0 10.0 0.0 0.0 13.1 Lane LOS A B Approach Delay (s) 0.0 0.0 13.1 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 36.3% ICU Level of Service A Analysis Period (min) 15 25 HCM Unsignalized Intersection Capacity Analysis 12: Drake & Brookwood (north leg) Recent AM Synchro 8 Light Report Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 13 676 787 17 31 44 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 15 795 926 20 36 52 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 946 1364 473 vC1, stage 1 conf vol 936 vC2, stage 2 conf vol 428 vCu, unblocked vol 946 1364 473 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 98 88 90 cM capacity (veh/h) 721 311 538 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 15 398 398 617 329 36 52 Volume Left 15 0000360 Volume Right 000020052 cSH 721 1700 1700 1700 1700 311 538 Volume to Capacity 0.02 0.23 0.23 0.36 0.19 0.12 0.10 Queue Length 95th (ft) 20000108 Control Delay (s) 10.1 0.0 0.0 0.0 0.0 18.1 12.4 Lane LOS B C B Approach Delay (s) 0.2 0.0 14.8 Approach LOS B Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 32.3% ICU Level of Service A Analysis Period (min) 15 26 HCM Unsignalized Intersection Capacity Analysis 12: Drake & Brookwood (north leg) Recent PM Synchro 8 Light Report Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 47 828 918 33 17 36 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.92 0.92 0.88 0.88 Hourly flow rate (vph) 52 920 998 36 19 41 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1034 1580 517 vC1, stage 1 conf vol 1016 vC2, stage 2 conf vol 564 vCu, unblocked vol 1034 1580 517 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 92 93 92 cM capacity (veh/h) 668 269 503 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 52 460 460 665 368 19 41 Volume Left 52 0000190 Volume Right 000036041 cSH 668 1700 1700 1700 1700 269 503 Volume to Capacity 0.08 0.27 0.27 0.39 0.22 0.07 0.08 Queue Length 95th (ft) 6000067 Control Delay (s) 10.8 0.0 0.0 0.0 0.0 19.4 12.8 Lane LOS B C B Approach Delay (s) 0.6 0.0 14.9 Approach LOS B Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 43.1% ICU Level of Service A Analysis Period (min) 15 27 HCM Unsignalized Intersection Capacity Analysis 15: Brookwood (South Leg) & Drake Recent AM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 691 16 6 784 20 37 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 813 19 7 922 24 44 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 832 1298 416 vC1, stage 1 conf vol 822 vC2, stage 2 conf vol 475 vCu, unblocked vol 832 1298 416 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 93 93 cM capacity (veh/h) 796 344 586 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 Volume Total 542 290 7 461 461 24 44 Volume Left 00700240 Volume Right 0 19 000044 cSH 1700 1700 796 1700 1700 344 586 Volume to Capacity 0.32 0.17 0.01 0.27 0.27 0.07 0.07 Queue Length 95th (ft) 0010056 Control Delay (s) 0.0 0.0 9.6 0.0 0.0 16.2 11.6 Lane LOS A C B Approach Delay (s) 0.0 0.1 13.2 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 31.7% ICU Level of Service A Analysis Period (min) 15 28 HCM Unsignalized Intersection Capacity Analysis 15: Brookwood (South Leg) & Drake Recent PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 814 31 29 930 21 14 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.91 0.91 0.85 0.85 Hourly flow rate (vph) 904 34 32 1022 25 16 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 939 1496 469 vC1, stage 1 conf vol 922 vC2, stage 2 conf vol 575 vCu, unblocked vol 939 1496 469 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 96 92 97 cM capacity (veh/h) 726 296 540 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 Volume Total 603 336 32 511 511 25 16 Volume Left 0 0 32 0 0 25 0 Volume Right 0 34 000016 cSH 1700 1700 726 1700 1700 296 540 Volume to Capacity 0.35 0.20 0.04 0.30 0.30 0.08 0.03 Queue Length 95th (ft) 0030072 Control Delay (s) 0.0 0.0 10.2 0.0 0.0 18.3 11.9 Lane LOS B C B Approach Delay (s) 0.0 0.3 15.7 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 35.7% ICU Level of Service A Analysis Period (min) 15 29 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 30 Table 4-3 Fort Collins (City Limits) Motor Vehicle LOS Standards (Intersections) Land Use (from structure plan) Other corridors within: Intersection type Commercial corridors Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) DE*DD Any Leg EEDE Any Movement EEDE Stop sign control (arterial/collector or local— any approach leg) N/A F** F** E Stop sign control (collector/local—any approach leg) N/A C C C * mitigating measures required ** considered normal in an urban environment 31 APPENDIX D 32 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Short AM Bkgd Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 185 559 79 125 689 114 119 709 91 107 451 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3465 1769 3539 1548 1651 3357 1652 3302 Flt Permitted 0.13 1.00 0.22 1.00 1.00 0.31 1.00 0.18 1.00 Satd. Flow (perm) 238 3465 406 3539 1548 538 3357 317 3302 Peak-hour factor, PHF 0.88 0.88 0.88 0.85 0.85 0.85 0.85 0.85 0.85 0.91 0.91 0.91 Adj. Flow (vph) 210 635 90 147 811 134 140 834 107 118 496 132 RTOR Reduction (vph) 0 10 0 0 0 100 0900220 Lane Group Flow (vph) 210 715 0 147 811 34 140 932 0 118 606 0 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 8 6 2 Actuated Green, G (s) 42.3 31.3 34.3 27.3 27.3 53.4 44.8 50.0 43.1 Effective Green, g (s) 43.3 32.3 36.3 28.3 28.3 55.4 45.8 52.0 44.1 Actuated g/C Ratio 0.39 0.29 0.33 0.26 0.26 0.50 0.42 0.47 0.40 Clearance Time (s) 4.0 6.0 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 261 1017 233 910 398 368 1398 246 1324 v/s Ratio Prot c0.09 0.21 0.05 c0.23 c0.03 c0.28 c0.03 0.18 v/s Ratio Perm 0.23 0.16 0.02 0.16 0.19 v/c Ratio 0.80 0.70 0.63 0.89 0.09 0.38 0.67 0.48 0.46 Uniform Delay, d1 26.1 34.6 27.7 39.4 31.0 15.6 25.9 18.3 24.2 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 16.3 2.2 5.5 10.9 0.1 0.7 2.5 1.5 1.1 Delay (s) 42.4 36.8 33.2 50.3 31.1 16.2 28.5 19.8 25.3 Level of Service D D C D C B C B C Approach Delay (s) 38.1 45.6 26.9 24.4 Approach LOS DDCC Intersection Summary HCM Average Control Delay 34.4 HCM Level of Service C HCM Volume to Capacity ratio 0.73 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 14.0 Intersection Capacity Utilization 72.7% ICU Level of Service C Analysis Period (min) 15 c Critical Lane Group 33 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Short Bkgd PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 233 750 128 187 725 114 106 604 107 131 1099 204 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3451 1770 3539 1545 1652 3337 1652 3333 Flt Permitted 0.15 1.00 0.16 1.00 1.00 0.08 1.00 0.26 1.00 Satd. Flow (perm) 276 3451 298 3539 1545 134 3337 453 3333 Peak-hour factor, PHF 0.97 0.97 0.97 0.95 0.95 0.95 0.93 0.93 0.93 0.95 0.95 0.95 Adj. Flow (vph) 240 773 132 197 763 120 114 649 115 138 1157 215 RTOR Reduction (vph) 0 12 0 0 0 89 0 12 0 0 13 0 Lane Group Flow (vph) 240 893 0 197 763 31 114 752 0 138 1359 0 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 8 6 2 Actuated Green, G (s) 38.0 26.0 34.0 24.0 24.0 61.3 54.4 66.7 57.1 Effective Green, g (s) 40.0 27.0 36.0 25.0 25.0 63.3 55.4 68.7 58.1 Actuated g/C Ratio 0.33 0.22 0.30 0.21 0.21 0.53 0.46 0.57 0.48 Clearance Time (s) 4.0 6.0 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 254 776 224 737 322 171 1541 365 1614 v/s Ratio Prot c0.10 c0.26 0.08 0.22 c0.04 0.23 c0.03 c0.41 v/s Ratio Perm 0.21 0.18 0.02 0.31 0.18 v/c Ratio 0.94 1.15 0.88 1.04 0.09 0.67 0.49 0.38 0.84 Uniform Delay, d1 33.4 46.5 35.1 47.5 38.4 21.5 22.4 13.4 27.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 41.2 82.6 29.9 42.6 0.1 9.4 1.1 0.7 5.5 Delay (s) 74.6 129.1 65.1 90.1 38.5 30.9 23.6 14.0 32.5 Level of Service E F E F D C C B C Approach Delay (s) 117.7 79.8 24.5 30.8 Approach LOS F E C C Intersection Summary HCM Average Control Delay 62.6 HCM Level of Service E HCM Volume to Capacity ratio 0.91 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 93.0% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group 34 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake timing adjustment Short Bkgd PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 233 750 128 187 725 114 106 604 107 131 1099 204 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3451 1770 3539 1547 1652 3337 1652 3333 Flt Permitted 0.12 1.00 0.13 1.00 1.00 0.09 1.00 0.22 1.00 Satd. Flow (perm) 223 3451 245 3539 1547 148 3337 390 3333 Peak-hour factor, PHF 0.97 0.97 0.97 0.95 0.95 0.95 0.93 0.93 0.93 0.95 0.95 0.95 Adj. Flow (vph) 240 773 132 197 763 120 114 649 115 138 1157 215 RTOR Reduction (vph) 0 11 0 0 0 89 0 12 0 0 13 0 Lane Group Flow (vph) 240 894 0 197 763 31 114 752 0 138 1359 0 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 8 6 2 Actuated Green, G (s) 48.7 33.7 40.4 29.4 29.4 51.7 46.0 58.9 49.6 Effective Green, g (s) 49.7 34.7 42.4 30.4 30.4 53.7 47.0 60.3 50.6 Actuated g/C Ratio 0.41 0.29 0.35 0.25 0.25 0.45 0.39 0.50 0.42 Clearance Time (s) 4.0 6.0 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 302 998 239 897 392 150 1307 304 1405 v/s Ratio Prot c0.11 c0.26 0.08 0.22 c0.04 0.23 c0.04 c0.41 v/s Ratio Perm 0.22 0.21 0.02 0.30 0.19 v/c Ratio 0.79 0.90 0.82 0.85 0.08 0.76 0.58 0.45 0.97 Uniform Delay, d1 28.8 40.9 30.7 42.6 34.1 26.7 28.7 18.1 33.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.4 10.4 20.1 7.8 0.1 20.0 1.9 1.1 17.4 Delay (s) 42.2 51.3 50.8 50.4 34.2 46.7 30.5 19.2 51.3 Level of Service D D DDCDC BD Approach Delay (s) 49.4 48.7 32.6 48.4 Approach LOS DDCD Intersection Summary HCM Average Control Delay 45.7 HCM Level of Service D HCM Volume to Capacity ratio 0.85 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 6.0 Intersection Capacity Utilization 93.0% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group 35 HCM Unsignalized Intersection Capacity Analysis 2: Lemay & Scotch Pines/Church Short AM Bkgd Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 29 0 23 1 0 2 40 888 2 0 615 40 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% 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 Hourly flow rate (vph) 34 0 27 1 0 2 47 1045 2 0 724 47 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 555 pX, platoon unblocked 0.91 0.91 0.91 0.91 0.91 0.91 vC, conflicting volume 1366 1888 385 1529 1911 524 771 1047 vC1, stage 1 conf vol 747 747 1140 1140 vC2, stage 2 conf vol 619 1141 389 771 vCu, unblocked vol 1212 1783 139 1390 1808 524 561 1047 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 89 100 97 99 100 100 95 100 cM capacity (veh/h) 322 230 808 195 223 498 920 660 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 34 27 1 2 47 696 351 0 482 288 Volume Left 34 0 1 0 47 00000 Volume Right 0 27 020020047 cSH 322 808 195 498 920 1700 1700 1700 1700 1700 Volume to Capacity 0.11 0.03 0.01 0.00 0.05 0.41 0.21 0.00 0.28 0.17 Queue Length 95th (ft) 9300400000 Control Delay (s) 17.5 9.6 23.6 12.3 9.1 0.0 0.0 0.0 0.0 0.0 Lane LOS C A C B A Approach Delay (s) 14.0 16.0 0.4 0.0 Approach LOS B C Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 46.2% ICU Level of Service A Analysis Period (min) 15 36 HCM Unsignalized Intersection Capacity Analysis 2: Lemay & Scotch Pines/Church Short Bkgd PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 36 0 99 0 0 0 75 781 0 2 1290 122 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.85 0.85 0.85 0.94 0.94 0.94 0.93 0.93 0.93 Hourly flow rate (vph) 40 0 109 0 0 0 80 831 0 2 1387 131 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 555 pX, platoon unblocked 0.73 0.73 0.73 0.73 0.73 0.73 vC, conflicting volume 2032 2447 759 1797 2513 415 1518 831 vC1, stage 1 conf vol 1457 1457 990 990 vC2, stage 2 conf vol 575 990 807 1523 vCu, unblocked vol 1681 2247 0 1361 2336 415 981 831 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 79 100 86 100 100 100 84 100 cM capacity (veh/h) 189 181 796 206 132 586 513 797 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 40 109 0 0 80 554 277 2 925 594 Volume Left 40 0 0 0 80 00200 Volume Right 0 109 0000000 131 cSH 189 796 1700 1700 513 1700 1700 797 1700 1700 Volume to Capacity 0.21 0.14 0.00 0.00 0.16 0.33 0.16 0.00 0.54 0.35 Queue Length 95th (ft) 19 12 0 0 14 00000 Control Delay (s) 29.0 10.2 0.0 0.0 13.3 0.0 0.0 9.5 0.0 0.0 Lane LOS D BAAB A Approach Delay (s) 15.2 0.0 1.2 0.0 Approach LOS C A Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 59.8% ICU Level of Service B Analysis Period (min) 15 37 HCM Unsignalized Intersection Capacity Analysis 5: Lemay & Strachan/Church Short AM Bkgd Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 15 0 15 0003 95703 6517 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% 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 Hourly flow rate (vph) 18 0 18 0004 1126 0 4 766 8 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 920 pX, platoon unblocked 0.92 0.92 0.92 0.92 0.92 0.92 vC, conflicting volume 1347 1910 387 1541 1914 563 774 1126 vC1, stage 1 conf vol 777 777 1133 1133 vC2, stage 2 conf vol 570 1133 408 781 vCu, unblocked vol 1207 1818 166 1417 1822 563 585 1126 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 95 100 98 100 100 100 100 99 cM capacity (veh/h) 330 235 783 206 236 470 908 616 Direction, Lane # EB 1 EB 2 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 18 18 0 4 751 375 4 511 264 Volume Left 18 00400400 Volume Right 0 18 0000008 cSH 330 783 1700 908 1700 1700 616 1700 1700 Volume to Capacity 0.05 0.02 0.00 0.00 0.44 0.22 0.01 0.30 0.16 Queue Length 95th (ft) 420000000 Control Delay (s) 16.5 9.7 0.0 9.0 0.0 0.0 10.9 0.0 0.0 Lane LOS C A A A B Approach Delay (s) 13.1 0.0 0.0 0.0 Approach LOS B A Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 36.5% ICU Level of Service A Analysis Period (min) 15 38 HCM Unsignalized Intersection Capacity Analysis 5: Lemay & Strachan/Church Short Bkgd PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 8 0 15 6 0 1 16 893 9 1 1340 19 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.97 0.97 0.97 0.91 0.91 0.91 Hourly flow rate (vph) 9 0 18 7 0 1 16 921 9 1 1473 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 920 pX, platoon unblocked 0.68 0.68 0.68 0.68 0.68 0.68 vC, conflicting volume 1980 2448 747 1714 2454 465 1493 930 vC1, stage 1 conf vol 1485 1485 958 958 vC2, stage 2 conf vol 494 963 756 1496 vCu, unblocked vol 1495 2186 0 1104 2195 465 778 930 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 96 100 98 97 100 100 97 100 cM capacity (veh/h) 219 203 735 252 195 544 566 731 Direction, Lane # EB 1 EB 2 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 9 18 8 16 614 316 1 982 512 Volume Left 9 0 7 16 00100 Volume Right 0 18 10090021 cSH 219 735 273 566 1700 1700 731 1700 1700 Volume to Capacity 0.04 0.02 0.03 0.03 0.36 0.19 0.00 0.58 0.30 Queue Length 95th (ft) 322200000 Control Delay (s) 22.2 10.0 18.6 11.6 0.0 0.0 9.9 0.0 0.0 Lane LOS C B C B A Approach Delay (s) 14.3 18.6 0.2 0.0 Approach LOS B C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 49.6% ICU Level of Service A Analysis Period (min) 15 39 HCM Unsignalized Intersection Capacity Analysis 8: Church & Drake Short AM Bkgd Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 750 7 4 928 0 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 882 8 5 1092 0 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 891 1442 445 vC1, stage 1 conf vol 886 vC2, stage 2 conf vol 555 vCu, unblocked vol 891 1442 445 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 100 99 cM capacity (veh/h) 757 313 560 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 588 302 5 546 546 4 Volume Left 005000 Volume Right 080004 cSH 1700 1700 757 1700 1700 560 Volume to Capacity 0.35 0.18 0.01 0.32 0.32 0.01 Queue Length 95th (ft) 000000 Control Delay (s) 0.0 0.0 9.8 0.0 0.0 11.5 Lane LOS A B Approach Delay (s) 0.0 0.0 11.5 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 35.7% ICU Level of Service A Analysis Period (min) 15 40 HCM Unsignalized Intersection Capacity Analysis 8: Church & Drake Short Bkgd PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 964 24 26 1016 10 14 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.85 0.85 Hourly flow rate (vph) 1015 25 27 1069 12 16 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1040 1617 520 vC1, stage 1 conf vol 1027 vC2, stage 2 conf vol 589 vCu, unblocked vol 1040 1617 520 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 96 96 97 cM capacity (veh/h) 664 266 501 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 676 364 27 535 535 28 Volume Left 0 0 27 0 0 12 Volume Right 0 25 0 0 0 16 cSH 1700 1700 664 1700 1700 366 Volume to Capacity 0.40 0.21 0.04 0.31 0.31 0.08 Queue Length 95th (ft) 003006 Control Delay (s) 0.0 0.0 10.7 0.0 0.0 15.6 Lane LOS B C Approach Delay (s) 0.0 0.3 15.6 Approach LOS C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 38.1% ICU Level of Service A Analysis Period (min) 15 41 HCM Unsignalized Intersection Capacity Analysis 10: Dorado & Drake Short AM Bkgd Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 750 3 1 926 6 2 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 882 4 1 1089 7 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 886 1431 443 vC1, stage 1 conf vol 884 vC2, stage 2 conf vol 547 vCu, unblocked vol 886 1431 443 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 100 98 100 cM capacity (veh/h) 760 315 562 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 588 298 1 545 545 9 Volume Left 001007 Volume Right 040002 cSH 1700 1700 760 1700 1700 354 Volume to Capacity 0.35 0.18 0.00 0.32 0.32 0.03 Queue Length 95th (ft) 000002 Control Delay (s) 0.0 0.0 9.7 0.0 0.0 15.4 Lane LOS A C Approach Delay (s) 0.0 0.0 15.4 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 35.6% ICU Level of Service A Analysis Period (min) 15 42 HCM Unsignalized Intersection Capacity Analysis 10: Dorado & Drake Short Bkgd PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 974 4 2 1041 1 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.94 0.94 0.85 0.85 Hourly flow rate (vph) 1047 4 2 1107 1 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1052 1607 526 vC1, stage 1 conf vol 1049 vC2, stage 2 conf vol 558 vCu, unblocked vol 1052 1607 526 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 99 cM capacity (veh/h) 658 266 497 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 698 353 2 554 554 5 Volume Left 002001 Volume Right 040004 cSH 1700 1700 658 1700 1700 408 Volume to Capacity 0.41 0.21 0.00 0.33 0.33 0.01 Queue Length 95th (ft) 000001 Control Delay (s) 0.0 0.0 10.5 0.0 0.0 13.9 Lane LOS B B Approach Delay (s) 0.0 0.0 13.9 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 38.8% ICU Level of Service A Analysis Period (min) 15 43 HCM Unsignalized Intersection Capacity Analysis 12: Drake & Brookwood (north leg) Short AM Bkgd Synchro 8 Light Report Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 13 739 883 17 31 44 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 15 869 1039 20 36 52 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1059 1514 529 vC1, stage 1 conf vol 1049 vC2, stage 2 conf vol 465 vCu, unblocked vol 1059 1514 529 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 98 87 90 cM capacity (veh/h) 653 272 494 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 15 435 435 693 366 36 52 Volume Left 15 0000360 Volume Right 000020052 cSH 653 1700 1700 1700 1700 272 494 Volume to Capacity 0.02 0.26 0.26 0.41 0.22 0.13 0.10 Queue Length 95th (ft) 20000119 Control Delay (s) 10.6 0.0 0.0 0.0 0.0 20.3 13.1 Lane LOS B C B Approach Delay (s) 0.2 0.0 16.1 Approach LOS C Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 34.9% ICU Level of Service A Analysis Period (min) 15 44 HCM Unsignalized Intersection Capacity Analysis 12: Drake & Brookwood (north leg) Short Bkgd PM Synchro 8 Light Report Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 47 930 1007 33 17 36 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.92 0.92 0.88 0.88 Hourly flow rate (vph) 52 1033 1095 36 19 41 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1130 1734 565 vC1, stage 1 conf vol 1112 vC2, stage 2 conf vol 621 vCu, unblocked vol 1130 1734 565 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 91 92 91 cM capacity (veh/h) 614 238 468 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 52 517 517 730 401 19 41 Volume Left 52 0000190 Volume Right 000036041 cSH 614 1700 1700 1700 1700 238 468 Volume to Capacity 0.09 0.30 0.30 0.43 0.24 0.08 0.09 Queue Length 95th (ft) 7000077 Control Delay (s) 11.4 0.0 0.0 0.0 0.0 21.4 13.4 Lane LOS B C B Approach Delay (s) 0.5 0.0 16.0 Approach LOS C Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 45.6% ICU Level of Service A Analysis Period (min) 15 45 HCM Unsignalized Intersection Capacity Analysis 15: Brookwood (South Leg) & Drake Short AM Bkgd Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 751 16 6 880 20 37 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 884 19 7 1035 24 44 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 902 1425 451 vC1, stage 1 conf vol 893 vC2, stage 2 conf vol 532 vCu, unblocked vol 902 1425 451 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 92 92 cM capacity (veh/h) 749 314 555 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 Volume Total 589 313 7 518 518 24 44 Volume Left 00700240 Volume Right 0 19 000044 cSH 1700 1700 749 1700 1700 314 555 Volume to Capacity 0.35 0.18 0.01 0.30 0.30 0.08 0.08 Queue Length 95th (ft) 0010066 Control Delay (s) 0.0 0.0 9.9 0.0 0.0 17.4 12.0 Lane LOS A C B Approach Delay (s) 0.0 0.1 13.9 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 34.3% ICU Level of Service A Analysis Period (min) 15 46 HCM Unsignalized Intersection Capacity Analysis 15: Brookwood (South Leg) & Drake Short Bkgd PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 916 31 29 1019 21 14 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.91 0.91 0.85 0.85 Hourly flow rate (vph) 1018 34 32 1120 25 16 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1052 1659 526 vC1, stage 1 conf vol 1035 vC2, stage 2 conf vol 624 vCu, unblocked vol 1052 1659 526 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 95 90 97 cM capacity (veh/h) 657 260 496 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 Volume Total 679 374 32 560 560 25 16 Volume Left 0 0 32 0 0 25 0 Volume Right 0 34 000016 cSH 1700 1700 657 1700 1700 260 496 Volume to Capacity 0.40 0.22 0.05 0.33 0.33 0.10 0.03 Queue Length 95th (ft) 0040083 Control Delay (s) 0.0 0.0 10.8 0.0 0.0 20.3 12.5 Lane LOS B C B Approach Delay (s) 0.0 0.3 17.2 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 38.2% ICU Level of Service A Analysis Period (min) 15 47 APPENDIX E 48 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Long AM Bkgd Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 215 645 100 145 795 130 140 825 105 125 525 140 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 3539 1552 1769 3539 1549 1651 3421 1560 1652 3421 1557 Flt Permitted 0.11 1.00 1.00 0.23 1.00 1.00 0.29 1.00 1.00 0.14 1.00 1.00 Satd. Flow (perm) 210 3539 1552 436 3539 1549 502 3421 1560 238 3421 1557 Peak-hour factor, PHF 0.88 0.88 0.88 0.85 0.85 0.85 0.85 0.85 0.85 0.91 0.91 0.91 Adj. Flow (vph) 244 733 114 171 935 153 165 971 124 137 577 154 RTOR Reduction (vph) 0 0 77 0 0 102 0 0 79 0 0 104 Lane Group Flow (vph) 244 733 37 171 935 51 165 971 45 137 577 50 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 8 6 6 2 2 Actuated Green, G (s) 47.5 34.6 34.6 41.1 31.4 31.4 49.4 38.6 38.6 42.0 34.9 34.9 Effective Green, g (s) 49.3 35.6 35.6 43.1 32.4 32.4 50.7 39.6 39.6 44.0 35.9 35.9 Actuated g/C Ratio 0.45 0.32 0.32 0.39 0.29 0.29 0.46 0.36 0.36 0.40 0.33 0.33 Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 291 1145 502 300 1042 456 355 1232 562 199 1116 508 v/s Ratio Prot c0.11 0.21 0.06 0.26 c0.05 c0.28 c0.05 0.17 v/s Ratio Perm c0.27 0.02 0.17 0.03 0.16 0.03 0.22 0.03 v/c Ratio 0.84 0.64 0.07 0.57 0.90 0.11 0.46 0.79 0.08 0.69 0.52 0.10 Uniform Delay, d1 27.1 31.7 25.8 23.4 37.2 28.3 18.7 31.5 23.2 23.9 30.0 25.8 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 18.6 1.2 0.1 2.5 10.2 0.1 1.0 5.2 0.3 9.5 1.7 0.4 Delay (s) 45.7 33.0 25.8 25.9 47.4 28.4 19.7 36.6 23.5 33.4 31.7 26.2 Level of Service DCCCDCBDCCCC Approach Delay (s) 35.1 42.2 33.1 31.0 Approach LOS DDCC Intersection Summary HCM Average Control Delay 35.7 HCM Level of Service D HCM Volume to Capacity ratio 0.75 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 6.0 Intersection Capacity Utilization 78.6% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group 49 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Long Bkgd PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 270 865 150 215 840 130 125 700 125 150 1275 235 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 3539 1550 1769 3539 1548 1652 3421 1560 1652 3421 1558 Flt Permitted 0.12 1.00 1.00 0.13 1.00 1.00 0.09 1.00 1.00 0.22 1.00 1.00 Satd. Flow (perm) 219 3539 1550 240 3539 1548 154 3421 1560 385 3421 1558 Peak-hour factor, PHF 0.97 0.97 0.97 0.95 0.95 0.95 0.93 0.93 0.93 0.95 0.95 0.95 Adj. Flow (vph) 278 892 155 226 884 137 134 753 134 158 1342 247 RTOR Reduction (vph) 0 0 109 0 0 88 0 0 83 0 0 115 Lane Group Flow (vph) 278 892 46 226 884 49 134 753 51 158 1342 132 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 8 6 6 2 2 Actuated Green, G (s) 49.0 34.0 34.0 41.0 30.0 30.0 51.3 44.3 44.3 58.7 48.0 48.0 Effective Green, g (s) 50.0 35.0 35.0 43.0 31.0 31.0 53.3 45.3 45.3 60.0 49.0 49.0 Actuated g/C Ratio 0.42 0.29 0.29 0.36 0.26 0.26 0.44 0.38 0.38 0.50 0.41 0.41 Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 298 1032 452 239 914 400 168 1291 589 316 1397 636 v/s Ratio Prot c0.12 0.25 0.09 0.25 c0.05 0.22 c0.05 c0.39 v/s Ratio Perm c0.26 0.03 0.24 0.03 0.30 0.03 0.20 0.08 v/c Ratio 0.93 0.86 0.10 0.95 0.97 0.12 0.80 0.58 0.09 0.50 0.96 0.21 Uniform Delay, d1 33.5 40.3 31.0 31.0 44.0 34.1 27.0 29.8 24.0 18.6 34.6 22.9 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 34.7 7.7 0.1 43.0 21.9 0.1 22.5 1.9 0.3 1.2 16.3 0.7 Delay (s) 68.2 47.9 31.1 73.9 65.9 34.2 49.5 31.7 24.3 19.9 50.9 23.7 Level of Service E D C E E CDCCBDC Approach Delay (s) 50.2 63.9 33.1 44.3 Approach LOS D E C D Intersection Summary HCM Average Control Delay 48.2 HCM Level of Service D HCM Volume to Capacity ratio 0.88 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 6.0 Intersection Capacity Utilization 95.3% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group 50 HCM Unsignalized Intersection Capacity Analysis 2: Lemay & Scotch Pines/Church Long AM Bkgd Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 0 25 5 0 5 40 1035 5 0 730 40 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% 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 Hourly flow rate (vph) 35 0 29 6 0 6 47 1218 6 0 859 47 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 555 pX, platoon unblocked 0.87 0.87 0.87 0.87 0.87 0.87 vC, conflicting volume 1591 2200 453 1774 2221 612 906 1224 vC1, stage 1 conf vol 882 882 1315 1315 vC2, stage 2 conf vol 709 1318 459 906 vCu, unblocked vol 1378 2079 67 1588 2103 612 589 1224 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 87 100 97 96 100 99 94 100 cM capacity (veh/h) 280 189 853 152 184 436 853 566 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 35 29 6 6 47 812 412 0 573 333 Volume Left 35 0 6 0 47 00000 Volume Right 0 29 060060047 cSH 280 853 152 436 853 1700 1700 1700 1700 1700 Volume to Capacity 0.13 0.03 0.04 0.01 0.06 0.48 0.24 0.00 0.34 0.20 Queue Length 95th (ft) 11 331400000 Control Delay (s) 19.7 9.4 29.6 13.4 9.5 0.0 0.0 0.0 0.0 0.0 Lane LOS C A D B A Approach Delay (s) 15.0 21.5 0.4 0.0 Approach LOS C C Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 48.2% ICU Level of Service A Analysis Period (min) 15 51 HCM Unsignalized Intersection Capacity Analysis 2: Lemay & Scotch Pines/Church Long Bkgd PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 35 0 100 0 0 0 75 915 0 5 1515 120 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.85 0.85 0.85 0.94 0.94 0.94 0.93 0.93 0.93 Hourly flow rate (vph) 38 0 110 0 0 0 80 973 0 5 1629 129 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh) 2 Upstream signal (ft) 555 pX, platoon unblocked 0.61 0.61 0.61 0.61 0.61 0.61 vC, conflicting volume 2351 2837 879 2068 2902 487 1758 973 vC1, stage 1 conf vol 1704 1704 1133 1133 vC2, stage 2 conf vol 646 1133 935 1769 vCu, unblocked vol 1940 2734 0 1479 2840 487 973 973 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 76 100 83 100 100 100 82 99 cM capacity (veh/h) 158 146 664 161 99 527 432 704 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 38 110 0 0 80 649 324 5 1086 672 Volume Left 38 0 0 0 80 00500 Volume Right 0 110 0000000 129 cSH 158 664 1700 1700 432 1700 1700 704 1700 1700 Volume to Capacity 0.24 0.17 0.04 0.03 0.18 0.38 0.19 0.01 0.64 0.40 Queue Length 95th (ft) 23 15 0 0 17 00100 Control Delay (s) 35.1 11.5 0.0 0.0 15.2 0.0 0.0 10.2 0.0 0.0 Lane LOS EBAAC B Approach Delay (s) 17.6 0.0 1.2 0.0 Approach LOS C A Intersection Summary Average Delay 1.3 Intersection Capacity Utilization 66.0% ICU Level of Service C Analysis Period (min) 15 52 HCM Unsignalized Intersection Capacity Analysis 5: Lemay & Strachan/Church Long AM Bkgd Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 15 0 15 0005 1105 0 5 765 5 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% 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 Hourly flow rate (vph) 18 0 18 0006 1300 0 6 900 6 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 920 pX, platoon unblocked 0.88 0.88 0.88 0.88 0.88 0.88 vC, conflicting volume 1576 2226 453 1791 2229 650 906 1300 vC1, stage 1 conf vol 915 915 1312 1312 vC2, stage 2 conf vol 662 1312 479 918 vCu, unblocked vol 1383 2121 106 1626 2124 650 621 1300 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 94 100 98 100 100 100 99 99 cM capacity (veh/h) 285 191 817 160 194 412 841 529 Direction, Lane # EB 1 EB 2 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 18 18 0 6 867 433 6 600 306 Volume Left 18 00600600 Volume Right 0 18 0000006 cSH 285 817 1700 841 1700 1700 529 1700 1700 Volume to Capacity 0.06 0.02 0.00 0.01 0.51 0.25 0.01 0.35 0.18 Queue Length 95th (ft) 520100100 Control Delay (s) 18.5 9.5 0.0 9.3 0.0 0.0 11.9 0.0 0.0 Lane LOS C A A A B Approach Delay (s) 14.0 0.0 0.0 0.1 Approach LOS B A Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 40.5% ICU Level of Service A Analysis Period (min) 15 53 HCM Unsignalized Intersection Capacity Analysis 5: Lemay & Strachan/Church Long Bkgd PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 10 0 15 5 0 5 15 1025 10 5 1565 20 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.97 0.97 0.97 0.91 0.91 0.91 Hourly flow rate (vph) 12 0 18 6 0 6 15 1057 10 5 1720 22 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 920 pX, platoon unblocked 0.63 0.63 0.63 0.63 0.63 0.63 vC, conflicting volume 2307 2840 871 1981 2846 534 1742 1067 vC1, stage 1 conf vol 1742 1742 1093 1093 vC2, stage 2 conf vol 565 1098 889 1753 vCu, unblocked vol 1894 2744 0 1374 2753 534 991 1067 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 92 100 97 97 100 99 96 99 cM capacity (veh/h) 150 152 679 206 144 491 434 649 Direction, Lane # EB 1 EB 2 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 12 18 12 15 704 363 5 1147 595 Volume Left 12 0 6 15 00500 Volume Right 0 18 6 0 0 10 0 0 22 cSH 150 679 290 434 1700 1700 649 1700 1700 Volume to Capacity 0.08 0.03 0.04 0.04 0.41 0.21 0.01 0.67 0.35 Queue Length 95th (ft) 623300100 Control Delay (s) 31.1 10.4 17.9 13.6 0.0 0.0 10.6 0.0 0.0 Lane LOS D B C B B Approach Delay (s) 18.7 17.9 0.2 0.0 Approach LOS C C Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 55.7% ICU Level of Service B Analysis Period (min) 15 54 HCM Unsignalized Intersection Capacity Analysis 8: Church & Drake Long AM Bkgd Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 870 5 5 1070 0 5 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 1024 6 6 1259 0 6 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1029 1668 515 vC1, stage 1 conf vol 1026 vC2, stage 2 conf vol 641 vCu, unblocked vol 1029 1668 515 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 100 99 cM capacity (veh/h) 671 264 505 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 682 347 6 629 629 6 Volume Left 006000 Volume Right 060006 cSH 1700 1700 671 1700 1700 505 Volume to Capacity 0.40 0.20 0.01 0.37 0.37 0.01 Queue Length 95th (ft) 001001 Control Delay (s) 0.0 0.0 10.4 0.0 0.0 12.2 Lane LOS B B Approach Delay (s) 0.0 0.0 12.2 Approach LOS B Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 39.6% ICU Level of Service A Analysis Period (min) 15 55 HCM Unsignalized Intersection Capacity Analysis 8: Church & Drake Long Bkgd PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 1115 25 25 1175 10 15 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.85 0.85 Hourly flow rate (vph) 1174 26 26 1237 12 18 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1200 1858 600 vC1, stage 1 conf vol 1187 vC2, stage 2 conf vol 671 vCu, unblocked vol 1200 1858 600 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 95 95 96 cM capacity (veh/h) 577 220 444 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 782 418 26 618 618 29 Volume Left 0 0 26 0 0 12 Volume Right 0 26 0 0 0 18 cSH 1700 1700 577 1700 1700 316 Volume to Capacity 0.46 0.25 0.05 0.36 0.36 0.09 Queue Length 95th (ft) 004008 Control Delay (s) 0.0 0.0 11.5 0.0 0.0 17.6 Lane LOS B C Approach Delay (s) 0.0 0.2 17.6 Approach LOS C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 42.5% ICU Level of Service A Analysis Period (min) 15 56 HCM Unsignalized Intersection Capacity Analysis 10: Dorado & Drake Long AM Bkgd Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 870 5 5 1070 5 5 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 1024 6 6 1259 6 6 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1029 1668 515 vC1, stage 1 conf vol 1026 vC2, stage 2 conf vol 641 vCu, unblocked vol 1029 1668 515 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 98 99 cM capacity (veh/h) 671 264 505 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 682 347 6 629 629 12 Volume Left 006006 Volume Right 060006 cSH 1700 1700 671 1700 1700 346 Volume to Capacity 0.40 0.20 0.01 0.37 0.37 0.03 Queue Length 95th (ft) 001003 Control Delay (s) 0.0 0.0 10.4 0.0 0.0 15.8 Lane LOS B C Approach Delay (s) 0.0 0.0 15.8 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 39.6% ICU Level of Service A Analysis Period (min) 15 57 HCM Unsignalized Intersection Capacity Analysis 10: Dorado & Drake Long Bkgd PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 1125 5 5 1195 5 5 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.94 0.94 0.85 0.85 Hourly flow rate (vph) 1210 5 5 1271 6 6 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1215 1859 608 vC1, stage 1 conf vol 1212 vC2, stage 2 conf vol 646 vCu, unblocked vol 1215 1859 608 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 97 99 cM capacity (veh/h) 570 218 439 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 806 409 5 636 636 12 Volume Left 005006 Volume Right 050006 cSH 1700 1700 570 1700 1700 291 Volume to Capacity 0.47 0.24 0.01 0.37 0.37 0.04 Queue Length 95th (ft) 001003 Control Delay (s) 0.0 0.0 11.4 0.0 0.0 17.9 Lane LOS B C Approach Delay (s) 0.0 0.0 17.9 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 43.0% ICU Level of Service A Analysis Period (min) 15 58 HCM Unsignalized Intersection Capacity Analysis 12: Drake & Brookwood (north leg) Long AM Bkgd Synchro 8 Light Report Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 15 860 1030 15 30 45 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 18 1012 1212 18 35 53 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1229 1762 615 vC1, stage 1 conf vol 1221 vC2, stage 2 conf vol 541 vCu, unblocked vol 1229 1762 615 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 97 84 88 cM capacity (veh/h) 563 221 434 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 18 506 506 808 422 35 53 Volume Left 18 0000350 Volume Right 000018053 cSH 563 1700 1700 1700 1700 221 434 Volume to Capacity 0.03 0.30 0.30 0.48 0.25 0.16 0.12 Queue Length 95th (ft) 200001410 Control Delay (s) 11.6 0.0 0.0 0.0 0.0 24.3 14.4 Lane LOS B C B Approach Delay (s) 0.2 0.0 18.4 Approach LOS C Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 38.9% ICU Level of Service A Analysis Period (min) 15 59 HCM Unsignalized Intersection Capacity Analysis 12: Drake & Brookwood (north leg) Long Bkgd PM Synchro 8 Light Report Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 45 1085 1165 35 15 35 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.92 0.92 0.88 0.88 Hourly flow rate (vph) 50 1206 1266 38 17 40 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1304 1988 652 vC1, stage 1 conf vol 1285 vC2, stage 2 conf vol 703 vCu, unblocked vol 1304 1988 652 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 91 91 90 cM capacity (veh/h) 527 195 410 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 50 603 603 844 460 17 40 Volume Left 50 0000170 Volume Right 000038040 cSH 527 1700 1700 1700 1700 195 410 Volume to Capacity 0.09 0.35 0.35 0.50 0.27 0.09 0.10 Queue Length 95th (ft) 8000078 Control Delay (s) 12.6 0.0 0.0 0.0 0.0 25.3 14.7 Lane LOS B D B Approach Delay (s) 0.5 0.0 17.9 Approach LOS C Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 47.4% ICU Level of Service A Analysis Period (min) 15 60 HCM Unsignalized Intersection Capacity Analysis 15: Brookwood (South Leg) & Drake Long AM Bkgd Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 875 15 5 1025 20 35 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 1029 18 6 1206 24 41 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1047 1653 524 vC1, stage 1 conf vol 1038 vC2, stage 2 conf vol 615 vCu, unblocked vol 1047 1653 524 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 91 92 cM capacity (veh/h) 660 263 498 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 Volume Total 686 361 6 603 603 24 41 Volume Left 00600240 Volume Right 0 18 000041 cSH 1700 1700 660 1700 1700 263 498 Volume to Capacity 0.40 0.21 0.01 0.35 0.35 0.09 0.08 Queue Length 95th (ft) 0010077 Control Delay (s) 0.0 0.0 10.5 0.0 0.0 20.0 12.9 Lane LOS B C B Approach Delay (s) 0.0 0.1 15.5 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 38.3% ICU Level of Service A Analysis Period (min) 15 61 HCM Unsignalized Intersection Capacity Analysis 15: Brookwood (South Leg) & Drake Long Bkgd PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 1070 30 30 1180 20 15 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.91 0.91 0.85 0.85 Hourly flow rate (vph) 1189 33 33 1297 24 18 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1222 1920 611 vC1, stage 1 conf vol 1206 vC2, stage 2 conf vol 714 vCu, unblocked vol 1222 1920 611 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 94 89 96 cM capacity (veh/h) 566 212 437 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 Volume Total 793 430 33 648 648 24 18 Volume Left 0 0 33 0 0 24 0 Volume Right 0 33 000018 cSH 1700 1700 566 1700 1700 212 437 Volume to Capacity 0.47 0.25 0.06 0.38 0.38 0.11 0.04 Queue Length 95th (ft) 0050093 Control Delay (s) 0.0 0.0 11.8 0.0 0.0 24.1 13.6 Lane LOS B C B Approach Delay (s) 0.0 0.3 19.6 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 42.6% ICU Level of Service A Analysis Period (min) 15 62 APPENDIX F 63 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Short AM Total Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 185 561 82 125 696 120 134 724 91 109 454 120 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 1.00 0.97 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3463 1769 3539 1548 1651 3359 1652 3303 Flt Permitted 0.13 1.00 0.21 1.00 1.00 0.31 1.00 0.17 1.00 Satd. Flow (perm) 237 3463 400 3539 1548 533 3359 303 3303 Peak-hour factor, PHF 0.88 0.88 0.88 0.85 0.85 0.85 0.85 0.85 0.85 0.91 0.91 0.91 Adj. Flow (vph) 210 638 93 147 819 141 158 852 107 120 499 132 RTOR Reduction (vph) 0 11 0 0 0 105 0900210 Lane Group Flow (vph) 210 720 0 147 819 36 158 950 0 120 610 0 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 8 6 2 Actuated Green, G (s) 42.4 31.4 34.4 27.4 27.4 53.4 44.7 49.8 42.9 Effective Green, g (s) 43.4 32.4 36.4 28.4 28.4 55.4 45.7 51.8 43.9 Actuated g/C Ratio 0.39 0.29 0.33 0.26 0.26 0.50 0.42 0.47 0.40 Clearance Time (s) 4.0 6.0 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 261 1020 232 914 400 367 1396 240 1318 v/s Ratio Prot c0.09 0.21 0.05 c0.23 c0.04 c0.28 c0.04 0.18 v/s Ratio Perm 0.23 0.16 0.02 0.18 0.20 v/c Ratio 0.80 0.71 0.63 0.90 0.09 0.43 0.68 0.50 0.46 Uniform Delay, d1 26.1 34.6 27.7 39.4 31.0 15.8 26.2 18.6 24.4 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 16.3 2.3 5.6 11.3 0.1 0.8 2.7 1.6 1.2 Delay (s) 42.4 36.8 33.3 50.6 31.1 16.6 28.9 20.2 25.5 Level of Service D D C D C B C C C Approach Delay (s) 38.1 45.8 27.2 24.7 Approach LOS DDCC Intersection Summary HCM Average Control Delay 34.6 HCM Level of Service C HCM Volume to Capacity ratio 0.74 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 14.0 Intersection Capacity Utilization 73.5% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group 64 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Short Total PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 233 759 141 187 729 118 114 612 107 138 1114 204 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3444 1770 3539 1545 1652 3338 1652 3334 Flt Permitted 0.15 1.00 0.16 1.00 1.00 0.07 1.00 0.26 1.00 Satd. Flow (perm) 276 3444 298 3539 1545 126 3338 445 3334 Peak-hour factor, PHF 0.97 0.97 0.97 0.95 0.95 0.95 0.93 0.93 0.93 0.95 0.95 0.95 Adj. Flow (vph) 240 782 145 197 767 124 123 658 115 145 1173 215 RTOR Reduction (vph) 0 12 0 0 0 92 0 11 0 0 12 0 Lane Group Flow (vph) 240 915 0 197 767 32 123 762 0 145 1376 0 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 8 6 2 Actuated Green, G (s) 38.0 26.0 34.0 24.0 24.0 61.3 54.3 66.7 57.0 Effective Green, g (s) 40.0 27.0 36.0 25.0 25.0 63.3 55.3 68.7 58.0 Actuated g/C Ratio 0.33 0.22 0.30 0.21 0.21 0.53 0.46 0.57 0.48 Clearance Time (s) 4.0 6.0 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 254 775 224 737 322 168 1538 362 1611 v/s Ratio Prot c0.10 c0.27 0.08 0.22 c0.05 0.23 c0.04 c0.41 v/s Ratio Perm 0.21 0.18 0.02 0.34 0.19 v/c Ratio 0.94 1.18 0.88 1.04 0.10 0.73 0.50 0.40 0.85 Uniform Delay, d1 33.4 46.5 35.1 47.5 38.4 22.3 22.6 13.5 27.3 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 41.2 94.2 29.9 44.2 0.1 15.1 1.1 0.7 6.0 Delay (s) 74.6 140.7 65.1 91.7 38.5 37.5 23.7 14.2 33.3 Level of Service E F E F D D C B C Approach Delay (s) 127.1 80.8 25.6 31.5 Approach LOS F F C C Intersection Summary HCM Average Control Delay 65.6 HCM Level of Service E HCM Volume to Capacity ratio 0.93 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 12.0 Intersection Capacity Utilization 94.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group 65 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake timing adjustment Short Total PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 233 759 141 187 729 118 114 612 107 138 1114 204 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 3.0 5.0 5.0 3.0 5.0 3.0 5.0 Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 Frpb, ped/bikes 1.00 1.00 1.00 1.00 0.98 1.00 1.00 1.00 1.00 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 0.98 1.00 1.00 0.85 1.00 0.98 1.00 0.98 Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 Satd. Flow (prot) 1770 3445 1770 3539 1548 1652 3338 1652 3333 Flt Permitted 0.12 1.00 0.13 1.00 1.00 0.09 1.00 0.22 1.00 Satd. Flow (perm) 220 3445 241 3539 1548 150 3338 378 3333 Peak-hour factor, PHF 0.97 0.97 0.97 0.95 0.95 0.95 0.93 0.93 0.93 0.95 0.96 0.95 Adj. Flow (vph) 240 782 145 197 767 124 123 658 115 145 1160 215 RTOR Reduction (vph) 0 13 0 0 0 91 0 12 0 0 13 0 Lane Group Flow (vph) 240 914 0 197 767 33 123 761 0 145 1362 0 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA pm+pt NA Perm pm+pt NA pm+pt NA Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 8 8 6 2 Actuated Green, G (s) 49.2 34.2 40.9 29.9 29.9 51.2 45.4 58.4 49.0 Effective Green, g (s) 50.2 35.2 42.9 30.9 30.9 53.2 46.4 59.8 50.0 Actuated g/C Ratio 0.42 0.29 0.36 0.26 0.26 0.44 0.39 0.50 0.42 Clearance Time (s) 4.0 6.0 4.0 6.0 6.0 4.0 6.0 4.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 303 1011 239 911 399 152 1291 299 1389 v/s Ratio Prot c0.11 c0.27 0.08 0.22 c0.05 0.23 c0.04 c0.41 v/s Ratio Perm 0.22 0.21 0.02 0.31 0.20 v/c Ratio 0.79 0.90 0.82 0.84 0.08 0.81 0.59 0.48 0.98 Uniform Delay, d1 28.9 40.8 30.5 42.2 33.8 27.3 29.2 18.6 34.5 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 13.2 11.2 20.1 7.1 0.1 26.2 2.0 1.2 20.0 Delay (s) 42.1 52.0 50.6 49.4 33.9 53.4 31.2 19.9 54.5 Level of Service D D DDCDC BD Approach Delay (s) 50.0 47.8 34.3 51.2 Approach LOS DDCD Intersection Summary HCM Average Control Delay 46.8 HCM Level of Service D HCM Volume to Capacity ratio 0.86 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 6.0 Intersection Capacity Utilization 94.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group 66 HCM Unsignalized Intersection Capacity Analysis 2: Lemay & Scotch Pines/Church Short AM Total Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 29 0 23 12 0 32 40 888 5 6 615 40 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% 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 Hourly flow rate (vph) 34 0 27 14 0 38 47 1045 6 7 724 47 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 555 pX, platoon unblocked 0.89 0.89 0.89 0.89 0.89 0.89 vC, conflicting volume 1415 1906 385 1545 1926 525 771 1051 vC1, stage 1 conf vol 761 761 1142 1142 vC2, stage 2 conf vol 654 1145 403 785 vCu, unblocked vol 1217 1769 59 1363 1792 525 492 1051 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 89 100 97 93 100 92 95 99 cM capacity (veh/h) 298 225 884 195 224 497 949 658 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 34 27 14 38 47 696 354 7 482 288 Volume Left 34 0 14 0 47 00700 Volume Right 0 27 0 38 0060047 cSH 298 884 195 497 949 1700 1700 658 1700 1700 Volume to Capacity 0.11 0.03 0.07 0.08 0.05 0.41 0.21 0.01 0.28 0.17 Queue Length 95th (ft) 10 266400100 Control Delay (s) 18.6 9.2 24.9 12.8 9.0 0.0 0.0 10.5 0.0 0.0 Lane LOS C A C B A B Approach Delay (s) 14.5 16.1 0.4 0.1 Approach LOS B C Intersection Summary Average Delay 1.1 Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min) 15 67 HCM Unsignalized Intersection Capacity Analysis 2: Lemay & Scotch Pines/Church Short Total PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 36 0 99 6 0 16 75 781 12 30 1290 122 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.85 0.85 0.85 0.94 0.94 0.94 0.93 0.93 0.93 Hourly flow rate (vph) 40 0 109 7 0 19 80 831 13 32 1387 131 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 555 pX, platoon unblocked 0.73 0.73 0.73 0.73 0.73 0.73 vC, conflicting volume 2111 2520 759 1864 2580 422 1518 844 vC1, stage 1 conf vol 1517 1517 997 997 vC2, stage 2 conf vol 594 1003 867 1583 vCu, unblocked vol 1781 2342 0 1442 2424 422 969 844 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 76 100 86 96 100 97 85 96 cM capacity (veh/h) 163 159 791 199 114 580 516 788 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 40 109 7 19 80 554 290 32 925 594 Volume Left 40 0 7 0 80 0 0 32 0 0 Volume Right 0 109 0 19 0 0 13 0 0 131 cSH 163 791 199 580 516 1700 1700 788 1700 1700 Volume to Capacity 0.24 0.14 0.04 0.03 0.15 0.33 0.17 0.04 0.54 0.35 Queue Length 95th (ft) 23 12 3 3 14 00300 Control Delay (s) 34.0 10.3 23.8 11.4 13.3 0.0 0.0 9.8 0.0 0.0 Lane LOS D B C B B A Approach Delay (s) 16.6 14.8 1.1 0.2 Approach LOS C B Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 62.4% ICU Level of Service B Analysis Period (min) 15 68 HCM Unsignalized Intersection Capacity Analysis 5: Lemay & Strachan/Church Short AM Total Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 15 0 15 3003 96013 6627 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% 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 Hourly flow rate (vph) 18 0 18 4004 1129 1 4 779 8 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 920 pX, platoon unblocked 0.92 0.92 0.92 0.92 0.92 0.92 vC, conflicting volume 1362 1928 394 1551 1931 565 787 1131 vC1, stage 1 conf vol 790 790 1137 1137 vC2, stage 2 conf vol 572 1138 414 794 vCu, unblocked vol 1224 1837 174 1429 1841 565 601 1131 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 95 100 98 98 100 100 100 99 cM capacity (veh/h) 325 233 774 204 234 468 897 614 Direction, Lane # EB 1 EB 2 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 18 18 4 4 753 378 4 519 268 Volume Left 18 04400400 Volume Right 0 18 0001008 cSH 325 774 204 897 1700 1700 614 1700 1700 Volume to Capacity 0.05 0.02 0.02 0.00 0.44 0.22 0.01 0.31 0.16 Queue Length 95th (ft) 421000000 Control Delay (s) 16.7 9.8 22.9 9.0 0.0 0.0 10.9 0.0 0.0 Lane LOS C A C A B Approach Delay (s) 13.2 22.9 0.0 0.0 Approach LOS B C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 36.6% ICU Level of Service A Analysis Period (min) 15 69 HCM Unsignalized Intersection Capacity Analysis 5: Lemay & Strachan/Church Short Total PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 8 0 15 8 0 1 16 905 12 1 1346 19 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.97 0.97 0.97 0.91 0.91 0.91 Hourly flow rate (vph) 9 0 18 9 0 1 16 933 12 1 1479 21 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 920 pX, platoon unblocked 0.68 0.68 0.68 0.68 0.68 0.68 vC, conflicting volume 1992 2470 750 1732 2474 473 1500 945 vC1, stage 1 conf vol 1492 1492 972 972 vC2, stage 2 conf vol 501 978 759 1502 vCu, unblocked vol 1508 2215 0 1121 2221 473 778 945 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 96 100 98 96 100 100 97 100 cM capacity (veh/h) 217 201 732 247 193 538 563 722 Direction, Lane # EB 1 EB 2 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 9 18 11 16 622 323 1 986 514 Volume Left 9 0 9 16 00100 Volume Right 0 18 1 0 0 12 0 0 21 cSH 217 732 263 563 1700 1700 722 1700 1700 Volume to Capacity 0.04 0.02 0.04 0.03 0.37 0.19 0.00 0.58 0.30 Queue Length 95th (ft) 323200000 Control Delay (s) 22.3 10.0 19.3 11.6 0.0 0.0 10.0 0.0 0.0 Lane LOS C B C B A Approach Delay (s) 14.3 19.3 0.2 0.0 Approach LOS B C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 51.5% ICU Level of Service A Analysis Period (min) 15 70 HCM Unsignalized Intersection Capacity Analysis 8: Church & Drake Short AM Total Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 750 11 8 928 13 17 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 882 13 9 1092 15 20 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 895 1454 448 vC1, stage 1 conf vol 889 vC2, stage 2 conf vol 565 vCu, unblocked vol 895 1454 448 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 95 96 cM capacity (veh/h) 754 310 558 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 588 307 9 546 546 35 Volume Left 0090015 Volume Right 0 13 0 0 0 20 cSH 1700 1700 754 1700 1700 415 Volume to Capacity 0.35 0.18 0.01 0.32 0.32 0.09 Queue Length 95th (ft) 001007 Control Delay (s) 0.0 0.0 9.8 0.0 0.0 14.5 Lane LOS A B Approach Delay (s) 0.0 0.1 14.5 Approach LOS B Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 35.7% ICU Level of Service A Analysis Period (min) 15 71 HCM Unsignalized Intersection Capacity Analysis 8: Church & Drake Short Total PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 964 40 41 1016 18 22 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.85 0.85 Hourly flow rate (vph) 1015 42 43 1069 21 26 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1057 1657 528 vC1, stage 1 conf vol 1036 vC2, stage 2 conf vol 621 vCu, unblocked vol 1057 1657 528 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 93 92 95 cM capacity (veh/h) 655 259 495 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 676 380 43 535 535 47 Volume Left 0 0 43 0 0 21 Volume Right 0 42 0 0 0 26 cSH 1700 1700 655 1700 1700 351 Volume to Capacity 0.40 0.22 0.07 0.31 0.31 0.13 Queue Length 95th (ft) 0050011 Control Delay (s) 0.0 0.0 10.9 0.0 0.0 16.9 Lane LOS B C Approach Delay (s) 0.0 0.4 16.9 Approach LOS C Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 44.1% ICU Level of Service A Analysis Period (min) 15 72 HCM Unsignalized Intersection Capacity Analysis 10: Dorado & Drake Short AM Total Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 764 3 1 930 6 2 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 899 4 1 1094 7 2 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 902 1450 451 vC1, stage 1 conf vol 901 vC2, stage 2 conf vol 549 vCu, unblocked vol 902 1450 451 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 100 98 100 cM capacity (veh/h) 749 310 555 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 599 303 1 547 547 9 Volume Left 001007 Volume Right 040002 cSH 1700 1700 749 1700 1700 348 Volume to Capacity 0.35 0.18 0.00 0.32 0.32 0.03 Queue Length 95th (ft) 000002 Control Delay (s) 0.0 0.0 9.8 0.0 0.0 15.6 Lane LOS A C Approach Delay (s) 0.0 0.0 15.6 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 35.7% ICU Level of Service A Analysis Period (min) 15 73 HCM Unsignalized Intersection Capacity Analysis 10: Dorado & Drake Short Total PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 982 4 2 1056 1 3 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.94 0.94 0.85 0.85 Hourly flow rate (vph) 1056 4 2 1123 1 4 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1060 1624 530 vC1, stage 1 conf vol 1058 vC2, stage 2 conf vol 566 vCu, unblocked vol 1060 1624 530 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 100 100 99 cM capacity (veh/h) 653 263 493 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 704 356 2 562 562 5 Volume Left 002001 Volume Right 040004 cSH 1700 1700 653 1700 1700 405 Volume to Capacity 0.41 0.21 0.00 0.33 0.33 0.01 Queue Length 95th (ft) 000001 Control Delay (s) 0.0 0.0 10.5 0.0 0.0 14.0 Lane LOS B B Approach Delay (s) 0.0 0.0 14.0 Approach LOS B Intersection Summary Average Delay 0.0 Intersection Capacity Utilization 39.2% ICU Level of Service A Analysis Period (min) 15 74 HCM Unsignalized Intersection Capacity Analysis 12: Drake & Brookwood (north leg) Short AM Total Synchro 8 Light Report Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 13 753 887 17 31 44 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 15 886 1044 20 36 52 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1064 1527 532 vC1, stage 1 conf vol 1054 vC2, stage 2 conf vol 474 vCu, unblocked vol 1064 1527 532 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 98 87 89 cM capacity (veh/h) 651 270 492 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 15 443 443 696 368 36 52 Volume Left 15 0000360 Volume Right 000020052 cSH 651 1700 1700 1700 1700 270 492 Volume to Capacity 0.02 0.26 0.26 0.41 0.22 0.13 0.11 Queue Length 95th (ft) 20000129 Control Delay (s) 10.7 0.0 0.0 0.0 0.0 20.4 13.2 Lane LOS B C B Approach Delay (s) 0.2 0.0 16.2 Approach LOS C Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 35.1% ICU Level of Service A Analysis Period (min) 15 75 HCM Unsignalized Intersection Capacity Analysis 12: Drake & Brookwood (north leg) Short Total PM Synchro 8 Light Report Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 47 938 1022 33 17 36 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.92 0.92 0.88 0.88 Hourly flow rate (vph) 52 1042 1111 36 19 41 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1147 1754 573 vC1, stage 1 conf vol 1129 vC2, stage 2 conf vol 626 vCu, unblocked vol 1147 1754 573 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 91 92 91 cM capacity (veh/h) 605 234 462 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 52 521 521 741 406 19 41 Volume Left 52 0000190 Volume Right 000036041 cSH 605 1700 1700 1700 1700 234 462 Volume to Capacity 0.09 0.31 0.31 0.44 0.24 0.08 0.09 Queue Length 95th (ft) 7000077 Control Delay (s) 11.5 0.0 0.0 0.0 0.0 21.7 13.5 Lane LOS B C B Approach Delay (s) 0.5 0.0 16.2 Approach LOS C Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 46.0% ICU Level of Service A Analysis Period (min) 15 76 HCM Unsignalized Intersection Capacity Analysis 15: Brookwood (South Leg) & Drake Short AM Total Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 765 16 6 884 20 37 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 900 19 7 1040 24 44 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 919 1444 459 vC1, stage 1 conf vol 909 vC2, stage 2 conf vol 534 vCu, unblocked vol 919 1444 459 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 92 92 cM capacity (veh/h) 738 308 549 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 Volume Total 600 319 7 520 520 24 44 Volume Left 00700240 Volume Right 0 19 000044 cSH 1700 1700 738 1700 1700 308 549 Volume to Capacity 0.35 0.19 0.01 0.31 0.31 0.08 0.08 Queue Length 95th (ft) 0010066 Control Delay (s) 0.0 0.0 9.9 0.0 0.0 17.6 12.1 Lane LOS A C B Approach Delay (s) 0.0 0.1 14.1 Approach LOS B Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 34.4% ICU Level of Service A Analysis Period (min) 15 77 HCM Unsignalized Intersection Capacity Analysis 15: Brookwood (South Leg) & Drake Short Total PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 924 31 29 1034 21 14 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.91 0.91 0.85 0.85 Hourly flow rate (vph) 1027 34 32 1136 25 16 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1061 1676 531 vC1, stage 1 conf vol 1044 vC2, stage 2 conf vol 632 vCu, unblocked vol 1061 1676 531 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 95 90 97 cM capacity (veh/h) 652 257 493 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 Volume Total 684 377 32 568 568 25 16 Volume Left 0 0 32 0 0 25 0 Volume Right 0 34 000016 cSH 1700 1700 652 1700 1700 257 493 Volume to Capacity 0.40 0.22 0.05 0.33 0.33 0.10 0.03 Queue Length 95th (ft) 0040083 Control Delay (s) 0.0 0.0 10.8 0.0 0.0 20.5 12.6 Lane LOS B C B Approach Delay (s) 0.0 0.3 17.3 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 38.6% ICU Level of Service A Analysis Period (min) 15 78 APPENDIX G 79 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Long AM Total Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 215 650 105 145 805 135 155 840 105 125 530 140 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 3539 1552 1769 3539 1549 1651 3421 1560 1652 3421 1557 Flt Permitted 0.11 1.00 1.00 0.23 1.00 1.00 0.28 1.00 1.00 0.13 1.00 1.00 Satd. Flow (perm) 210 3539 1552 430 3539 1549 494 3421 1560 225 3421 1557 Peak-hour factor, PHF 0.88 0.88 0.88 0.85 0.85 0.85 0.85 0.85 0.85 0.91 0.91 0.91 Adj. Flow (vph) 244 739 119 171 947 159 182 988 124 137 582 154 RTOR Reduction (vph) 0 0 80 0 0 105 0 0 79 0 0 104 Lane Group Flow (vph) 244 739 39 171 947 54 182 988 45 137 582 50 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 8 6 6 2 2 Actuated Green, G (s) 47.6 34.7 34.7 41.2 31.5 31.5 49.5 38.5 38.5 41.7 34.6 34.6 Effective Green, g (s) 49.4 35.7 35.7 43.2 32.5 32.5 50.6 39.5 39.5 43.7 35.6 35.6 Actuated g/C Ratio 0.45 0.32 0.32 0.39 0.30 0.30 0.46 0.36 0.36 0.40 0.32 0.32 Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 291 1149 504 299 1046 458 353 1228 560 194 1107 504 v/s Ratio Prot c0.11 0.21 0.06 c0.27 c0.06 c0.29 c0.05 0.17 v/s Ratio Perm 0.27 0.02 0.17 0.03 0.18 0.03 0.23 0.03 v/c Ratio 0.84 0.64 0.08 0.57 0.91 0.12 0.52 0.80 0.08 0.71 0.53 0.10 Uniform Delay, d1 27.2 31.7 25.7 23.4 37.3 28.3 19.1 31.8 23.3 24.2 30.3 26.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 18.6 1.2 0.1 2.6 11.0 0.1 1.3 5.7 0.3 11.1 1.8 0.4 Delay (s) 45.8 33.0 25.8 26.0 48.3 28.4 20.4 37.4 23.5 35.3 32.1 26.4 Level of Service DCCCDCCDCDCC Approach Delay (s) 35.0 42.8 33.7 31.6 Approach LOS DDCC Intersection Summary HCM Average Control Delay 36.2 HCM Level of Service D HCM Volume to Capacity ratio 0.80 Actuated Cycle Length (s) 110.0 Sum of lost time (s) 11.0 Intersection Capacity Utilization 79.3% ICU Level of Service D Analysis Period (min) 15 c Critical Lane Group 80 HCM Signalized Intersection Capacity Analysis 1: Lemay & Drake Long Total PM Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (vph) 270 875 165 215 845 135 135 710 125 155 1290 235 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width 12 12 12 12 12 12 10 11 12 10 11 12 Total Lost time (s) 3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 3.0 5.0 5.0 Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 Frpb, ped/bikes 1.00 1.00 0.98 1.00 1.00 0.98 1.00 1.00 0.99 1.00 1.00 0.98 Flpb, ped/bikes 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 Satd. Flow (prot) 1770 3539 1550 1770 3539 1548 1652 3421 1560 1652 3421 1558 Flt Permitted 0.12 1.00 1.00 0.13 1.00 1.00 0.09 1.00 1.00 0.22 1.00 1.00 Satd. Flow (perm) 219 3539 1550 240 3539 1548 154 3421 1560 375 3421 1558 Peak-hour factor, PHF 0.97 0.97 0.97 0.95 0.95 0.95 0.93 0.93 0.93 0.95 0.95 0.95 Adj. Flow (vph) 278 902 170 226 889 142 145 763 134 163 1358 247 RTOR Reduction (vph) 0 0 108 0 0 91 0 0 84 0 0 114 Lane Group Flow (vph) 278 902 62 226 889 51 145 763 50 163 1358 133 Confl. Peds. (#/hr) 2 3 3 2 1 1 1 1 Confl. Bikes (#/hr) 5824 Turn Type pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm pm+pt NA Perm Protected Phases 7 4 3 8 1 6 5 2 Permitted Phases 4 4 8 8 6 6 2 2 Actuated Green, G (s) 49.0 34.0 34.0 41.0 30.0 30.0 51.2 44.2 44.2 58.8 48.0 48.0 Effective Green, g (s) 50.0 35.0 35.0 43.0 31.0 31.0 53.2 45.2 45.2 60.0 49.0 49.0 Actuated g/C Ratio 0.42 0.29 0.29 0.36 0.26 0.26 0.44 0.38 0.38 0.50 0.41 0.41 Clearance Time (s) 4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 4.0 6.0 6.0 Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Lane Grp Cap (vph) 298 1032 452 239 914 400 168 1289 588 313 1397 636 v/s Ratio Prot c0.12 0.25 0.09 0.25 c0.06 0.22 c0.05 c0.40 v/s Ratio Perm c0.26 0.04 0.24 0.03 0.33 0.03 0.21 0.09 v/c Ratio 0.93 0.87 0.14 0.95 0.97 0.13 0.86 0.59 0.09 0.52 0.97 0.21 Uniform Delay, d1 33.5 40.4 31.4 31.0 44.1 34.1 27.5 30.0 24.1 18.8 34.8 23.0 Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Incremental Delay, d2 34.7 8.4 0.1 43.0 23.1 0.1 33.8 2.0 0.3 1.6 18.3 0.7 Delay (s) 68.2 48.8 31.5 74.0 67.2 34.3 61.3 32.0 24.4 20.3 53.1 23.7 Level of Service E D C E E C E CCCDC Approach Delay (s) 50.6 64.7 35.1 46.0 Approach LOS D E D D Intersection Summary HCM Average Control Delay 49.4 HCM Level of Service D HCM Volume to Capacity ratio 0.89 Actuated Cycle Length (s) 120.0 Sum of lost time (s) 6.0 Intersection Capacity Utilization 96.5% ICU Level of Service F Analysis Period (min) 15 c Critical Lane Group 81 HCM Unsignalized Intersection Capacity Analysis 2: Lemay & Scotch Pines/Church Long AM Total Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 30 0 25 15 0 35 40 1035 10 5 735 40 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% 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 Hourly flow rate (vph) 35 0 29 18 0 41 47 1218 12 6 865 47 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 555 pX, platoon unblocked 0.87 0.87 0.87 0.87 0.87 0.87 vC, conflicting volume 1644 2224 456 1791 2241 615 912 1229 vC1, stage 1 conf vol 900 900 1318 1318 vC2, stage 2 conf vol 744 1324 474 924 vCu, unblocked vol 1436 2104 65 1606 2125 615 591 1229 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 86 100 97 88 100 91 94 99 cM capacity (veh/h) 249 183 854 151 182 434 850 563 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 35 29 18 41 47 812 418 6 576 335 Volume Left 35 0 18 0 47 00600 Volume Right 0 29 0 41 0 0 12 0 0 47 cSH 249 854 151 434 850 1700 1700 563 1700 1700 Volume to Capacity 0.14 0.03 0.12 0.09 0.06 0.48 0.25 0.01 0.34 0.20 Queue Length 95th (ft) 12 3 10 8400100 Control Delay (s) 21.8 9.4 31.9 14.2 9.5 0.0 0.0 11.5 0.0 0.0 Lane LOS C A D B A B Approach Delay (s) 16.1 19.5 0.3 0.1 Approach LOS C C Intersection Summary Average Delay 1.2 Intersection Capacity Utilization 48.2% ICU Level of Service A Analysis Period (min) 15 82 HCM Unsignalized Intersection Capacity Analysis 2: Lemay & Scotch Pines/Church 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) 35 0 100 5 0 15 75 915 10 30 1520 120 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.91 0.91 0.91 0.85 0.85 0.85 0.94 0.94 0.94 0.93 0.93 0.93 Hourly flow rate (vph) 38 0 110 6 0 18 80 973 11 32 1634 129 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh) 2 Upstream signal (ft) 555 pX, platoon unblocked 0.61 0.61 0.61 0.61 0.61 0.61 vC, conflicting volume 2427 2907 882 2130 2966 492 1763 984 vC1, stage 1 conf vol 1763 1763 1138 1138 vC2, stage 2 conf vol 664 1144 992 1828 vCu, unblocked vol 2062 2848 0 1575 2945 492 975 984 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 71 100 83 96 100 97 81 95 cM capacity (veh/h) 133 127 662 158 80 522 429 698 Direction, Lane # EB 1 EB 2 WB 1 WB 2 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 38 110 6 18 80 649 335 32 1090 674 Volume Left 38 0 6 0 80 0 0 32 0 0 Volume Right 0 110 0 18 0 0 11 0 0 129 cSH 133 662 158 522 429 1700 1700 698 1700 1700 Volume to Capacity 0.29 0.17 0.04 0.03 0.19 0.38 0.20 0.05 0.64 0.40 Queue Length 95th (ft) 28 15 3 3 17 00400 Control Delay (s) 42.6 11.5 28.7 12.1 15.3 0.0 0.0 10.4 0.0 0.0 Lane LOS E B D B C B Approach Delay (s) 19.6 16.3 1.1 0.2 Approach LOS C C Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 68.6% ICU Level of Service C Analysis Period (min) 15 83 HCM Unsignalized Intersection Capacity Analysis 5: Lemay & Strachan/Church Long AM Total Synchro 8 Light Report Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Volume (veh/h) 15 0 15 5005 1110 5 5 775 5 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% 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 Hourly flow rate (vph) 18 0 18 6006 1306 6 6 912 6 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 920 pX, platoon unblocked 0.88 0.88 0.88 0.88 0.88 0.88 vC, conflicting volume 1591 2250 459 1806 2250 656 918 1312 vC1, stage 1 conf vol 926 926 1321 1321 vC2, stage 2 conf vol 665 1324 485 929 vCu, unblocked vol 1397 2147 108 1641 2147 656 630 1312 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 94 100 98 96 100 100 99 99 cM capacity (veh/h) 282 188 813 158 192 408 833 523 Direction, Lane # EB 1 EB 2 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 18 18 6 6 871 441 6 608 310 Volume Left 18 06600600 Volume Right 0 18 0006006 cSH 282 813 158 833 1700 1700 523 1700 1700 Volume to Capacity 0.06 0.02 0.04 0.01 0.51 0.26 0.01 0.36 0.18 Queue Length 95th (ft) 523100100 Control Delay (s) 18.6 9.5 28.7 9.4 0.0 0.0 12.0 0.0 0.0 Lane LOS C A D A B Approach Delay (s) 14.1 28.7 0.0 0.1 Approach LOS B D Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 41.7% ICU Level of Service A Analysis Period (min) 15 84 HCM Unsignalized Intersection Capacity Analysis 5: Lemay & Strachan/Church 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) 10 0 15 10 0 5 15 1035 15 5 1570 20 Sign Control Stop Stop Free Free Grade 0% 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.97 0.97 0.97 0.91 0.91 0.91 Hourly flow rate (vph) 12 0 18 12 0 6 15 1067 15 5 1725 22 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) 920 pX, platoon unblocked 0.62 0.62 0.62 0.62 0.62 0.62 vC, conflicting volume 2318 2861 874 1997 2864 541 1747 1082 vC1, stage 1 conf vol 1747 1747 1106 1106 vC2, stage 2 conf vol 570 1113 891 1758 vCu, unblocked vol 1907 2777 0 1394 2782 541 994 1082 tC, single (s) 7.5 6.5 6.9 7.5 6.5 6.9 4.1 4.1 tC, 2 stage (s) 6.5 5.5 6.5 5.5 tF (s) 3.5 4.0 3.3 3.5 4.0 3.3 2.2 2.2 p0 queue free % 92 100 97 94 100 99 96 99 cM capacity (veh/h) 149 151 677 202 142 485 432 640 Direction, Lane # EB 1 EB 2 WB 1 NB 1 NB 2 NB 3 SB 1 SB 2 SB 3 Volume Total 12 18 18 15 711 371 5 1150 597 Volume Left 12 0 12 15 00500 Volume Right 0 18 6 0 0 15 0 0 22 cSH 149 677 251 432 1700 1700 640 1700 1700 Volume to Capacity 0.08 0.03 0.07 0.04 0.42 0.22 0.01 0.68 0.35 Queue Length 95th (ft) 626300100 Control Delay (s) 31.3 10.5 20.4 13.6 0.0 0.0 10.7 0.0 0.0 Lane LOS D B C B B Approach Delay (s) 18.8 20.4 0.2 0.0 Approach LOS C C Intersection Summary Average Delay 0.4 Intersection Capacity Utilization 58.2% ICU Level of Service B Analysis Period (min) 15 85 HCM Unsignalized Intersection Capacity Analysis 8: Church & Drake Long AM Total Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 870 10 10 1070 15 20 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 1024 12 12 1259 18 24 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1035 1682 518 vC1, stage 1 conf vol 1029 vC2, stage 2 conf vol 653 vCu, unblocked vol 1035 1682 518 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 98 93 95 cM capacity (veh/h) 667 261 503 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 682 353 12 629 629 41 Volume Left 0 0 12 0 0 18 Volume Right 0 12 0 0 0 24 cSH 1700 1700 667 1700 1700 360 Volume to Capacity 0.40 0.21 0.02 0.37 0.37 0.11 Queue Length 95th (ft) 0010010 Control Delay (s) 0.0 0.0 10.5 0.0 0.0 16.3 Lane LOS B C Approach Delay (s) 0.0 0.1 16.3 Approach LOS C Intersection Summary Average Delay 0.3 Intersection Capacity Utilization 39.6% ICU Level of Service A Analysis Period (min) 15 86 HCM Unsignalized Intersection Capacity Analysis 8: Church & Drake Long Total PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 1115 40 40 1175 20 25 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.95 0.95 0.95 0.95 0.85 0.85 Hourly flow rate (vph) 1174 42 42 1237 24 29 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type None TWLTL Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1216 1897 608 vC1, stage 1 conf vol 1195 vC2, stage 2 conf vol 703 vCu, unblocked vol 1216 1897 608 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 93 89 93 cM capacity (veh/h) 569 214 439 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 782 433 42 618 618 53 Volume Left 0 0 42 0 0 24 Volume Right 0 42 0 0 0 29 cSH 1700 1700 569 1700 1700 299 Volume to Capacity 0.46 0.25 0.07 0.36 0.36 0.18 Queue Length 95th (ft) 0060016 Control Delay (s) 0.0 0.0 11.8 0.0 0.0 19.6 Lane LOS B C Approach Delay (s) 0.0 0.4 19.6 Approach LOS C Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 43.2% ICU Level of Service A Analysis Period (min) 15 87 HCM Unsignalized Intersection Capacity Analysis 10: Dorado & Drake Long AM Total Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 885 5 5 1075 5 5 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 1041 6 6 1265 6 6 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1047 1688 524 vC1, stage 1 conf vol 1044 vC2, stage 2 conf vol 644 vCu, unblocked vol 1047 1688 524 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 98 99 cM capacity (veh/h) 660 259 498 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 694 353 6 632 632 12 Volume Left 006006 Volume Right 060006 cSH 1700 1700 660 1700 1700 341 Volume to Capacity 0.41 0.21 0.01 0.37 0.37 0.03 Queue Length 95th (ft) 001003 Control Delay (s) 0.0 0.0 10.5 0.0 0.0 15.9 Lane LOS B C Approach Delay (s) 0.0 0.0 15.9 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 39.7% ICU Level of Service A Analysis Period (min) 15 88 HCM Unsignalized Intersection Capacity Analysis 10: Dorado & Drake Long Total PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 1135 5 5 1210 5 5 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.93 0.93 0.94 0.94 0.85 0.85 Hourly flow rate (vph) 1220 5 5 1287 6 6 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1226 1877 613 vC1, stage 1 conf vol 1223 vC2, stage 2 conf vol 654 vCu, unblocked vol 1226 1877 613 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 97 99 cM capacity (veh/h) 564 215 436 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 Volume Total 814 412 5 644 644 12 Volume Left 005006 Volume Right 050006 cSH 1700 1700 564 1700 1700 288 Volume to Capacity 0.48 0.24 0.01 0.38 0.38 0.04 Queue Length 95th (ft) 001003 Control Delay (s) 0.0 0.0 11.4 0.0 0.0 18.0 Lane LOS B C Approach Delay (s) 0.0 0.0 18.0 Approach LOS C Intersection Summary Average Delay 0.1 Intersection Capacity Utilization 43.4% ICU Level of Service A Analysis Period (min) 15 89 HCM Unsignalized Intersection Capacity Analysis 12: Drake & Brookwood (north leg) Long AM Total Synchro 8 Light Report Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 15 875 1035 15 30 45 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 18 1029 1218 18 35 53 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1235 1776 618 vC1, stage 1 conf vol 1226 vC2, stage 2 conf vol 550 vCu, unblocked vol 1235 1776 618 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 97 84 88 cM capacity (veh/h) 560 219 432 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 18 515 515 812 424 35 53 Volume Left 18 0000350 Volume Right 000018053 cSH 560 1700 1700 1700 1700 219 432 Volume to Capacity 0.03 0.30 0.30 0.48 0.25 0.16 0.12 Queue Length 95th (ft) 200001410 Control Delay (s) 11.6 0.0 0.0 0.0 0.0 24.5 14.5 Lane LOS B C B Approach Delay (s) 0.2 0.0 18.5 Approach LOS C Intersection Summary Average Delay 0.8 Intersection Capacity Utilization 39.1% ICU Level of Service A Analysis Period (min) 15 90 HCM Unsignalized Intersection Capacity Analysis 12: Drake & Brookwood (north leg) Long Total PM Synchro 8 Light Report Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 45 1095 1180 35 15 35 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.92 0.92 0.88 0.88 Hourly flow rate (vph) 50 1217 1283 38 17 40 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1321 2010 660 vC1, stage 1 conf vol 1302 vC2, stage 2 conf vol 708 vCu, unblocked vol 1321 2010 660 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 90 91 90 cM capacity (veh/h) 519 191 405 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 50 608 608 855 466 17 40 Volume Left 50 0000170 Volume Right 000038040 cSH 519 1700 1700 1700 1700 191 405 Volume to Capacity 0.10 0.36 0.36 0.50 0.27 0.09 0.10 Queue Length 95th (ft) 8000078 Control Delay (s) 12.7 0.0 0.0 0.0 0.0 25.7 14.8 Lane LOS B D B Approach Delay (s) 0.5 0.0 18.1 Approach LOS C Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 47.4% ICU Level of Service A Analysis Period (min) 15 91 HCM Unsignalized Intersection Capacity Analysis 15: Brookwood (South Leg) & Drake Long AM Total Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 890 15 5 1030 20 35 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Hourly flow rate (vph) 1047 18 6 1212 24 41 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL None Median storage veh) 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1065 1674 532 vC1, stage 1 conf vol 1056 vC2, stage 2 conf vol 618 vCu, unblocked vol 1065 1674 532 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 99 91 92 cM capacity (veh/h) 650 258 492 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 Volume Total 698 367 6 606 606 24 41 Volume Left 00600240 Volume Right 0 18 000041 cSH 1700 1700 650 1700 1700 258 492 Volume to Capacity 0.41 0.22 0.01 0.36 0.36 0.09 0.08 Queue Length 95th (ft) 0010077 Control Delay (s) 0.0 0.0 10.6 0.0 0.0 20.3 13.0 Lane LOS B C B Approach Delay (s) 0.0 0.1 15.7 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 38.5% ICU Level of Service A Analysis Period (min) 15 92 HCM Unsignalized Intersection Capacity Analysis 15: Brookwood (South Leg) & Drake Long Total PM Synchro 8 Light Report Movement EBT EBR WBL WBT NBL NBR Lane Configurations Volume (veh/h) 1080 30 30 1195 20 15 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.90 0.90 0.91 0.91 0.85 0.85 Hourly flow rate (vph) 1200 33 33 1313 24 18 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1233 1939 617 vC1, stage 1 conf vol 1217 vC2, stage 2 conf vol 723 vCu, unblocked vol 1233 1939 617 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s) 5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 94 89 96 cM capacity (veh/h) 561 209 433 Direction, Lane # EB 1 EB 2 WB 1 WB 2 WB 3 NB 1 NB 2 Volume Total 800 433 33 657 657 24 18 Volume Left 0 0 33 0 0 24 0 Volume Right 0 33 000018 cSH 1700 1700 561 1700 1700 209 433 Volume to Capacity 0.47 0.25 0.06 0.39 0.39 0.11 0.04 Queue Length 95th (ft) 0050093 Control Delay (s) 0.0 0.0 11.8 0.0 0.0 24.4 13.7 Lane LOS B C B Approach Delay (s) 0.0 0.3 19.8 Approach LOS C Intersection Summary Average Delay 0.5 Intersection Capacity Utilization 43.0% ICU Level of Service A Analysis Period (min) 15 93 APPENDIX H 94 SCALE: 1"=1000' PEDESTRIAN INFLUENCE AREA DELICH ASSOCIATES Drake Road Lemay Avenue Strachan Drive Dorado Court Brookwood Drive Timberline Road Brookwood Drive Horsetooth Road Lemay Avenue 95 Pedestrian LOS Worksheet Project Location Classification: Activity Center Level of Service (minimum based on project location classification) Description of Applicable Destination Area Within 1320’ Destination Area Classification Directness Continuity Street Crossings Visual Interest & Amenities Security Minimum B B B B B 1 Actual A C C B B Woodward Governor to the northeast Industrial Proposed A C C B B Minimum B B B B B 2 Actual C C A B B Neighborhood to the east Residential Proposed C C A B B Minimum B B B B B 3 Actual E/F C A B B Neighborhood to the south Residential Proposed E/F C A B B Minimum B B B B B 4 Actual E/F C C B B Neighborhood to the southwest Residential Proposed E/F C C B B Minimum B B B B B 5 Actual B C C B B Scotch Pines to the west Commercial Proposed B C C B B Minimum 6 Actual Proposed Minimum 7 Actual Proposed Minimum 8 Actual Proposed Minimum 9 Actual Proposed Minimum 10 Actual Proposed 96 SCALE: 1"=1000' BICYCLE INFLUENCE AREA DELICH ASSOCIATES Drake Road Lemay Avenue Strachan Drive Dorado Court Brookwood Drive Timberline Road Brookwood Drive Horsetooth Road Lemay Avenue 97 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 Scotch Pines to the west Commercial B A A 2 3 4 98