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CENTRE FOR ADVANCED TECHNOLOGY 23RD, LOT 2 OFFICE BUILDING - PDP/FDP - FDP150007 - SUBMITTAL DOCUMENTS - ROUND 1 - TRAFFIC STUDY
APPENDIX A 1 APPENDIX B 6 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/19/2015 Observer: Sue Day: Thursday Jurisdiction: Fort Collins R = right turn Intersection: Centre/Botanical-NRRC S = straight L = left turn Time Northbound: Centre Southbound: Centre Total Eastbound: Botanical Westbound: NRRC 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 0 106 14 120 9534 66 186 700 7 005 5 12 198 7:45 1 137 15 153 6637 76 229 600 6 100 1 7 236 8:00 29516 113 15 58 3 76 189 600 6 001 1 7 196 8:15 17015 86 12 57 4 73 159 800 8 001 1 9 168 7:30-8:30 4 408 60 472 42 231 18 291 763 2700 27 107 8 35 798 PHF 0.5 0.74 0.94 0.77 0.7 0.92 0.64 0.96 0.84 n/a n/a 0.84 0.25 n/a 0.35 0.4 0.85 4:30 1721 74 2925 99 173 501 6 24114 39 45 218 4:45 0792 81 1 123 5 129 210 600 6 18017 35 41 251 5:00 2860 88 2 122 10 134 222 501 6 11116 28 34 256 5:15 0700 70 1 117 12 130 200 400 4 13013 26 30 230 4:30-5:30 3 307 3 313 6 454 32 492 805 20 0 2 22 66 2 60 128 150 955 PHF 0.38 0.89 0.38 0.89 0.75 0.92 0.67 0.92 0.83 n/a 0.5 0.92 0.69 0.5 0.88 0.82 0.93 7 DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 2/18/2015 Observer: Sue Day: Wednesday Jurisdiction: Fort Collins R = right turn Intersection: Centre/Rolland Moore-Phemister S = straight L = left turn Time Northbound: Centre Southbound: Centre Total Eastbound: Rolland Moore Westbound: Phemister 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 8 117 25 150 22 34 2 58 208 22 34 2 58 1014 15 73 281 7:45 2 128 33 163 26 51 2 79 242 26 51 2 79 104 5 84 326 8:00 79416 117 23 53 0 76 193 23 53 0 76 102 3 79 272 8:15 67015 91 13 39 2 54 145 13 39 2 54 205 7 61 206 7:30-8:30 23 409 89 521 84 177 6 267 788 84 177 6 267 5 0 25 30 297 1085 PHF 0.72 0.8 0.67 0.8 0.81 0.83 0.75 0.84 0.81 0.83 0.75 0.84 0.63 n/a 0.45 0.5 0.83 4:30 8612 71 16 104 11 131 202 608 14 13 0 17 30 44 246 4:45 8542 64 5 106 6 117 181 4011 15 13 6 11 30 45 226 5:00 15 67 2 84 6 114 11 131 215 10 0 13 23 12 7 20 39 62 277 5:15 11 60 1 72 19619 116 188 9015 24 17 5 21 43 67 255 4:30-5:30 42 242 7 291 28 420 47 495 786 29 0 47 76 55 18 69 142 218 1004 PHF 0.7 0.9 0.88 0.87 0.44 0.92 0.62 0.94 0.73 n/a 0.78 0.79 0.81 0.64 0.82 0.83 0.91 8 APPENDIX C 9 HCM 2010 TWSC 3: Centre & Botanical/NRRC recent am 2/23/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 27 0 0 1 0 7 4 408 60 42 231 18 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 32 0 0 1 0 8 5 480 71 49 272 21 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 910 941 282 906 917 515 293 0 0 551 0 0 Stage 1 381 381 - 525 525 - - - - - - - Stage 2 529 560 - 381 392 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 255 263 757 257 272 560 1269 - - 1019 - - Stage 1 641 613 - 536 529 - - - - - - - Stage 2 533 511 - 641 606 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 241 249 757 247 258 560 1269 - - 1019 - - Mov Cap-2 Maneuver 241 249 - 247 258 - - - - - - - Stage 1 638 584 - 534 527 - - - - - - - Stage 2 523 509 - 610 577 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 22.2 12.5 0.1 1.3 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1269 - - 241 - 247 560 1019 - - HCM Lane V/C Ratio 0.004 - - 0.132 - 0.005 0.015 0.048 - - HCM Control Delay (s) 7.8 - - 22.2 0 19.6 11.5 8.7 - - HCM Lane LOS A - - C A C B A - - HCM 95th %tile Q(veh) 0 - - 0.4 - 0 0 0.2 - - 10 Lanes and Geometrics 3: Centre & Botanical/NRRC recent am 2/23/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.850 0.981 0.989 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 0 1770 1583 0 1770 1827 0 1770 1842 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1863 0 1770 1583 0 1770 1827 0 1770 1842 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 441 499 793 336 Travel Time (s) 10.0 11.3 18.0 7.6 Intersection Summary Area Type: Other 11 HCM 2010 TWSC 3: Centre & Botanical/NRRC recent pm 2/23/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 3.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 20 0 0 66 2 60 3 307 3 6 454 32 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 24 0 0 78 2 71 4 361 4 7 534 38 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 973 939 553 937 956 363 572 0 0 365 0 0 Stage 1 567 567 - 370 370 - - - - - - - Stage 2 406 372 - 567 586 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 231 264 533 245 258 682 1001 - - 1194 - - Stage 1 508 507 - 650 620 - - - - - - - Stage 2 622 619 - 508 497 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 204 261 533 243 255 682 1001 - - 1194 - - Mov Cap-2 Maneuver 204 261 - 243 255 - - - - - - - Stage 1 506 504 - 647 618 - - - - - - - Stage 2 553 617 - 505 494 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 24.9 19.2 0.1 0.1 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1001 - - 204 - 243 647 1194 - - HCM Lane V/C Ratio 0.004 - - 0.115 - 0.32 0.113 0.006 - - HCM Control Delay (s) 8.6 - - 24.9 0 26.6 11.3 8 - - HCM Lane LOS A - - C A D B A - - HCM 95th %tile Q(veh) 0 - - 0.4 - 1.3 0.4 0 - - 12 Lanes and Geometrics 3: Centre & Botanical/NRRC recent pm 2/23/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.854 0.998 0.990 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 0 1770 1591 0 1770 1859 0 1770 1844 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1863 0 1770 1591 0 1770 1859 0 1770 1844 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 441 499 793 336 Travel Time (s) 10.0 11.3 18.0 7.6 Intersection Summary Area Type: Other 13 HCM 2010 TWSC 6: Centre & Rolland Moore/Phemister recent am 2/23/2015 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 41 15 31 5 0 25 23 409 89 84 177 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 48 18 36 6 0 29 27 481 105 99 208 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1011 1049 212 1024 1001 534 215 0 0 586 0 0 Stage 1 409 409 - 588 588 - - - - - - - Stage 2 602 640 - 436 413 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 218 227 828 214 243 546 1355 - - 989 - - Stage 1 619 596 - 495 496 - - - - - - - Stage 2 486 470 - 599 594 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 188 200 828 174 214 546 1355 - - 989 - - Mov Cap-2 Maneuver 188 200 - 174 214 - - - - - - - Stage 1 607 536 - 485 486 - - - - - - - Stage 2 451 461 - 498 535 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 22.4 14.4 0.3 2.8 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1355 - - 188 409 174 546 989 - - HCM Lane V/C Ratio 0.02 - - 0.257 0.132 0.034 0.054 0.1 - - HCM Control Delay (s) 7.7 - - 30.6 15.1 26.4 12 9 - - HCM Lane LOS A - - D C D B A - - HCM 95th %tile Q(veh) 0.1 - - 1 0.5 0.1 0.2 0.3 - - 14 Lanes and Geometrics 6: Centre & Rolland Moore/Phemister recent am 2/23/2015 Baseline Synchro 9 Light Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.900 0.850 0.973 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1676 0 1770 1583 0 1770 1812 0 1770 1853 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1676 0 1770 1583 0 1770 1812 0 1770 1853 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 382 286 462 793 Travel Time (s) 8.7 6.5 10.5 18.0 Intersection Summary Area Type: Other 15 HCM 2010 TWSC 6: Centre & Rolland Moore/Phemister recent pm 2/23/2015 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 29 0 47 55 18 69 42 242 7 28 420 47 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 0 55 65 21 81 49 285 8 33 494 55 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1027 980 522 1003 1003 289 549 0 0 293 0 0 Stage 1 588 588 - 388 388 - - - - - - - Stage 2 439 392 - 615 615 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 213 250 555 221 242 750 1021 - - 1269 - - Stage 1 495 496 - 636 609 - - - - - - - Stage 2 597 606 - 479 482 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 167 232 555 188 224 750 1021 - - 1269 - - Mov Cap-2 Maneuver 167 232 - 188 224 - - - - - - - Stage 1 471 483 - 605 580 - - - - - - - Stage 2 488 577 - 420 469 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 19.8 21.6 1.3 0.4 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1021 - - 167 555 188 505 1269 - - HCM Lane V/C Ratio 0.048 - - 0.204 0.1 0.344 0.203 0.026 - - HCM Control Delay (s) 8.7 - - 32 12.2 33.9 13.9 7.9 - - HCM Lane LOS A - - D B D B A - - HCM 95th %tile Q(veh) 0.2 - - 0.7 0.3 1.4 0.8 0.1 - - 16 Lanes and Geometrics 6: Centre & Rolland Moore/Phemister recent pm 2/23/2015 Baseline Synchro 9 Light Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.850 0.881 0.996 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1583 0 1770 1641 0 1770 1855 0 1770 1835 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1583 0 1770 1641 0 1770 1855 0 1770 1835 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 382 286 462 793 Travel Time (s) 8.7 6.5 10.5 18.0 Intersection Summary Area Type: Other 17 HCM 2010 TWSC 12: Grove Access & Rolland Moore recent am 2/23/2015 Baseline Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 82 0 1 28 1 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 96 0 1 33 1 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 96 0 131 96 Stage 1 - - - - 96 - Stage 2 - - - - 35 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1498 - 863 960 Stage 1 - - - - 928 - Stage 2 - - - - 987 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1498 - 862 960 Mov Cap-2 Maneuver - - - - 862 - Stage 1 - - - - 928 - Stage 2 - - - - 986 - Approach EB WB NB HCM Control Delay, s 0 0.3 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 942 - - 1498 - HCM Lane V/C Ratio 0.007 - - 0.001 - HCM Control Delay (s) 8.9 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 18 Lanes and Geometrics 12: Grove Access & Rolland Moore recent am 2/23/2015 Baseline Synchro 9 Light Report Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.884 Flt Protected 0.999 0.993 Satd. Flow (prot) 1863 0 0 1861 1635 0 Flt Permitted 0.999 0.993 Satd. Flow (perm) 1863 0 0 1861 1635 0 Link Speed (mph) 30 30 30 Link Distance (ft) 340 382 173 Travel Time (s) 7.7 8.7 3.9 Intersection Summary Area Type: Other 19 HCM 2010 TWSC 12: Grove Access & Rolland Moore recent pm 2/23/2015 Baseline Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 74 2 4 103 2 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 87 2 5 121 2 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 89 0 219 88 Stage 1 - - - - 88 - Stage 2 - - - - 131 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1506 - 769 970 Stage 1 - - - - 935 - Stage 2 - - - - 895 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1506 - 766 970 Mov Cap-2 Maneuver - - - - 766 - Stage 1 - - - - 935 - Stage 2 - - - - 891 - Approach EB WB NB HCM Control Delay, s 0 0.3 9.2 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 856 - - 1506 - HCM Lane V/C Ratio 0.005 - - 0.003 - HCM Control Delay (s) 9.2 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 20 Lanes and Geometrics 12: Grove Access & Rolland Moore recent pm 2/23/2015 Baseline Synchro 9 Light Report Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.932 Flt Protected 0.998 0.976 Satd. Flow (prot) 1857 0 0 1859 1694 0 Flt Permitted 0.998 0.976 Satd. Flow (perm) 1857 0 0 1859 1694 0 Link Speed (mph) 30 30 30 Link Distance (ft) 340 382 173 Travel Time (s) 7.7 8.7 3.9 Intersection Summary Area Type: Other 21 HCM 2010 TWSC 9: Rolland Moore & Perennial recent am 2/23/2015 Baseline Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 7 70 26 3 12 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 82 31 4 14 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 34 0 - 0 131 32 Stage 1 - - - - 32 - Stage 2 - - - - 99 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1578 - - - 863 1042 Stage 1 - - - - 991 - Stage 2 - - - - 925 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1578 - - - 859 1042 Mov Cap-2 Maneuver - - - - 859 - Stage 1 - - - - 991 - Stage 2 - - - - 920 - Approach EB WB SB HCM Control Delay, s 0.7 0 9 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1578 - - - 912 HCM Lane V/C Ratio 0.005 - - - 0.023 HCM Control Delay (s) 7.3 0 - - 9 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 22 Lanes and Geometrics 9: Rolland Moore & Perennial recent am 2/23/2015 Baseline Synchro 9 Light Report Page 5 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.985 0.955 Flt Protected 0.996 0.968 Satd. Flow (prot) 0 1855 1835 0 1722 0 Flt Permitted 0.996 0.968 Satd. Flow (perm) 0 1855 1835 0 1722 0 Link Speed (mph) 30 30 30 Link Distance (ft) 399 340 354 Travel Time (s) 9.1 7.7 8.0 Intersection Summary Area Type: Other 23 HCM 2010 TWSC 9: Rolland Moore & Perennial recent pm 2/23/2015 Baseline Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 8 69 89 16 7 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 81 105 19 8 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 124 0 - 0 214 114 Stage 1 - - - - 114 - Stage 2 - - - - 100 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1463 - - - 774 939 Stage 1 - - - - 911 - Stage 2 - - - - 924 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1463 - - - 769 939 Mov Cap-2 Maneuver - - - - 769 - Stage 1 - - - - 911 - Stage 2 - - - - 918 - Approach EB WB SB HCM Control Delay, s 0.8 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1463 - - - 856 HCM Lane V/C Ratio 0.006 - - - 0.022 HCM Control Delay (s) 7.5 0 - - 9.3 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 24 Lanes and Geometrics 9: Rolland Moore & Perennial recent pm 2/23/2015 Baseline Synchro 9 Light Report Page 5 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.979 0.922 Flt Protected 0.995 0.979 Satd. Flow (prot) 0 1853 1824 0 1681 0 Flt Permitted 0.995 0.979 Satd. Flow (perm) 0 1853 1824 0 1681 0 Link Speed (mph) 30 30 30 Link Distance (ft) 399 340 354 Travel Time (s) 9.1 7.7 8.0 Intersection Summary Area Type: Other 25 Table 4-3 Fort Collins (GMA and City Limits) Motor Vehicle LOS Standards (Intersections) Intersection type Land Use (from structure plan) Commercial corridors Other corridors within: Mixed use districts Low density mixed use residential All other areas Signalized intersections (overall) D E* D D Any Leg E E D E Any Movement E E D E Stop sign control (arterial/arterial, 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 26 UNSIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 SIGNALIZED INTERSECTIONS Level-of-Service Average Total Delay sec/veh A < 10 B > 10 and < 20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F > 80 27 APPENDIX D 28 HCM 2010 TWSC 3: Centre & Botanical/NRRC Short Background AM 2/23/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 28 0 0 1 0 7 4 420 62 43 238 19 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 33 0 0 1 0 8 5 494 73 51 280 22 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 936 968 291 932 944 531 302 0 0 567 0 0 Stage 1 392 392 - 540 540 - - - - - - - Stage 2 544 576 - 392 404 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 245 254 748 247 262 548 1259 - - 1005 - - Stage 1 633 606 - 526 521 - - - - - - - Stage 2 523 502 - 633 599 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 231 240 748 237 248 548 1259 - - 1005 - - Mov Cap-2 Maneuver 231 240 - 237 248 - - - - - - - Stage 1 630 575 - 524 519 - - - - - - - Stage 2 513 500 - 601 569 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.2 12.8 0.1 1.3 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1259 - - 231 - 237 548 1005 - - HCM Lane V/C Ratio 0.004 - - 0.143 - 0.005 0.015 0.05 - - HCM Control Delay (s) 7.9 - - 23.2 0 20.3 11.7 8.8 - - HCM Lane LOS A - - C A C B A - - HCM 95th %tile Q(veh) 0 - - 0.5 - 0 0 0.2 - - 29 Lanes and Geometrics 3: Centre & Botanical/NRRC Short Background AM 2/23/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.850 0.981 0.989 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 0 1770 1583 0 1770 1827 0 1770 1842 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1863 0 1770 1583 0 1770 1827 0 1770 1842 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 441 499 793 336 Travel Time (s) 10.0 11.3 18.0 7.6 Intersection Summary Area Type: Other 30 HCM 2010 TWSC 3: Centre & Botanical/NRRC Short Background PM 2/23/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 21 0 0 68 2 62 3 316 3 6 468 33 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 0 0 80 2 73 4 372 4 7 551 39 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1002 966 570 965 985 374 589 0 0 375 0 0 Stage 1 584 584 - 381 381 - - - - - - - Stage 2 418 382 - 584 604 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 221 255 521 234 248 672 986 - - 1183 - - Stage 1 498 498 - 641 613 - - - - - - - Stage 2 612 613 - 498 488 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 194 252 521 232 246 672 986 - - 1183 - - Mov Cap-2 Maneuver 194 252 - 232 246 - - - - - - - Stage 1 496 495 - 638 611 - - - - - - - Stage 2 541 611 - 495 485 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 26.2 20.2 0.1 0.1 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 986 - - 194 - 232 638 1183 - - HCM Lane V/C Ratio 0.004 - - 0.127 - 0.345 0.118 0.006 - - HCM Control Delay (s) 8.7 - - 26.2 0 28.5 11.4 8.1 - - HCM Lane LOS A - - D A D B A - - HCM 95th %tile Q(veh) 0 - - 0.4 - 1.5 0.4 0 - - 31 Lanes and Geometrics 3: Centre & Botanical/NRRC Short Background PM 2/23/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.854 0.998 0.990 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 0 1770 1591 0 1770 1859 0 1770 1844 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1863 0 1770 1591 0 1770 1859 0 1770 1844 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 441 499 793 336 Travel Time (s) 10.0 11.3 18.0 7.6 Intersection Summary Area Type: Other 32 HCM 2010 TWSC 6: Centre & Rolland Moore/Phemister Short Background AM 2/23/2015 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 3.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 42 15 32 5 0 26 24 421 92 87 182 6 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 49 18 38 6 0 31 28 495 108 102 214 7 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1043 1082 218 1056 1032 549 221 0 0 604 0 0 Stage 1 422 422 - 606 606 - - - - - - - Stage 2 621 660 - 450 426 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 207 217 822 203 233 535 1348 - - 974 - - Stage 1 609 588 - 484 487 - - - - - - - Stage 2 475 460 - 589 586 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 177 190 822 163 204 535 1348 - - 974 - - Mov Cap-2 Maneuver 177 190 - 163 204 - - - - - - - Stage 1 596 526 - 474 477 - - - - - - - Stage 2 439 450 - 486 525 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.8 14.6 0.3 2.9 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1348 - - 177 399 163 535 974 - - HCM Lane V/C Ratio 0.021 - - 0.279 0.139 0.036 0.057 0.105 - - HCM Control Delay (s) 7.7 - - 33 15.5 27.9 12.1 9.1 - - HCM Lane LOS A - - D C D B A - - HCM 95th %tile Q(veh) 0.1 - - 1.1 0.5 0.1 0.2 0.4 - - 33 Lanes and Geometrics 6: Centre & Rolland Moore/Phemister Short Background AM 2/23/2015 Baseline Synchro 9 Light Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.898 0.850 0.973 0.995 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1673 0 1770 1583 0 1770 1812 0 1770 1853 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1673 0 1770 1583 0 1770 1812 0 1770 1853 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 382 286 462 793 Travel Time (s) 8.7 6.5 10.5 18.0 Intersection Summary Area Type: Other 34 HCM 2010 TWSC 6: Centre & Rolland Moore/Phemister Short Background PM 2/23/2015 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 5.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 30 0 48 57 19 71 43 249 7 29 433 48 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 35 0 56 67 22 84 51 293 8 34 509 56 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1057 1008 538 1032 1032 297 566 0 0 301 0 0 Stage 1 606 606 - 398 398 - - - - - - - Stage 2 451 402 - 634 634 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 203 240 543 211 233 742 1006 - - 1260 - - Stage 1 484 487 - 628 603 - - - - - - - Stage 2 588 600 - 467 473 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 156 222 543 178 215 742 1006 - - 1260 - - Mov Cap-2 Maneuver 156 222 - 178 215 - - - - - - - Stage 1 459 474 - 596 572 - - - - - - - Stage 2 476 570 - 407 460 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 21 23.2 1.3 0.5 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1006 - - 156 543 178 489 1260 - - HCM Lane V/C Ratio 0.05 - - 0.226 0.104 0.377 0.217 0.027 - - HCM Control Delay (s) 8.8 - - 34.7 12.4 37 14.4 7.9 - - HCM Lane LOS A - - D BEBA-- HCM 95th %tile Q(veh) 0.2 - - 0.8 0.3 1.6 0.8 0.1 - - 35 Lanes and Geometrics 6: Centre & Rolland Moore/Phemister Short Background PM 2/23/2015 Baseline Synchro 9 Light Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.850 0.881 0.996 0.985 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1583 0 1770 1641 0 1770 1855 0 1770 1835 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1583 0 1770 1641 0 1770 1855 0 1770 1835 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 382 286 462 793 Travel Time (s) 8.7 6.5 10.5 18.0 Intersection Summary Area Type: Other 36 HCM 2010 TWSC 12: Grove Access & Rolland Moore Short Background AM 2/23/2015 Baseline Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.5 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 84 0 1 29 1 5 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 99 0 1 34 1 6 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 99 0 135 99 Stage 1 - - - - 99 - Stage 2 - - - - 36 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1494 - 859 957 Stage 1 - - - - 925 - Stage 2 - - - - 986 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1494 - 858 957 Mov Cap-2 Maneuver - - - - 858 - Stage 1 - - - - 925 - Stage 2 - - - - 985 - Approach EB WB NB HCM Control Delay, s 0 0.2 8.9 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 939 - - 1494 - HCM Lane V/C Ratio 0.008 - - 0.001 - HCM Control Delay (s) 8.9 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 37 Lanes and Geometrics 12: Grove Access & Rolland Moore Short Background AM 2/23/2015 Baseline Synchro 9 Light Report Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.884 Flt Protected 0.999 0.993 Satd. Flow (prot) 1863 0 0 1861 1635 0 Flt Permitted 0.999 0.993 Satd. Flow (perm) 1863 0 0 1861 1635 0 Link Speed (mph) 30 30 30 Link Distance (ft) 340 382 173 Travel Time (s) 7.7 8.7 3.9 Intersection Summary Area Type: Other 38 HCM 2010 TWSC 12: Grove Access & Rolland Moore Short Background PM 2/23/2015 Baseline Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.4 Movement EBT EBR WBL WBT NBL NBR Vol, veh/h 76 2 4 106 2 2 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 89 2 5 125 2 2 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 92 0 225 91 Stage 1 - - - - 91 - Stage 2 - - - - 134 - Critical Hdwy - - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap-1 Maneuver - - 1503 - 763 967 Stage 1 - - - - 933 - Stage 2 - - - - 892 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 1503 - 760 967 Mov Cap-2 Maneuver - - - - 760 - Stage 1 - - - - 933 - Stage 2 - - - - 888 - Approach EB WB NB HCM Control Delay, s 0 0.3 9.3 HCM LOS A Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 851 - - 1503 - HCM Lane V/C Ratio 0.006 - - 0.003 - HCM Control Delay (s) 9.3 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 - - 0 - 39 Lanes and Geometrics 12: Grove Access & Rolland Moore Short Background PM 2/23/2015 Baseline Synchro 9 Light Report Page 7 Lane Group EBT EBR WBL WBT NBL NBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.997 0.932 Flt Protected 0.998 0.976 Satd. Flow (prot) 1857 0 0 1859 1694 0 Flt Permitted 0.998 0.976 Satd. Flow (perm) 1857 0 0 1859 1694 0 Link Speed (mph) 30 30 30 Link Distance (ft) 340 382 173 Travel Time (s) 7.7 8.7 3.9 Intersection Summary Area Type: Other 40 HCM 2010 TWSC 9: Rolland Moore & Perennial Short Background AM 2/23/2015 Baseline Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.7 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 7 72 27 3 12 6 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 8 85 32 4 14 7 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 35 0 - 0 135 34 Stage 1 - - - - 34 - Stage 2 - - - - 101 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1576 - - - 859 1039 Stage 1 - - - - 988 - Stage 2 - - - - 923 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1576 - - - 855 1039 Mov Cap-2 Maneuver - - - - 855 - Stage 1 - - - - 988 - Stage 2 - - - - 918 - Approach EB WB SB HCM Control Delay, s 0.6 0 9.1 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1576 - - - 909 HCM Lane V/C Ratio 0.005 - - - 0.023 HCM Control Delay (s) 7.3 0 - - 9.1 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 41 Lanes and Geometrics 9: Rolland Moore & Perennial Short Background AM 2/23/2015 Baseline Synchro 9 Light Report Page 5 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.985 0.955 Flt Protected 0.996 0.968 Satd. Flow (prot) 0 1855 1835 0 1722 0 Flt Permitted 0.996 0.968 Satd. Flow (perm) 0 1855 1835 0 1722 0 Link Speed (mph) 30 30 30 Link Distance (ft) 399 340 354 Travel Time (s) 9.1 7.7 8.0 Intersection Summary Area Type: Other 42 HCM 2010 TWSC 9: Rolland Moore & Perennial Short Background PM 2/23/2015 Baseline Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 8 71 92 16 7 9 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 9 84 108 19 8 11 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 127 0 - 0 220 118 Stage 1 - - - - 118 - Stage 2 - - - - 102 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1459 - - - 768 934 Stage 1 - - - - 907 - Stage 2 - - - - 922 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1459 - - - 763 934 Mov Cap-2 Maneuver - - - - 763 - Stage 1 - - - - 907 - Stage 2 - - - - 916 - Approach EB WB SB HCM Control Delay, s 0.8 0 9.3 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1459 - - - 851 HCM Lane V/C Ratio 0.006 - - - 0.022 HCM Control Delay (s) 7.5 0 - - 9.3 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 43 Lanes and Geometrics 9: Rolland Moore & Perennial Short Background PM 2/23/2015 Baseline Synchro 9 Light Report Page 5 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.980 0.922 Flt Protected 0.995 0.979 Satd. Flow (prot) 0 1853 1825 0 1681 0 Flt Permitted 0.995 0.979 Satd. Flow (perm) 0 1853 1825 0 1681 0 Link Speed (mph) 30 30 30 Link Distance (ft) 399 340 354 Travel Time (s) 9.1 7.7 8.0 Intersection Summary Area Type: Other 44 APPENDIX E 45 HCM 2010 TWSC 3: Centre & Botanical/NRRC Short Total AM 2/23/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 29 0 0 1 0 7 4 421 62 43 247 29 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 34 0 0 1 0 8 5 495 73 51 291 34 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 954 987 308 950 967 532 325 0 0 568 0 0 Stage 1 409 409 - 541 541 - - - - - - - Stage 2 545 578 - 409 426 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 238 247 732 240 254 547 1235 - - 1004 - - Stage 1 619 596 - 525 521 - - - - - - - Stage 2 523 501 - 619 586 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 225 234 732 230 240 547 1235 - - 1004 - - Mov Cap-2 Maneuver 225 234 - 230 240 - - - - - - - Stage 1 616 566 - 523 519 - - - - - - - Stage 2 513 499 - 588 556 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.8 12.8 0.1 1.2 HCM LOS C B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1235 - - 225 - 230 547 1004 - - HCM Lane V/C Ratio 0.004 - - 0.152 - 0.005 0.015 0.05 - - HCM Control Delay (s) 7.9 - - 23.8 0 20.7 11.7 8.8 - - HCM Lane LOS A - - C A C B A - - HCM 95th %tile Q(veh) 0 - - 0.5 - 0 0 0.2 - - 46 Lanes and Geometrics 3: Centre & Botanical/NRRC Short Total AM 2/23/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.850 0.981 0.984 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1863 0 1770 1583 0 1770 1827 0 1770 1833 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1863 0 1770 1583 0 1770 1827 0 1770 1833 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 441 499 793 336 Travel Time (s) 10.0 11.3 18.0 7.6 Intersection Summary Area Type: Other 47 HCM 2010 TWSC 3: Centre & Botanical/NRRC Short Total PM 2/23/2015 Baseline Synchro 9 Light Report Page 2 Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 31 0 2 68 2 62 3 324 3 6 470 35 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 36 0 2 80 2 73 4 381 4 7 553 41 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1016 980 574 979 998 383 594 0 0 385 0 0 Stage 1 588 588 - 390 390 - - - - - - - Stage 2 428 392 - 589 608 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 216 250 518 229 244 664 982 - - 1173 - - Stage 1 495 496 - 634 608 - - - - - - - Stage 2 605 606 - 494 486 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 189 247 518 226 242 664 982 - - 1173 - - Mov Cap-2 Maneuver 189 247 - 226 242 - - - - - - - Stage 1 493 493 - 631 606 - - - - - - - Stage 2 534 604 - 489 483 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 27.5 20.7 0.1 0.1 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 982 - - 189 518 226 630 1173 - - HCM Lane V/C Ratio 0.004 - - 0.193 0.005 0.354 0.12 0.006 - - HCM Control Delay (s) 8.7 - - 28.5 12 29.4 11.5 8.1 - - HCM Lane LOS A - - D B D B A - - HCM 95th %tile Q(veh) 0 - - 0.7 0 1.5 0.4 0 - - 48 Lanes and Geometrics 3: Centre & Botanical/NRRC Short Total PM 2/23/2015 Baseline Synchro 9 Light Report Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.850 0.854 0.998 0.990 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1583 0 1770 1591 0 1770 1859 0 1770 1844 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1583 0 1770 1591 0 1770 1859 0 1770 1844 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 441 499 793 336 Travel Time (s) 10.0 11.3 18.0 7.6 Intersection Summary Area Type: Other 49 HCM 2010 TWSC 6: Centre & Rolland Moore/Phemister Short Total AM 2/23/2015 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 43 15 34 5 0 26 38 421 92 87 182 15 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 51 18 40 6 0 31 45 495 108 102 214 18 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1082 1121 223 1095 1075 549 232 0 0 604 0 0 Stage 1 428 428 - 639 639 - - - - - - - Stage 2 654 693 - 456 436 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 195 206 817 191 220 535 1336 - - 974 - - Stage 1 605 585 - 464 470 - - - - - - - Stage 2 456 445 - 584 580 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 165 178 817 151 190 535 1336 - - 974 - - Mov Cap-2 Maneuver 165 178 - 151 190 - - - - - - - Stage 1 585 524 - 448 454 - - - - - - - Stage 2 415 430 - 480 519 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 25.4 15 0.5 2.8 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1336 - - 165 389 151 535 974 - - HCM Lane V/C Ratio 0.033 - - 0.307 0.148 0.039 0.057 0.105 - - HCM Control Delay (s) 7.8 - - 36.2 15.9 29.8 12.1 9.1 - - HCM Lane LOS A - - E C D B A - - HCM 95th %tile Q(veh) 0.1 - - 1.2 0.5 0.1 0.2 0.4 - - 50 Lanes and Geometrics 6: Centre & Rolland Moore/Phemister Short Total AM 2/23/2015 Baseline Synchro 9 Light Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.897 0.850 0.973 0.988 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1671 0 1770 1583 0 1770 1812 0 1770 1840 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1671 0 1770 1583 0 1770 1812 0 1770 1840 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 382 286 462 793 Travel Time (s) 8.7 6.5 10.5 18.0 Intersection Summary Area Type: Other 51 HCM 2010 TWSC 6: Centre & Rolland Moore/Phemister Short Total PM 2/23/2015 Baseline Synchro 9 Light Report Page 4 Intersection Int Delay, s/veh 6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 38 0 60 57 19 71 45 249 7 29 433 50 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - 150 - - 250 - - 250 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 45 0 71 67 22 84 53 293 8 34 509 59 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1063 1014 539 1045 1039 297 568 0 0 301 0 0 Stage 1 607 607 - 403 403 - - - - - - - Stage 2 456 407 - 642 636 - - - - - - - Critical Hdwy 7.12 6.52 6.22 7.12 6.52 6.22 4.12 - - 4.12 - - Critical Hdwy Stg 1 6.12 5.52 - 6.12 5.52 - - - - - - - Critical Hdwy Stg 2 6.12 5.52 - 6.12 5.52 - - - - - - - Follow-up Hdwy 3.518 4.018 3.318 3.518 4.018 3.318 2.218 - - 2.218 - - Pot Cap-1 Maneuver 201 239 542 207 231 742 1004 - - 1260 - - Stage 1 483 486 - 624 600 - - - - - - - Stage 2 584 597 - 463 472 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 154 220 542 169 213 742 1004 - - 1260 - - Mov Cap-2 Maneuver 154 220 - 169 213 - - - - - - - Stage 1 458 473 - 591 568 - - - - - - - Stage 2 472 565 - 392 459 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 22.3 24.2 1.3 0.4 HCM LOS C C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1004 - - 154 542 169 487 1260 - - HCM Lane V/C Ratio 0.053 - - 0.29 0.13 0.397 0.217 0.027 - - HCM Control Delay (s) 8.8 - - 37.7 12.6 39.7 14.4 7.9 - - HCM Lane LOS A - - EBEBA-- HCM 95th %tile Q(veh) 0.2 - - 1.1 0.4 1.7 0.8 0.1 - - 52 Lanes and Geometrics 6: Centre & Rolland Moore/Phemister Short Total PM 2/23/2015 Baseline Synchro 9 Light Report Page 3 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 150 0 150 0 250 0 250 0 Storage Lanes 1 0 1 0 1 0 1 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.850 0.881 0.996 0.984 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1583 0 1770 1641 0 1770 1855 0 1770 1833 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1770 1583 0 1770 1641 0 1770 1855 0 1770 1833 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 382 286 462 793 Travel Time (s) 8.7 6.5 10.5 18.0 Intersection Summary Area Type: Other 53 HCM 2010 TWSC 12: Grove Access/Site Access & Rolland Moore Short Total AM 2/23/2015 Baseline Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 1 86 0 1 49 3 1 0 5 1 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 1 101 0 1 58 4 1 0 6 1 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 61 0 0 101 0 0 166 168 101 168 166 59 Stage 1 - - - - - - 104 104 - 62 62 - Stage 2 - - - - - - 62 64 - 106 104 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1542 - - 1491 - - 798 725 954 796 727 1007 Stage 1 - - - - - - 902 809 - 949 843 - Stage 2 - - - - - - 949 842 - 900 809 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1542 - - 1491 - - 797 724 954 790 726 1007 Mov Cap-2 Maneuver - - - - - - 797 724 - 790 726 - Stage 1 - - - - - - 901 808 - 948 842 - Stage 2 - - - - - - 948 841 - 894 808 - Approach EB WB NB SB HCM Control Delay, s 0.1 0.1 8.9 9.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 924 1542 - - 1491 - - 790 HCM Lane V/C Ratio 0.008 0.001 - - 0.001 - - 0.001 HCM Control Delay (s) 8.9 7.3 0 - 7.4 0 - 9.6 HCM Lane LOS A A A - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 54 Lanes and Geometrics 12: Grove Access/Site Access & Rolland Moore Short Total AM 2/23/2015 Baseline Synchro 9 Light Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.991 0.884 Flt Protected 0.999 0.993 0.950 Satd. Flow (prot) 0 1863 0 0 1844 0 0 1635 0 0 1770 0 Flt Permitted 0.999 0.993 0.950 Satd. Flow (perm) 0 1863 0 0 1844 0 0 1635 0 0 1770 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 340 382 173 270 Travel Time (s) 7.7 8.7 3.9 6.1 Intersection Summary Area Type: Other 55 HCM 2010 TWSC 12: Grove Access/Site Access & Rolland Moore Short Total PM 2/23/2015 Baseline Synchro 9 Light Report Page 8 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Vol, veh/h 0 93 2 4 109 1 2 0 2 3 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length - - - - - - - - - - - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 0 109 2 5 128 1 2 0 2 4 0 1 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 129 0 0 112 0 0 250 250 111 250 250 129 Stage 1 - - - - - - 111 111 - 138 138 - Stage 2 - - - - - - 139 139 - 112 112 - Critical Hdwy 4.12 - - 4.12 - - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - - - - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - - 2.218 - - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap-1 Maneuver 1457 - - 1478 - - 703 653 942 703 653 921 Stage 1 - - - - - - 894 804 - 865 782 - Stage 2 - - - - - - 864 782 - 893 803 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1457 - - 1478 - - 700 650 942 699 650 921 Mov Cap-2 Maneuver - - - - - - 700 650 - 699 650 - Stage 1 - - - - - - 894 804 - 865 779 - Stage 2 - - - - - - 859 779 - 891 803 - Approach EB WB NB SB HCM Control Delay, s 0 0.3 9.5 9.9 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 803 1457 - - 1478 - - 744 HCM Lane V/C Ratio 0.006 - - - 0.003 - - 0.006 HCM Control Delay (s) 9.5 0 - - 7.4 0 - 9.9 HCM Lane LOS A A - - A A - A HCM 95th %tile Q(veh) 0 0 - - 0 - - 0 56 Lanes and Geometrics 12: Grove Access/Site Access & Rolland Moore Short Total PM 2/23/2015 Baseline Synchro 9 Light Report Page 7 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% Storage Length (ft) 0 0 0 0 0 0 0 0 Storage Lanes 0 0 0 0 0 0 0 0 Taper Length (ft) 25 25 25 25 Lane Util. 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 Ped Bike Factor Frt 0.998 0.999 0.932 0.973 Flt Protected 0.998 0.976 0.962 Satd. Flow (prot) 0 1859 0 0 1857 0 0 1694 0 0 1744 0 Flt Permitted 0.998 0.976 0.962 Satd. Flow (perm) 0 1859 0 0 1857 0 0 1694 0 0 1744 0 Link Speed (mph) 30 30 30 30 Link Distance (ft) 340 382 173 270 Travel Time (s) 7.7 8.7 3.9 6.1 Intersection Summary Area Type: Other 57 HCM 2010 TWSC 9: Rolland Moore & Perennial Short Total AM 2/23/2015 Baseline Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 12 73 27 23 14 7 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 14 86 32 27 16 8 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 59 0 - 0 159 45 Stage 1 - - - - 45 - Stage 2 - - - - 114 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1545 - - - 832 1025 Stage 1 - - - - 977 - Stage 2 - - - - 911 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1545 - - - 824 1025 Mov Cap-2 Maneuver - - - - 824 - Stage 1 - - - - 977 - Stage 2 - - - - 902 - Approach EB WB SB HCM Control Delay, s 1 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1545 - - - 882 HCM Lane V/C Ratio 0.009 - - - 0.028 HCM Control Delay (s) 7.4 0 - - 9.2 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.1 58 Lanes and Geometrics 9: Rolland Moore & Perennial Short Total AM 2/23/2015 Baseline Synchro 9 Light Report Page 5 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.938 0.955 Flt Protected 0.993 0.968 Satd. Flow (prot) 0 1850 1747 0 1722 0 Flt Permitted 0.993 0.968 Satd. Flow (perm) 0 1850 1747 0 1722 0 Link Speed (mph) 30 30 30 Link Distance (ft) 399 340 502 Travel Time (s) 9.1 7.7 11.4 Intersection Summary Area Type: Other 59 HCM 2010 TWSC 9: Rolland Moore & Perennial Short Total PM 2/23/2015 Baseline Synchro 9 Light Report Page 6 Intersection Int Delay, s/veh 1.8 Movement EBL EBT WBT WBR SBL SBR Vol, veh/h 9 71 93 19 24 13 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 - Veh in Median Storage, # - 0 0 - 0 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 84 109 22 28 15 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 132 0 - 0 226 121 Stage 1 - - - - 121 - Stage 2 - - - - 105 - Critical Hdwy 4.12 - - - 6.42 6.22 Critical Hdwy Stg 1 - - - - 5.42 - Critical Hdwy Stg 2 - - - - 5.42 - Follow-up Hdwy 2.218 - - - 3.518 3.318 Pot Cap-1 Maneuver 1453 - - - 762 930 Stage 1 - - - - 904 - Stage 2 - - - - 919 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1453 - - - 756 930 Mov Cap-2 Maneuver - - - - 756 - Stage 1 - - - - 904 - Stage 2 - - - - 912 - Approach EB WB SB HCM Control Delay, s 0.8 0 9.7 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1453 - - - 809 HCM Lane V/C Ratio 0.007 - - - 0.054 HCM Control Delay (s) 7.5 0 - - 9.7 HCM Lane LOS A A - - A HCM 95th %tile Q(veh) 0 - - - 0.2 60 Lanes and Geometrics 9: Rolland Moore & Perennial Short Total PM 2/23/2015 Baseline Synchro 9 Light Report Page 5 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 0 0 1 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.977 0.953 Flt Protected 0.994 0.968 Satd. Flow (prot) 0 1852 1820 0 1718 0 Flt Permitted 0.994 0.968 Satd. Flow (perm) 0 1852 1820 0 1718 0 Link Speed (mph) 30 30 30 Link Distance (ft) 399 340 502 Travel Time (s) 9.1 7.7 11.4 Intersection Summary Area Type: Other 61 HCM 2010 TWSC 13: Perennial & Site Access Short Total AM 2/23/2015 Baseline Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 3 1 10 25 10 18 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 1 12 29 12 21 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 71 26 0 0 41 0 Stage 1 26 - - - - - Stage 2 45 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 933 1050 - - 1568 - Stage 1 997 - - - - - Stage 2 977 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 926 1050 - - 1568 - Mov Cap-2 Maneuver 926 - - - - - Stage 1 997 - - - - - Stage 2 969 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 2.6 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 954 1568 - HCM Lane V/C Ratio - - 0.005 0.008 - HCM Control Delay (s) - - 8.8 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0 0 - 62 Lanes and Geometrics 13: Perennial & Site Access Short Total AM 2/23/2015 Baseline Synchro 9 Light Report Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.973 0.905 Flt Protected 0.962 0.982 Satd. Flow (prot) 1744 0 1686 0 0 1829 Flt Permitted 0.962 0.982 Satd. Flow (perm) 1744 0 1686 0 0 1829 Link Speed (mph) 30 30 30 Link Distance (ft) 240 502 172 Travel Time (s) 5.5 11.4 3.9 Intersection Summary Area Type: Other 63 HCM 2010 TWSC 13: Perennial & Site Access Short Total PM 2/23/2015 Baseline Synchro 9 Light Report Page 10 Intersection Int Delay, s/veh 3.7 Movement WBL WBR NBT NBR SBL SBT Vol, veh/h 21 10 24 4 2 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 25 12 28 5 2 19 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 55 31 0 0 33 0 Stage 1 31 - - - - - Stage 2 24 - - - - - Critical Hdwy 6.42 6.22 - - 4.12 - Critical Hdwy Stg 1 5.42 - - - - - Critical Hdwy Stg 2 5.42 - - - - - Follow-up Hdwy 3.518 3.318 - - 2.218 - Pot Cap-1 Maneuver 953 1043 - - 1579 - Stage 1 992 - - - - - Stage 2 999 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 952 1043 - - 1579 - Mov Cap-2 Maneuver 952 - - - - - Stage 1 992 - - - - - Stage 2 998 - - - - - Approach WB NB SB HCM Control Delay, s 8.8 0 0.8 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 980 1579 - HCM Lane V/C Ratio - - 0.037 0.001 - HCM Control Delay (s) - - 8.8 7.3 0 HCM Lane LOS - - A A A HCM 95th %tile Q(veh) - - 0.1 0 - 64 Lanes and Geometrics 13: Perennial & Site Access Short Total PM 2/23/2015 Baseline Synchro 9 Light Report Page 9 Lane Group WBL WBR NBT NBR SBL SBT Lane Configurations Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 0 0 0 0 Storage Lanes 1 0 0 0 Taper Length (ft) 25 25 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.956 0.980 Flt Protected 0.967 0.995 Satd. Flow (prot) 1722 0 1825 0 0 1853 Flt Permitted 0.967 0.995 Satd. Flow (perm) 1722 0 1825 0 0 1853 Link Speed (mph) 30 30 30 Link Distance (ft) 240 502 172 Travel Time (s) 5.5 11.4 3.9 Intersection Summary Area Type: Other 65 APPENDIX F 66