HCM Signalized Intersection Capacity Analysis 8: Gerhart...

HCM Signalized Intersection Capacity Analysis8: Gerhart Ave & Pomona Blvd 7/30/2013

Future No Build 2035 AM Synchro 8 ReportPage 8

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 124 454 146 121 412 0 0 187 77Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 4.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.96 1.00 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3079 1598 3195 1615Flt Permitted 0.95 1.00 0.55 1.00 1.00Satd. Flow (perm) 1598 3079 926 3195 1615Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 127 463 149 123 420 0 0 191 79RTOR Reduction (vph) 0 0 0 0 52 0 0 0 0 0 25 0Lane Group Flow (vph) 0 0 0 127 560 0 123 420 0 0 245 0Turn Type Perm NA Perm NA NAProtected Phases 2 4 8Permitted Phases 2 4Actuated Green, G (s) 26.0 26.0 24.5 24.5 24.5Effective Green, g (s) 26.0 26.0 24.5 24.5 24.5Actuated g/C Ratio 0.43 0.43 0.41 0.41 0.41Clearance Time (s) 5.0 5.0 4.5 4.5 4.5Lane Grp Cap (vph) 692 1334 378 1305 659v/s Ratio Prot c0.18 0.13 c0.15v/s Ratio Perm 0.08 0.13v/c Ratio 0.18 0.42 0.33 0.32 0.37Uniform Delay, d1 10.5 11.8 12.1 12.1 12.4Progression Factor 1.00 1.00 0.42 0.43 1.00Incremental Delay, d2 0.6 1.0 2.1 0.6 1.6Delay (s) 11.0 12.8 7.1 5.8 14.0Level of Service B B A A BApproach Delay (s) 0.0 12.5 6.1 14.0Approach LOS A B A B

Intersection SummaryHCM Average Control Delay 10.5 HCM Level of Service BHCM Volume to Capacity ratio 0.40Actuated Cycle Length (s) 60.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 51.2% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis9: Pomona Blvd & Findley Ave 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 102 895 112 148 253 0 0 58 63Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.5 4.5 4.5Lane Util. Factor 0.91 1.00 1.00Frt 0.98 1.00 0.93Flt Protected 1.00 0.98 1.00Satd. Flow (prot) 4501 1651 1564Flt Permitted 1.00 0.83 1.00Satd. Flow (perm) 4501 1391 1564Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 104 913 114 151 258 0 0 59 64RTOR Reduction (vph) 0 0 0 0 20 0 0 0 0 0 41 0Lane Group Flow (vph) 0 0 0 0 1111 0 0 409 0 0 82 0Turn Type Perm NA Perm NA NAProtected Phases 2 4 4Permitted Phases 2 4Actuated Green, G (s) 32.1 22.9 22.9Effective Green, g (s) 32.1 22.9 22.9Actuated g/C Ratio 0.49 0.35 0.35Clearance Time (s) 5.5 4.5 4.5Vehicle Extension (s) 4.0 4.0 4.0Lane Grp Cap (vph) 2223 490 551v/s Ratio Prot 0.05v/s Ratio Perm 0.25 c0.29v/c Ratio 0.50 0.83 0.15Uniform Delay, d1 11.1 19.3 14.4Progression Factor 1.00 1.00 1.00Incremental Delay, d2 0.8 12.1 0.2Delay (s) 11.9 31.5 14.6Level of Service B C BApproach Delay (s) 0.0 11.9 31.5 14.6Approach LOS A B C B

Intersection SummaryHCM Average Control Delay 16.9 HCM Level of Service BHCM Volume to Capacity ratio 0.64Actuated Cycle Length (s) 65.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 63.7% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis10: Garfield Ave & Pomona Blvd 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 362 1499 255 1152 520 0 0 538 402Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 0.91 1.00 0.91 0.91 0.95 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.99 1.00 0.95 0.97 1.00 1.00Satd. Flow (prot) 4547 1430 1454 2983 3195 1430Flt Permitted 0.99 1.00 0.95 0.97 1.00 1.00Satd. Flow (perm) 4547 1430 1454 2983 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 369 1530 260 1176 531 0 0 549 410RTOR Reduction (vph) 0 0 0 0 0 67 0 0 0 0 0 2Lane Group Flow (vph) 0 0 0 0 1899 193 588 1119 0 0 549 408Turn Type Perm NA Perm Split NA NA PermProtected Phases 4 1 1 2Permitted Phases 4 4 2Actuated Green, G (s) 30.5 30.5 29.5 29.5 26.5 26.5Effective Green, g (s) 30.5 30.5 29.5 29.5 26.5 26.5Actuated g/C Ratio 0.30 0.30 0.29 0.29 0.26 0.26Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 1387 436 429 880 847 379v/s Ratio Prot c0.40 0.38 0.17v/s Ratio Perm 0.42 0.13 c0.29v/c Ratio 1.37 0.44 1.37 1.31dl 0.65 1.08Uniform Delay, d1 34.8 27.9 35.2 35.2 32.6 36.8Progression Factor 1.00 1.00 1.45 1.46 1.00 1.00Incremental Delay, d2 170.8 1.0 174.1 126.8 3.8 68.0Delay (s) 205.5 28.9 225.4 178.1 36.4 104.8Level of Service F C F F D FApproach Delay (s) 0.0 184.3 194.4 65.6Approach LOS A F F E

Intersection SummaryHCM Average Control Delay 164.3 HCM Level of Service FHCM Volume to Capacity ratio 1.28Actuated Cycle Length (s) 100.0 Sum of lost time (s) 13.5Intersection Capacity Utilization 106.9% ICU Level of Service GAnalysis Period (min) 15dl Defacto Left Lane. Recode with 1 though lane as a left lane.c Critical Lane Group

HCM Signalized Intersection Capacity Analysis11: Garfield Ave & Via Campo 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 155 832 399 37 0 344 0 1159 289 156 730 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 0.91 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 1430 4591 1430 1454 3058Flt Permitted 0.95 1.00 1.00 0.16 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 263 1430 4591 1430 1454 3058Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 158 849 407 38 0 351 0 1183 295 159 745 0RTOR Reduction (vph) 0 0 164 0 0 252 0 0 137 0 0 0Lane Group Flow (vph) 158 849 244 38 0 99 0 1183 159 143 761 0Turn Type Perm NA custom D.Pm Over NA Perm Split NAProtected Phases 4 2 1 2 1 1Permitted Phases 4 4 2Actuated Green, G (s) 32.6 32.6 25.0 32.6 27.9 25.0 25.0 27.9 27.9Effective Green, g (s) 32.6 32.6 25.0 32.6 27.9 25.0 25.0 27.9 27.9Actuated g/C Ratio 0.33 0.33 0.25 0.33 0.28 0.25 0.25 0.28 0.28Clearance Time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 521 1042 358 86 399 1148 358 406 853v/s Ratio Prot c0.27 0.17 0.07 c0.26 0.10 c0.25v/s Ratio Perm 0.10 0.14 0.11v/c Ratio 0.30 0.81 0.68 0.44 0.25 1.03 0.44 0.35 0.89Uniform Delay, d1 25.2 30.9 33.9 26.5 27.9 37.5 31.6 28.8 34.6Progression Factor 1.00 1.00 1.00 1.00 1.00 0.86 0.57 1.44 1.42Incremental Delay, d2 0.5 5.2 10.0 4.9 0.7 32.6 3.3 0.4 4.9Delay (s) 25.7 36.2 43.9 31.4 28.6 64.8 21.3 41.8 54.0Level of Service C D D C C E C D DApproach Delay (s) 37.2 28.9 56.1 52.1Approach LOS D C E D

Intersection SummaryHCM Average Control Delay 46.3 HCM Level of Service DHCM Volume to Capacity ratio 0.90Actuated Cycle Length (s) 100.0 Sum of lost time (s) 14.5Intersection Capacity Utilization 86.1% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Unsignalized Intersection Capacity Analysis12: Garfield Ave & Via San Clemente 7/25/2013

Future No Build AM Synchro 8 ReportPage 1

Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 35 35 28 1417 1197 28Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98Hourly flow rate (vph) 36 36 29 1446 1221 29PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 1061 250pX, platoon unblocked 0.85 0.78 0.78vC, conflicting volume 2016 625 1250vC1, stage 1 conf vol 1236vC2, stage 2 conf vol 780vCu, unblocked vol 1063 0 746tC, single (s) 7.0 7.1 4.3tC, 2 stage (s) 6.0tF (s) 3.6 3.4 2.3p0 queue free % 88 96 95cM capacity (veh/h) 298 822 627

Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 36 36 29 723 723 814 436Volume Left 36 0 29 0 0 0 0Volume Right 0 36 0 0 0 0 29cSH 298 822 627 1700 1700 1700 1700Volume to Capacity 0.12 0.04 0.05 0.43 0.43 0.48 0.26Queue Length 95th (ft) 10 3 4 0 0 0 0Control Delay (s) 18.7 9.6 11.0 0.0 0.0 0.0 0.0Lane LOS C A BApproach Delay (s) 14.2 0.2 0.0Approach LOS B

Intersection SummaryAverage Delay 0.5Intersection Capacity Utilization 50.2% ICU Level of Service AAnalysis Period (min) 15

HCM Signalized Intersection Capacity Analysis13: Garfield Ave & Via Paseo 7/25/2013


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 103 191 1364 169 83 1159Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 1430 3195 1430 1598 3195Flt Permitted 0.95 1.00 1.00 1.00 0.17 1.00Satd. Flow (perm) 1598 1430 3195 1430 281 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 105 195 1392 172 85 1183RTOR Reduction (vph) 0 58 0 29 0 0Lane Group Flow (vph) 105 137 1392 143 85 1183Turn Type NA Perm NA Perm Perm NAProtected Phases 4 6 2Permitted Phases 4 6 2Actuated Green, G (s) 13.8 13.8 76.7 76.7 76.7 76.7Effective Green, g (s) 13.8 13.8 76.7 76.7 76.7 76.7Actuated g/C Ratio 0.14 0.14 0.77 0.77 0.77 0.77Clearance Time (s) 4.0 4.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 2.0 2.0 3.0 3.0 5.5 5.5Lane Grp Cap (vph) 221 197 2451 1097 216 2451v/s Ratio Prot 0.07 c0.44 0.37v/s Ratio Perm c0.10 0.10 0.30v/c Ratio 0.48 0.70 0.57 0.13 0.39 0.48Uniform Delay, d1 39.8 41.1 4.8 3.0 3.9 4.3Progression Factor 1.00 1.00 1.47 1.02 0.93 0.67Incremental Delay, d2 0.6 8.3 0.4 0.1 3.5 0.5Delay (s) 40.3 49.4 7.5 3.2 7.2 3.4Level of Service D D A A A AApproach Delay (s) 46.3 7.0 3.6Approach LOS D A A

Intersection SummaryHCM Average Control Delay 9.4 HCM Level of Service AHCM Volume to Capacity ratio 0.59Actuated Cycle Length (s) 100.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 65.4% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis14: Wilcox Ave & Pomona Blvd 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 335 1283 51 627 481 0 0 406 70Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 3.5Lane Util. Factor 0.91 0.97 0.95 0.95Frt 1.00 1.00 1.00 0.98Flt Protected 0.99 0.95 1.00 1.00Satd. Flow (prot) 4525 3100 3195 3125Flt Permitted 0.99 0.95 1.00 1.00Satd. Flow (perm) 4525 3100 3195 3125Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 342 1309 52 640 491 0 0 414 71RTOR Reduction (vph) 0 0 0 0 4 0 0 0 0 0 13 0Lane Group Flow (vph) 0 0 0 0 1699 0 640 491 0 0 472 0Turn Type Perm NA Prot NA NAProtected Phases 1 2 2 3 3Permitted Phases 1Actuated Green, G (s) 29.5 19.5 42.5 18.5Effective Green, g (s) 29.5 19.5 42.5 18.5Actuated g/C Ratio 0.37 0.24 0.53 0.23Clearance Time (s) 4.5 4.5 3.5Vehicle Extension (s) 5.0 5.0 5.0Lane Grp Cap (vph) 1669 756 1697 723v/s Ratio Prot c0.21 0.15 c0.15v/s Ratio Perm 0.38v/c Ratio 1.02 0.85 0.29 0.65Uniform Delay, d1 25.2 28.8 10.4 27.8Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 26.7 11.3 0.4 4.5Delay (s) 51.9 40.1 10.8 32.4Level of Service D D B CApproach Delay (s) 0.0 51.9 27.4 32.4Approach LOS A D C C

Intersection SummaryHCM Average Control Delay 40.7 HCM Level of Service DHCM Volume to Capacity ratio 0.87Actuated Cycle Length (s) 80.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 76.6% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis15: Wilcox Ave & Via Campo 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 20 884 299 32 94 58 348 1053 206 122 514 41Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Lane Util. Factor 0.91 0.95 1.00 0.91 1.00 1.00 0.95Frt 0.96 0.95 1.00 1.00 0.85 1.00 0.99Flt Protected 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 4417 3019 1598 4591 1430 1598 3160Flt Permitted 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 4417 3019 1598 4591 1430 1598 3160Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 20 902 305 33 96 59 355 1074 210 124 524 42RTOR Reduction (vph) 0 66 0 0 56 0 0 0 82 0 7 0Lane Group Flow (vph) 0 1161 0 0 132 0 355 1074 128 124 559 0Turn Type Split NA Split NA Prot NA Perm Prot NAProtected Phases 4 4 3 3 5 2 1 6Permitted Phases 2Actuated Green, G (s) 27.9 4.9 18.9 30.6 30.6 9.6 21.3Effective Green, g (s) 27.9 4.9 18.9 30.6 30.6 9.6 21.3Actuated g/C Ratio 0.31 0.05 0.21 0.34 0.34 0.11 0.24Clearance Time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Vehicle Extension (s) 5.0 5.0 1.0 5.0 5.0 1.0 5.0Lane Grp Cap (vph) 1369 164 336 1561 486 170 748v/s Ratio Prot c0.26 c0.04 c0.22 c0.23 0.08 0.18v/s Ratio Perm 0.09v/c Ratio 0.85 0.81 1.06 0.69 0.26 0.73 0.75Uniform Delay, d1 29.1 42.1 35.5 25.6 21.5 38.9 31.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.6 27.2 64.8 2.5 1.3 12.4 6.7Delay (s) 34.7 69.2 100.3 28.1 22.9 51.4 38.6Level of Service C E F C C D DApproach Delay (s) 34.7 69.2 43.1 40.9Approach LOS C E D D


HCM Unsignalized Intersection Capacity Analysis16: Pomona Blvd/Pomona Blvd / SR 60 Off Ramp & Fulton Ave 7/30/2013


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (veh/h) 0 0 1754 62 0 74Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98Hourly flow rate (vph) 0 0 1790 63 0 76PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None NoneMedian storage veh)Upstream signal (ft) 824pX, platoon unblockedvC, conflicting volume 1853 1821 628vC1, stage 1 conf volvC2, stage 2 conf volvCu, unblocked vol 1853 1821 628tC, single (s) 4.3 7.0 7.1tC, 2 stage (s)tF (s) 2.3 3.6 3.4p0 queue free % 100 100 81cM capacity (veh/h) 292 63 407

Direction, Lane # WB 1 WB 2 WB 3 SB 1Volume Total 716 716 421 76Volume Left 0 0 0 0Volume Right 0 0 63 76cSH 1700 1700 1700 407Volume to Capacity 0.42 0.42 0.25 0.19Queue Length 95th (ft) 0 0 0 17Control Delay (s) 0.0 0.0 0.0 15.9Lane LOS CApproach Delay (s) 0.0 15.9Approach LOS C


HCM Signalized Intersection Capacity Analysis17: Garfield Ave & Via Acosta 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 152 197 21 73 278 450 17 919 40 45 1151 71Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.99 1.00 0.91 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1658 1598 1526 1598 3175 1598 3168Flt Permitted 0.11 1.00 0.57 1.00 0.09 1.00 0.18 1.00Satd. Flow (perm) 188 1658 965 1526 155 3175 298 3168Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 155 201 21 74 284 459 17 938 41 46 1174 72RTOR Reduction (vph) 0 4 0 0 32 0 0 3 0 0 5 0Lane Group Flow (vph) 155 218 0 74 711 0 17 976 0 46 1241 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 6 2Permitted Phases 4 4 6 2Actuated Green, G (s) 47.0 47.0 47.0 47.0 43.5 43.5 43.5 43.5Effective Green, g (s) 47.0 47.0 47.0 47.0 43.5 43.5 43.5 43.5Actuated g/C Ratio 0.47 0.47 0.47 0.47 0.44 0.44 0.44 0.44Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 5.5 5.5Lane Grp Cap (vph) 88 779 454 717 67 1381 130 1378v/s Ratio Prot 0.13 0.47 0.31 c0.39v/s Ratio Perm c0.82 0.08 0.11 0.15v/c Ratio 1.76 0.28 0.16 0.99 0.25 0.71 0.35 0.90Uniform Delay, d1 26.5 16.2 15.2 26.3 17.9 23.0 18.9 26.2Progression Factor 1.00 1.00 1.00 1.00 0.75 0.95 0.92 0.99Incremental Delay, d2 384.8 0.2 0.2 31.3 6.1 2.1 6.7 8.9Delay (s) 411.3 16.4 15.4 57.6 19.5 24.0 24.0 34.8Level of Service F B B E B C C CApproach Delay (s) 178.7 53.7 23.9 34.4Approach LOS F D C C

Intersection SummaryHCM Average Control Delay 51.6 HCM Level of Service DHCM Volume to Capacity ratio 1.34Actuated Cycle Length (s) 100.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 101.7% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis18: Garfield Ave & Beverly Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 43 653 108 48 1253 112 179 820 21 167 994 59Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3184 1598 3169Flt Permitted 0.10 1.00 1.00 0.29 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 175 3195 1430 490 3195 1430 1598 3184 1598 3169Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 44 666 110 49 1279 114 183 837 21 170 1014 60RTOR Reduction (vph) 0 0 57 0 0 31 0 2 0 0 5 0Lane Group Flow (vph) 44 666 53 49 1279 83 183 856 0 170 1069 0Turn Type Perm NA Perm Perm NA Perm Prot NA Prot NAProtected Phases 2 6 3 8 7 4Permitted Phases 2 2 6 6Actuated Green, G (s) 38.5 38.5 38.5 38.5 38.5 38.5 12.8 34.0 14.5 35.2Effective Green, g (s) 38.5 38.5 38.5 38.5 38.5 38.5 12.8 34.0 14.5 35.2Actuated g/C Ratio 0.38 0.38 0.38 0.38 0.38 0.38 0.13 0.34 0.14 0.35Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 4.0 2.5 4.0 2.5 4.0Lane Grp Cap (vph) 67 1230 551 189 1230 551 205 1083 232 1115v/s Ratio Prot 0.21 c0.40 c0.11 0.27 0.11 c0.34v/s Ratio Perm 0.25 0.04 0.10 0.06v/c Ratio 0.66 0.54 0.10 0.26 1.04 0.15 0.89 0.79 0.73 0.96Uniform Delay, d1 25.3 23.9 19.6 21.0 30.8 20.1 42.9 29.8 40.9 31.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.70 1.05 0.62 1.54Incremental Delay, d2 40.7 1.7 0.4 3.3 36.6 0.6 32.3 3.8 5.6 11.0Delay (s) 66.0 25.6 20.0 24.3 67.4 20.7 62.4 35.2 30.8 59.9Level of Service E C B C E C E D C EApproach Delay (s) 27.0 62.2 40.0 55.9Approach LOS C E D E

Intersection SummaryHCM Average Control Delay 49.1 HCM Level of Service DHCM Volume to Capacity ratio 0.93Actuated Cycle Length (s) 100.0 Sum of lost time (s) 8.5Intersection Capacity Utilization 92.5% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis19: Garfield Ave & Madison Ave 7/25/2013


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 82 102 964 32 65 1005Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 4.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95Frt 0.93 1.00 1.00 1.00Flt Protected 0.98 1.00 0.95 1.00Satd. Flow (prot) 1522 3180 1598 3195Flt Permitted 0.98 1.00 0.95 1.00Satd. Flow (perm) 1522 3180 1598 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 84 104 984 33 66 1026RTOR Reduction (vph) 54 0 2 0 0 0Lane Group Flow (vph) 134 0 1015 0 66 1026Turn Type NA NA Prot NAProtected Phases 3 2 1 6Permitted PhasesActuated Green, G (s) 13.1 66.4 8.0 78.4Effective Green, g (s) 13.1 66.4 8.0 78.4Actuated g/C Ratio 0.13 0.66 0.08 0.78Clearance Time (s) 3.5 5.0 4.0 5.0Vehicle Extension (s) 2.0 5.0 2.5 3.0Lane Grp Cap (vph) 199 2112 128 2505v/s Ratio Prot c0.09 c0.32 c0.04 0.32v/s Ratio Permv/c Ratio 0.67 0.48 0.52 0.41Uniform Delay, d1 41.4 8.3 44.1 3.4Progression Factor 1.00 2.47 0.89 0.98Incremental Delay, d2 6.9 0.7 1.3 0.2Delay (s) 48.3 21.2 40.4 3.6Level of Service D C D AApproach Delay (s) 48.3 21.2 5.9Approach LOS D C A


HCM Unsignalized Intersection Capacity Analysis20: Whittier Blvd & Via San Clemente 7/25/2013


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (veh/h) 16 735 1283 36 24 37Sign Control Free Free StopGrade 0% 0% 0%Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98Hourly flow rate (vph) 16 750 1309 37 24 38PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL NoneMedian storage veh) 2Upstream signal (ft) 303pX, platoon unblocked 0.72 0.72 0.72vC, conflicting volume 1346 1735 673vC1, stage 1 conf vol 1328vC2, stage 2 conf vol 408vCu, unblocked vol 690 1234 0tC, single (s) 4.3 7.0 7.1tC, 2 stage (s) 6.0tF (s) 2.3 3.6 3.4p0 queue free % 97 92 95cM capacity (veh/h) 608 292 758

Direction, Lane # EB 1 EB 2 WB 1 WB 2 SB 1Volume Total 266 500 873 473 62Volume Left 16 0 0 0 24Volume Right 0 0 0 37 38cSH 608 1700 1700 1700 465Volume to Capacity 0.03 0.29 0.51 0.28 0.13Queue Length 95th (ft) 2 0 0 0 11Control Delay (s) 1.0 0.0 0.0 0.0 13.9Lane LOS A BApproach Delay (s) 0.4 0.0 13.9Approach LOS B


HCM Signalized Intersection Capacity Analysis21: Garfield Ave & Whittier Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 72 539 131 304 1116 189 119 770 158 110 836 109Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3195 1430 1598 3195 1430Flt Permitted 0.14 1.00 1.00 0.40 1.00 1.00 0.22 1.00 1.00 0.25 1.00 1.00Satd. Flow (perm) 236 3195 1430 673 3195 1430 368 3195 1430 421 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 73 550 134 310 1139 193 121 786 161 112 853 111RTOR Reduction (vph) 0 0 38 0 0 47 0 0 70 0 0 26Lane Group Flow (vph) 73 550 96 310 1139 146 121 786 91 112 853 85Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 2 6 8 4Permitted Phases 2 2 6 6 8 8 4 4Actuated Green, G (s) 48.0 48.0 48.0 48.0 48.0 48.0 42.0 42.0 42.0 42.0 42.0 42.0Effective Green, g (s) 48.0 48.0 48.0 48.0 48.0 48.0 42.0 42.0 42.0 42.0 42.0 42.0Actuated g/C Ratio 0.48 0.48 0.48 0.48 0.48 0.48 0.42 0.42 0.42 0.42 0.42 0.42Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 113 1534 686 323 1534 686 155 1342 601 177 1342 601v/s Ratio Prot 0.17 0.36 0.25 0.27v/s Ratio Perm 0.31 0.07 c0.46 0.10 c0.33 0.06 0.27 0.06v/c Ratio 0.65 0.36 0.14 0.96 0.74 0.21 0.78 0.59 0.15 0.63 0.64 0.14Uniform Delay, d1 19.6 16.3 14.5 25.1 21.0 15.1 25.0 22.3 18.0 22.9 22.9 17.9Progression Factor 1.00 1.00 1.00 1.44 1.48 2.07 1.22 1.24 2.09 1.23 1.26 1.59Incremental Delay, d2 25.1 0.7 0.4 35.3 2.6 0.6 27.6 1.6 0.5 14.9 2.1 0.5Delay (s) 44.7 17.0 14.9 71.4 33.6 31.8 58.3 29.3 37.9 43.0 31.2 28.9Level of Service D B B E C C E C D D C CApproach Delay (s) 19.3 40.6 33.9 32.2Approach LOS B D C C

Intersection SummaryHCM Average Control Delay 33.5 HCM Level of Service CHCM Volume to Capacity ratio 0.88Actuated Cycle Length (s) 100.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 83.9% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis22: Concourse Ave & Whittier Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 60 741 16 150 1381 42 65 172 166 58 120 85Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 1.00 1.00 0.93 1.00 0.94Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3186 1598 3181 1598 1558 1598 1577Flt Permitted 0.13 1.00 0.33 1.00 0.48 1.00 0.25 1.00Satd. Flow (perm) 213 3186 559 3181 806 1558 415 1577Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 61 756 16 153 1409 43 66 176 169 59 122 87RTOR Reduction (vph) 0 1 0 0 2 0 0 39 0 0 29 0Lane Group Flow (vph) 61 771 0 153 1450 0 66 306 0 59 180 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 66.1 66.1 66.1 66.1 24.9 24.9 24.9 24.9Effective Green, g (s) 66.1 66.1 66.1 66.1 24.9 24.9 24.9 24.9Actuated g/C Ratio 0.66 0.66 0.66 0.66 0.25 0.25 0.25 0.25Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.5 3.5 3.5 3.5 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 141 2106 369 2103 201 388 103 393v/s Ratio Prot 0.24 c0.46 c0.20 0.11v/s Ratio Perm 0.29 0.27 0.08 0.14v/c Ratio 0.43 0.37 0.41 0.69 0.33 0.79 0.57 0.46Uniform Delay, d1 8.0 7.6 7.9 10.6 30.7 35.1 32.9 31.8Progression Factor 0.73 0.52 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 8.9 0.5 3.4 1.9 1.0 10.2 7.5 0.8Delay (s) 14.7 4.4 11.3 12.4 31.7 45.3 40.4 32.7Level of Service B A B B C D D CApproach Delay (s) 5.2 12.3 43.1 34.4Approach LOS A B D C

Intersection SummaryHCM Average Control Delay 16.4 HCM Level of Service BHCM Volume to Capacity ratio 0.72Actuated Cycle Length (s) 100.0 Sum of lost time (s) 9.0Intersection Capacity Utilization 87.0% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis23: Garfield Ave & Olympic Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 114 503 114 147 852 89 147 867 41 67 1120 99Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3195 1430 1598 3195 1430Flt Permitted 0.17 1.00 1.00 0.38 1.00 1.00 0.17 1.00 1.00 0.26 1.00 1.00Satd. Flow (perm) 291 3195 1430 641 3195 1430 279 3195 1430 430 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 116 513 116 150 869 91 150 885 42 68 1143 101RTOR Reduction (vph) 0 0 46 0 0 49 0 0 19 0 0 16Lane Group Flow (vph) 116 513 70 150 869 42 150 885 23 68 1143 85Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 6 2 4 8Permitted Phases 6 6 2 2 4 4 8 8Actuated Green, G (s) 35.9 35.9 35.9 35.9 35.9 35.9 54.1 54.1 54.1 54.1 54.1 54.1Effective Green, g (s) 35.9 35.9 35.9 35.9 35.9 35.9 54.1 54.1 54.1 54.1 54.1 54.1Actuated g/C Ratio 0.36 0.36 0.36 0.36 0.36 0.36 0.54 0.54 0.54 0.54 0.54 0.54Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 2.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 2.0 2.0 2.0Lane Grp Cap (vph) 104 1147 513 230 1147 513 151 1728 774 233 1728 774v/s Ratio Prot 0.16 0.27 0.28 0.36v/s Ratio Perm c0.40 0.05 0.23 0.03 c0.54 0.02 0.16 0.06v/c Ratio 1.12 0.45 0.14 0.65 0.76 0.08 0.99 0.51 0.03 0.29 0.66 0.11Uniform Delay, d1 32.0 24.5 21.6 26.8 28.2 21.2 22.8 14.6 10.7 12.5 16.4 11.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.73 0.80 0.51Incremental Delay, d2 122.7 1.3 0.6 13.5 4.7 0.3 71.2 0.5 0.0 0.2 0.6 0.0Delay (s) 154.8 25.7 22.2 40.3 32.9 21.5 93.9 15.1 10.7 9.3 13.7 5.7Level of Service F C C D C C F B B A B AApproach Delay (s) 45.3 33.0 25.9 12.8Approach LOS D C C B


HCM Signalized Intersection Capacity Analysis24: Garfield Ave & Ferguson Dr 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 48 102 95 165 171 21 113 994 12 9 1255 64Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.98 1.00 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1655 1430 1642 1430 1598 3195 1430 1598 3172Flt Permitted 0.66 1.00 0.71 1.00 0.14 1.00 1.00 0.23 1.00Satd. Flow (perm) 1115 1430 1194 1430 231 3195 1430 393 3172Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 49 104 97 168 174 21 115 1014 12 9 1281 65RTOR Reduction (vph) 0 0 46 0 0 15 0 0 5 0 4 0Lane Group Flow (vph) 0 153 51 0 342 6 115 1014 7 9 1342 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 4 4 2 2 2Actuated Green, G (s) 26.0 26.0 26.0 26.0 54.5 54.5 54.5 54.5 54.5Effective Green, g (s) 26.0 26.0 26.0 26.0 54.5 54.5 54.5 54.5 54.5Actuated g/C Ratio 0.29 0.29 0.29 0.29 0.61 0.61 0.61 0.61 0.61Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 0.2 0.2 0.2 0.2 0.2Lane Grp Cap (vph) 322 413 345 413 140 1935 866 238 1921v/s Ratio Prot 0.32 0.42v/s Ratio Perm 0.14 0.04 c0.29 0.00 c0.50 0.01 0.02v/c Ratio 0.48 0.12 0.99 0.01 0.82 0.52 0.01 0.04 0.70Uniform Delay, d1 26.4 23.6 31.9 22.9 13.9 10.3 7.0 7.2 12.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.1 0.1 45.9 0.0 39.6 1.0 0.0 0.3 2.1Delay (s) 27.5 23.7 77.8 22.9 53.5 11.3 7.1 7.5 14.3Level of Service C C E C D B A A BApproach Delay (s) 26.0 74.6 15.5 14.2Approach LOS C E B B

Intersection SummaryHCM Average Control Delay 22.7 HCM Level of Service CHCM Volume to Capacity ratio 0.88Actuated Cycle Length (s) 90.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 101.2% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis25: Garfield Ave & Flotilla St 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 62 21 16 53 113 193 52 874 74 193 1114 223Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.94 1.00 0.91 1.00 0.99 1.00 0.97Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1573 1598 1523 1598 3158 1598 3115Flt Permitted 0.37 1.00 0.73 1.00 0.13 1.00 0.24 1.00Satd. Flow (perm) 630 1573 1233 1523 215 3158 405 3115Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 63 21 16 54 115 197 53 892 76 197 1137 228RTOR Reduction (vph) 0 11 0 0 47 0 0 5 0 0 13 0Lane Group Flow (vph) 63 26 0 54 265 0 53 963 0 197 1352 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 41.0 41.0 41.0 41.0 81.0 81.0 81.0 81.0Effective Green, g (s) 41.0 41.0 41.0 41.0 81.0 81.0 81.0 81.0Actuated g/C Ratio 0.31 0.31 0.31 0.31 0.61 0.61 0.61 0.61Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 196 489 383 473 132 1938 249 1911v/s Ratio Prot 0.02 c0.17 0.31 0.43v/s Ratio Perm 0.10 0.04 0.25 c0.49v/c Ratio 0.32 0.05 0.14 0.56 0.40 0.50 0.79 0.71Uniform Delay, d1 34.8 31.9 32.8 38.0 13.1 14.2 19.1 17.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 4.3 0.2 0.8 4.7 8.9 0.9 22.2 2.2Delay (s) 39.1 32.1 33.6 42.7 21.9 15.1 41.3 19.7Level of Service D C C D C B D BApproach Delay (s) 36.5 41.4 15.4 22.4Approach LOS D D B C

Intersection SummaryHCM Average Control Delay 22.8 HCM Level of Service CHCM Volume to Capacity ratio 0.71Actuated Cycle Length (s) 132.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 80.7% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis26: Garfield Ave & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 173 617 51 50 1315 279 63 779 42 217 819 323Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.99 1.00 0.97 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4539 1598 4471 1598 3171 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4539 1598 4471 1598 3171 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 177 630 52 51 1342 285 64 795 43 221 836 330RTOR Reduction (vph) 0 7 0 0 25 0 0 3 0 0 0 187Lane Group Flow (vph) 177 675 0 51 1602 0 64 835 0 221 836 143Turn Type Prot NA Prot NA Prot NA Prot NA OverProtected Phases 3 4 3 4 1 6 5 2 3Permitted PhasesActuated Green, G (s) 9.0 33.5 9.0 33.5 31.0 33.0 31.0 33.0 9.0Effective Green, g (s) 9.0 33.5 9.0 33.5 31.0 33.0 31.0 33.0 9.0Actuated g/C Ratio 0.07 0.26 0.07 0.26 0.24 0.25 0.24 0.25 0.07Clearance Time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Grp Cap (vph) 111 1170 111 1152 381 805 381 811 99v/s Ratio Prot c0.11 0.15 0.03 c0.36 0.04 c0.26 c0.14 0.26 0.10v/s Ratio Permv/c Ratio 1.59 0.58 0.46 1.39 0.17 1.04 0.58 1.03 1.44Uniform Delay, d1 60.5 42.1 58.2 48.2 39.3 48.5 43.7 48.5 60.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 305.6 2.1 13.1 181.1 1.0 41.8 6.3 39.8 247.4Delay (s) 366.1 44.1 71.2 229.3 40.2 90.3 50.1 88.3 307.9Level of Service F D E F D F D F FApproach Delay (s) 110.5 224.5 86.7 134.4Approach LOS F F F F

Intersection SummaryHCM Average Control Delay 152.6 HCM Level of Service FHCM Volume to Capacity ratio 1.06Actuated Cycle Length (s) 130.0 Sum of lost time (s) 23.5Intersection Capacity Utilization 97.7% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis27: Yates Ave & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 80 702 93 297 1596 50 16 59 171 24 38 21Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 1.00 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4511 1598 4570 1598 1682 1430 1598 1594Flt Permitted 0.13 1.00 0.33 1.00 0.66 1.00 1.00 0.66 1.00Satd. Flow (perm) 214 4511 561 4570 1113 1682 1430 1113 1594Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 82 716 95 303 1629 51 16 60 174 24 39 21RTOR Reduction (vph) 0 7 0 0 1 0 0 0 23 0 19 0Lane Group Flow (vph) 82 804 0 303 1679 0 16 60 151 24 41 0Turn Type Perm NA Perm NA Perm NA custom Perm NAProtected Phases 2 2 4 4Permitted Phases 2 2 4 2 4Actuated Green, G (s) 85.0 85.0 85.0 85.0 7.7 7.7 85.0 7.7 7.7Effective Green, g (s) 85.0 85.0 85.0 85.0 7.7 7.7 85.0 7.7 7.7Actuated g/C Ratio 0.87 0.87 0.87 0.87 0.08 0.08 0.87 0.08 0.08Clearance Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 186 3925 488 3976 88 133 1244 88 126v/s Ratio Prot 0.18 0.37 c0.04 0.03v/s Ratio Perm 0.38 c0.54 0.01 0.11 0.02v/c Ratio 0.44 0.20 0.62 0.42 0.18 0.45 0.12 0.27 0.32Uniform Delay, d1 1.3 1.0 1.8 1.3 42.1 43.0 0.9 42.4 42.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 7.4 0.1 5.8 0.3 1.0 2.4 0.2 1.7 1.5Delay (s) 8.8 1.1 7.6 1.6 43.1 45.4 1.1 44.0 44.0Level of Service A A A A D D A D DApproach Delay (s) 1.8 2.6 14.4 44.0Approach LOS A A B D

Intersection SummaryHCM Average Control Delay 4.4 HCM Level of Service AHCM Volume to Capacity ratio 0.61Actuated Cycle Length (s) 97.7 Sum of lost time (s) 5.0Intersection Capacity Utilization 55.4% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis28: Vail Ave & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 76 648 107 81 1839 167 39 173 47 107 189 102Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 0.95 0.95Frt 1.00 0.98 1.00 0.99 0.97 0.96Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99Satd. Flow (prot) 1598 4494 1598 4534 3085 3032Flt Permitted 0.95 1.00 0.95 1.00 0.79 0.73Satd. Flow (perm) 1598 4494 1598 4534 2447 2254Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 78 661 109 83 1877 170 40 177 48 109 193 104RTOR Reduction (vph) 0 19 0 0 9 0 0 20 0 0 36 0Lane Group Flow (vph) 78 751 0 83 2038 0 0 245 0 0 370 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 8.3 59.1 8.0 58.8 20.4 20.4Effective Green, g (s) 8.3 59.1 8.0 58.8 20.4 20.4Actuated g/C Ratio 0.08 0.59 0.08 0.59 0.20 0.20Clearance Time (s) 3.5 5.0 3.5 5.0 4.0 4.0Vehicle Extension (s) 3.0 5.0 1.5 5.0 3.0 3.0Lane Grp Cap (vph) 133 2656 128 2666 499 460v/s Ratio Prot 0.05 0.17 c0.05 c0.45v/s Ratio Perm 0.10 c0.16v/c Ratio 0.59 0.28 0.65 0.76 0.49 0.80Uniform Delay, d1 44.2 10.0 44.6 15.4 35.2 37.9Progression Factor 1.00 1.00 0.87 0.93 1.00 1.00Incremental Delay, d2 6.5 0.3 4.2 1.1 0.8 9.9Delay (s) 50.7 10.3 42.9 15.4 36.0 47.8Level of Service D B D B D DApproach Delay (s) 14.0 16.5 36.0 47.8Approach LOS B B D D


HCM Signalized Intersection Capacity Analysis29: Maple Ave & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 76 629 29 64 1953 116 63 89 41 92 83 114Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.99 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 0.97 1.00Satd. Flow (prot) 1598 4561 1598 4553 1648 1430 1639 1430Flt Permitted 0.95 1.00 0.95 1.00 0.81 1.00 0.73 1.00Satd. Flow (perm) 1598 4561 1598 4553 1358 1430 1231 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 78 642 30 65 1993 118 64 91 42 94 85 116RTOR Reduction (vph) 0 5 0 0 6 0 0 0 31 0 0 85Lane Group Flow (vph) 78 667 0 65 2105 0 0 155 11 0 179 31Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 9.9 55.2 6.3 51.6 26.5 26.5 26.5 26.5Effective Green, g (s) 9.9 55.2 6.3 51.6 26.5 26.5 26.5 26.5Actuated g/C Ratio 0.10 0.55 0.06 0.52 0.26 0.26 0.26 0.26Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Vehicle Extension (s) 4.0 5.0 1.5 5.0 3.0 3.0 4.0 4.0Lane Grp Cap (vph) 158 2518 101 2349 360 379 326 379v/s Ratio Prot c0.05 0.15 c0.04 c0.46v/s Ratio Perm 0.11 0.01 c0.15 0.02v/c Ratio 0.49 0.26 0.64 0.90 0.43 0.03 0.55 0.08Uniform Delay, d1 42.7 11.8 45.8 21.8 30.5 27.2 31.6 27.6Progression Factor 1.03 0.76 0.71 1.55 1.00 1.00 1.00 1.00Incremental Delay, d2 10.1 0.2 2.9 1.8 0.8 0.0 6.5 0.4Delay (s) 54.1 9.2 35.6 35.5 31.3 27.3 38.1 28.0Level of Service D A D D C C D CApproach Delay (s) 13.9 35.5 30.5 34.2Approach LOS B D C C

Intersection SummaryHCM Average Control Delay 30.4 HCM Level of Service CHCM Volume to Capacity ratio 0.75Actuated Cycle Length (s) 100.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 72.9% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis30: Greenwood Ave & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 107 512 95 146 1856 144 77 701 56 100 645 191Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.98 1.00 0.99 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4483 1598 4542 1598 3195 1430 1598 3086Flt Permitted 0.95 1.00 0.95 1.00 0.14 1.00 1.00 0.22 1.00Satd. Flow (perm) 1598 4483 1598 4542 234 3195 1430 363 3086Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 109 522 97 149 1894 147 79 715 57 102 658 195RTOR Reduction (vph) 0 26 0 0 9 0 0 0 39 0 27 0Lane Group Flow (vph) 109 593 0 149 2032 0 79 715 18 102 826 0Turn Type Prot NA Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8Actuated Green, G (s) 8.5 42.0 12.0 45.5 31.5 31.5 31.5 31.5 31.5Effective Green, g (s) 8.5 42.0 12.0 45.5 31.5 31.5 31.5 31.5 31.5Actuated g/C Ratio 0.08 0.42 0.12 0.46 0.32 0.32 0.32 0.32 0.32Clearance Time (s) 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 136 1883 192 2067 74 1006 450 114 972v/s Ratio Prot 0.07 0.13 c0.09 c0.45 0.22 0.27v/s Ratio Perm c0.34 0.01 0.28v/c Ratio 0.80 0.31 0.78 0.98 1.07 0.71 0.04 0.89 0.85Uniform Delay, d1 44.9 19.4 42.7 26.9 34.2 30.2 23.8 32.7 32.0Progression Factor 0.94 1.25 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 25.8 0.4 16.2 16.2 124.4 2.4 0.0 52.5 7.0Delay (s) 67.9 24.6 58.9 43.1 158.6 32.6 23.8 85.1 39.1Level of Service E C E D F C C F DApproach Delay (s) 31.1 44.2 43.7 44.0Approach LOS C D D D


HCM Signalized Intersection Capacity Analysis31: Montebello Blvd & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 23 647 34 34 1933 83 114 206 27 120 120 77Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.99 0.99 1.00 0.94Flt Protected 0.95 1.00 0.95 1.00 0.98 0.95 1.00Satd. Flow (prot) 1598 4557 1598 4563 1637 1598 1583Flt Permitted 0.95 1.00 0.95 1.00 0.72 0.44 1.00Satd. Flow (perm) 1598 4557 1598 4563 1202 744 1583Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 23 660 35 35 1972 85 116 210 28 122 122 79RTOR Reduction (vph) 0 5 0 0 4 0 0 3 0 0 24 0Lane Group Flow (vph) 23 690 0 35 2053 0 0 351 0 122 177 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 1.8 54.1 3.9 56.2 30.5 30.5 30.5Effective Green, g (s) 1.8 54.1 3.9 56.2 30.5 30.5 30.5Actuated g/C Ratio 0.02 0.54 0.04 0.56 0.30 0.30 0.30Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 29 2453 62 2552 365 226 480v/s Ratio Prot 0.01 0.15 c0.02 c0.45 0.11v/s Ratio Perm c0.29 0.16v/c Ratio 0.79 0.28 0.56 0.80 0.96 0.54 0.37Uniform Delay, d1 49.2 12.6 47.5 17.7 34.4 29.2 27.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 79.5 0.3 6.8 2.8 37.0 2.5 0.5Delay (s) 128.7 12.9 54.3 20.6 71.4 31.6 27.9Level of Service F B D C E C CApproach Delay (s) 16.6 21.1 71.4 29.3Approach LOS B C E C


HCM Signalized Intersection Capacity Analysis32: Bluff Rd & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 43 732 14 88 2271 264 20 96 105 232 77 61Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95Frt 1.00 1.00 1.00 0.98 1.00 0.85 0.98Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 0.97Satd. Flow (prot) 1598 4579 1598 4520 1668 1430 3022Flt Permitted 0.95 1.00 0.95 1.00 0.90 1.00 0.71Satd. Flow (perm) 1598 4579 1598 4520 1522 1430 2199Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 44 747 14 90 2317 269 20 98 107 237 79 62RTOR Reduction (vph) 0 2 0 0 12 0 0 0 85 0 17 0Lane Group Flow (vph) 44 759 0 90 2574 0 0 118 22 0 361 0Turn Type Prot NA Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8Actuated Green, G (s) 4.0 58.1 8.6 62.7 20.8 20.8 20.8Effective Green, g (s) 4.0 58.1 8.6 62.7 20.8 20.8 20.8Actuated g/C Ratio 0.04 0.58 0.09 0.63 0.21 0.21 0.21Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 2.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 64 2660 137 2834 317 297 457v/s Ratio Prot 0.03 0.17 c0.06 c0.57v/s Ratio Perm 0.08 0.02 c0.16v/c Ratio 0.69 0.29 0.66 0.91 0.37 0.07 1.02dlUniform Delay, d1 47.4 10.5 44.3 16.2 34.0 31.9 37.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 21.7 0.3 9.7 5.5 0.7 0.1 8.8Delay (s) 69.0 10.8 54.0 21.7 34.7 32.0 46.3Level of Service E B D C C C DApproach Delay (s) 14.0 22.8 33.4 46.3Approach LOS B C C D

Intersection SummaryHCM Average Control Delay 23.8 HCM Level of Service CHCM Volume to Capacity ratio 0.83Actuated Cycle Length (s) 100.0 Sum of lost time (s) 7.0Intersection Capacity Utilization 88.5% ICU Level of Service EAnalysis Period (min) 15dl Defacto Left Lane. Recode with 1 though lane as a left lane.c Critical Lane Group

HCM Signalized Intersection Capacity Analysis33: Paramount Blvd & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 91 721 238 177 1593 79 809 735 143 102 701 298Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 0.95 1.00 0.97 0.95Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4420 1598 4559 3100 3195 1430 3100 3052Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 4420 1598 4559 3100 3195 1430 3100 3052Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 93 736 243 181 1626 81 826 750 146 104 715 304RTOR Reduction (vph) 0 50 0 0 5 0 0 0 87 0 39 0Lane Group Flow (vph) 93 929 0 181 1702 0 826 750 59 104 980 0Turn Type Prot NA Prot NA Prot NA Perm Prot NAProtected Phases 3 8 7 4 1 6 5 2Permitted Phases 6Actuated Green, G (s) 7.1 30.6 14.5 38.0 24.6 48.9 48.9 7.0 31.3Effective Green, g (s) 7.1 30.6 14.5 38.0 24.6 48.9 48.9 7.0 31.3Actuated g/C Ratio 0.06 0.26 0.12 0.32 0.21 0.41 0.41 0.06 0.26Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Vehicle Extension (s) 2.0 5.5 2.0 5.5 2.0 5.5 5.5 2.0 5.5Lane Grp Cap (vph) 95 1127 193 1444 636 1302 583 181 796v/s Ratio Prot 0.06 0.21 c0.11 c0.37 c0.27 0.23 0.03 c0.32v/s Ratio Perm 0.04v/c Ratio 0.98 0.82 0.94 1.18 1.30 0.58 0.10 0.57 1.23Uniform Delay, d1 56.4 42.2 52.3 41.0 47.7 27.5 22.0 55.0 44.4Progression Factor 1.00 1.00 0.97 0.96 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 84.2 5.8 37.9 86.0 145.8 1.9 0.4 2.7 114.8Delay (s) 140.6 47.9 88.6 125.2 193.5 29.4 22.3 57.8 159.2Level of Service F D F F F C C E FApproach Delay (s) 56.0 121.7 107.5 149.8Approach LOS E F F F

Intersection SummaryHCM Average Control Delay 110.8 HCM Level of Service FHCM Volume to Capacity ratio 1.15Actuated Cycle Length (s) 120.0 Sum of lost time (s) 13.0Intersection Capacity Utilization 108.7% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis34: Crossway Drive/Crossway Dr & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 18 999 29 103 2042 74 75 6 29 162 13 18Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 6.0 3.5 6.0 4.0 6.0 4.0Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.85 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 0.96 1.00 0.96Satd. Flow (prot) 1598 4591 1430 1598 4567 1607 1430 1594Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.73 1.00 0.69Satd. Flow (perm) 1598 4591 1430 1598 4567 1234 1430 1140Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 18 1019 30 105 2084 76 77 6 30 165 13 18RTOR Reduction (vph) 0 0 13 0 2 0 0 0 10 0 3 0Lane Group Flow (vph) 18 1019 17 105 2158 0 0 83 20 0 193 0Turn Type Prot NA Perm Prot NA Perm NA custom Perm NAProtected Phases 1 6 5 2 8 4Permitted Phases 6 8 2 4Actuated Green, G (s) 2.7 69.7 69.7 11.7 78.7 25.1 78.7 25.1Effective Green, g (s) 2.7 69.7 69.7 11.7 78.7 25.1 78.7 25.1Actuated g/C Ratio 0.02 0.58 0.58 0.10 0.66 0.21 0.66 0.21Clearance Time (s) 3.5 6.0 6.0 3.5 6.0 4.0 6.0 4.0Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 5.0 3.0Lane Grp Cap (vph) 36 2667 831 156 2995 258 938 238v/s Ratio Prot 0.01 0.22 c0.07 c0.47v/s Ratio Perm 0.01 0.07 0.01 c0.17v/c Ratio 0.50 0.38 0.02 0.67 0.72 0.32 0.02 0.81Uniform Delay, d1 58.0 13.5 10.7 52.3 13.5 40.2 7.2 45.2Progression Factor 1.34 0.22 0.00 0.72 1.97 1.00 1.00 1.00Incremental Delay, d2 3.0 0.3 0.0 0.8 0.1 0.7 0.0 18.5Delay (s) 80.5 3.3 0.0 38.2 26.7 41.0 7.2 63.7Level of Service F A A D C D A EApproach Delay (s) 4.5 27.3 32.0 63.7Approach LOS A C C E


HCM Signalized Intersection Capacity Analysis35: Rosemead Blvd & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 92 829 209 303 1812 52 326 959 249 261 1037 175Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4591 1430 1598 4572 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4591 1430 1598 4572 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 94 846 213 309 1849 53 333 979 254 266 1058 179RTOR Reduction (vph) 0 0 103 0 3 0 0 0 133 0 0 87Lane Group Flow (vph) 94 846 110 309 1899 0 333 979 121 266 1058 92Turn Type Prot NA Over Prot NA Prot NA Perm custom NA OverProtected Phases 5 2 3 1 6 3 8 7 4 5Permitted Phases 8 7Actuated Green, G (s) 7.5 28.5 17.5 20.5 41.5 17.5 34.5 34.5 16.5 33.5 7.5Effective Green, g (s) 7.5 28.5 17.5 20.5 41.5 17.5 34.5 34.5 16.5 33.5 7.5Actuated g/C Ratio 0.06 0.24 0.15 0.17 0.35 0.15 0.29 0.29 0.14 0.28 0.06Clearance Time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Vehicle Extension (s) 1.5 5.0 1.5 1.5 5.0 1.5 5.0 5.0 1.5 5.0 1.5Lane Grp Cap (vph) 100 1090 209 273 1581 233 919 411 220 892 89v/s Ratio Prot 0.06 0.18 0.08 c0.19 c0.42 c0.21 0.31 0.17 c0.33 0.06v/s Ratio Perm 0.08v/c Ratio 0.94 0.78 0.52 1.13 1.20 1.43 1.07 0.29 1.21 1.19 1.03Uniform Delay, d1 56.0 42.8 47.4 49.8 39.2 51.2 42.8 33.3 51.8 43.2 56.2Progression Factor 1.31 0.57 0.80 0.85 1.42 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 66.5 5.1 1.0 64.1 91.2 216.1 48.7 0.8 128.7 95.1 104.3Delay (s) 139.7 29.4 38.9 106.1 147.1 267.4 91.4 34.1 180.4 138.3 160.5Level of Service F C D F F F F C F F FApproach Delay (s) 40.2 141.4 119.5 148.4Approach LOS D F F F


HCM Signalized Intersection Capacity Analysis36: Passons Blvd & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 185 1159 50 119 1805 94 123 483 98 395 546 245Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 0.97 0.95Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4563 1598 4557 1598 1682 1430 3100 3047Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 4563 1598 4557 1598 1682 1430 3100 3047Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 189 1183 51 121 1842 96 126 493 100 403 557 250RTOR Reduction (vph) 0 4 0 0 4 0 0 0 67 0 42 0Lane Group Flow (vph) 189 1230 0 121 1934 0 126 493 33 403 765 0Turn Type Prot NA custom NA Prot NA Prot Prot NAProtected Phases 1 6 5 2 7 4 4 3 8Permitted Phases 5Actuated Green, G (s) 13.5 45.5 12.0 44.0 10.7 31.0 31.0 13.5 33.8Effective Green, g (s) 13.5 45.5 12.0 44.0 10.7 31.0 31.0 13.5 33.8Actuated g/C Ratio 0.11 0.38 0.10 0.37 0.09 0.26 0.26 0.11 0.28Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Vehicle Extension (s) 1.5 5.5 1.5 5.5 1.5 5.0 5.0 1.5 5.0Lane Grp Cap (vph) 180 1730 160 1671 142 435 369 349 858v/s Ratio Prot c0.12 0.27 0.08 c0.42 0.08 c0.29 0.02 c0.13 c0.25v/s Ratio Permv/c Ratio 1.05 0.71 0.76 1.16 0.89 1.13 0.09 1.15 0.89Uniform Delay, d1 53.2 31.7 52.6 38.0 54.1 44.5 33.8 53.2 41.3Progression Factor 0.68 1.22 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 66.3 1.6 16.4 77.9 42.6 84.9 0.2 97.2 12.2Delay (s) 102.5 40.2 69.0 115.9 96.6 129.4 34.0 150.4 53.5Level of Service F D E F F F C F DApproach Delay (s) 48.5 113.2 110.4 85.8Approach LOS D F F F


HCM Signalized Intersection Capacity Analysis37: Pioneer Blvd & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 106 1031 425 156 1887 135 289 258 459 323 325 620Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4390 1598 4545 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4390 1598 4545 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 108 1052 434 159 1926 138 295 263 468 330 332 633RTOR Reduction (vph) 0 82 0 0 9 0 0 0 114 0 0 98Lane Group Flow (vph) 108 1404 0 159 2055 0 295 263 354 330 332 535Turn Type Prot NA Prot NA Prot NA Perm Prot NA PermProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 4 8Actuated Green, G (s) 5.5 29.0 6.5 30.0 9.5 24.0 24.0 13.5 28.0 28.0Effective Green, g (s) 5.5 29.0 6.5 30.0 9.5 24.0 24.0 13.5 28.0 28.0Actuated g/C Ratio 0.06 0.32 0.07 0.33 0.10 0.27 0.27 0.15 0.31 0.31Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Vehicle Extension (s) 0.2 5.0 0.2 5.0 1.5 4.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 97 1407 115 1507 168 847 379 238 989 442v/s Ratio Prot 0.07 0.32 c0.10 c0.45 c0.18 0.08 c0.21 0.10v/s Ratio Perm 0.25 c0.37v/c Ratio 1.11 1.00 1.38 1.36 1.76 0.31 0.93 1.39 0.34 1.21Uniform Delay, d1 42.5 30.7 42.0 30.2 40.5 26.6 32.5 38.5 24.1 31.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 125.3 23.5 217.0 168.1 363.5 0.4 30.5 197.8 0.3 114.1Delay (s) 167.8 54.2 259.0 198.3 404.0 27.0 63.0 236.3 24.4 145.3Level of Service F D F F F C E F C FApproach Delay (s) 61.9 202.7 151.8 137.5Approach LOS E F F F


HCM Signalized Intersection Capacity Analysis38: Norwalk Blvd & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 144 1147 312 101 1542 189 254 578 38 254 764 289Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Lane Util. Factor 1.00 0.91 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.97 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4444 1598 3143 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.21 1.00 1.00 0.19 1.00 1.00Satd. Flow (perm) 1598 4444 1598 3143 354 3195 1430 320 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 147 1170 318 103 1573 193 259 590 39 259 780 295RTOR Reduction (vph) 0 54 0 0 11 0 0 0 31 0 0 97Lane Group Flow (vph) 147 1434 0 103 1756 0 259 590 8 259 780 198Turn Type Prot NA Prot NA pm+pt NA Perm pm+pt NA PermProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 4 4 8 8Actuated Green, G (s) 5.0 35.3 7.7 37.5 23.0 19.0 19.0 32.0 24.0 24.0Effective Green, g (s) 5.0 35.3 7.7 37.5 23.0 19.0 19.0 32.0 24.0 24.0Actuated g/C Ratio 0.06 0.39 0.09 0.42 0.26 0.21 0.21 0.36 0.27 0.27Clearance Time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Vehicle Extension (s) 1.5 5.0 1.5 5.0 2.5 3.0 3.0 2.5 3.0 3.0Lane Grp Cap (vph) 89 1743 137 1310 146 675 302 242 852 381v/s Ratio Prot c0.09 0.32 0.06 c0.56 c0.08 0.18 c0.11 0.24v/s Ratio Perm c0.38 0.01 0.27 0.14v/c Ratio 1.65 0.82 0.75 1.34 1.77 0.87 0.03 1.07 0.92 0.52Uniform Delay, d1 42.5 24.5 40.2 26.2 32.1 34.3 28.2 25.1 32.0 28.1Progression Factor 1.00 1.00 0.84 1.48 0.86 0.95 1.33 1.00 1.00 1.00Incremental Delay, d2 337.8 4.5 1.9 153.5 371.8 10.9 0.0 77.7 14.3 1.3Delay (s) 380.3 29.1 35.9 192.5 399.3 43.5 37.4 102.8 46.3 29.4Level of Service F C D F F D D F D CApproach Delay (s) 60.6 183.8 147.0 53.5Approach LOS E F F D

Intersection SummaryHCM Average Control Delay 112.6 HCM Level of Service FHCM Volume to Capacity ratio 1.33Actuated Cycle Length (s) 90.0 Sum of lost time (s) 12.0Intersection Capacity Utilization 110.5% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis39: Norwalk Blvd & Broadway Blvd 7/25/2013


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 30 511 954 404 0 1073Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 5.0 5.0 5.0Lane Util. Factor 0.97 0.95 1.00 0.95Frt 0.86 1.00 0.85 1.00Flt Protected 1.00 1.00 1.00 1.00Satd. Flow (prot) 2793 3195 1430 3195Flt Permitted 1.00 1.00 1.00 1.00Satd. Flow (perm) 2793 3195 1430 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 31 521 973 412 0 1095RTOR Reduction (vph) 83 0 0 137 0 0Lane Group Flow (vph) 469 0 973 275 0 1095Turn Type NA NA Perm NAProtected Phases 4 2 2Permitted Phases 2Actuated Green, G (s) 20.4 60.1 60.1 60.1Effective Green, g (s) 20.4 60.1 60.1 60.1Actuated g/C Ratio 0.23 0.67 0.67 0.67Clearance Time (s) 4.5 5.0 5.0 5.0Vehicle Extension (s) 3.0 5.5 5.5 5.5Lane Grp Cap (vph) 633 2134 955 2134v/s Ratio Prot c0.17 0.30 c0.34v/s Ratio Perm 0.19v/c Ratio 1.26dr 0.46 0.29 0.51Uniform Delay, d1 32.3 7.1 6.1 7.6Progression Factor 0.46 1.00 1.00 2.47Incremental Delay, d2 0.4 0.7 0.8 0.4Delay (s) 15.3 7.8 6.9 19.0Level of Service B A A BApproach Delay (s) 15.3 7.6 19.0Approach LOS B A B

Intersection SummaryHCM Average Control Delay 13.1 HCM Level of Service BHCM Volume to Capacity ratio 0.57Actuated Cycle Length (s) 90.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 56.0% ICU Level of Service BAnalysis Period (min) 15dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group

HCM Signalized Intersection Capacity Analysis40: Broadway Blvd & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 129 1297 45 95 1587 92 59 184 142 118 427 218Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 5.0 3.5 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 0.94 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.99 0.99Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 2996 3035Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.61 0.75Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 1846 2291Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 132 1323 46 97 1619 94 60 188 145 120 436 222RTOR Reduction (vph) 0 0 23 0 0 39 0 94 0 0 48 0Lane Group Flow (vph) 132 1323 23 97 1619 55 0 299 0 0 730 0Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NAProtected Phases 1 6 5 2 4 4Permitted Phases 6 2 4 4Actuated Green, G (s) 8.7 45.2 45.2 6.3 42.8 42.8 25.0 25.0Effective Green, g (s) 8.7 45.2 45.2 6.3 42.8 42.8 25.0 25.0Actuated g/C Ratio 0.10 0.50 0.50 0.07 0.48 0.48 0.28 0.28Clearance Time (s) 3.5 5.0 5.0 3.5 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 154 1605 718 112 1519 680 513 636v/s Ratio Prot c0.08 0.41 0.06 c0.51v/s Ratio Perm 0.02 0.04 0.16 c0.32v/c Ratio 0.86 0.82 0.03 0.87 1.07 0.08 0.58 1.15Uniform Delay, d1 40.0 19.0 11.3 41.4 23.6 12.9 28.0 32.5Progression Factor 0.79 1.92 3.49 1.00 1.00 1.00 1.04 1.00Incremental Delay, d2 20.6 2.7 0.0 44.7 42.9 0.2 2.5 84.1Delay (s) 52.1 39.2 39.6 86.1 66.5 13.1 31.5 116.6Level of Service D D D F E B C FApproach Delay (s) 40.4 64.8 31.5 116.6Approach LOS D E C F

Intersection SummaryHCM Average Control Delay 62.7 HCM Level of Service EHCM Volume to Capacity ratio 1.05Actuated Cycle Length (s) 90.0 Sum of lost time (s) 13.5Intersection Capacity Utilization 102.7% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis41: Sorensen Ave & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 88 1078 356 87 1452 137 239 316 83 210 616 198Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 5.5 3.5 5.5 5.5 5.0 5.0 4.0 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 3100 3095 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 3100 3095 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 90 1100 363 89 1482 140 244 322 85 214 629 202RTOR Reduction (vph) 0 0 111 0 0 34 0 19 0 0 0 119Lane Group Flow (vph) 90 1100 252 89 1482 106 244 388 0 214 629 83Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA PermProtected Phases 1 6 5 2 4 8 7 3Permitted Phases 6 2 3Actuated Green, G (s) 10.0 60.2 60.2 10.4 60.6 60.6 20.6 23.6 17.0 20.5 20.5Effective Green, g (s) 10.0 60.2 60.2 10.4 60.6 60.6 20.6 23.6 17.0 20.5 20.5Actuated g/C Ratio 0.08 0.47 0.47 0.08 0.47 0.47 0.16 0.18 0.13 0.16 0.16Clearance Time (s) 3.5 5.5 5.5 3.5 5.5 5.5 5.0 5.0 4.0 3.5 3.5Vehicle Extension (s) 1.5 5.5 5.5 1.5 5.5 5.5 5.0 5.0 1.5 1.5 1.5Lane Grp Cap (vph) 124 1489 666 129 1499 671 494 565 210 507 227v/s Ratio Prot c0.06 0.34 0.06 c0.46 0.08 c0.13 0.13 c0.20v/s Ratio Perm 0.18 0.07 0.06v/c Ratio 0.73 0.74 0.38 0.69 0.99 0.16 0.49 0.69 1.02 1.24 0.37Uniform Delay, d1 58.3 28.1 22.4 57.8 34.0 19.7 49.5 49.3 56.1 54.3 48.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 16.3 3.3 1.6 11.6 20.7 0.5 1.6 4.4 67.1 124.2 0.4Delay (s) 74.6 31.4 24.0 69.4 54.7 20.2 51.2 53.8 123.2 178.6 48.9Level of Service E C C E D C D D F F DApproach Delay (s) 32.2 52.6 52.8 142.2Approach LOS C D D F

Intersection SummaryHCM Average Control Delay 65.1 HCM Level of Service EHCM Volume to Capacity ratio 0.91Actuated Cycle Length (s) 129.2 Sum of lost time (s) 12.0Intersection Capacity Utilization 86.1% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis42: Lambert Rd & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 60 612 415 71 928 46 720 250 125 32 67 26Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 0.95 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 0.98 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3173 1518 1560 1430 1454 2930Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 0.98 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 1598 3173 1518 1560 1430 1454 2930Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 61 624 423 72 947 47 735 255 128 33 68 27RTOR Reduction (vph) 0 0 264 0 2 0 0 0 26 0 26 0Lane Group Flow (vph) 61 624 159 72 992 0 492 498 102 30 72 0Turn Type Prot NA Perm Prot NA Split NA Perm Split NAProtected Phases 5 2 1 6 4 4 8 8Permitted Phases 2 4Actuated Green, G (s) 9.0 52.5 52.5 10.0 53.5 52.0 52.0 52.0 7.0 7.0Effective Green, g (s) 9.0 52.5 52.5 10.0 53.5 52.0 52.0 52.0 7.0 7.0Actuated g/C Ratio 0.06 0.38 0.38 0.07 0.38 0.37 0.37 0.37 0.05 0.05Clearance Time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Grp Cap (vph) 103 1198 536 114 1213 564 579 531 73 147v/s Ratio Prot 0.04 0.20 c0.05 c0.31 c0.32 0.32 0.02 c0.02v/s Ratio Perm 0.11 0.07v/c Ratio 0.59 0.52 0.30 0.63 0.82 0.87 0.86 0.19 0.41 0.49Uniform Delay, d1 63.7 34.0 30.8 63.2 38.9 40.9 40.6 29.8 64.5 64.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.23 1.23 1.68 1.00 1.00Incremental Delay, d2 22.6 1.6 1.4 23.7 6.2 1.9 1.7 0.1 16.2 11.3Delay (s) 86.3 35.6 32.2 86.9 45.0 52.2 51.8 50.1 80.7 76.1Level of Service F D C F D D D D F EApproach Delay (s) 37.1 47.9 51.8 77.2Approach LOS D D D E


HCM Signalized Intersection Capacity Analysis43: Santa Fe Springs Rd & Lambert Rd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 127 365 77 194 539 24 272 974 247 19 479 88Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 6.5 6.5 5.0 6.5 6.5 6.8 6.8 6.5 6.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3099 1598 3121Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 1598 3099 1598 3121Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 130 372 79 198 550 24 278 994 252 19 489 90RTOR Reduction (vph) 0 0 42 0 0 20 0 16 0 0 11 0Lane Group Flow (vph) 130 372 37 198 550 4 278 1230 0 19 568 0Turn Type Prot NA Perm Prot NA Perm Prot NA Split NAProtected Phases 3 8 7 4 6 2 2Permitted Phases 8 4 6Actuated Green, G (s) 15.0 23.3 23.3 16.0 24.3 24.3 49.2 49.2 26.7 26.7Effective Green, g (s) 15.0 23.3 23.3 16.0 24.3 24.3 49.2 49.2 26.7 26.7Actuated g/C Ratio 0.11 0.17 0.17 0.11 0.17 0.17 0.35 0.35 0.19 0.19Clearance Time (s) 5.0 6.5 6.5 5.0 6.5 6.5 6.8 6.8 6.5 6.5Lane Grp Cap (vph) 171 532 238 183 555 248 562 1089 305 595v/s Ratio Prot 0.08 0.12 c0.12 c0.17 0.17 0.01 c0.18v/s Ratio Perm 0.03 0.00 c0.40v/c Ratio 0.76 0.70 0.16 1.08 0.99 0.02 0.49 1.13 0.06 0.96Uniform Delay, d1 60.8 55.0 49.9 62.0 57.7 47.9 35.6 45.4 46.4 56.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.85Incremental Delay, d2 26.7 7.5 1.4 90.1 36.1 0.1 3.1 70.1 0.3 25.1Delay (s) 87.5 62.5 51.3 152.1 93.8 48.1 38.7 115.5 37.1 73.0Level of Service F E D F F D D F D EApproach Delay (s) 66.6 107.3 101.5 71.8Approach LOS E F F E

Intersection SummaryHCM Average Control Delay 91.9 HCM Level of Service FHCM Volume to Capacity ratio 1.01Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.3Intersection Capacity Utilization 87.3% ICU Level of Service EAnalysis Period (min) 15c Critical Lane Group

HCM Unsignalized Intersection Capacity Analysis44: Putnam Rd & Washington Blvd 7/25/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 183 578 7 44 1055 35 7 15 10 8 4 35Sign Control Free Free Stop StopGrade 0% 0% 0% 0%Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Hourly flow rate (vph) 187 590 7 45 1077 36 7 15 10 8 4 36PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 1085 530pX, platoon unblocked 0.92 0.92 0.92 0.92 0.92 0.92vC, conflicting volume 1112 597 1633 2169 298 1870 2155 556vC1, stage 1 conf vol 967 967 1184 1184vC2, stage 2 conf vol 666 1202 686 970vCu, unblocked vol 1112 400 1521 2101 77 1778 2085 556tC, single (s) 4.3 4.3 7.7 6.7 7.1 7.7 6.7 7.1tC, 2 stage (s) 6.7 5.7 6.7 5.7tF (s) 2.3 2.3 3.6 4.1 3.4 3.6 4.1 3.4p0 queue free % 68 96 94 63 99 94 97 92cM capacity (veh/h) 579 1017 129 42 872 141 145 455

Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1Volume Total 187 393 204 45 718 395 33 48Volume Left 187 0 0 45 0 0 7 8Volume Right 0 0 7 0 0 36 10 36cSH 579 1700 1700 1017 1700 1700 76 292Volume to Capacity 0.32 0.23 0.12 0.04 0.42 0.23 0.43 0.16Queue Length 95th (ft) 35 0 0 3 0 0 43 14Control Delay (s) 14.1 0.0 0.0 8.7 0.0 0.0 84.9 19.8Lane LOS B A F CApproach Delay (s) 3.4 0.3 84.9 19.8Approach LOS F C

Intersection SummaryAverage Delay 3.3Intersection Capacity Utilization 55.1% ICU Level of Service BAnalysis Period (min) 15

HCM Signalized Intersection Capacity Analysis45: Santa Fe Springs Rd/Pickering Ave & Whittier Blvd & Washington Blvd 7/25/2013


Movement EBL2 EBL EBR EBR2 NBL2 NBL NBT NBR SBL SBT SBR SBR2Lane ConfigurationsVolume (vph) 66 119 448 12 229 0 259 106 58 450 113 18Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.7 5.4 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 1.00 0.76 1.00 1.00 1.00 0.91 0.91Frt 1.00 0.85 1.00 1.00 0.85 0.97 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 1598 3259 1598 1682 1430 2963 1301Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.88 1.00Satd. Flow (perm) 1598 3259 1598 1682 1430 2620 1301Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 67 121 457 12 234 0 264 108 59 459 115 18RTOR Reduction (vph) 0 0 2 0 0 0 0 94 0 0 0 12Lane Group Flow (vph) 0 188 467 0 0 234 264 14 0 635 0 4Turn Type Split NA custom Split Split NA Perm Perm NA PermProtected Phases 1 1 6 7 7 7 8Permitted Phases 7 8 8Actuated Green, G (s) 14.9 34.5 19.4 19.4 19.4 29.0 29.0Effective Green, g (s) 14.9 34.5 19.4 19.4 19.4 29.0 29.0Actuated g/C Ratio 0.10 0.23 0.13 0.13 0.13 0.20 0.20Clearance Time (s) 4.7 5.4 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 2.5 2.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 160 756 208 219 187 511 254v/s Ratio Prot c0.12 0.14 0.15 c0.16v/s Ratio Perm 0.01 c0.24 0.00v/c Ratio 1.18 0.62 1.12 1.21 0.08 1.24 0.02Uniform Delay, d1 66.9 51.2 64.6 64.6 56.8 59.8 48.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 126.0 3.8 100.0 127.4 0.2 125.0 0.0Delay (s) 192.9 55.0 164.7 192.1 56.9 184.8 48.3Level of Service F D F F E F DApproach Delay (s) 94.4 157.4 181.5Approach LOS F F F




Movement SET SER SER2 NWL2 NWL NWT NWRLane ConfigurationsVolume (vph) 569 244 72 144 756 947 76Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.9 4.9 4.2 4.9 4.9Lane Util. Factor 0.86 0.86 1.00 0.97 0.95Frt 0.95 0.85 1.00 1.00 0.99Flt Protected 1.00 1.00 0.95 0.95 1.00Satd. Flow (prot) 4140 1229 1598 3100 3160Flt Permitted 1.00 1.00 0.95 0.95 1.00Satd. Flow (perm) 4140 1229 1598 3100 3160Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 581 249 73 147 771 966 78RTOR Reduction (vph) 1 0 55 0 0 4 0Lane Group Flow (vph) 836 0 11 147 771 1040 0Turn Type NA Perm Prot Prot NAProtected Phases 4 5 2 2 4Permitted Phases 4Actuated Green, G (s) 25.3 25.3 16.8 36.4 66.6Effective Green, g (s) 25.3 25.3 16.8 36.4 66.6Actuated g/C Ratio 0.17 0.17 0.11 0.24 0.45Clearance Time (s) 4.9 4.9 4.2 4.9Vehicle Extension (s) 5.0 5.0 1.5 2.0Lane Grp Cap (vph) 704 209 181 759 1415v/s Ratio Prot c0.20 0.09 c0.25 0.33v/s Ratio Perm 0.01v/c Ratio 1.19 0.05 0.81 1.02 0.74Uniform Delay, d1 61.7 51.7 64.4 56.1 33.8Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 98.4 0.2 22.4 36.7 2.5Delay (s) 160.1 51.9 86.8 92.8 36.2Level of Service F D F F DApproach Delay (s) 152.2 62.3Approach LOS F E

Intersection Summary

HCM Signalized Intersection Capacity Analysis46: Markland Dr & SR 60 WB Off Ramp/Potrero Grand Dr 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 21 147 139 240 569 115 110 178 644 122 292 10Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.9 4.9 3.7 4.9 4.6 4.6 4.6Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.97 1.00 0.85 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 0.98 1.00 0.99Satd. Flow (prot) 1598 1682 1430 1598 3115 1650 1430 1653Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.68 1.00 0.72Satd. Flow (perm) 1598 1682 1430 1598 3115 1151 1430 1209Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 21 150 142 245 581 117 112 182 657 124 298 10RTOR Reduction (vph) 0 0 103 0 18 0 0 0 395 0 1 0Lane Group Flow (vph) 21 150 39 245 680 0 0 294 262 0 431 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 5 2 1 6 8 4Permitted Phases 2 8 8 4Actuated Green, G (s) 1.6 23.6 23.6 14.5 36.1 34.0 34.0 34.0Effective Green, g (s) 1.6 23.6 23.6 14.5 36.1 34.0 34.0 34.0Actuated g/C Ratio 0.02 0.28 0.28 0.17 0.42 0.40 0.40 0.40Clearance Time (s) 4.1 4.9 4.9 3.7 4.9 4.6 4.6 4.6Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 30 465 396 272 1318 459 570 482v/s Ratio Prot 0.01 0.09 c0.15 c0.22v/s Ratio Perm 0.03 0.26 0.18 c0.36v/c Ratio 0.70 0.32 0.10 0.90 0.52 0.64 0.46 0.89Uniform Delay, d1 41.6 24.5 22.9 34.7 18.2 20.7 18.9 24.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 52.7 1.8 0.5 30.1 1.4 6.7 2.7 21.6Delay (s) 94.4 26.3 23.4 64.8 19.6 27.4 21.5 45.6Level of Service F C C E B C C DApproach Delay (s) 29.6 31.3 23.4 45.6Approach LOS C C C D


HCM Signalized Intersection Capacity Analysis47: Paramount Blvd & SR 60 EB Ramps/Town Center Dr 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 259 85 216 8 0 49 0 1167 15 66 445 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 4.9 4.1 4.9Lane Util. Factor 0.95 0.95 1.00 1.00 0.88 0.91 0.97 0.95Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 1.00Flt Protected 0.95 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1518 1558 1430 1598 2516 4583 3100 3195Flt Permitted 0.95 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1518 1558 1430 1598 2516 4583 3100 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 264 87 220 8 0 50 0 1191 15 67 454 0RTOR Reduction (vph) 0 0 160 0 0 48 0 1 0 0 0 0Lane Group Flow (vph) 174 177 60 8 0 2 0 1205 0 67 454 0Turn Type Split NA Perm Prot custom NA Prot NAProtected Phases 7 7 8 8 2 1 6Permitted Phases 7Actuated Green, G (s) 23.6 23.6 23.6 2.9 2.9 37.3 4.9 46.3Effective Green, g (s) 23.6 23.6 23.6 2.9 2.9 37.3 4.9 46.3Actuated g/C Ratio 0.27 0.27 0.27 0.03 0.03 0.43 0.06 0.53Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 4.9 4.1 4.9Vehicle Extension (s) 2.0 2.0 2.0 1.5 1.5 6.0 1.5 6.0Lane Grp Cap (vph) 412 423 388 53 84 1967 175 1702v/s Ratio Prot c0.11 0.11 c0.01 0.00 c0.26 c0.02 0.14v/s Ratio Perm 0.04v/c Ratio 0.42 0.42 0.15 0.15 0.02 0.61 0.38 0.27Uniform Delay, d1 26.0 26.0 24.1 40.8 40.6 19.2 39.5 11.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.2 3.0 0.8 0.5 0.0 1.4 0.5 0.4Delay (s) 29.2 29.0 24.9 41.3 40.7 20.6 40.1 11.4Level of Service C C C D D C D BApproach Delay (s) 27.5 40.7 20.6 15.1Approach LOS C D C B

Intersection SummaryHCM Average Control Delay 21.6 HCM Level of Service CHCM Volume to Capacity ratio 0.51Actuated Cycle Length (s) 86.9 Sum of lost time (s) 18.2Intersection Capacity Utilization 53.3% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis48: Paramount Blvd & Neil Armstrong St/SR 60 WB Ramps 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 15 4 200 235 11 199 65 707 279 0 1114 6Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.9 4.9 4.9 4.9Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.91Frt 0.88 1.00 0.85 1.00 1.00 0.85 1.00Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1469 1605 1430 1598 3195 1430 4588Flt Permitted 0.98 0.57 1.00 0.18 1.00 1.00 1.00Satd. Flow (perm) 1438 954 1430 308 3195 1430 4588Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 15 4 204 240 11 203 66 721 285 0 1137 6RTOR Reduction (vph) 0 23 0 0 0 80 0 0 154 0 1 0Lane Group Flow (vph) 0 200 0 0 251 123 66 721 131 0 1142 0Turn Type Perm NA Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 6Permitted Phases 4 4 4 2 2 6Actuated Green, G (s) 33.8 33.8 33.8 36.7 36.7 36.7 36.7Effective Green, g (s) 33.8 33.8 33.8 36.7 36.7 36.7 36.7Actuated g/C Ratio 0.42 0.42 0.42 0.46 0.46 0.46 0.46Clearance Time (s) 4.6 4.6 4.6 4.9 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 608 403 604 141 1466 656 2105v/s Ratio Prot 0.23 c0.25v/s Ratio Perm 0.14 c0.26 0.09 0.21 0.09v/c Ratio 0.33 0.62 0.20 0.47 0.49 0.20 0.54Uniform Delay, d1 15.5 18.1 14.6 14.9 15.1 12.9 15.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.4 7.1 0.8 10.8 1.2 0.7 1.0Delay (s) 16.9 25.2 15.4 25.7 16.3 13.6 16.6Level of Service B C B C B B BApproach Delay (s) 16.9 20.8 16.2 16.6Approach LOS B C B B


HCM Signalized Intersection Capacity Analysis49: Montebello Blvd & Paramount Blvd 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 928 176 0 2 116 207 0 6 4 47 3 703Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 6.0 6.0 6.0 4.0 5.0 5.0 5.0Lane Util. Factor 0.97 0.95 1.00 0.91 1.00 0.95 0.95 0.88Frt 1.00 1.00 1.00 0.90 0.95 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 0.96 1.00Satd. Flow (prot) 3100 3195 1598 4150 1591 1518 1530 2516Flt Permitted 0.95 1.00 0.64 1.00 1.00 0.95 0.96 1.00Satd. Flow (perm) 3100 3195 1073 4150 1591 1518 1530 2516Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 947 180 0 2 118 211 0 6 4 48 3 717RTOR Reduction (vph) 0 0 0 0 153 0 0 4 0 0 0 329Lane Group Flow (vph) 947 180 0 2 176 0 0 6 0 25 26 388Turn Type Prot NA Perm NA Perm NA Split NA pt+ovProtected Phases 1 6 2 3 4 4 4 1Permitted Phases 2 3Actuated Green, G (s) 28.8 58.7 24.9 24.9 1.4 14.9 14.9 48.7Effective Green, g (s) 28.8 58.7 24.9 24.9 1.4 14.9 14.9 48.7Actuated g/C Ratio 0.32 0.65 0.28 0.28 0.02 0.17 0.17 0.54Clearance Time (s) 5.0 6.0 6.0 6.0 4.0 5.0 5.0Vehicle Extension (s) 3.0 5.0 5.0 5.0 3.0 5.0 5.0Lane Grp Cap (vph) 992 2084 297 1148 25 251 253 1361v/s Ratio Prot c0.31 0.06 c0.04 c0.00 0.02 0.02 c0.15v/s Ratio Perm 0.00v/c Ratio 0.95 0.09 0.01 0.15 0.24 0.10 0.10 0.29Uniform Delay, d1 30.0 5.8 23.6 24.6 43.8 31.9 31.9 11.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 19.5 0.1 0.0 0.3 5.0 0.4 0.4 0.2Delay (s) 49.5 5.8 23.6 24.9 48.8 32.2 32.3 11.4Level of Service D A C C D C C BApproach Delay (s) 42.5 24.9 48.8 12.8Approach LOS D C D B

Intersection SummaryHCM Average Control Delay 29.7 HCM Level of Service CHCM Volume to Capacity ratio 0.52Actuated Cycle Length (s) 90.0 Sum of lost time (s) 20.0Intersection Capacity Utilization 55.7% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group

HCM Unsignalized Intersection Capacity Analysis50: Montebello Blvd & Montebello Town Center 7/30/2013



Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2Volume Total 82 81 81 175 147 4 28Volume Left 82 0 0 0 0 4 0Volume Right 0 0 0 0 59 0 28cSH 1179 1700 1700 1700 1700 424 831Volume to Capacity 0.07 0.05 0.05 0.10 0.09 0.01 0.03Queue Length 95th (ft) 6 0 0 0 0 1 3Control Delay (s) 8.3 0.0 0.0 0.0 0.0 13.6 9.5Lane LOS A B AApproach Delay (s) 2.8 0.0 10.0Approach LOS B


HCM Signalized Intersection Capacity Analysis51: Montebello Town Center & SR 60 EB Ramps 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 15 18 10 88 36 787 7 90 67 330 15 13Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 1.00 0.95 0.91 0.91 1.00 1.00 0.95 1.00 0.91 0.91 1.00Frt 1.00 0.95 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 0.97 1.00 0.95 1.00 1.00 0.95 0.96 1.00Satd. Flow (prot) 1598 3024 1454 2979 1430 1598 3195 1430 1454 2927 1430Flt Permitted 0.70 1.00 0.74 0.85 1.00 0.63 1.00 1.00 0.69 0.71 1.00Satd. Flow (perm) 1175 3024 1129 2608 1430 1061 3195 1430 1063 2158 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 15 18 10 90 37 803 7 92 68 337 15 13RTOR Reduction (vph) 0 5 0 0 0 324 0 0 49 0 0 9Lane Group Flow (vph) 15 23 0 45 82 479 7 92 19 168 184 4Turn Type Perm NA Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 5 1 3 7Permitted Phases 5 1 1 3 3 7 7Actuated Green, G (s) 30.0 30.0 30.0 30.0 30.0 15.4 15.4 15.4 15.4 15.4 15.4Effective Green, g (s) 30.0 30.0 30.0 30.0 30.0 15.4 15.4 15.4 15.4 15.4 15.4Actuated g/C Ratio 0.55 0.55 0.55 0.55 0.55 0.28 0.28 0.28 0.28 0.28 0.28Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 7.0 7.0 7.0Lane Grp Cap (vph) 646 1662 620 1433 786 299 901 403 300 609 403v/s Ratio Prot 0.01 0.03v/s Ratio Perm 0.01 0.04 0.03 c0.33 0.01 0.01 c0.16 0.09 0.00v/c Ratio 0.02 0.01 0.07 0.06 0.61 0.02 0.10 0.05 0.56 0.30 0.01Uniform Delay, d1 5.6 5.6 5.8 5.7 8.3 14.2 14.5 14.3 16.7 15.4 14.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.1 0.0 0.2 0.1 3.5 0.1 0.2 0.2 5.9 1.0 0.0Delay (s) 5.7 5.6 6.0 5.8 11.8 14.3 14.7 14.5 22.6 16.4 14.1Level of Service A A A A B B B B C B BApproach Delay (s) 5.6 11.0 14.6 19.2Approach LOS A B B B

Intersection SummaryHCM Average Control Delay 13.2 HCM Level of Service BHCM Volume to Capacity ratio 0.59Actuated Cycle Length (s) 54.6 Sum of lost time (s) 9.2Intersection Capacity Utilization 73.2% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis52: Plaza Dr & Montebello Blvd 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 1 98 39 7 75 1 265 29 9 1 1 2Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00Frt 1.00 0.96 1.00 1.00 1.00 0.97 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3059 1598 3189 1598 3085 1598 1682 1430Flt Permitted 0.95 1.00 0.95 1.00 0.76 1.00 0.73 1.00 1.00Satd. Flow (perm) 1598 3059 1598 3189 1273 3085 1228 1682 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 1 100 40 7 77 1 270 30 9 1 1 2RTOR Reduction (vph) 0 16 0 0 0 0 0 6 0 0 0 1Lane Group Flow (vph) 1 124 0 7 78 0 270 33 0 1 1 1Turn Type Prot NA Prot NA Perm NA Perm NA PermProtected Phases 5 2 1 6 8 4Permitted Phases 8 4 4Actuated Green, G (s) 0.9 71.6 1.2 71.9 34.2 34.2 34.2 34.2 34.2Effective Green, g (s) 0.9 71.6 1.2 71.9 34.2 34.2 34.2 34.2 34.2Actuated g/C Ratio 0.01 0.60 0.01 0.60 0.29 0.29 0.29 0.29 0.29Clearance Time (s) 3.5 5.0 3.5 5.0 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 1.5 3.0 1.5 3.0 4.5 4.5 4.5 4.5 4.5Lane Grp Cap (vph) 12 1825 16 1911 363 879 350 479 408v/s Ratio Prot 0.00 c0.04 c0.00 0.02 0.01 0.00v/s Ratio Perm c0.21 0.00 0.00v/c Ratio 0.08 0.07 0.44 0.04 0.74 0.04 0.00 0.00 0.00Uniform Delay, d1 59.1 10.2 59.1 9.9 38.9 31.0 30.7 30.7 30.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.1 0.1 6.8 0.0 9.0 0.0 0.0 0.0 0.0Delay (s) 60.2 10.2 65.9 9.9 48.0 31.0 30.7 30.7 30.7Level of Service E B E A D C C C CApproach Delay (s) 10.6 14.5 45.8 30.7Approach LOS B B D C


HCM Signalized Intersection Capacity Analysis53: San Gabriel Blvd & Walnut Grove Ave 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 3 3 9 496 25 36 0 1167 890 22 763 24Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 4.0 4.0 7.0 4.0 7.0 7.0Lane Util. Factor 1.00 0.95 0.95 0.95 0.88 1.00 0.95Frt 0.92 1.00 0.98 1.00 0.85 1.00 1.00Flt Protected 0.99 0.95 0.96 1.00 1.00 0.95 1.00Satd. Flow (prot) 1530 1518 1508 3195 2516 1598 3181Flt Permitted 0.80 0.95 0.76 1.00 1.00 0.12 1.00Satd. Flow (perm) 1236 1518 1197 3195 2516 199 3181Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 3 3 9 506 26 37 0 1191 908 22 779 24RTOR Reduction (vph) 0 9 0 0 6 0 0 0 612 0 2 0Lane Group Flow (vph) 0 6 0 288 275 0 0 1191 296 22 801 0Turn Type Perm NA Prot NA Perm NA custom Perm NAProtected Phases 5 3 6 4 3 4Permitted Phases 5 3 6 4 4Actuated Green, G (s) 3.0 37.6 37.6 44.9 24.3 44.9 44.9Effective Green, g (s) 3.0 34.1 34.1 44.9 24.3 44.9 44.9Actuated g/C Ratio 0.03 0.34 0.34 0.45 0.24 0.45 0.45Clearance Time (s) 3.5 7.0 4.0 7.0 7.0Vehicle Extension (s) 3.0 3.0 4.0 3.0 3.0Lane Grp Cap (vph) 37 518 408 1435 611 89 1428v/s Ratio Prot 0.19 c0.37 0.12 0.25v/s Ratio Perm c0.01 c0.23 0.11v/c Ratio 0.17 0.56 0.67 0.83 0.49 0.25 0.56Uniform Delay, d1 47.3 26.8 28.2 24.2 32.5 17.1 20.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.2 1.6 4.8 5.7 0.8 6.5 1.6Delay (s) 49.5 28.4 33.0 29.9 33.3 23.6 21.9Level of Service D C C C C C CApproach Delay (s) 49.5 30.6 31.4 21.9Approach LOS D C C C


HCM Signalized Intersection Capacity Analysis54: San Gabriel Blvd & SR 60 WB Ramps 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 11 14 32 77 13 860 33 1386 240 128 1147 3Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 0.91 1.00 0.95Frt 1.00 0.89 1.00 0.85 0.85 1.00 0.98 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1505 1598 1365 1358 1598 4490 1598 3194Flt Permitted 0.21 1.00 0.73 1.00 1.00 0.24 1.00 0.95 1.00Satd. Flow (perm) 358 1505 1222 1365 1358 406 4490 1598 3194Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 11 14 33 79 13 878 34 1414 245 131 1170 3RTOR Reduction (vph) 0 26 0 0 252 252 0 25 0 0 0 0Lane Group Flow (vph) 11 21 0 79 191 196 34 1634 0 131 1173 0Turn Type Perm NA Perm NA Perm Perm NA Prot NAProtected Phases 4 8 2 1 6Permitted Phases 4 8 8 2Actuated Green, G (s) 18.8 18.8 18.8 18.8 18.8 39.3 39.3 11.0 54.3Effective Green, g (s) 18.8 18.8 18.8 18.8 18.8 39.3 39.3 11.0 54.3Actuated g/C Ratio 0.23 0.23 0.23 0.23 0.23 0.47 0.47 0.13 0.65Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 5.5 5.5 3.0 5.5Lane Grp Cap (vph) 81 341 277 309 308 192 2126 212 2090v/s Ratio Prot 0.01 0.14 c0.36 0.08 c0.37v/s Ratio Perm 0.03 0.06 c0.14 0.08v/c Ratio 0.14 0.06 0.29 0.62 0.64 0.18 0.77 0.62 0.56Uniform Delay, d1 25.6 25.2 26.5 28.9 29.0 12.6 18.1 34.0 7.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 0.1 0.8 4.2 4.8 2.0 2.7 5.3 1.1Delay (s) 26.7 25.3 27.3 33.0 33.8 14.6 20.8 39.3 8.9Level of Service C C C C C B C D AApproach Delay (s) 25.6 32.9 20.7 12.0Approach LOS C C C B


HCM Signalized Intersection Capacity Analysis55: San Gabriel Blvd & Montebello Town Center 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 304 34 113 9 30 100 50 1206 36 83 382 753Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.97 0.95 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 0.96 1.00 0.99 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1536 1430 1663 1430 3100 3181 1598 3195 1430Flt Permitted 0.95 0.96 1.00 0.99 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1536 1430 1663 1430 3100 3181 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 310 35 115 9 31 102 51 1231 37 85 390 768RTOR Reduction (vph) 0 0 109 0 0 94 0 1 0 0 0 329Lane Group Flow (vph) 170 175 6 0 40 8 51 1267 0 85 390 439Turn Type Split NA Over Split NA Perm Prot NA Prot NA PermProtected Phases 8 8 1 7 7 1 6 5 2Permitted Phases 7 2Actuated Green, G (s) 18.9 18.9 7.1 10.1 10.1 7.1 68.3 12.1 73.2 73.2Effective Green, g (s) 18.9 18.9 7.1 10.1 10.1 7.1 68.3 12.1 73.2 73.2Actuated g/C Ratio 0.15 0.15 0.06 0.08 0.08 0.06 0.53 0.09 0.57 0.57Clearance Time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 3.0 6.0 6.0Lane Grp Cap (vph) 224 227 79 131 113 172 1697 151 1827 818v/s Ratio Prot 0.11 c0.11 0.00 c0.02 0.02 c0.40 c0.05 0.12v/s Ratio Perm 0.01 0.31v/c Ratio 0.76 0.77 0.08 0.31 0.07 0.30 0.75 0.56 0.21 0.54Uniform Delay, d1 52.4 52.5 57.4 55.6 54.6 58.1 23.1 55.4 13.4 16.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 12.3 13.7 0.2 0.5 0.1 0.4 3.0 4.7 0.3 2.5Delay (s) 64.6 66.1 57.5 56.1 54.7 58.4 26.2 60.2 13.6 19.4Level of Service E E E E D E C E B BApproach Delay (s) 63.4 55.1 27.4 20.4Approach LOS E E C C


HCM Unsignalized Intersection Capacity Analysis56: San Gabriel Blvd & Plaza Dr 7/30/2013


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (veh/h) 0 49 281 1292 500 5Sign Control Stop Free FreeGrade 0% 0% 0%Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98Hourly flow rate (vph) 0 50 287 1318 510 5PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type None TWLTLMedian storage veh) 2Upstream signal (ft)pX, platoon unblockedvC, conflicting volume 1745 258 515vC1, stage 1 conf vol 513vC2, stage 2 conf vol 1233vCu, unblocked vol 1745 258 515tC, single (s) 7.0 7.1 4.3tC, 2 stage (s) 6.0tF (s) 3.6 3.4 2.3p0 queue free % 100 93 71cM capacity (veh/h) 151 718 993

Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 0 50 287 659 659 340 175Volume Left 0 0 287 0 0 0 0Volume Right 0 50 0 0 0 0 5cSH 1700 718 993 1700 1700 1700 1700Volume to Capacity 0.00 0.07 0.29 0.39 0.39 0.20 0.10Queue Length 95th (ft) 0 6 30 0 0 0 0Control Delay (s) 0.0 10.4 10.1 0.0 0.0 0.0 0.0Lane LOS A B BApproach Delay (s) 10.4 1.8 0.0Approach LOS B


HCM Signalized Intersection Capacity Analysis57: Santa Anita Ave & SR 60 EB Ramps 7/30/2013


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 470 33 0 953 611 739Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.9 4.9 4.9Lane Util. Factor 0.97 1.00 0.95 0.95 1.00Frt 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 3100 1430 3195 3195 1430Flt Permitted 0.95 1.00 1.00 1.00 1.00Satd. Flow (perm) 3100 1430 3195 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 480 34 0 972 623 754RTOR Reduction (vph) 0 23 0 0 0 559Lane Group Flow (vph) 480 11 0 972 623 195Turn Type NA Prot NA NA PermProtected Phases 4 4 2 6Permitted Phases 6Actuated Green, G (s) 21.9 21.9 16.1 18.1 18.1Effective Green, g (s) 21.9 21.9 16.1 18.1 18.1Actuated g/C Ratio 0.31 0.31 0.23 0.26 0.26Clearance Time (s) 4.1 4.1 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 7.0 7.0 7.0Lane Grp Cap (vph) 970 447 735 826 370v/s Ratio Prot c0.15 0.01 c0.30 c0.19v/s Ratio Perm 0.14v/c Ratio 0.49 0.02 1.32 0.75 0.53Uniform Delay, d1 19.6 16.6 26.9 23.9 22.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.8 0.1 154.5 6.3 5.3Delay (s) 21.4 16.7 181.5 30.2 27.6Level of Service C B F C CApproach Delay (s) 21.1 181.5 28.8Approach LOS C F C

Intersection SummaryHCM Average Control Delay 79.2 HCM Level of Service EHCM Volume to Capacity ratio 0.82Actuated Cycle Length (s) 70.0 Sum of lost time (s) 13.9Intersection Capacity Utilization 51.1% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis58: Santa Anita Ave & Fawcett Ave 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 40 39 480 48 375 201 134 883 79 69 843 71Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 0.95 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1682 1430 3030 1598 3156 1598 3158Flt Permitted 0.32 1.00 1.00 0.93 0.22 1.00 0.20 1.00Satd. Flow (perm) 538 1682 1430 2826 367 3156 335 3158Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 41 40 490 49 383 205 137 901 81 70 860 72RTOR Reduction (vph) 0 0 62 0 56 0 0 7 0 0 6 0Lane Group Flow (vph) 41 40 428 0 581 0 137 975 0 70 926 0Turn Type Perm NA Perm Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 4 8 2 6Actuated Green, G (s) 41.9 41.9 41.9 41.9 49.1 49.1 49.1 49.1Effective Green, g (s) 41.9 41.9 41.9 41.9 49.1 49.1 49.1 49.1Actuated g/C Ratio 0.42 0.42 0.42 0.42 0.49 0.49 0.49 0.49Clearance Time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 7.0 7.0 7.0 7.0Lane Grp Cap (vph) 225 705 599 1184 180 1550 164 1551v/s Ratio Prot 0.02 0.31 0.29v/s Ratio Perm 0.08 c0.30 0.21 c0.37 0.21v/c Ratio 0.18 0.06 0.71 0.49 0.76 0.63 0.43 0.60Uniform Delay, d1 18.3 17.3 24.1 21.2 20.7 18.7 16.4 18.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.8 0.2 7.1 1.5 23.2 1.6 7.9 1.7Delay (s) 20.0 17.4 31.2 22.7 43.9 20.4 24.3 20.0Level of Service C B C C D C C CApproach Delay (s) 29.4 22.7 23.2 20.3Approach LOS C C C C


HCM Signalized Intersection Capacity Analysis59: Durfee Ave & SR 60 EB Ramps 7/30/2013


Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 80 453 1028 570 521 267Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 6.1 6.1 6.1 5.1 5.1Lane Util. Factor 0.91 0.95 1.00 0.97 1.00Frt 1.00 1.00 0.85 1.00 0.85Flt Protected 0.99 1.00 1.00 0.95 1.00Satd. Flow (prot) 4557 3195 1430 3100 1430Flt Permitted 0.70 1.00 1.00 0.95 1.00Satd. Flow (perm) 3206 3195 1430 3100 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 82 462 1049 582 532 272RTOR Reduction (vph) 0 0 0 299 0 38Lane Group Flow (vph) 0 544 1049 283 532 234Turn Type Perm NA NA Perm NA ProtProtected Phases 2 6 7 7Permitted Phases 2 6Actuated Green, G (s) 38.9 38.9 38.9 29.9 29.9Effective Green, g (s) 38.9 38.9 38.9 29.9 29.9Actuated g/C Ratio 0.49 0.49 0.49 0.37 0.37Clearance Time (s) 6.1 6.1 6.1 5.1 5.1Vehicle Extension (s) 6.5 6.5 6.5 2.5 2.5Lane Grp Cap (vph) 1559 1554 695 1159 534v/s Ratio Prot c0.33 c0.17 0.16v/s Ratio Perm 0.17 0.20v/c Ratio 0.35 0.68 0.41 0.46 0.44Uniform Delay, d1 12.7 15.7 13.2 18.9 18.8Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 2.4 1.8 1.3 2.6Delay (s) 13.3 18.1 14.9 20.2 21.4Level of Service B B B C CApproach Delay (s) 13.3 17.0 20.6Approach LOS B B C

Intersection SummaryHCM Average Control Delay 17.3 HCM Level of Service BHCM Volume to Capacity ratio 0.58Actuated Cycle Length (s) 80.0 Sum of lost time (s) 11.2Intersection Capacity Utilization 69.5% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis60: Peck Rd & Slack Rd 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 118 18 322 44 38 21 268 777 6 7 1566 135Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 3.5 3.5 3.5 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.85 0.97 1.00 1.00 1.00 1.00 0.85Flt Protected 0.96 1.00 0.98 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1612 1430 1602 1598 3192 1598 3195 1430Flt Permitted 0.68 1.00 0.84 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1139 1430 1371 1598 3192 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 120 18 329 45 39 21 273 793 6 7 1598 138RTOR Reduction (vph) 0 0 151 0 13 0 0 0 0 0 0 78Lane Group Flow (vph) 0 138 178 0 92 0 273 799 0 7 1598 60Turn Type Perm NA Perm Perm NA Prot NA Prot NA PermProtected Phases 4 4 1 6 5 2Permitted Phases 4 4 4 2Actuated Green, G (s) 15.6 15.6 15.6 17.9 52.1 0.8 35.0 35.0Effective Green, g (s) 15.6 15.6 15.6 17.9 52.1 0.8 35.0 35.0Actuated g/C Ratio 0.19 0.19 0.19 0.22 0.65 0.01 0.43 0.43Clearance Time (s) 3.5 3.5 3.5 3.5 5.0 3.5 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 2.0 2.0 2.0 3.0 3.0Lane Grp Cap (vph) 221 277 266 355 2066 16 1389 622v/s Ratio Prot c0.17 0.25 0.00 c0.50v/s Ratio Perm 0.12 c0.12 0.07 0.04v/c Ratio 0.62 0.64 0.35 0.77 0.39 0.44 1.15 0.10Uniform Delay, d1 29.8 29.9 28.0 29.4 6.7 39.6 22.8 13.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.4 5.0 0.8 8.7 0.5 6.8 76.5 0.3Delay (s) 35.2 34.9 28.8 38.1 7.2 46.4 99.2 13.7Level of Service D C C D A D F BApproach Delay (s) 35.0 28.8 15.1 92.3Approach LOS D C B F


HCM Unsignalized Intersection Capacity Analysis61: Peck Rd & Farndon St 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 0 0 0 46 0 17 0 1039 24 25 1945 0Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Hourly flow rate (vph) 0 0 0 47 0 17 0 1060 24 26 1985 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 447 441pX, platoon unblocked 0.67 0.67 0.58 0.67 0.67 0.82 0.58 0.82vC, conflicting volume 2583 3120 992 2116 3108 542 1985 1085vC1, stage 1 conf vol 2036 2036 1072 1072vC2, stage 2 conf vol 547 1085 1043 2036vCu, unblocked vol 1194 1991 0 500 1973 11 1264 671tC, single (s) 7.7 6.7 7.1 7.7 6.7 7.1 4.3 4.3tC, 2 stage (s) 6.7 5.7 6.7 5.7tF (s) 3.6 4.1 3.4 3.6 4.1 3.4 2.3 2.3p0 queue free % 100 100 100 85 100 98 100 96cM capacity (veh/h) 81 107 619 322 108 856 295 710

Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3Volume Total 64 707 378 26 1323 662Volume Left 47 0 0 26 0 0Volume Right 17 0 24 0 0 0cSH 387 1700 1700 710 1700 1700Volume to Capacity 0.17 0.42 0.22 0.04 0.78 0.39Queue Length 95th (ft) 15 0 0 3 0 0Control Delay (s) 16.1 0.0 0.0 10.3 0.0 0.0Lane LOS C BApproach Delay (s) 16.1 0.0 0.1Approach LOS C

Intersection SummaryAverage Delay 0.4Intersection Capacity Utilization 65.6% ICU Level of Service CAnalysis Period (min) 15

HCM Signalized Intersection Capacity Analysis62: Peck Rd & SR 60 WB Ramps 7/30/2013


Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 177 222 846 329 0 1986Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.9 4.9 4.9 4.9 4.9Lane Util. Factor 0.97 0.91 0.95 1.00 0.95Frt 0.95 0.85 1.00 0.85 1.00Flt Protected 0.97 1.00 1.00 1.00 1.00Satd. Flow (prot) 2994 1301 3195 1430 3195Flt Permitted 0.97 1.00 1.00 1.00 1.00Satd. Flow (perm) 2994 1301 3195 1430 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 181 227 863 336 0 2027RTOR Reduction (vph) 60 60 0 181 0 0Lane Group Flow (vph) 219 69 863 155 0 2027Turn Type NA Prot NA Perm NAProtected Phases 8 8 2 6Permitted Phases 2Actuated Green, G (s) 17.1 17.1 23.1 23.1 23.1Effective Green, g (s) 17.1 17.1 23.1 23.1 23.1Actuated g/C Ratio 0.34 0.34 0.46 0.46 0.46Clearance Time (s) 4.9 4.9 4.9 4.9 4.9Lane Grp Cap (vph) 1024 445 1476 661 1476v/s Ratio Prot c0.07 0.05 0.27 c0.63v/s Ratio Perm 0.11v/c Ratio 0.21 0.16 0.58 0.23 1.37Uniform Delay, d1 11.7 11.4 9.9 8.1 13.4Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.5 0.7 1.7 0.8 172.4Delay (s) 12.2 12.2 11.6 9.0 185.8Level of Service B B B A FApproach Delay (s) 12.2 10.9 185.8Approach LOS B B F

Intersection SummaryHCM Average Control Delay 108.6 HCM Level of Service FHCM Volume to Capacity ratio 0.88Actuated Cycle Length (s) 50.0 Sum of lost time (s) 9.8Intersection Capacity Utilization 72.1% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis63: Peck Rd & Durfee Ave 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 472 58 473 79 131 29 473 1100 40 86 657 891Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Lane Util. Factor 0.95 0.91 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.93 0.85 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 0.98 1.00 0.98 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1399 1358 1627 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 0.98 1.00 0.74 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1399 1358 1229 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 482 59 483 81 134 30 483 1122 41 88 670 909RTOR Reduction (vph) 0 36 250 0 6 0 0 0 25 0 0 426Lane Group Flow (vph) 352 312 74 0 239 0 483 1122 16 88 670 483Turn Type Split NA Prot Perm NA Prot NA Perm Prot NA PermProtected Phases 7 7 7 8 5 2 1 6Permitted Phases 8 2 6Actuated Green, G (s) 19.4 19.4 19.4 9.4 14.3 33.4 33.4 5.3 24.4 24.4Effective Green, g (s) 19.4 19.4 19.4 9.4 14.3 33.4 33.4 5.3 24.4 24.4Actuated g/C Ratio 0.23 0.23 0.23 0.11 0.17 0.39 0.39 0.06 0.29 0.29Clearance Time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 7.0 7.0 2.0 7.0 7.0Lane Grp Cap (vph) 346 319 310 136 269 1255 562 100 917 410v/s Ratio Prot c0.23 0.22 0.05 c0.30 0.35 0.06 0.21v/s Ratio Perm c0.19 0.01 c0.34v/c Ratio 1.02 0.98 0.24 1.76 1.80 0.89 0.03 0.88 0.73 1.18Uniform Delay, d1 32.8 32.6 26.8 37.8 35.4 24.1 15.8 39.5 27.3 30.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 52.9 45.5 1.8 368.4 372.5 10.0 0.1 52.5 5.1 103.1Delay (s) 85.7 78.1 28.6 406.2 407.9 34.1 15.9 92.0 32.4 133.4Level of Service F E C F F C B F C FApproach Delay (s) 65.0 406.2 143.4 90.7Approach LOS E F F F


HCM Signalized Intersection Capacity Analysis1: Atlantic Blvd & Beverly Blvd 7/30/2013

Future No Build 2035 PM Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 51 850 81 172 352 196 70 1140 118 358 1112 44Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 4527 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 1598 4527 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 52 867 83 176 359 200 71 1163 120 365 1135 45RTOR Reduction (vph) 0 0 59 0 0 133 0 10 0 0 0 24Lane Group Flow (vph) 52 867 24 176 359 67 71 1273 0 365 1135 21Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA customProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 6 2 6Actuated Green, G (s) 6.6 31.6 31.6 15.2 40.2 40.2 7.0 31.7 25.5 50.2 31.6Effective Green, g (s) 6.6 31.6 31.6 15.2 40.2 40.2 7.0 31.7 25.5 50.2 31.6Actuated g/C Ratio 0.05 0.26 0.26 0.13 0.34 0.34 0.06 0.26 0.21 0.42 0.26Clearance Time (s) 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 5.0 1.5 5.0 1.5 5.0 5.0Lane Grp Cap (vph) 88 841 377 202 1070 479 93 1196 340 1337 377v/s Ratio Prot 0.03 c0.27 c0.11 0.11 0.04 c0.28 c0.23 0.36v/s Ratio Perm 0.02 0.05 0.01v/c Ratio 0.59 1.03 0.06 0.87 0.34 0.14 0.76 1.06 1.07 0.85 0.05Uniform Delay, d1 55.4 44.2 33.1 51.4 29.9 27.8 55.7 44.1 47.2 31.5 33.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.69 1.55 0.47Incremental Delay, d2 6.9 39.2 0.3 30.3 0.8 0.6 27.7 44.9 52.4 2.4 0.1Delay (s) 62.3 83.4 33.4 81.8 30.7 28.4 83.4 89.1 85.0 51.3 15.6Level of Service E F C F C C F F F D BApproach Delay (s) 78.2 42.3 88.8 58.3Approach LOS E D F E

Intersection SummaryHCM Average Control Delay 69.0 HCM Level of Service EHCM Volume to Capacity ratio 1.03Actuated Cycle Length (s) 120.0 Sum of lost time (s) 16.0Intersection Capacity Utilization 93.8% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis2: Atlantic Blvd & Pomona Blvd 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 207 236 18 62 104 212 38 1273 79 361 1368 92Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 4.5 5.0 4.5 4.5 3.5 4.5 3.5 4.5 4.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.95 1.00Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 1664 1598 1682 1430 1598 4551 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 1664 1598 1682 1430 1598 4551 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 211 241 18 63 106 216 39 1299 81 368 1396 94RTOR Reduction (vph) 0 2 0 0 0 158 0 6 0 0 0 42Lane Group Flow (vph) 211 257 0 63 106 59 39 1374 0 368 1396 52Turn Type Prot NA Prot NA Perm Prot NA Prot NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 6Actuated Green, G (s) 14.0 38.8 7.7 32.5 32.5 4.4 33.5 22.5 51.6 51.6Effective Green, g (s) 14.0 38.8 7.7 32.5 32.5 4.4 33.5 22.5 51.6 51.6Actuated g/C Ratio 0.12 0.32 0.06 0.27 0.27 0.04 0.28 0.19 0.43 0.43Clearance Time (s) 5.0 4.5 5.0 4.5 4.5 3.5 4.5 3.5 4.5 4.5Vehicle Extension (s) 1.5 4.5 1.5 4.5 4.5 1.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 186 538 103 456 387 59 1270 300 1374 615v/s Ratio Prot c0.13 c0.15 0.04 0.06 0.02 0.30 c0.23 c0.44v/s Ratio Perm 0.04 0.04v/c Ratio 1.13 0.48 0.61 0.23 0.15 0.66 1.08 1.23 1.02 0.08Uniform Delay, d1 53.0 32.5 54.7 34.0 33.3 57.1 43.2 48.8 34.2 20.2Progression Factor 1.00 1.00 1.01 0.91 1.00 0.88 0.96 1.00 1.00 1.00Incremental Delay, d2 106.8 3.0 7.3 1.2 0.8 7.4 42.7 127.9 28.3 0.3Delay (s) 159.8 35.5 62.6 32.0 34.1 57.9 84.1 176.6 62.5 20.5Level of Service F D E C C E F F E CApproach Delay (s) 91.3 38.2 83.3 83.0Approach LOS F D F F

Intersection SummaryHCM Average Control Delay 79.9 HCM Level of Service EHCM Volume to Capacity ratio 0.87Actuated Cycle Length (s) 120.0 Sum of lost time (s) 8.5Intersection Capacity Utilization 80.0% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis3: Atlantic Blvd & SR 60 EB Off Ramp 7/30/2013


Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 506 678 0 1648 1174 327Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 0.97 0.91 0.95 0.95 1.00Frt 0.94 0.85 1.00 1.00 0.85Flt Protected 0.97 1.00 1.00 1.00 1.00Satd. Flow (prot) 2987 1301 3195 3195 1430Flt Permitted 0.97 1.00 1.00 1.00 1.00Satd. Flow (perm) 2987 1301 3195 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 516 692 0 1682 1198 334RTOR Reduction (vph) 52 52 0 0 0 136Lane Group Flow (vph) 768 336 0 1682 1198 198Turn Type NA Perm NA NA PermProtected Phases 4 2 2Permitted Phases 4 2Actuated Green, G (s) 23.4 23.4 47.4 47.4 47.4Effective Green, g (s) 23.4 23.4 47.4 47.4 47.4Actuated g/C Ratio 0.29 0.29 0.59 0.59 0.59Clearance Time (s) 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 6.0 6.0 6.5 6.5 6.5Lane Grp Cap (vph) 874 381 1893 1893 847v/s Ratio Prot 0.26 c0.53 0.37v/s Ratio Perm c0.26 0.14v/c Ratio 0.88 0.88 0.89 0.63 0.23Uniform Delay, d1 26.9 27.0 14.0 10.6 7.7Progression Factor 1.00 1.00 1.00 0.71 0.60Incremental Delay, d2 12.2 24.1 6.7 1.2 0.5Delay (s) 39.1 51.1 20.7 8.8 5.1Level of Service D D C A AApproach Delay (s) 43.0 20.7 8.0Approach LOS D C A


HCM Signalized Intersection Capacity Analysis4: Atlantic Blvd & 1st St/SR 60 WB Off Ramp 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 116 0 438 314 181 310 149 1095 0 0 1235 110Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 0.91Frt 1.00 0.85 0.94 1.00 1.00 0.99Flt Protected 0.95 1.00 0.98 0.95 1.00 1.00Satd. Flow (prot) 1598 1430 2953 1598 3195 4535Flt Permitted 0.20 1.00 0.98 0.14 1.00 1.00Satd. Flow (perm) 335 1430 2953 237 3195 4535Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 118 0 447 320 185 316 152 1117 0 0 1260 112RTOR Reduction (vph) 0 0 30 0 43 0 0 0 0 0 13 0Lane Group Flow (vph) 118 0 417 0 778 0 152 1117 0 0 1359 0Turn Type D.Pm custom Perm NA Perm NA Perm NAProtected Phases 4 2 6Permitted Phases 4 4 4 2 2Actuated Green, G (s) 29.0 29.0 29.0 43.0 43.0 43.0Effective Green, g (s) 29.0 29.0 29.0 43.0 43.0 43.0Actuated g/C Ratio 0.36 0.36 0.36 0.54 0.54 0.54Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 121 518 1070 127 1717 2438v/s Ratio Prot 0.35 0.30v/s Ratio Perm c0.35 0.29 0.26 c0.64v/c Ratio 0.98 0.81 0.73 1.20 0.65 0.56Uniform Delay, d1 25.1 23.0 22.1 18.5 13.2 12.2Progression Factor 1.00 1.00 1.00 1.05 1.12 1.00Incremental Delay, d2 75.4 12.6 4.3 117.0 0.8 0.9Delay (s) 100.6 35.5 26.4 136.5 15.6 13.1Level of Service F D C F B BApproach Delay (s) 49.1 26.4 30.1 13.1Approach LOS D C C B


HCM Signalized Intersection Capacity Analysis5: Beverly Blvd & Hillview Ave 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 32 1293 30 75 626 19 21 108 151 37 57 28Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 3.0 3.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00Frt 1.00 1.00 1.00 1.00 0.93 0.97Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99Satd. Flow (prot) 1598 3184 1598 3182 1553 1605Flt Permitted 0.39 1.00 0.16 1.00 0.98 0.77Satd. Flow (perm) 661 3184 265 3182 1523 1257Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 33 1319 31 77 639 19 21 110 154 38 58 29RTOR Reduction (vph) 0 2 0 0 2 0 0 42 0 0 16 0Lane Group Flow (vph) 33 1348 0 77 656 0 0 243 0 0 109 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 4 4Permitted Phases 2 6 4 4Actuated Green, G (s) 54.2 54.2 54.2 54.2 17.8 17.8Effective Green, g (s) 54.2 54.2 54.2 54.2 17.8 17.8Actuated g/C Ratio 0.68 0.68 0.68 0.68 0.22 0.22Clearance Time (s) 5.0 5.0 5.0 5.0 3.0 3.0Vehicle Extension (s) 5.0 5.0 2.0 2.0 3.0 3.0Lane Grp Cap (vph) 448 2157 180 2156 339 280v/s Ratio Prot c0.42 0.21v/s Ratio Perm 0.05 0.29 c0.16 0.09v/c Ratio 0.07 0.63 0.43 0.30 0.72 0.39Uniform Delay, d1 4.4 7.2 5.9 5.2 28.8 26.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 1.4 7.3 0.4 7.1 0.9Delay (s) 4.7 8.6 13.1 5.6 35.8 27.4Level of Service A A B A D CApproach Delay (s) 8.5 6.4 35.8 27.4Approach LOS A A D C


HCM Signalized Intersection Capacity Analysis6: Hillview Ave & Pomona Blvd 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 19 584 65 53 246 3 116 6 61 16 7 11Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00Frt 1.00 0.99 1.00 1.00 0.95 0.96Flt Protected 0.95 1.00 0.95 1.00 0.97 0.98Satd. Flow (prot) 1598 3148 1598 3190 1557 1571Flt Permitted 0.59 1.00 0.40 1.00 0.79 0.89Satd. Flow (perm) 1000 3148 673 3190 1264 1437Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 19 596 66 54 251 3 118 6 62 16 7 11RTOR Reduction (vph) 0 8 0 0 1 0 0 44 0 0 9 0Lane Group Flow (vph) 19 654 0 54 253 0 0 142 0 0 25 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 4 4Permitted Phases 2 6 4 4Actuated Green, G (s) 39.8 39.8 39.8 39.8 11.7 11.7Effective Green, g (s) 39.8 39.8 39.8 39.8 11.7 11.7Actuated g/C Ratio 0.66 0.66 0.66 0.66 0.19 0.19Clearance Time (s) 5.0 5.0 5.0 5.0 3.5 3.5Vehicle Extension (s) 5.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 663 2088 446 2116 246 280v/s Ratio Prot c0.21 0.08v/s Ratio Perm 0.02 0.08 c0.11 0.02v/c Ratio 0.03 0.31 0.12 0.12 0.58 0.09Uniform Delay, d1 3.5 4.3 3.7 3.7 21.9 19.8Progression Factor 0.58 0.62 1.00 1.00 1.00 1.00Incremental Delay, d2 0.0 0.1 0.6 0.1 3.2 0.1Delay (s) 2.0 2.8 4.3 3.8 25.1 19.9Level of Service A A A A C BApproach Delay (s) 2.8 3.9 25.1 19.9Approach LOS A A C B

Intersection SummaryHCM Average Control Delay 7.0 HCM Level of Service AHCM Volume to Capacity ratio 0.37Actuated Cycle Length (s) 60.0 Sum of lost time (s) 8.5Intersection Capacity Utilization 54.2% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group

HCM Signalized Intersection Capacity Analysis7: Gerhart Ave & Via Campo 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 97 564 103 0 0 0 0 272 77 163 478 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 4.5 4.5 4.5 4.5Lane Util. Factor 0.95 0.95 1.00 1.00 1.00Frt 0.98 1.00 0.85 1.00 1.00Flt Protected 0.99 1.00 1.00 0.95 1.00Satd. Flow (prot) 3111 3195 1430 1598 1682Flt Permitted 0.99 1.00 1.00 0.58 1.00Satd. Flow (perm) 3111 3195 1430 977 1682Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 99 576 105 0 0 0 0 278 79 166 488 0RTOR Reduction (vph) 0 21 0 0 0 0 0 0 52 0 0 0Lane Group Flow (vph) 0 760 0 0 0 0 0 278 27 166 488 0Turn Type Perm NA NA Perm Perm NAProtected Phases 2 4 4Permitted Phases 2 4 4Actuated Green, G (s) 30.0 20.5 20.5 20.5 20.5Effective Green, g (s) 30.0 20.5 20.5 20.5 20.5Actuated g/C Ratio 0.50 0.34 0.34 0.34 0.34Clearance Time (s) 5.0 4.5 4.5 4.5 4.5Vehicle Extension (s) 0.2 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1556 1092 489 334 575v/s Ratio Prot 0.09 c0.29v/s Ratio Perm 0.24 0.02 0.17v/c Ratio 0.49 0.25 0.06 0.50 0.85Uniform Delay, d1 9.9 14.2 13.3 15.7 18.3Progression Factor 1.00 1.00 1.00 0.77 0.71Incremental Delay, d2 1.1 0.6 0.2 3.5 10.2Delay (s) 11.0 14.8 13.5 15.6 23.2Level of Service B B B B CApproach Delay (s) 11.0 0.0 14.5 21.3Approach LOS B A B C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 118 229 84 37 333 0 0 524 71Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 4.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.96 1.00 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3067 1598 3195 1655Flt Permitted 0.95 1.00 0.21 1.00 1.00Satd. Flow (perm) 1598 3067 357 3195 1655Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 120 234 86 38 340 0 0 535 72RTOR Reduction (vph) 0 0 0 0 50 0 0 0 0 0 8 0Lane Group Flow (vph) 0 0 0 120 270 0 38 340 0 0 599 0Turn Type Perm NA Perm NA NAProtected Phases 2 4 8Permitted Phases 2 4Actuated Green, G (s) 25.0 25.0 25.5 25.5 25.5Effective Green, g (s) 25.0 25.0 25.5 25.5 25.5Actuated g/C Ratio 0.42 0.42 0.42 0.42 0.42Clearance Time (s) 5.0 5.0 4.5 4.5 4.5Lane Grp Cap (vph) 666 1278 152 1358 703v/s Ratio Prot c0.09 0.11 c0.36v/s Ratio Perm 0.08 0.11v/c Ratio 0.18 0.21 0.25 0.25 0.85Uniform Delay, d1 11.0 11.2 11.1 11.1 15.5Progression Factor 1.00 1.00 0.58 0.59 1.00Incremental Delay, d2 0.6 0.4 3.8 0.4 12.4Delay (s) 11.6 11.6 10.2 7.0 28.0Level of Service B B B A CApproach Delay (s) 0.0 11.6 7.3 28.0Approach LOS A B A C


HCM Signalized Intersection Capacity Analysis9: Pomona Blvd & Findlay Ave 7/30/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 119 434 13 87 289 0 0 68 27Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.5 4.5 4.5Lane Util. Factor 0.91 1.00 1.00Frt 1.00 1.00 0.96Flt Protected 0.99 0.99 1.00Satd. Flow (prot) 4528 1663 1616Flt Permitted 0.99 0.90 1.00Satd. Flow (perm) 4528 1518 1616Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 121 443 13 89 295 0 0 69 28RTOR Reduction (vph) 0 0 0 0 3 0 0 0 0 0 19 0Lane Group Flow (vph) 0 0 0 0 574 0 0 384 0 0 78 0Turn Type Perm NA Perm NA NAProtected Phases 2 4 4Permitted Phases 2 4Actuated Green, G (s) 33.7 21.3 21.3Effective Green, g (s) 33.7 21.3 21.3Actuated g/C Ratio 0.52 0.33 0.33Clearance Time (s) 5.5 4.5 4.5Vehicle Extension (s) 4.0 4.0 4.0Lane Grp Cap (vph) 2348 497 530v/s Ratio Prot 0.05v/s Ratio Perm 0.13 c0.25v/c Ratio 0.24 0.77 0.15Uniform Delay, d1 8.6 19.7 15.4Progression Factor 1.00 1.00 1.00Incremental Delay, d2 0.2 7.8 0.2Delay (s) 8.9 27.4 15.6Level of Service A C BApproach Delay (s) 0.0 8.9 27.4 15.6Approach LOS A A C B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 319 1024 337 550 849 0 0 871 121Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 0.91 1.00 0.91 0.91 0.95 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.99 1.00 0.95 0.99 1.00 1.00Satd. Flow (prot) 4537 1430 1454 3045 3195 1430Flt Permitted 0.99 1.00 0.95 0.99 1.00 1.00Satd. Flow (perm) 4537 1430 1454 3045 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 326 1045 344 561 866 0 0 889 123RTOR Reduction (vph) 0 0 0 0 0 124 0 0 0 0 0 36Lane Group Flow (vph) 0 0 0 0 1371 220 460 967 0 0 889 87Turn Type Perm NA Perm Split NA NA PermProtected Phases 4 1 1 2Permitted Phases 4 4 2Actuated Green, G (s) 28.5 28.5 32.5 32.5 25.5 25.5Effective Green, g (s) 28.5 28.5 32.5 32.5 25.5 25.5Actuated g/C Ratio 0.28 0.28 0.32 0.32 0.26 0.26Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 1293 408 473 990 815 365v/s Ratio Prot 0.32 c0.32 c0.28v/s Ratio Perm 0.30 0.15 0.06v/c Ratio 1.06 0.54 0.97 0.98 1.09 0.24Uniform Delay, d1 35.8 30.2 33.3 33.4 37.2 29.6Progression Factor 1.00 1.00 1.69 1.69 1.00 1.00Incremental Delay, d2 42.7 1.8 27.4 18.2 59.2 1.5Delay (s) 78.5 32.0 83.7 74.7 96.4 31.1Level of Service E C F E F CApproach Delay (s) 0.0 69.1 77.6 88.5Approach LOS A E E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 163 1510 817 45 0 109 0 1121 330 397 799 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 0.91 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 1430 4591 1430 1454 3054Flt Permitted 0.95 1.00 1.00 0.11 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 192 1430 4591 1430 1454 3054Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 166 1541 834 46 0 111 0 1144 337 405 815 0RTOR Reduction (vph) 0 0 185 0 0 88 0 0 21 0 0 0Lane Group Flow (vph) 166 1541 649 46 0 23 0 1144 316 364 856 0Turn Type Perm NA custom D.Pm Over NA Perm Split NAProtected Phases 4 2 1 2 1 1Permitted Phases 4 4 2Actuated Green, G (s) 35.0 35.0 30.0 35.0 20.5 30.0 30.0 20.5 20.5Effective Green, g (s) 35.0 35.0 30.0 35.0 20.5 30.0 30.0 20.5 20.5Actuated g/C Ratio 0.35 0.35 0.30 0.35 0.20 0.30 0.30 0.20 0.20Clearance Time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 559 1118 429 67 293 1377 429 298 626v/s Ratio Prot c0.48 c0.45 0.02 0.25 0.25 c0.28v/s Ratio Perm 0.10 0.24 0.22v/c Ratio 0.30 1.38 1.51 0.69 0.08 0.83 0.74 1.22 1.37Uniform Delay, d1 23.6 32.5 35.0 27.8 32.1 32.6 31.4 39.8 39.8Progression Factor 1.00 1.00 1.00 1.00 1.00 0.85 0.81 1.31 1.31Incremental Delay, d2 0.4 175.9 242.7 27.2 0.2 5.4 9.7 102.6 166.3Delay (s) 24.0 208.4 277.7 55.0 32.4 33.2 35.2 154.5 218.2Level of Service C F F E C C D F FApproach Delay (s) 219.1 39.0 33.6 199.2Approach LOS F D C F



Future No Build PM Synchro 8 ReportPage 1


Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 20 21 23 695 695 975 525Volume Left 20 0 23 0 0 0 0Volume Right 0 21 0 0 0 0 38cSH 196 620 455 1700 1700 1700 1700Volume to Capacity 0.10 0.03 0.05 0.41 0.41 0.57 0.31Queue Length 95th (ft) 9 3 4 0 0 0 0Control Delay (s) 25.5 11.0 13.3 0.0 0.0 0.0 0.0Lane LOS D B BApproach Delay (s) 18.1 0.2 0.0Approach LOS C




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 89 41 1342 91 228 1325Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 1430 3195 1430 1598 3195Flt Permitted 0.95 1.00 1.00 1.00 0.18 1.00Satd. Flow (perm) 1598 1430 3195 1430 305 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 91 42 1369 93 233 1352RTOR Reduction (vph) 0 38 0 14 0 0Lane Group Flow (vph) 91 4 1369 79 233 1352Turn Type NA Perm NA Perm Perm NAProtected Phases 4 6 2Permitted Phases 4 6 2Actuated Green, G (s) 9.0 9.0 81.5 81.5 81.5 81.5Effective Green, g (s) 9.0 9.0 81.5 81.5 81.5 81.5Actuated g/C Ratio 0.09 0.09 0.82 0.82 0.82 0.82Clearance Time (s) 4.0 4.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 2.0 2.0 3.0 3.0 5.5 5.5Lane Grp Cap (vph) 144 129 2604 1165 249 2604v/s Ratio Prot c0.06 0.43 0.42v/s Ratio Perm 0.00 0.06 c0.76v/c Ratio 0.63 0.03 0.53 0.07 0.94 0.52Uniform Delay, d1 43.9 41.5 3.0 1.8 7.2 3.0Progression Factor 1.00 1.00 3.13 3.61 2.25 1.34Incremental Delay, d2 6.5 0.0 0.6 0.1 7.5 0.1Delay (s) 50.4 41.5 10.0 6.6 23.8 4.1Level of Service D D A A C AApproach Delay (s) 47.6 9.8 7.0Approach LOS D A A




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 400 1332 78 436 336 0 0 388 27Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 3.5Lane Util. Factor 0.91 0.97 0.95 0.95Frt 0.99 1.00 1.00 0.99Flt Protected 0.99 0.95 1.00 1.00Satd. Flow (prot) 4512 3100 3195 3164Flt Permitted 0.99 0.95 1.00 1.00Satd. Flow (perm) 4512 3100 3195 3164Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 408 1359 80 445 343 0 0 396 28RTOR Reduction (vph) 0 0 0 0 6 0 0 0 0 0 6 0Lane Group Flow (vph) 0 0 0 0 1841 0 445 343 0 0 418 0Turn Type Perm NA Prot NA NAProtected Phases 1 2 2 3 3Permitted Phases 1Actuated Green, G (s) 31.5 17.5 40.5 18.5Effective Green, g (s) 31.5 17.5 40.5 18.5Actuated g/C Ratio 0.39 0.22 0.51 0.23Clearance Time (s) 4.5 4.5 3.5Vehicle Extension (s) 5.0 5.0 5.0Lane Grp Cap (vph) 1777 678 1617 732v/s Ratio Prot c0.14 0.11 c0.13v/s Ratio Perm 0.41v/c Ratio 1.04 0.66 0.21 0.57Uniform Delay, d1 24.2 28.5 10.9 27.2Progression Factor 1.00 1.00 1.00 1.00Incremental Delay, d2 31.3 4.9 0.3 3.2Delay (s) 55.5 33.4 11.2 30.5Level of Service E C B CApproach Delay (s) 0.0 55.5 23.8 30.5Approach LOS A E C C

Intersection SummaryHCM Average Control Delay 43.9 HCM Level of Service DHCM Volume to Capacity ratio 0.81Actuated Cycle Length (s) 80.0 Sum of lost time (s) 12.5Intersection Capacity Utilization 72.1% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 56 1496 537 12 17 58 123 628 284 166 619 29Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Lane Util. Factor 0.91 0.95 1.00 0.91 1.00 1.00 0.95Frt 0.96 0.90 1.00 1.00 0.85 1.00 0.99Flt Protected 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 4408 2855 1598 4591 1430 1598 3174Flt Permitted 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 4408 2855 1598 4591 1430 1598 3174Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 57 1527 548 12 17 59 126 641 290 169 632 30RTOR Reduction (vph) 0 67 0 0 57 0 0 0 95 0 4 0Lane Group Flow (vph) 0 2065 0 0 31 0 126 641 195 169 658 0Turn Type Split NA Split NA Prot NA Perm Prot NAProtected Phases 4 4 3 3 5 2 1 6Permitted Phases 2Actuated Green, G (s) 40.2 3.3 8.6 19.1 19.1 10.4 20.9Effective Green, g (s) 40.2 3.3 8.6 19.1 19.1 10.4 20.9Actuated g/C Ratio 0.45 0.04 0.10 0.21 0.21 0.12 0.23Clearance Time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Vehicle Extension (s) 5.0 5.0 1.0 5.0 5.0 1.0 5.0Lane Grp Cap (vph) 1969 105 153 974 303 185 737v/s Ratio Prot c0.47 c0.01 0.08 0.14 c0.11 c0.21v/s Ratio Perm 0.14v/c Ratio 1.05 0.30 0.82 0.66 0.64 0.91 0.89Uniform Delay, d1 24.9 42.2 40.0 32.5 32.3 39.4 33.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 34.5 3.3 27.6 3.5 10.0 41.6 15.4Delay (s) 59.4 45.5 67.5 35.9 42.4 81.0 48.9Level of Service E D E D D F DApproach Delay (s) 59.4 45.5 41.5 55.4Approach LOS E D D E


HCM Unsignalized Intersection Capacity Analysis16: Pomona Blvd & Fulton Ave 7/30/2013



Direction, Lane # WB 1 WB 2 WB 3 SB 1Volume Total 699 699 431 32Volume Left 0 0 0 0Volume Right 0 0 82 32cSH 1700 1700 1700 410Volume to Capacity 0.41 0.41 0.25 0.08Queue Length 95th (ft) 0 0 0 6Control Delay (s) 0.0 0.0 0.0 14.5Lane LOS BApproach Delay (s) 0.0 14.5Approach LOS B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 124 175 43 49 139 193 16 1110 41 111 1173 58Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.97 1.00 0.91 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1632 1598 1535 1598 3178 1598 3173Flt Permitted 0.27 1.00 0.47 1.00 0.17 1.00 0.19 1.00Satd. Flow (perm) 462 1632 782 1535 286 3178 323 3173Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 127 179 44 50 142 197 16 1133 42 113 1197 59RTOR Reduction (vph) 0 10 0 0 53 0 0 2 0 0 3 0Lane Group Flow (vph) 127 213 0 50 286 0 16 1173 0 113 1253 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 6 2Permitted Phases 4 4 6 2Actuated Green, G (s) 26.0 26.0 26.0 26.0 64.5 64.5 64.5 64.5Effective Green, g (s) 26.0 26.0 26.0 26.0 64.5 64.5 64.5 64.5Actuated g/C Ratio 0.26 0.26 0.26 0.26 0.64 0.64 0.64 0.64Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 5.5 5.5Lane Grp Cap (vph) 120 424 203 399 184 2050 208 2047v/s Ratio Prot 0.13 0.19 0.37 c0.39v/s Ratio Perm c0.27 0.06 0.06 0.35v/c Ratio 1.06 0.50 0.25 0.72 0.09 0.57 0.54 0.61Uniform Delay, d1 37.0 31.5 29.3 33.7 6.7 10.0 9.7 10.4Progression Factor 1.00 1.00 1.00 1.00 0.22 0.71 0.64 0.55Incremental Delay, d2 98.7 0.9 0.6 6.1 0.1 0.1 8.7 1.2Delay (s) 135.7 32.4 29.9 39.7 1.5 7.2 15.0 6.9Level of Service F C C D A A B AApproach Delay (s) 69.9 38.5 7.1 7.6Approach LOS E D A A




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 76 1410 154 41 680 84 170 1049 45 262 917 48Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3176 1598 3172Flt Permitted 0.30 1.00 1.00 0.09 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 504 3195 1430 155 3195 1430 1598 3176 1598 3172Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 78 1439 157 42 694 86 173 1070 46 267 936 49RTOR Reduction (vph) 0 0 37 0 0 42 0 3 0 0 4 0Lane Group Flow (vph) 78 1439 120 42 694 44 173 1113 0 267 981 0Turn Type Perm NA Perm Perm NA Perm Prot NA Prot NAProtected Phases 2 6 3 8 7 4Permitted Phases 2 2 6 6Actuated Green, G (s) 43.5 43.5 43.5 43.5 43.5 43.5 11.0 30.0 13.5 32.0Effective Green, g (s) 43.5 43.5 43.5 43.5 43.5 43.5 11.0 30.0 13.5 32.0Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.44 0.44 0.11 0.30 0.14 0.32Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 4.0 2.5 4.0 2.5 4.0Lane Grp Cap (vph) 219 1390 622 67 1390 622 176 953 216 1015v/s Ratio Prot c0.45 0.22 0.11 c0.35 c0.17 0.31v/s Ratio Perm 0.15 0.08 0.27 0.03v/c Ratio 0.36 1.04 0.19 0.63 0.50 0.07 0.98 1.17 1.24 0.97Uniform Delay, d1 18.9 28.2 17.4 21.9 20.4 16.5 44.4 35.0 43.2 33.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.70 1.00 0.92 1.48Incremental Delay, d2 4.5 33.7 0.7 37.0 1.3 0.2 56.8 85.4 134.2 17.9Delay (s) 23.4 62.0 18.1 58.9 21.7 16.7 88.0 120.5 173.8 67.5Level of Service C E B E C B F F F EApproach Delay (s) 56.1 23.1 116.1 90.2Approach LOS E C F F




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 18 34 1310 34 85 1085Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 4.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95Frt 0.91 1.00 1.00 1.00Flt Protected 0.98 1.00 0.95 1.00Satd. Flow (prot) 1506 3183 1598 3195Flt Permitted 0.98 1.00 0.95 1.00Satd. Flow (perm) 1506 3183 1598 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 18 35 1337 35 87 1107RTOR Reduction (vph) 33 0 1 0 0 0Lane Group Flow (vph) 20 0 1371 0 87 1107Turn Type NA NA Prot NAProtected Phases 3 2 1 6Permitted PhasesActuated Green, G (s) 5.4 72.9 9.2 86.1Effective Green, g (s) 5.4 72.9 9.2 86.1Actuated g/C Ratio 0.05 0.73 0.09 0.86Clearance Time (s) 3.5 5.0 4.0 5.0Vehicle Extension (s) 2.0 5.0 2.5 3.0Lane Grp Cap (vph) 81 2320 147 2751v/s Ratio Prot c0.01 c0.43 c0.05 0.35v/s Ratio Permv/c Ratio 0.25 0.59 0.59 0.40Uniform Delay, d1 45.3 6.5 43.6 1.5Progression Factor 1.00 2.71 0.81 1.05Incremental Delay, d2 0.6 0.8 3.0 0.2Delay (s) 45.9 18.3 38.1 1.8Level of Service D B D AApproach Delay (s) 45.9 18.3 4.4Approach LOS D B A









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 112 1138 154 167 710 139 152 1090 223 162 857 58Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3195 1430 1598 3195 1430Flt Permitted 0.30 1.00 1.00 0.12 1.00 1.00 0.22 1.00 1.00 0.13 1.00 1.00Satd. Flow (perm) 502 3195 1430 207 3195 1430 370 3195 1430 216 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 114 1161 157 170 724 142 155 1112 228 165 874 59RTOR Reduction (vph) 0 0 42 0 0 19 0 0 20 0 0 32Lane Group Flow (vph) 114 1161 115 170 724 123 155 1112 208 165 874 27Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 2 6 8 4Permitted Phases 2 2 6 6 8 8 4 4Actuated Green, G (s) 46.0 46.0 46.0 46.0 46.0 46.0 44.0 44.0 44.0 44.0 44.0 44.0Effective Green, g (s) 46.0 46.0 46.0 46.0 46.0 46.0 44.0 44.0 44.0 44.0 44.0 44.0Actuated g/C Ratio 0.46 0.46 0.46 0.46 0.46 0.46 0.44 0.44 0.44 0.44 0.44 0.44Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 231 1470 658 95 1470 658 163 1406 629 95 1406 629v/s Ratio Prot 0.36 0.23 0.35 0.27v/s Ratio Perm 0.23 0.08 c0.82 0.09 0.42 0.15 c0.76 0.02v/c Ratio 0.49 0.79 0.18 1.79 0.49 0.19 0.95 0.79 0.33 1.74 0.62 0.04Uniform Delay, d1 18.9 22.9 15.9 27.0 18.9 15.9 27.0 24.0 18.3 28.0 21.6 16.0Progression Factor 1.00 1.00 1.00 1.44 1.44 1.66 1.14 1.16 1.10 1.09 1.08 1.95Incremental Delay, d2 7.4 4.4 0.6 390.7 1.1 0.6 45.8 3.1 0.9 369.2 1.9 0.1Delay (s) 26.2 27.3 16.4 429.6 28.2 27.0 76.7 31.0 21.1 399.8 25.4 31.2Level of Service C C B F C C E C C F C CApproach Delay (s) 26.0 93.9 34.2 81.9Approach LOS C F C F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 47 1432 48 124 903 40 82 188 178 107 125 43Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99 1.00 0.93 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3180 1598 3175 1598 1559 1598 1617Flt Permitted 0.26 1.00 0.11 1.00 0.55 1.00 0.22 1.00Satd. Flow (perm) 434 3180 188 3175 931 1559 369 1617Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 48 1461 49 127 921 41 84 192 182 109 128 44RTOR Reduction (vph) 0 2 0 0 3 0 0 34 0 0 13 0Lane Group Flow (vph) 48 1508 0 127 959 0 84 340 0 109 159 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 65.0 65.0 65.0 65.0 26.0 26.0 26.0 26.0Effective Green, g (s) 65.0 65.0 65.0 65.0 26.0 26.0 26.0 26.0Actuated g/C Ratio 0.65 0.65 0.65 0.65 0.26 0.26 0.26 0.26Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.5 3.5 3.5 3.5 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 282 2067 122 2064 242 405 96 420v/s Ratio Prot 0.47 0.30 0.22 0.10v/s Ratio Perm 0.11 c0.68 0.09 c0.30v/c Ratio 0.17 0.73 1.04 0.46 0.35 0.84 1.14 0.38Uniform Delay, d1 6.9 11.6 17.5 8.8 30.1 35.0 37.0 30.4Progression Factor 0.48 0.37 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.7 1.2 92.9 0.8 0.9 14.1 133.0 0.6Delay (s) 4.0 5.6 110.4 9.5 31.0 49.2 170.0 31.0Level of Service A A F A C D F CApproach Delay (s) 5.6 21.3 45.8 84.9Approach LOS A C D F

Intersection SummaryHCM Average Control Delay 22.7 HCM Level of Service CHCM Volume to Capacity ratio 1.07Actuated Cycle Length (s) 100.0 Sum of lost time (s) 9.0Intersection Capacity Utilization 93.0% ICU Level of Service FAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 158 1169 186 80 537 101 97 1296 92 110 966 82Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3195 1430 1598 3195 1430Flt Permitted 0.36 1.00 1.00 0.11 1.00 1.00 0.21 1.00 1.00 0.11 1.00 1.00Satd. Flow (perm) 609 3195 1430 182 3195 1430 359 3195 1430 187 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 161 1193 190 82 548 103 99 1322 94 112 986 84RTOR Reduction (vph) 0 0 58 0 0 24 0 0 6 0 0 39Lane Group Flow (vph) 161 1193 132 82 548 79 99 1322 88 112 986 45Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 6 2 4 8Permitted Phases 6 6 2 2 4 4 8 8Actuated Green, G (s) 37.0 37.0 37.0 37.0 37.0 37.0 53.0 53.0 53.0 53.0 53.0 53.0Effective Green, g (s) 37.0 37.0 37.0 37.0 37.0 37.0 53.0 53.0 53.0 53.0 53.0 53.0Actuated g/C Ratio 0.37 0.37 0.37 0.37 0.37 0.37 0.53 0.53 0.53 0.53 0.53 0.53Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 2.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 2.0 2.0 2.0Lane Grp Cap (vph) 225 1182 529 67 1182 529 190 1693 758 99 1693 758v/s Ratio Prot 0.37 0.17 0.41 0.31v/s Ratio Perm 0.26 0.09 c0.45 0.06 0.28 0.06 c0.60 0.03v/c Ratio 0.72 1.01 0.25 1.22 0.46 0.15 0.52 0.78 0.12 1.13 0.58 0.06Uniform Delay, d1 27.0 31.5 21.9 31.5 24.0 21.0 15.3 18.8 11.8 23.5 16.0 11.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.74 0.61 0.27Incremental Delay, d2 17.7 28.5 1.1 182.0 1.3 0.6 4.8 2.8 0.1 113.1 0.2 0.0Delay (s) 44.7 60.0 23.0 213.5 25.3 21.6 20.1 21.6 11.9 130.5 10.0 3.0Level of Service D E C F C C C C B F B AApproach Delay (s) 53.8 45.8 20.9 20.9Approach LOS D D C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 62 250 190 57 86 28 119 1373 148 34 1095 46Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.99 1.00 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1665 1430 1649 1430 1598 3195 1430 1598 3176Flt Permitted 0.91 1.00 0.57 1.00 0.20 1.00 1.00 0.13 1.00Satd. Flow (perm) 1528 1430 961 1430 328 3195 1430 226 3176Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 63 255 194 58 88 29 121 1401 151 35 1117 47RTOR Reduction (vph) 0 0 67 0 0 22 0 0 55 0 3 0Lane Group Flow (vph) 0 318 127 0 146 7 121 1401 96 35 1161 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 4 4 2 2 2Actuated Green, G (s) 23.2 23.2 23.2 23.2 57.3 57.3 57.3 57.3 57.3Effective Green, g (s) 23.2 23.2 23.2 23.2 57.3 57.3 57.3 57.3 57.3Actuated g/C Ratio 0.26 0.26 0.26 0.26 0.64 0.64 0.64 0.64 0.64Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 0.2 0.2 0.2 0.2 0.2Lane Grp Cap (vph) 394 369 248 369 209 2034 910 144 2022v/s Ratio Prot c0.44 0.37v/s Ratio Perm c0.21 0.09 0.15 0.01 0.37 0.07 0.16v/c Ratio 0.81 0.34 0.59 0.02 0.58 0.69 0.11 0.24 0.57Uniform Delay, d1 31.3 27.2 29.2 24.9 9.4 10.6 6.4 7.0 9.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 11.5 0.6 3.5 0.0 11.2 1.9 0.2 4.0 1.2Delay (s) 42.8 27.8 32.8 24.9 20.6 12.5 6.6 11.0 10.6Level of Service D C C C C B A B BApproach Delay (s) 37.1 31.5 12.6 10.6Approach LOS D C B B

Intersection SummaryHCM Average Control Delay 16.4 HCM Level of Service BHCM Volume to Capacity ratio 0.72Actuated Cycle Length (s) 90.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 100.6% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 214 169 53 57 25 196 20 1237 43 158 1071 93Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.96 1.00 0.87 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1622 1598 1459 1598 3179 1598 3157Flt Permitted 0.46 1.00 0.46 1.00 0.19 1.00 0.16 1.00Satd. Flow (perm) 773 1622 773 1459 312 3179 262 3157Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 218 172 54 58 26 200 20 1262 44 161 1093 95RTOR Reduction (vph) 0 9 0 0 63 0 0 2 0 0 5 0Lane Group Flow (vph) 218 217 0 58 163 0 20 1304 0 161 1183 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 35.0 35.0 35.0 35.0 87.0 87.0 87.0 87.0Effective Green, g (s) 35.0 35.0 35.0 35.0 87.0 87.0 87.0 87.0Actuated g/C Ratio 0.27 0.27 0.27 0.27 0.66 0.66 0.66 0.66Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 205 430 205 387 206 2095 173 2081v/s Ratio Prot 0.13 0.11 0.41 0.37v/s Ratio Perm c0.28 0.07 0.06 c0.61v/c Ratio 1.06 0.51 0.28 0.42 0.10 0.62 0.93 0.57Uniform Delay, d1 48.5 41.2 38.5 40.1 8.2 13.0 19.8 12.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 80.6 4.2 3.4 3.3 0.9 1.4 52.2 1.1Delay (s) 129.1 45.3 42.0 43.4 9.1 14.4 72.1 13.4Level of Service F D D D A B E BApproach Delay (s) 86.5 43.1 14.3 20.4Approach LOS F D B C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 243 1259 81 57 674 249 50 937 46 319 893 226Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.99 1.00 0.96 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4550 1598 4406 1598 3173 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4550 1598 4406 1598 3173 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 248 1285 83 58 688 254 51 956 47 326 911 231RTOR Reduction (vph) 0 6 0 0 51 0 0 3 0 0 0 120Lane Group Flow (vph) 248 1362 0 58 891 0 51 1000 0 326 911 111Turn Type Prot NA Prot NA Prot NA Prot NA customProtected Phases 3 4 3 4 1 6 5 2 3Permitted Phases 3Actuated Green, G (s) 11.0 25.5 11.0 25.5 31.0 39.0 31.0 39.0 11.0Effective Green, g (s) 11.0 25.5 11.0 25.5 31.0 39.0 31.0 39.0 11.0Actuated g/C Ratio 0.08 0.20 0.08 0.20 0.24 0.30 0.24 0.30 0.08Clearance Time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Grp Cap (vph) 135 893 135 864 381 952 381 959 121v/s Ratio Prot c0.16 c0.30 0.04 0.20 0.03 c0.32 c0.20 0.29 0.08v/s Ratio Permv/c Ratio 1.84 1.53 0.43 1.03 0.13 1.05 0.86 0.95 0.92Uniform Delay, d1 59.5 52.2 56.5 52.2 38.9 45.5 47.4 44.5 59.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 404.0 242.2 9.7 38.8 0.7 43.4 21.1 19.2 62.1Delay (s) 463.5 294.5 66.2 91.0 39.7 88.9 68.5 63.8 121.1Level of Service F F E F D F E E FApproach Delay (s) 320.4 89.6 86.5 73.8Approach LOS F F F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 42 1498 20 90 848 38 80 107 231 44 86 102Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99 1.00 1.00 0.85 1.00 0.92Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4582 1598 4562 1598 1682 1430 1598 1545Flt Permitted 0.29 1.00 0.14 1.00 0.33 1.00 1.00 0.56 1.00Satd. Flow (perm) 495 4582 235 4562 561 1682 1430 939 1545Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 43 1529 20 92 865 39 82 109 236 45 88 104RTOR Reduction (vph) 0 1 0 0 3 0 0 0 49 0 42 0Lane Group Flow (vph) 43 1548 0 92 901 0 82 109 187 45 150 0Turn Type Perm NA Perm NA Perm NA custom Perm NAProtected Phases 2 2 4 4Permitted Phases 2 2 4 2 4Actuated Green, G (s) 81.4 81.4 81.4 81.4 16.4 16.4 81.4 16.4 16.4Effective Green, g (s) 81.4 81.4 81.4 81.4 16.4 16.4 81.4 16.4 16.4Actuated g/C Ratio 0.79 0.79 0.79 0.79 0.16 0.16 0.79 0.16 0.16Clearance Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 392 3628 186 3612 89 268 1132 150 246v/s Ratio Prot 0.34 0.20 0.06 0.10v/s Ratio Perm 0.09 c0.39 c0.15 0.13 0.05v/c Ratio 0.11 0.43 0.49 0.25 0.92 0.41 0.17 0.30 0.61Uniform Delay, d1 2.4 3.4 3.7 2.8 42.6 38.8 2.6 38.1 40.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 0.4 9.1 0.2 69.6 1.0 0.3 1.1 4.2Delay (s) 3.0 3.7 12.8 2.9 112.2 39.8 2.9 39.3 44.5Level of Service A A B A F D A D DApproach Delay (s) 3.7 3.8 33.3 43.5Approach LOS A A C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 80 1648 47 37 835 77 63 159 78 174 121 76Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 0.95 0.95Frt 1.00 1.00 1.00 0.99 0.96 0.97Flt Protected 0.95 1.00 0.95 1.00 0.99 0.98Satd. Flow (prot) 1598 4572 1598 4533 3038 3026Flt Permitted 0.95 1.00 0.95 1.00 0.73 0.65Satd. Flow (perm) 1598 4572 1598 4533 2246 2017Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 82 1682 48 38 852 79 64 162 80 178 123 78RTOR Reduction (vph) 0 2 0 0 9 0 0 39 0 0 26 0Lane Group Flow (vph) 82 1728 0 38 922 0 0 267 0 0 353 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 8.7 61.0 4.3 56.6 22.2 22.2Effective Green, g (s) 8.7 61.0 4.3 56.6 22.2 22.2Actuated g/C Ratio 0.09 0.61 0.04 0.57 0.22 0.22Clearance Time (s) 3.5 5.0 3.5 5.0 4.0 4.0Vehicle Extension (s) 3.0 5.0 1.5 5.0 3.0 3.0Lane Grp Cap (vph) 139 2789 69 2566 499 448v/s Ratio Prot c0.05 c0.38 0.02 0.20v/s Ratio Perm 0.12 c0.18v/c Ratio 0.59 0.62 0.55 0.36 0.54 0.88dlUniform Delay, d1 43.9 12.2 46.9 11.8 34.3 36.7Progression Factor 1.00 1.00 0.94 0.50 1.00 1.00Incremental Delay, d2 6.3 1.0 4.9 0.4 1.1 8.9Delay (s) 50.2 13.3 49.0 6.3 35.5 45.6Level of Service D B D A D DApproach Delay (s) 14.9 8.0 35.5 45.6Approach LOS B A D D

Intersection SummaryHCM Average Control Delay 18.2 HCM Level of Service BHCM Volume to Capacity ratio 0.64Actuated Cycle Length (s) 100.0 Sum of lost time (s) 7.5Intersection Capacity Utilization 71.4% ICU Level of Service CAnalysis Period (min) 15dl Defacto Left Lane. Recode with 1 though lane as a left lane.c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 103 1793 62 46 770 91 69 85 55 115 128 71Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.98 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 0.98 1.00Satd. Flow (prot) 1598 4568 1598 4518 1645 1430 1643 1430Flt Permitted 0.95 1.00 0.95 1.00 0.73 1.00 0.75 1.00Satd. Flow (perm) 1598 4568 1598 4518 1220 1430 1263 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 105 1830 63 47 786 93 70 87 56 117 131 72RTOR Reduction (vph) 0 3 0 0 15 0 0 0 38 0 0 49Lane Group Flow (vph) 105 1890 0 47 865 0 0 157 18 0 248 23Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 14.5 52.0 4.5 42.0 31.5 31.5 31.5 31.5Effective Green, g (s) 14.5 52.0 4.5 42.0 31.5 31.5 31.5 31.5Actuated g/C Ratio 0.14 0.52 0.04 0.42 0.32 0.32 0.32 0.32Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Vehicle Extension (s) 4.0 5.0 1.5 5.0 3.0 3.0 4.0 4.0Lane Grp Cap (vph) 232 2375 72 1898 384 450 398 450v/s Ratio Prot 0.07 c0.41 c0.03 0.19v/s Ratio Perm 0.13 0.01 c0.20 0.02v/c Ratio 0.45 0.80 0.65 0.46 0.41 0.04 0.62 0.05Uniform Delay, d1 39.1 19.6 47.0 20.8 26.9 23.8 29.2 23.8Progression Factor 1.18 0.67 0.67 1.88 1.00 1.00 1.00 1.00Incremental Delay, d2 5.1 2.4 12.1 0.6 0.7 0.0 7.2 0.2Delay (s) 51.1 15.5 43.5 39.7 27.6 23.8 36.4 24.1Level of Service D B D D C C D CApproach Delay (s) 17.4 39.9 26.6 33.6Approach LOS B D C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 222 1650 108 110 727 125 84 633 102 206 569 107Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.99 1.00 0.98 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4549 1598 4490 1598 3195 1430 1598 3120Flt Permitted 0.95 1.00 0.95 1.00 0.29 1.00 1.00 0.31 1.00Satd. Flow (perm) 1598 4549 1598 4490 488 3195 1430 529 3120Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 227 1684 110 112 742 128 86 646 104 210 581 109RTOR Reduction (vph) 0 7 0 0 23 0 0 0 61 0 16 0Lane Group Flow (vph) 227 1787 0 112 847 0 86 646 43 210 674 0Turn Type Prot NA Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8Actuated Green, G (s) 15.6 36.7 7.9 29.0 40.9 40.9 40.9 40.9 40.9Effective Green, g (s) 15.6 36.7 7.9 29.0 40.9 40.9 40.9 40.9 40.9Actuated g/C Ratio 0.16 0.37 0.08 0.29 0.41 0.41 0.41 0.41 0.41Clearance Time (s) 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 249 1669 126 1302 200 1307 585 216 1276v/s Ratio Prot c0.14 c0.39 0.07 0.19 0.20 0.22v/s Ratio Perm 0.18 0.03 c0.40v/c Ratio 0.91 1.07 0.89 0.65 0.43 0.49 0.07 0.97 0.53Uniform Delay, d1 41.5 31.6 45.6 31.1 21.2 21.9 18.0 29.0 22.3Progression Factor 1.22 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 25.0 40.3 46.4 2.5 1.5 0.3 0.1 53.0 0.4Delay (s) 75.7 72.2 92.1 33.6 22.7 22.2 18.1 82.0 22.7Level of Service E E F C C C B F CApproach Delay (s) 72.6 40.3 21.7 36.5Approach LOS E D C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 47 1890 57 24 893 91 42 53 34 123 77 33Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99 0.96 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.98 0.95 1.00Satd. Flow (prot) 1598 4571 1598 4528 1596 1598 1606Flt Permitted 0.95 1.00 0.95 1.00 0.88 0.57 1.00Satd. Flow (perm) 1598 4571 1598 4528 1419 951 1606Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 48 1929 58 24 911 93 43 54 35 126 79 34RTOR Reduction (vph) 0 2 0 0 9 0 0 14 0 0 17 0Lane Group Flow (vph) 48 1985 0 24 995 0 0 118 0 126 96 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 4.8 68.6 2.6 66.4 17.3 17.3 17.3Effective Green, g (s) 4.8 68.6 2.6 66.4 17.3 17.3 17.3Actuated g/C Ratio 0.05 0.68 0.03 0.66 0.17 0.17 0.17Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 76 3120 41 2992 244 164 276v/s Ratio Prot c0.03 c0.43 0.02 0.22 0.06v/s Ratio Perm 0.08 c0.13v/c Ratio 0.63 0.64 0.59 0.33 0.48 0.77 0.35Uniform Delay, d1 47.0 8.9 48.4 7.4 37.6 39.7 36.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 11.9 1.0 13.0 0.3 1.5 19.2 0.8Delay (s) 58.9 10.0 61.4 7.7 39.1 58.9 37.4Level of Service E A E A D E DApproach Delay (s) 11.1 9.0 39.1 48.7Approach LOS B A D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 88 1917 23 58 1057 287 8 50 113 313 43 45Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95Frt 1.00 1.00 1.00 0.97 1.00 0.85 0.98Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 0.96Satd. Flow (prot) 1598 4583 1598 4444 1670 1430 3024Flt Permitted 0.95 1.00 0.95 1.00 0.94 1.00 0.74Satd. Flow (perm) 1598 4583 1598 4444 1582 1430 2314Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 90 1956 23 59 1079 293 8 51 115 319 44 46RTOR Reduction (vph) 0 1 0 0 40 0 0 0 90 0 10 0Lane Group Flow (vph) 90 1978 0 59 1332 0 0 59 25 0 399 0Turn Type Prot NA Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8Actuated Green, G (s) 8.5 58.4 7.1 57.0 22.0 22.0 22.0Effective Green, g (s) 8.5 58.4 7.1 57.0 22.0 22.0 22.0Actuated g/C Ratio 0.08 0.58 0.07 0.57 0.22 0.22 0.22Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 2.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 136 2676 113 2533 348 315 509v/s Ratio Prot c0.06 c0.43 0.04 0.30v/s Ratio Perm 0.04 0.02 c0.17v/c Ratio 0.66 0.74 0.52 0.53 0.17 0.08 1.15dlUniform Delay, d1 44.4 15.2 44.8 13.2 31.6 31.0 36.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 9.0 1.9 3.3 0.8 0.2 0.1 7.7Delay (s) 53.4 17.1 48.1 14.0 31.8 31.1 44.5Level of Service D B D B C C DApproach Delay (s) 18.7 15.4 31.3 44.5Approach LOS B B C D

Intersection SummaryHCM Average Control Delay 20.7 HCM Level of Service CHCM Volume to Capacity ratio 0.71Actuated Cycle Length (s) 100.0 Sum of lost time (s) 7.0Intersection Capacity Utilization 77.6% ICU Level of Service DAnalysis Period (min) 15dl Defacto Left Lane. Recode with 1 though lane as a left lane.c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 223 1839 298 228 788 136 440 919 173 269 775 141Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 0.95 1.00 0.97 0.95Frt 1.00 0.98 1.00 0.98 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4495 1598 4490 3100 3195 1430 3100 3122Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 4495 1598 4490 3100 3195 1430 3100 3122Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 228 1877 304 233 804 139 449 938 177 274 791 144RTOR Reduction (vph) 0 18 0 0 20 0 0 0 118 0 12 0Lane Group Flow (vph) 228 2163 0 233 923 0 449 938 59 274 923 0Turn Type Prot NA Prot NA Prot NA Perm Prot NAProtected Phases 3 8 7 4 1 6 5 2Permitted Phases 6Actuated Green, G (s) 19.8 41.0 13.5 34.7 14.5 38.0 38.0 8.5 32.0Effective Green, g (s) 19.8 41.0 13.5 34.7 14.5 38.0 38.0 8.5 32.0Actuated g/C Ratio 0.17 0.34 0.11 0.29 0.12 0.32 0.32 0.07 0.27Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Vehicle Extension (s) 2.0 5.5 2.0 5.5 2.0 5.5 5.5 2.0 5.5Lane Grp Cap (vph) 264 1536 180 1298 375 1012 453 220 833v/s Ratio Prot 0.14 c0.48 c0.15 0.21 c0.14 0.29 0.09 c0.30v/s Ratio Perm 0.04v/c Ratio 0.86 1.41 1.29 0.71 1.20 0.93 0.13 1.25 1.11Uniform Delay, d1 48.8 39.5 53.2 38.2 52.8 39.7 29.2 55.8 44.0Progression Factor 1.00 1.00 0.84 0.97 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 23.4 187.5 162.2 2.1 111.9 15.4 0.6 142.6 64.9Delay (s) 72.2 227.0 207.0 39.0 164.7 55.0 29.8 198.4 108.9Level of Service E F F D F E C F FApproach Delay (s) 212.4 72.3 83.6 129.2Approach LOS F E F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 105 2153 92 256 1213 114 152 45 172 133 47 26Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 6.0 3.5 6.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.85 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 0.96 1.00 0.97Satd. Flow (prot) 1598 4591 1430 1598 4532 1619 1430 1601Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.67 1.00 0.52Satd. Flow (perm) 1598 4591 1430 1598 4532 1123 1430 861Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 107 2197 94 261 1238 116 155 46 176 136 48 27RTOR Reduction (vph) 0 0 24 0 8 0 0 0 132 0 5 0Lane Group Flow (vph) 107 2197 70 261 1346 0 0 201 44 0 207 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 8 4Permitted Phases 6 8 8 4Actuated Green, G (s) 11.8 55.9 55.9 20.6 64.7 30.0 30.0 30.0Effective Green, g (s) 11.8 55.9 55.9 20.6 64.7 30.0 30.0 30.0Actuated g/C Ratio 0.10 0.47 0.47 0.17 0.54 0.25 0.25 0.25Clearance Time (s) 3.5 6.0 6.0 3.5 6.0 4.0 4.0 4.0Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 157 2139 666 274 2444 281 358 215v/s Ratio Prot 0.07 c0.48 c0.16 0.30v/s Ratio Perm 0.05 0.18 0.03 c0.24v/c Ratio 0.68 1.03 0.11 0.95 0.55 0.72 0.12 0.96Uniform Delay, d1 52.3 32.0 18.0 49.2 18.1 41.1 34.8 44.4Progression Factor 1.46 0.25 0.01 0.86 1.75 1.00 1.00 1.00Incremental Delay, d2 0.9 14.6 0.0 21.6 0.3 8.4 0.2 50.0Delay (s) 77.3 22.5 0.2 64.0 32.0 49.5 35.0 94.4Level of Service E C A E C D C FApproach Delay (s) 24.1 37.1 42.7 94.4Approach LOS C D D F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 282 1802 297 226 1105 232 181 837 181 308 1138 196Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4591 1430 1598 4472 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4591 1430 1598 4472 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 288 1839 303 231 1128 237 185 854 185 314 1161 200RTOR Reduction (vph) 0 0 68 0 27 0 0 0 112 0 0 88Lane Group Flow (vph) 288 1839 235 231 1338 0 185 854 73 314 1161 112Turn Type Prot NA Over Prot NA Prot NA Perm Prot NA OverProtected Phases 5 2 3 1 6 3 8 7 4 5Permitted Phases 8Actuated Green, G (s) 15.5 39.5 10.5 12.5 36.5 10.5 32.5 32.5 15.5 37.5 15.5Effective Green, g (s) 15.5 39.5 10.5 12.5 36.5 10.5 32.5 32.5 15.5 37.5 15.5Actuated g/C Ratio 0.13 0.33 0.09 0.10 0.30 0.09 0.27 0.27 0.13 0.31 0.13Clearance Time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Vehicle Extension (s) 1.5 5.0 1.5 1.5 5.0 1.5 5.0 5.0 1.5 5.0 1.5Lane Grp Cap (vph) 206 1511 125 166 1360 140 865 387 206 998 185v/s Ratio Prot c0.18 c0.40 c0.16 0.14 0.30 0.12 0.27 c0.20 c0.36 0.08v/s Ratio Perm 0.05v/c Ratio 1.40 1.22 1.88 1.39 0.98 1.32 0.99 0.19 1.52 1.16 0.61Uniform Delay, d1 52.2 40.2 54.8 53.8 41.5 54.8 43.5 33.6 52.2 41.2 49.4Progression Factor 1.32 0.96 0.52 0.80 1.60 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 187.3 99.5 406.1 196.3 15.1 185.8 27.4 0.5 259.1 84.7 3.8Delay (s) 256.5 138.0 434.8 239.3 81.4 240.5 70.9 34.1 311.3 125.9 53.2Level of Service F F F F F F E C F F DApproach Delay (s) 189.0 104.3 91.0 152.0Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 151 2050 121 208 1385 165 128 304 120 317 283 132Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 0.97 0.95Frt 1.00 0.99 1.00 0.98 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4553 1598 4518 1598 1682 1430 3100 3043Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 4553 1598 4518 1598 1682 1430 3100 3043Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 154 2092 123 212 1413 168 131 310 122 323 289 135RTOR Reduction (vph) 0 5 0 0 12 0 0 0 96 0 47 0Lane Group Flow (vph) 154 2210 0 212 1569 0 131 310 26 323 377 0Turn Type Prot NA custom NA Prot NA Prot Prot NAProtected Phases 1 6 5 2 7 4 4 3 8Permitted Phases 5Actuated Green, G (s) 13.0 49.0 15.6 51.6 11.0 25.9 25.9 11.5 26.4Effective Green, g (s) 13.0 49.0 15.6 51.6 11.0 25.9 25.9 11.5 26.4Actuated g/C Ratio 0.11 0.41 0.13 0.43 0.09 0.22 0.22 0.10 0.22Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Vehicle Extension (s) 1.5 5.5 1.5 5.5 1.5 5.0 5.0 1.5 5.0Lane Grp Cap (vph) 173 1859 208 1943 146 363 309 297 669v/s Ratio Prot 0.10 c0.49 c0.13 c0.35 0.08 c0.18 0.02 c0.10 0.12v/s Ratio Permv/c Ratio 0.89 1.19 1.02 0.81 0.90 0.85 0.09 1.09 0.56Uniform Delay, d1 52.8 35.5 52.2 29.9 53.9 45.2 37.6 54.2 41.7Progression Factor 0.62 1.44 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.5 85.4 67.5 3.7 44.2 18.9 0.2 77.6 1.8Delay (s) 38.0 136.5 119.7 33.6 98.1 64.1 37.8 131.9 43.5Level of Service D F F C F E D F DApproach Delay (s) 130.1 43.8 66.3 81.7Approach LOS F D E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 215 1471 503 217 1500 132 307 400 366 246 303 494Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4416 1598 4536 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4416 1598 4536 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 219 1501 513 221 1531 135 313 408 373 251 309 504RTOR Reduction (vph) 0 68 0 0 12 0 0 0 146 0 0 155Lane Group Flow (vph) 219 1946 0 221 1654 0 313 408 227 251 309 349Turn Type Prot NA Prot NA Prot NA Perm Prot NA PermProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 4 8Actuated Green, G (s) 8.7 29.0 8.7 29.0 11.5 26.8 26.8 8.5 23.8 23.8Effective Green, g (s) 8.7 29.0 8.7 29.0 11.5 26.8 26.8 8.5 23.8 23.8Actuated g/C Ratio 0.10 0.32 0.10 0.32 0.13 0.30 0.30 0.09 0.26 0.26Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Vehicle Extension (s) 0.2 5.0 0.2 5.0 1.5 4.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 154 1415 154 1454 203 946 423 150 840 376v/s Ratio Prot 0.14 c0.44 c0.14 0.36 c0.20 0.13 0.16 0.10v/s Ratio Perm c0.16 c0.24v/c Ratio 1.42 1.38 1.44 1.14 1.54 0.43 0.54 1.67 0.37 0.93Uniform Delay, d1 40.9 30.8 40.9 30.8 39.5 25.7 26.6 41.0 27.2 32.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 223.4 173.4 228.8 71.0 266.9 0.5 2.0 330.4 0.5 29.4Delay (s) 264.3 204.2 269.7 101.7 306.4 26.2 28.7 371.4 27.7 61.9Level of Service F F F F F C C F C EApproach Delay (s) 210.1 121.4 107.2 125.0Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 175 1484 308 112 1342 213 293 960 71 301 591 108Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Lane Util. Factor 1.00 0.91 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.97 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4473 1598 3130 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.33 1.00 1.00 0.16 1.00 1.00Satd. Flow (perm) 1598 4473 1598 3130 554 3195 1430 269 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 179 1514 314 114 1369 217 299 980 72 307 603 110RTOR Reduction (vph) 0 35 0 0 14 0 0 0 54 0 0 79Lane Group Flow (vph) 179 1793 0 114 1572 0 299 980 18 307 603 31Turn Type Prot NA Prot NA pm+pt NA Perm pm+pt NA PermProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 4 4 8 8Actuated Green, G (s) 6.0 32.9 8.1 34.5 27.0 22.0 22.0 33.0 25.0 25.0Effective Green, g (s) 6.0 32.9 8.1 34.5 27.0 22.0 22.0 33.0 25.0 25.0Actuated g/C Ratio 0.07 0.37 0.09 0.38 0.30 0.24 0.24 0.37 0.28 0.28Clearance Time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Vehicle Extension (s) 1.5 5.0 1.5 5.0 2.5 3.0 3.0 2.5 3.0 3.0Lane Grp Cap (vph) 107 1635 144 1200 224 781 350 217 888 397v/s Ratio Prot c0.11 0.40 0.07 c0.50 0.07 0.31 c0.13 0.19v/s Ratio Perm 0.33 0.01 c0.39 0.02v/c Ratio 1.67 1.10 0.79 1.31 1.33 1.25 0.05 1.41 0.68 0.08Uniform Delay, d1 42.0 28.6 40.1 27.8 30.1 34.0 26.0 25.3 28.9 24.0Progression Factor 1.00 1.00 0.91 1.36 1.07 1.06 2.08 1.00 1.00 1.00Incremental Delay, d2 340.0 53.6 10.7 141.9 173.4 123.3 0.0 211.6 2.1 0.1Delay (s) 382.0 82.2 47.4 179.7 205.6 159.3 54.0 236.9 31.0 24.1Level of Service F F D F F F D F C CApproach Delay (s) 108.9 170.9 163.9 92.2Approach LOS F F F F




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 431 35 1270 482 0 1007Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 5.0 5.0 5.0Lane Util. Factor 0.97 0.95 1.00 0.95Frt 0.99 1.00 0.85 1.00Flt Protected 0.96 1.00 1.00 1.00Satd. Flow (prot) 3083 3195 1430 3195Flt Permitted 0.96 1.00 1.00 1.00Satd. Flow (perm) 3083 3195 1430 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 440 36 1296 492 0 1028RTOR Reduction (vph) 7 0 0 153 0 0Lane Group Flow (vph) 469 0 1296 339 0 1028Turn Type NA NA Perm NAProtected Phases 4 2 2Permitted Phases 2Actuated Green, G (s) 18.5 62.0 62.0 62.0Effective Green, g (s) 18.5 62.0 62.0 62.0Actuated g/C Ratio 0.21 0.69 0.69 0.69Clearance Time (s) 4.5 5.0 5.0 5.0Vehicle Extension (s) 3.0 5.5 5.5 5.5Lane Grp Cap (vph) 634 2201 985 2201v/s Ratio Prot c0.15 c0.41 0.32v/s Ratio Perm 0.24v/c Ratio 0.74 0.59 0.34 0.47Uniform Delay, d1 33.5 7.3 5.7 6.4Progression Factor 0.54 1.00 1.00 2.32Incremental Delay, d2 3.4 1.2 1.0 0.4Delay (s) 21.4 8.5 6.7 15.3Level of Service C A A BApproach Delay (s) 21.4 8.0 15.3Approach LOS C A B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 153 1598 72 134 1433 104 112 305 121 112 241 112Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 5.0 3.5 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 0.97 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.99 0.99Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 3056 3044Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.67 0.61Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 2062 1893Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 156 1631 73 137 1462 106 114 311 123 114 246 114RTOR Reduction (vph) 0 0 30 0 0 50 0 30 0 0 34 0Lane Group Flow (vph) 156 1631 43 137 1462 56 0 518 0 0 440 0Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NAProtected Phases 1 6 5 2 4 4Permitted Phases 6 2 4 4Actuated Green, G (s) 7.3 42.1 42.1 10.4 45.2 45.2 24.0 24.0Effective Green, g (s) 7.3 42.1 42.1 10.4 45.2 45.2 24.0 24.0Actuated g/C Ratio 0.08 0.47 0.47 0.12 0.50 0.50 0.27 0.27Clearance Time (s) 3.5 5.0 5.0 3.5 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 130 1495 669 185 1605 718 550 505v/s Ratio Prot c0.10 c0.51 0.09 c0.46v/s Ratio Perm 0.03 0.04 c0.25 0.23v/c Ratio 1.20 1.09 0.06 0.74 0.91 0.08 0.94 0.87Uniform Delay, d1 41.4 23.9 13.1 38.5 20.6 11.6 32.3 31.5Progression Factor 0.67 1.73 2.95 1.00 1.00 1.00 0.99 1.00Incremental Delay, d2 96.9 42.2 0.0 13.0 9.3 0.2 24.2 16.3Delay (s) 124.6 83.7 38.7 51.5 29.9 11.8 56.1 47.9Level of Service F F D D C B E DApproach Delay (s) 85.4 30.5 56.1 47.9Approach LOS F C E D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 168 1394 213 94 1268 233 360 607 101 197 333 120Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 5.5 3.5 5.5 5.5 5.0 5.0 4.0 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 3100 3127 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 3100 3127 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 171 1422 217 96 1294 238 367 619 103 201 340 122RTOR Reduction (vph) 0 0 56 0 0 68 0 10 0 0 0 107Lane Group Flow (vph) 171 1422 161 96 1294 170 367 712 0 201 340 15Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA PermProtected Phases 1 6 5 2 4 8 7 3Permitted Phases 6 2 3Actuated Green, G (s) 10.9 56.7 56.7 10.5 56.3 56.3 28.2 27.0 17.0 16.3 16.3Effective Green, g (s) 10.9 56.7 56.7 10.5 56.3 56.3 28.2 27.0 17.0 16.3 16.3Actuated g/C Ratio 0.08 0.44 0.44 0.08 0.44 0.44 0.22 0.21 0.13 0.13 0.13Clearance Time (s) 3.5 5.5 5.5 3.5 5.5 5.5 5.0 5.0 4.0 3.5 3.5Vehicle Extension (s) 1.5 5.5 5.5 1.5 5.5 5.5 5.0 5.0 1.5 1.5 1.5Lane Grp Cap (vph) 135 1402 628 130 1392 623 677 653 210 403 180v/s Ratio Prot c0.11 c0.45 0.06 0.40 0.12 c0.23 c0.13 0.11v/s Ratio Perm 0.11 0.12 0.01v/c Ratio 1.27 1.01 0.26 0.74 0.93 0.27 0.54 1.09 0.96 0.84 0.09Uniform Delay, d1 59.1 36.2 22.9 58.0 34.6 23.3 44.8 51.1 55.7 55.2 49.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 165.8 27.6 1.0 17.1 12.3 1.1 1.6 62.2 49.1 14.3 0.1Delay (s) 225.0 63.9 23.9 75.1 46.9 24.4 46.3 113.3 104.9 69.5 49.9Level of Service F E C E D C D F F E DApproach Delay (s) 74.3 45.3 90.7 76.6Approach LOS E D F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 51 898 836 152 709 57 665 101 109 84 255 71Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 0.95 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 0.96 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3160 1518 1541 1430 1454 2960Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 0.96 1.00 0.52 0.94Satd. Flow (perm) 1598 3195 1430 1598 3160 1518 1541 1430 794 2780Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 52 916 853 155 723 58 679 103 111 86 260 72RTOR Reduction (vph) 0 0 319 0 4 0 0 0 29 0 16 0Lane Group Flow (vph) 52 916 534 155 777 0 387 395 82 77 325 0Turn Type Prot NA Perm Prot NA Split NA Perm Perm NAProtected Phases 5 2 1 6 4 4 8Permitted Phases 2 4 8Actuated Green, G (s) 7.0 53.5 53.5 21.0 67.5 32.0 32.0 32.0 15.0 15.0Effective Green, g (s) 7.0 53.5 53.5 21.0 67.5 32.0 32.0 32.0 15.0 15.0Actuated g/C Ratio 0.05 0.38 0.38 0.15 0.48 0.23 0.23 0.23 0.11 0.11Clearance Time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Grp Cap (vph) 80 1221 546 240 1524 347 352 327 85 298v/s Ratio Prot 0.03 0.29 c0.10 0.25 0.25 c0.26v/s Ratio Perm c0.37 0.06 0.10 c0.12v/c Ratio 0.65 0.75 0.98 0.65 0.51 1.12 1.12 0.25 0.91 1.09Uniform Delay, d1 65.3 37.5 42.7 56.0 24.9 54.0 54.0 44.2 61.8 62.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.84 1.84 2.45 1.00 1.00Incremental Delay, d2 34.3 4.3 33.5 12.7 1.2 56.1 58.9 0.2 74.1 78.4Delay (s) 99.6 41.7 76.2 68.7 26.1 155.2 158.1 108.7 135.9 140.9Level of Service F D E E C F F F F FApproach Delay (s) 59.5 33.2 150.7 140.0Approach LOS E C F F

Intersection SummaryHCM Average Control Delay 81.8 HCM Level of Service FHCM Volume to Capacity ratio 0.97Actuated Cycle Length (s) 140.0 Sum of lost time (s) 18.5Intersection Capacity Utilization 81.1% ICU Level of Service DAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 120 503 180 298 376 18 94 723 135 25 1107 183Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 6.5 6.5 5.0 6.5 6.5 6.8 6.8 6.5 6.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.98 1.00 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3120 1598 3127Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 1598 3120 1598 3127Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 122 513 184 304 384 18 96 738 138 26 1130 187RTOR Reduction (vph) 0 0 70 0 0 14 0 11 0 0 9 0Lane Group Flow (vph) 122 513 114 304 384 4 96 865 0 26 1308 0Turn Type Prot NA Perm Prot NA Perm Split NA Split NAProtected Phases 3 8 7 4 6 6 2 2Permitted Phases 8 4Actuated Green, G (s) 17.0 23.0 23.0 22.0 28.0 28.0 29.2 29.2 41.0 41.0Effective Green, g (s) 17.0 23.0 23.0 22.0 28.0 28.0 29.2 29.2 41.0 41.0Actuated g/C Ratio 0.12 0.16 0.16 0.16 0.20 0.20 0.21 0.21 0.29 0.29Clearance Time (s) 5.0 6.5 6.5 5.0 6.5 6.5 6.8 6.8 6.5 6.5Lane Grp Cap (vph) 194 525 235 251 639 286 333 651 468 916v/s Ratio Prot 0.08 c0.16 c0.19 c0.12 0.06 c0.28 0.02 c0.42v/s Ratio Perm 0.08 0.00v/c Ratio 0.63 0.98 0.48 1.21 0.60 0.01 0.29 1.33 0.06 1.43Uniform Delay, d1 58.5 58.2 53.1 59.0 50.9 44.9 46.7 55.4 35.6 49.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.89 0.88Incremental Delay, d2 14.5 34.0 7.0 126.0 4.1 0.1 2.2 158.3 0.1 195.0Delay (s) 73.0 92.3 60.1 185.0 55.1 45.0 48.8 213.7 31.8 238.8Level of Service E F E F E D D F C FApproach Delay (s) 82.2 110.8 197.4 234.8Approach LOS F F F F





Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1Volume Total 104 656 341 29 505 272 20 193Volume Left 104 0 0 29 0 0 7 33Volume Right 0 0 13 0 0 19 5 127cSH 785 1700 1700 828 1700 1700 216 387Volume to Capacity 0.13 0.39 0.20 0.03 0.30 0.16 0.09 0.50Queue Length 95th (ft) 11 0 0 3 0 0 8 67Control Delay (s) 10.3 0.0 0.0 9.5 0.0 0.0 23.4 23.2Lane LOS B A C CApproach Delay (s) 1.0 0.3 23.4 23.2Approach LOS C C




Movement EBL2 EBL EBR EBR2 NBL2 NBL NBT NBR SBL SBT SBR SBR2Lane ConfigurationsVolume (vph) 63 123 837 13 163 0 267 229 78 335 110 10Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.7 5.4 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 1.00 0.76 1.00 1.00 1.00 0.91 0.91Frt 1.00 0.85 1.00 1.00 0.85 0.97 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.99 1.00Satd. Flow (prot) 1598 3259 1598 1682 1430 2942 1301Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.84 1.00Satd. Flow (perm) 1598 3259 1598 1682 1430 2491 1301Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 64 126 854 13 166 0 272 234 80 342 112 10RTOR Reduction (vph) 0 0 1 0 0 0 0 205 0 0 0 7Lane Group Flow (vph) 0 190 866 0 0 166 272 29 0 535 0 2Turn Type Split NA custom Split Split NA Perm Perm NA PermProtected Phases 1 1 6 7 7 7 8Permitted Phases 7 8 8Actuated Green, G (s) 16.1 37.3 18.4 18.4 18.4 25.4 25.4Effective Green, g (s) 16.1 37.3 18.4 18.4 18.4 25.4 25.4Actuated g/C Ratio 0.11 0.25 0.12 0.12 0.12 0.17 0.17Clearance Time (s) 4.7 5.4 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 2.5 2.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 173 817 198 208 177 425 222v/s Ratio Prot c0.12 c0.27 0.10 c0.16v/s Ratio Perm 0.02 c0.21 0.00v/c Ratio 1.10 1.06 0.84 1.31 0.16 1.26 0.01Uniform Delay, d1 66.3 55.7 63.7 65.1 58.3 61.6 51.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 97.1 48.7 25.4 168.7 0.4 134.3 0.0Delay (s) 163.4 104.4 89.1 233.8 58.7 196.0 51.2Level of Service F F F F E F DApproach Delay (s) 115.0 137.1 193.6Approach LOS F F F




Movement SET SER SER2 NWL2 NWL NWT NWRLane ConfigurationsVolume (vph) 884 315 55 96 499 790 83Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.9 4.9 4.2 4.9 4.9Lane Util. Factor 0.86 0.86 1.00 0.97 0.95Frt 0.96 0.85 1.00 1.00 0.99Flt Protected 1.00 1.00 0.95 0.95 1.00Satd. Flow (prot) 4166 1229 1598 3100 3150Flt Permitted 1.00 1.00 0.95 0.95 1.00Satd. Flow (perm) 4166 1229 1598 3100 3150Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 902 321 56 98 509 806 85RTOR Reduction (vph) 0 0 28 0 0 5 0Lane Group Flow (vph) 1229 0 22 98 509 886 0Turn Type NA Perm Prot Prot NAProtected Phases 4 5 2 2 4Permitted Phases 4Actuated Green, G (s) 35.1 35.1 8.8 30.0 70.0Effective Green, g (s) 35.1 35.1 8.8 30.0 70.0Actuated g/C Ratio 0.24 0.24 0.06 0.20 0.47Clearance Time (s) 4.9 4.9 4.2 4.9Vehicle Extension (s) 5.0 5.0 1.5 2.0Lane Grp Cap (vph) 983 290 95 625 1483v/s Ratio Prot c0.30 0.06 0.16 0.28v/s Ratio Perm 0.02v/c Ratio 1.25 0.07 1.03 0.81 0.60Uniform Delay, d1 56.8 44.2 69.9 56.7 29.0Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 121.1 0.2 101.2 11.1 1.0Delay (s) 177.9 44.4 171.1 67.8 30.0Level of Service F D F E CApproach Delay (s) 172.7 52.1Approach LOS F D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 71 42 153 354 573 112 34 121 630 215 269 9Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.9 4.9 3.7 4.9 4.6 4.6 4.6Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.85 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 0.99 1.00 0.98Satd. Flow (prot) 1598 1682 1430 1598 3117 1663 1430 1642Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.86 1.00 0.77Satd. Flow (perm) 1598 1682 1430 1598 3117 1445 1430 1291Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 72 43 156 361 585 114 35 123 643 219 274 9RTOR Reduction (vph) 0 0 116 0 18 0 0 0 410 0 1 0Lane Group Flow (vph) 72 43 40 361 681 0 0 158 233 0 501 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 5 2 1 6 8 4Permitted Phases 2 8 8 4Actuated Green, G (s) 7.3 21.9 21.9 19.3 33.5 30.9 30.9 30.9Effective Green, g (s) 7.3 21.9 21.9 19.3 33.5 30.9 30.9 30.9Actuated g/C Ratio 0.09 0.26 0.26 0.23 0.39 0.36 0.36 0.36Clearance Time (s) 4.1 4.9 4.9 3.7 4.9 4.6 4.6 4.6Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 137 432 367 362 1224 523 518 468v/s Ratio Prot 0.05 0.03 c0.23 c0.22v/s Ratio Perm 0.03 0.11 0.16 c0.39v/c Ratio 0.53 0.10 0.11 1.00 0.56 0.30 0.45 1.07Uniform Delay, d1 37.3 24.2 24.2 33.0 20.1 19.5 20.7 27.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.6 0.5 0.6 46.2 1.8 1.5 2.8 62.0Delay (s) 40.9 24.6 24.8 79.2 22.0 21.0 23.5 89.2Level of Service D C C E C C C FApproach Delay (s) 29.1 41.5 23.0 89.2Approach LOS C D C F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 327 321 472 32 0 332 0 1054 32 195 1022 336Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 4.9 4.1 4.9Lane Util. Factor 0.95 0.95 1.00 1.00 0.88 0.91 0.97 0.95Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1518 1590 1430 1598 2516 4571 3100 3077Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1518 1590 1430 1598 2516 4571 3100 3077Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 334 328 482 33 0 339 0 1076 33 199 1043 343RTOR Reduction (vph) 0 0 93 0 0 318 0 3 0 0 36 0Lane Group Flow (vph) 301 361 389 33 0 21 0 1106 0 199 1350 0Turn Type Split NA Perm Prot custom NA Prot NAProtected Phases 7 7 8 8 2 1 6Permitted Phases 7Actuated Green, G (s) 27.3 27.3 27.3 5.4 5.4 28.4 7.6 40.1Effective Green, g (s) 27.3 27.3 27.3 5.4 5.4 28.4 7.6 40.1Actuated g/C Ratio 0.31 0.31 0.31 0.06 0.06 0.33 0.09 0.46Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 4.9 4.1 4.9Vehicle Extension (s) 2.0 2.0 2.0 1.5 1.5 6.0 1.5 6.0Lane Grp Cap (vph) 477 500 449 99 156 1494 271 1420v/s Ratio Prot 0.20 0.23 c0.02 0.01 0.24 0.06 c0.44v/s Ratio Perm c0.27v/c Ratio 0.63 0.72 0.87 0.33 0.14 0.74 0.73 0.95Uniform Delay, d1 25.5 26.4 28.1 39.0 38.5 26.0 38.7 22.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.2 8.7 19.5 0.7 0.1 3.3 8.6 14.7Delay (s) 31.7 35.2 47.6 39.8 38.7 29.3 47.2 37.1Level of Service C D D D D C D DApproach Delay (s) 39.5 38.8 29.3 38.4Approach LOS D D C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 5 5 137 560 16 274 142 729 524 0 1047 9Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.9 4.9 4.9 4.9Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.91Frt 0.87 1.00 0.85 1.00 1.00 0.85 1.00Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1467 1604 1430 1598 3195 1430 4586Flt Permitted 0.99 0.65 1.00 0.18 1.00 1.00 1.00Satd. Flow (perm) 1448 1099 1430 308 3195 1430 4586Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 5 5 140 571 16 280 145 744 535 0 1068 9RTOR Reduction (vph) 0 14 0 0 0 46 0 0 324 0 1 0Lane Group Flow (vph) 0 136 0 0 587 234 145 744 211 0 1076 0Turn Type Perm NA Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 6Permitted Phases 4 4 4 2 2 6Actuated Green, G (s) 39.0 39.0 39.0 31.5 31.5 31.5 31.5Effective Green, g (s) 39.0 39.0 39.0 31.5 31.5 31.5 31.5Actuated g/C Ratio 0.49 0.49 0.49 0.39 0.39 0.39 0.39Clearance Time (s) 4.6 4.6 4.6 4.9 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 706 536 697 121 1258 563 1806v/s Ratio Prot 0.23 0.23v/s Ratio Perm 0.09 c0.53 0.16 c0.47 0.15v/c Ratio 0.19 1.10 0.34 1.20 0.59 0.37 0.60Uniform Delay, d1 11.6 20.5 12.6 24.2 19.2 17.2 19.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 67.4 1.3 144.7 2.0 1.9 1.5Delay (s) 12.2 87.9 13.9 168.9 21.2 19.1 20.7Level of Service B F B F C B CApproach Delay (s) 12.2 64.0 35.5 20.7Approach LOS B E D C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 999 667 0 1 341 92 0 5 2 305 1 1142Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 6.0 6.0 6.0 4.0 5.0 5.0 5.0Lane Util. Factor 0.97 0.95 1.00 0.91 1.00 0.95 0.95 0.88Frt 1.00 1.00 1.00 0.97 0.96 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 0.95 1.00Satd. Flow (prot) 3100 3195 1598 4445 1617 1518 1522 2516Flt Permitted 0.95 1.00 0.39 1.00 1.00 0.95 0.95 1.00Satd. Flow (perm) 3100 3195 660 4445 1617 1518 1522 2516Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 1019 681 0 1 348 94 0 5 2 311 1 1165RTOR Reduction (vph) 0 0 0 0 57 0 0 2 0 0 0 347Lane Group Flow (vph) 1019 681 0 1 385 0 0 5 0 155 157 818Turn Type Prot NA Perm NA Split NA Split NA pt+ovProtected Phases 1 6 2 3 3 4 4 4 1Permitted Phases 2Actuated Green, G (s) 24.2 49.9 20.7 20.7 1.4 23.7 23.7 52.9Effective Green, g (s) 24.2 49.9 20.7 20.7 1.4 23.7 23.7 52.9Actuated g/C Ratio 0.27 0.55 0.23 0.23 0.02 0.26 0.26 0.59Clearance Time (s) 5.0 6.0 6.0 6.0 4.0 5.0 5.0Vehicle Extension (s) 3.0 5.0 5.0 5.0 3.0 5.0 5.0Lane Grp Cap (vph) 834 1771 152 1022 25 400 401 1479v/s Ratio Prot c0.33 c0.21 0.09 c0.00 0.10 0.10 c0.33v/s Ratio Perm 0.00v/c Ratio 1.22 0.38 0.01 0.38 0.20 0.39 0.39 0.55Uniform Delay, d1 32.9 11.4 26.7 29.2 43.7 27.2 27.2 11.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 110.6 0.6 0.1 1.1 3.9 1.3 1.3 0.8Delay (s) 143.5 12.0 26.8 30.3 47.7 28.5 28.5 12.1Level of Service F B C C D C C BApproach Delay (s) 90.8 30.3 47.7 15.6Approach LOS F C D B





Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2Volume Total 164 408 408 185 112 13 190Volume Left 164 0 0 0 0 13 0Volume Right 0 0 0 0 19 0 190cSH 1205 1700 1700 1700 1700 188 847Volume to Capacity 0.14 0.24 0.24 0.11 0.07 0.07 0.22Queue Length 95th (ft) 12 0 0 0 0 6 21Control Delay (s) 8.5 0.0 0.0 0.0 0.0 25.5 10.5Lane LOS A D BApproach Delay (s) 1.4 0.0 11.5Approach LOS B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 137 232 21 190 181 593 6 211 210 406 35 22Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 1.00 0.95 0.91 0.91 1.00 1.00 0.95 1.00 0.91 0.91 1.00Frt 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 0.98 1.00 0.95 1.00 1.00 0.95 0.96 1.00Satd. Flow (prot) 1598 3156 1454 3013 1430 1598 3195 1430 1454 2936 1430Flt Permitted 0.58 1.00 0.59 0.81 1.00 0.59 1.00 1.00 0.62 0.68 1.00Satd. Flow (perm) 973 3156 906 2472 1430 1000 3195 1430 945 2080 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 140 237 21 194 185 605 6 215 214 414 36 22RTOR Reduction (vph) 0 9 0 0 0 144 0 0 163 0 0 17Lane Group Flow (vph) 140 249 0 109 270 461 6 215 51 207 243 5Turn Type Perm NA Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 5 1 3 7Permitted Phases 5 1 1 3 3 7 7Actuated Green, G (s) 30.0 30.0 30.0 30.0 30.0 12.4 12.4 12.4 12.4 12.4 12.4Effective Green, g (s) 30.0 30.0 30.0 30.0 30.0 12.4 12.4 12.4 12.4 12.4 12.4Actuated g/C Ratio 0.58 0.58 0.58 0.58 0.58 0.24 0.24 0.24 0.24 0.24 0.24Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 7.0 7.0 7.0Lane Grp Cap (vph) 566 1835 527 1437 831 240 768 344 227 500 344v/s Ratio Prot 0.08 0.07v/s Ratio Perm 0.14 0.12 0.11 c0.32 0.01 0.04 c0.22 0.12 0.00v/c Ratio 0.25 0.14 0.21 0.19 0.56 0.03 0.28 0.15 0.91 0.87dl 0.02Uniform Delay, d1 5.3 4.9 5.1 5.1 6.7 15.0 16.0 15.4 19.1 16.9 14.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 0.2 0.9 0.3 2.7 0.2 0.9 0.9 40.1 2.6 0.1Delay (s) 6.3 5.1 6.0 5.4 9.3 15.2 16.9 16.4 59.1 19.5 15.0Level of Service A A A A A B B B E B BApproach Delay (s) 5.5 7.9 16.6 36.7Approach LOS A A B D

Intersection SummaryHCM Average Control Delay 15.1 HCM Level of Service BHCM Volume to Capacity ratio 0.66Actuated Cycle Length (s) 51.6 Sum of lost time (s) 9.2Intersection Capacity Utilization 63.5% ICU Level of Service BAnalysis Period (min) 15dl Defacto Left Lane. Recode with 1 though lane as a left lane.c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 22 18 409 32 118 17 77 105 9 92 38 84Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00Frt 1.00 0.86 1.00 0.98 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 2736 1598 3136 1598 3158 1598 1682 1430Flt Permitted 0.95 1.00 0.95 1.00 0.73 1.00 0.68 1.00 1.00Satd. Flow (perm) 1598 2736 1598 3136 1231 3158 1141 1682 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 22 18 417 33 120 17 79 107 9 94 39 86RTOR Reduction (vph) 0 120 0 0 4 0 0 7 0 0 0 74Lane Group Flow (vph) 22 315 0 33 133 0 79 109 0 94 39 12Turn Type Prot NA Prot NA Perm NA Perm NA PermProtected Phases 5 2 1 6 8 4Permitted Phases 8 4 4Actuated Green, G (s) 4.0 85.4 4.7 86.1 16.9 16.9 16.9 16.9 16.9Effective Green, g (s) 4.0 85.4 4.7 86.1 16.9 16.9 16.9 16.9 16.9Actuated g/C Ratio 0.03 0.71 0.04 0.72 0.14 0.14 0.14 0.14 0.14Clearance Time (s) 3.5 5.0 3.5 5.0 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 1.5 3.0 1.5 3.0 4.5 4.5 4.5 4.5 4.5Lane Grp Cap (vph) 53 1947 63 2250 173 445 161 237 201v/s Ratio Prot 0.01 c0.12 c0.02 0.04 0.03 0.02v/s Ratio Perm 0.06 c0.08 0.01v/c Ratio 0.42 0.16 0.52 0.06 0.46 0.25 0.58 0.16 0.06Uniform Delay, d1 56.9 5.6 56.6 5.0 47.3 45.9 48.3 45.3 44.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.9 0.2 3.6 0.1 3.3 0.5 7.2 0.6 0.2Delay (s) 58.8 5.8 60.1 5.1 50.6 46.4 55.4 45.9 44.9Level of Service E A E A D D E D DApproach Delay (s) 8.4 15.7 48.1 49.6Approach LOS A B D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 5 8 9 975 26 46 0 970 854 57 982 16Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 4.0 4.0 7.0 4.0 7.0 7.0Lane Util. Factor 1.00 0.95 0.95 0.95 0.88 1.00 0.95Frt 0.94 1.00 0.99 1.00 0.85 1.00 1.00Flt Protected 0.99 0.95 0.96 1.00 1.00 0.95 1.00Satd. Flow (prot) 1571 1518 1511 3195 2516 1598 3188Flt Permitted 0.99 0.95 0.96 1.00 1.00 0.15 1.00Satd. Flow (perm) 1571 1518 1511 3195 2516 253 3188Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 5 8 9 995 27 47 0 990 871 58 1002 16RTOR Reduction (vph) 0 9 0 0 3 0 0 0 576 0 1 0Lane Group Flow (vph) 0 13 0 537 529 0 0 990 295 58 1017 0Turn Type Split NA Split NA Perm NA custom Perm NAProtected Phases 5 5 3 6 3 6 4 3 4Permitted Phases 4 4Actuated Green, G (s) 1.6 45.9 45.9 38.0 33.9 38.0 38.0Effective Green, g (s) 1.6 42.4 42.4 38.0 33.9 38.0 38.0Actuated g/C Ratio 0.02 0.42 0.42 0.38 0.34 0.38 0.38Clearance Time (s) 3.5 7.0 4.0 7.0 7.0Vehicle Extension (s) 3.0 3.0 4.0 3.0 3.0Lane Grp Cap (vph) 25 644 641 1214 853 96 1211v/s Ratio Prot c0.01 c0.35 0.35 0.31 0.12 c0.32v/s Ratio Perm 0.23v/c Ratio 0.53 0.83 0.82 0.82 0.35 0.60 0.84Uniform Delay, d1 48.8 25.7 25.5 27.9 24.8 24.9 28.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 18.5 9.5 8.9 6.1 0.3 25.1 7.1Delay (s) 67.3 35.1 34.4 34.0 25.1 50.0 35.3Level of Service E D C C C D DApproach Delay (s) 67.3 34.8 29.8 36.1Approach LOS E C C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 10 21 37 223 26 906 76 878 154 212 1752 16Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 0.91 1.00 0.95Frt 1.00 0.90 1.00 0.86 0.85 1.00 0.98 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1519 1598 1372 1358 1598 4489 1598 3191Flt Permitted 0.17 1.00 0.72 1.00 1.00 0.11 1.00 0.95 1.00Satd. Flow (perm) 292 1519 1208 1372 1358 192 4489 1598 3191Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 10 21 38 228 27 924 78 896 157 216 1788 16RTOR Reduction (vph) 0 12 0 0 198 198 0 30 0 0 1 0Lane Group Flow (vph) 10 47 0 228 282 273 78 1023 0 216 1803 0Turn Type Perm NA Perm NA Perm Perm NA Prot NAProtected Phases 4 8 2 1 6Permitted Phases 4 8 8 2Actuated Green, G (s) 23.0 23.0 23.0 23.0 23.0 35.1 35.1 11.0 50.1Effective Green, g (s) 23.0 23.0 23.0 23.0 23.0 35.1 35.1 11.0 50.1Actuated g/C Ratio 0.28 0.28 0.28 0.28 0.28 0.42 0.42 0.13 0.60Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 5.5 5.5 3.0 5.5Lane Grp Cap (vph) 81 421 335 380 376 81 1898 212 1926v/s Ratio Prot 0.03 c0.21 0.23 0.14 c0.57v/s Ratio Perm 0.03 0.19 0.20 0.41v/c Ratio 0.12 0.11 0.68 0.74 0.73 0.96 0.54 1.02 0.94Uniform Delay, d1 22.5 22.4 26.7 27.3 27.1 23.3 17.9 36.0 15.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 0.2 6.1 8.1 7.3 90.2 1.1 66.8 10.1Delay (s) 23.4 22.5 32.8 35.4 34.4 113.5 19.0 102.8 25.1Level of Service C C C D C F B F CApproach Delay (s) 22.7 34.5 25.5 33.4Approach LOS C C C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 410 44 321 21 32 47 37 609 13 75 956 970Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.97 0.95 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1536 1430 1650 1430 3100 3186 1598 3195 1430Flt Permitted 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1536 1430 1650 1430 3100 3186 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 418 45 328 21 33 48 38 621 13 77 976 990RTOR Reduction (vph) 0 0 308 0 0 45 0 1 0 0 0 300Lane Group Flow (vph) 230 233 20 0 54 3 38 633 0 77 976 690Turn Type Split NA Over Split NA Perm Prot NA Prot NA PermProtected Phases 8 8 1 7 7 1 6 5 2Permitted Phases 7 2Actuated Green, G (s) 23.1 23.1 7.7 8.0 8.0 7.7 69.3 9.0 70.5 70.5Effective Green, g (s) 23.1 23.1 7.7 8.0 8.0 7.7 69.3 9.0 70.5 70.5Actuated g/C Ratio 0.18 0.18 0.06 0.06 0.06 0.06 0.54 0.07 0.55 0.55Clearance Time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 3.0 6.0 6.0Lane Grp Cap (vph) 274 277 86 103 89 186 1725 112 1760 788v/s Ratio Prot 0.15 c0.15 0.01 c0.03 0.01 0.20 c0.05 0.31v/s Ratio Perm 0.00 c0.48v/c Ratio 0.84 0.84 0.23 0.52 0.03 0.20 0.37 0.69 0.55 0.88Uniform Delay, d1 50.7 50.7 57.3 58.2 56.4 57.2 16.8 58.1 18.6 25.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 18.9 19.3 0.5 2.2 0.1 0.2 0.6 16.1 1.3 13.1Delay (s) 69.6 70.0 57.8 60.4 56.4 57.4 17.4 74.2 19.9 38.0Level of Service E E E E E E B E B DApproach Delay (s) 64.8 58.5 19.7 30.7Approach LOS E E B C





Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 3 536 188 278 278 886 453Volume Left 3 0 188 0 0 0 0Volume Right 0 536 0 0 0 0 10cSH 156 382 471 1700 1700 1700 1700Volume to Capacity 0.02 1.40 0.40 0.16 0.16 0.52 0.27Queue Length 95th (ft) 1 669 47 0 0 0 0Control Delay (s) 28.5 224.6 17.6 0.0 0.0 0.0 0.0Lane LOS D F CApproach Delay (s) 223.5 4.5 0.0Approach LOS F

Intersection SummaryAverage Delay 47.2Intersection Capacity Utilization 77.3% ICU Level of Service DAnalysis Period (min) 15



Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 533 33 0 485 400 607Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.9 4.9 4.9Lane Util. Factor 0.97 1.00 0.95 0.95 1.00Frt 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 3100 1430 3195 3195 1430Flt Permitted 0.95 1.00 1.00 1.00 1.00Satd. Flow (perm) 3100 1430 3195 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 544 34 0 495 408 619RTOR Reduction (vph) 0 24 0 0 0 441Lane Group Flow (vph) 544 10 0 495 408 178Turn Type NA Prot NA NA PermProtected Phases 4 4 2 6Permitted Phases 6Actuated Green, G (s) 20.9 20.9 15.1 20.1 20.1Effective Green, g (s) 20.9 20.9 15.1 20.1 20.1Actuated g/C Ratio 0.30 0.30 0.22 0.29 0.29Clearance Time (s) 4.1 4.1 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 7.0 7.0 7.0Lane Grp Cap (vph) 926 427 689 917 411v/s Ratio Prot c0.18 0.01 c0.15 c0.13v/s Ratio Perm 0.12v/c Ratio 0.59 0.02 0.72 0.44 0.43Uniform Delay, d1 20.9 17.3 25.5 20.4 20.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.7 0.1 6.3 1.6 3.3Delay (s) 23.6 17.4 31.8 22.0 23.6Level of Service C B C C CApproach Delay (s) 23.2 31.8 22.9Approach LOS C C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 47 12 345 55 302 433 133 738 54 35 574 49Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 0.92 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1682 1430 2922 1598 3163 1598 3158Flt Permitted 0.24 1.00 1.00 0.93 0.35 1.00 0.26 1.00Satd. Flow (perm) 408 1682 1430 2736 585 3163 441 3158Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 48 12 352 56 308 442 136 753 55 36 586 50RTOR Reduction (vph) 0 0 121 0 75 0 0 5 0 0 6 0Lane Group Flow (vph) 48 12 231 0 731 0 136 803 0 36 630 0Turn Type Perm NA Perm Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 4 8 2 6Actuated Green, G (s) 43.9 43.9 43.9 43.9 47.1 47.1 47.1 47.1Effective Green, g (s) 43.9 43.9 43.9 43.9 47.1 47.1 47.1 47.1Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.47 0.47 0.47 0.47Clearance Time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 7.0 7.0 7.0 7.0Lane Grp Cap (vph) 179 738 628 1201 276 1490 208 1487v/s Ratio Prot 0.01 c0.25 0.20v/s Ratio Perm 0.12 0.16 c0.27 0.23 0.08v/c Ratio 0.27 0.02 0.37 0.61 0.49 0.54 0.17 0.42Uniform Delay, d1 17.8 15.8 18.8 21.5 18.2 18.7 15.2 17.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.6 0.0 1.7 2.3 4.8 1.1 1.8 0.9Delay (s) 21.5 15.9 20.4 23.8 23.1 19.9 17.0 18.4Level of Service C B C C C B B BApproach Delay (s) 20.4 23.8 20.3 18.3Approach LOS C C C B




Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 356 1028 342 396 557 43Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 6.1 6.1 6.1 5.1 5.1Lane Util. Factor 0.91 0.95 1.00 0.97 1.00Frt 1.00 1.00 0.85 1.00 0.85Flt Protected 0.99 1.00 1.00 0.95 1.00Satd. Flow (prot) 4533 3195 1430 3100 1430Flt Permitted 0.76 1.00 1.00 0.95 1.00Satd. Flow (perm) 3502 3195 1430 3100 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 363 1049 349 404 568 44RTOR Reduction (vph) 0 0 0 187 0 30Lane Group Flow (vph) 0 1412 349 217 568 14Turn Type Perm NA NA Perm NA ProtProtected Phases 2 6 7 7Permitted Phases 2 6Actuated Green, G (s) 42.9 42.9 42.9 25.9 25.9Effective Green, g (s) 42.9 42.9 42.9 25.9 25.9Actuated g/C Ratio 0.54 0.54 0.54 0.32 0.32Clearance Time (s) 6.1 6.1 6.1 5.1 5.1Vehicle Extension (s) 6.5 6.5 6.5 2.5 2.5Lane Grp Cap (vph) 1878 1713 767 1004 463v/s Ratio Prot 0.11 c0.18 0.01v/s Ratio Perm c0.40 0.15v/c Ratio 0.75 0.20 0.28 0.57 0.03Uniform Delay, d1 14.4 9.7 10.1 22.4 18.5Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.8 0.3 0.9 2.3 0.1Delay (s) 17.2 9.9 11.1 24.7 18.6Level of Service B A B C BApproach Delay (s) 17.2 10.5 24.3Approach LOS B B C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 139 14 222 23 9 13 274 1707 36 26 1042 93Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 3.5 3.5 3.5 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.85 0.96 1.00 1.00 1.00 1.00 0.85Flt Protected 0.96 1.00 0.98 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1609 1430 1576 1598 3185 1598 3195 1430Flt Permitted 0.77 1.00 0.84 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1298 1430 1362 1598 3185 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 142 14 227 23 9 13 280 1742 37 27 1063 95RTOR Reduction (vph) 0 0 182 0 10 0 0 1 0 0 0 53Lane Group Flow (vph) 0 156 45 0 35 0 280 1778 0 27 1063 42Turn Type Perm NA Perm Perm NA Prot NA Prot NA PermProtected Phases 4 4 1 6 5 2Permitted Phases 4 4 4 2Actuated Green, G (s) 15.9 15.9 15.9 17.3 50.5 2.1 35.3 35.3Effective Green, g (s) 15.9 15.9 15.9 17.3 50.5 2.1 35.3 35.3Actuated g/C Ratio 0.20 0.20 0.20 0.21 0.63 0.03 0.44 0.44Clearance Time (s) 3.5 3.5 3.5 3.5 5.0 3.5 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 2.0 2.0 2.0 3.0 3.0Lane Grp Cap (vph) 256 282 269 343 1998 42 1401 627v/s Ratio Prot c0.18 c0.56 0.02 0.33v/s Ratio Perm c0.12 0.03 0.03 0.03v/c Ratio 0.61 0.16 0.13 0.82 0.89 0.64 0.76 0.07Uniform Delay, d1 29.5 26.8 26.6 30.1 12.7 38.8 19.0 13.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 4.1 0.3 0.2 13.2 6.4 22.5 3.9 0.2Delay (s) 33.5 27.0 26.8 43.3 19.1 61.3 22.9 13.3Level of Service C C C D B E C BApproach Delay (s) 29.7 26.8 22.4 23.0Approach LOS C C C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 0 0 0 27 0 34 0 1935 67 31 1307 0Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Hourly flow rate (vph) 0 0 0 28 0 35 0 1974 68 32 1334 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 447 441pX, platoon unblocked 0.74 0.74 0.73 0.74 0.74 0.60 0.73 0.60vC, conflicting volume 2419 3440 667 2739 3406 1021 1334 2043vC1, stage 1 conf vol 1397 1397 2009 2009vC2, stage 2 conf vol 1022 2043 730 1397vCu, unblocked vol 563 1947 0 997 1901 0 716 1411tC, single (s) 7.7 6.7 7.1 *7.7 6.7 *7.1 4.3 4.3tC, 2 stage (s) 6.7 5.7 6.7 5.7tF (s) 3.6 4.1 3.4 3.6 4.1 3.4 2.3 2.3p0 queue free % 100 100 100 68 100 95 100 88cM capacity (veh/h) 206 79 773 87 110 638 605 265

Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3Volume Total 62 1316 727 32 889 445Volume Left 28 0 0 32 0 0Volume Right 35 0 68 0 0 0cSH 167 1700 1700 265 1700 1700Volume to Capacity 0.37 0.77 0.43 0.12 0.52 0.26Queue Length 95th (ft) 40 0 0 10 0 0Control Delay (s) 38.8 0.0 0.0 20.4 0.0 0.0Lane LOS E CApproach Delay (s) 38.8 0.0 0.5Approach LOS E


* User Entered Value



Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 107 648 1349 380 0 1343Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.9 4.9 4.9 4.9 4.9Lane Util. Factor 0.97 0.91 0.95 1.00 0.95Frt 0.89 0.85 1.00 0.85 1.00Flt Protected 0.99 1.00 1.00 1.00 1.00Satd. Flow (prot) 2859 1301 3195 1430 3195Flt Permitted 0.99 1.00 1.00 1.00 1.00Satd. Flow (perm) 2859 1301 3195 1430 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 109 661 1377 388 0 1370RTOR Reduction (vph) 15 15 0 201 0 0Lane Group Flow (vph) 425 315 1377 187 0 1370Turn Type NA Prot NA Perm NAProtected Phases 8 8 2 6Permitted Phases 2Actuated Green, G (s) 16.1 16.1 24.1 24.1 24.1Effective Green, g (s) 16.1 16.1 24.1 24.1 24.1Actuated g/C Ratio 0.32 0.32 0.48 0.48 0.48Clearance Time (s) 4.9 4.9 4.9 4.9 4.9Lane Grp Cap (vph) 921 419 1540 689 1540v/s Ratio Prot 0.15 c0.24 c0.43 0.43v/s Ratio Perm 0.13v/c Ratio 0.46 0.75 0.89 0.27 0.89Uniform Delay, d1 13.5 15.2 11.8 7.7 11.7Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.7 11.8 8.4 1.0 8.1Delay (s) 15.2 26.9 20.2 8.7 19.8Level of Service B C C A BApproach Delay (s) 20.2 17.7 19.8Approach LOS C B B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 791 60 755 71 89 62 229 1190 30 142 691 430Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Lane Util. Factor 0.95 0.91 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.93 0.85 0.96 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 0.98 1.00 0.98 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1395 1358 1593 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 0.98 1.00 0.67 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1395 1358 1079 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 807 61 770 72 91 63 234 1214 31 145 705 439RTOR Reduction (vph) 0 36 299 0 17 0 0 0 21 0 0 335Lane Group Flow (vph) 565 521 217 0 209 0 234 1214 10 145 705 104Turn Type Split NA Prot Perm NA Prot NA Perm Prot NA PermProtected Phases 7 7 7 8 5 2 1 6Permitted Phases 8 2 6Actuated Green, G (s) 23.4 23.4 23.4 10.4 13.6 28.4 28.4 5.3 20.1 20.1Effective Green, g (s) 23.4 23.4 23.4 10.4 13.6 28.4 28.4 5.3 20.1 20.1Actuated g/C Ratio 0.28 0.28 0.28 0.12 0.16 0.33 0.33 0.06 0.24 0.24Clearance Time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 7.0 7.0 2.0 7.0 7.0Lane Grp Cap (vph) 418 384 374 132 256 1068 478 100 756 338v/s Ratio Prot 0.37 c0.37 0.16 0.15 c0.38 c0.09 0.22v/s Ratio Perm c0.19 0.01 0.07v/c Ratio 1.35 1.36 0.58 1.59 0.91 1.14 0.02 1.45 0.93 0.31Uniform Delay, d1 30.8 30.8 26.6 37.3 35.1 28.3 19.0 39.9 31.8 26.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 173.4 177.3 6.4 296.4 33.6 73.3 0.1 249.6 19.9 2.3Delay (s) 204.2 208.1 33.0 333.7 68.7 101.6 19.1 289.4 51.7 29.1Level of Service F F C F E F B F D CApproach Delay (s) 151.6 333.7 94.6 70.7Approach LOS F F F E


E a s t s i d e T r a n s i t C o r r i d o r P h a s e 2

Transportat ion Impacts Technical Memorandum

APPENDIX D.3 INTERSECTION LEVEL OF SERVICE

TSM ALTERNATIVE


Future TSM 2035 AM Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 25 239 51 147 818 324 107 904 77 149 910 31Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 4537 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 1598 4537 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 26 244 52 150 835 331 109 922 79 152 929 32RTOR Reduction (vph) 0 0 37 0 0 208 0 8 0 0 0 20Lane Group Flow (vph) 26 244 15 150 835 123 109 993 0 152 929 12Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA customProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 6 2 6Actuated Green, G (s) 3.9 34.7 34.7 13.8 44.6 44.6 10.4 40.2 15.3 45.1 34.7Effective Green, g (s) 3.9 34.7 34.7 13.8 44.6 44.6 10.4 40.2 15.3 45.1 34.7Actuated g/C Ratio 0.03 0.29 0.29 0.12 0.37 0.37 0.09 0.34 0.13 0.38 0.29Clearance Time (s) 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 5.0 1.5 5.0 1.5 5.0 5.0Lane Grp Cap (vph) 52 924 414 184 1187 531 138 1520 204 1201 414v/s Ratio Prot 0.02 0.08 c0.09 c0.26 0.07 0.22 c0.10 c0.29v/s Ratio Perm 0.01 0.09 0.01v/c Ratio 0.50 0.26 0.04 0.82 0.70 0.23 0.79 0.65 0.75 0.77 0.03Uniform Delay, d1 57.1 32.8 30.6 51.9 32.1 25.9 53.7 34.0 50.5 33.0 30.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.64 1.55 0.40Incremental Delay, d2 2.7 0.7 0.2 22.4 3.5 1.0 23.6 1.4 8.6 2.6 0.1Delay (s) 59.8 33.5 30.8 74.2 35.6 26.9 77.3 35.3 40.6 53.7 12.2Level of Service E C C E D C E D D D BApproach Delay (s) 35.2 37.8 39.5 50.7Approach LOS D D D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 150 99 10 114 247 434 34 1158 56 134 1004 174Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 4.5 4.0 4.5 4.5 4.0 4.5 4.0 4.5 4.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.95 1.00Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 1659 1598 1682 1430 1598 4560 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 1659 1598 1682 1430 1598 4560 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 153 101 10 116 252 443 35 1182 57 137 1024 178RTOR Reduction (vph) 0 3 0 0 0 160 0 4 0 0 0 103Lane Group Flow (vph) 153 108 0 116 252 283 35 1235 0 137 1024 75Turn Type Prot NA Prot NA Perm Prot NA Prot NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 6Actuated Green, G (s) 13.6 36.3 13.2 34.9 34.9 3.0 40.4 13.1 50.5 50.5Effective Green, g (s) 13.6 36.3 13.2 34.9 34.9 3.0 40.4 13.1 50.5 50.5Actuated g/C Ratio 0.11 0.30 0.11 0.29 0.29 0.02 0.34 0.11 0.42 0.42Clearance Time (s) 5.0 4.5 4.0 4.5 4.5 4.0 4.5 4.0 4.5 4.5Vehicle Extension (s) 1.5 4.5 3.0 4.5 4.5 3.0 4.5 3.0 4.5 4.5Lane Grp Cap (vph) 181 502 176 489 416 40 1535 174 1345 602v/s Ratio Prot c0.10 0.07 0.07 0.15 0.02 0.27 c0.09 c0.32v/s Ratio Perm c0.20 0.05v/c Ratio 0.85 0.22 0.66 0.52 0.68 0.88 0.80 0.79 0.76 0.12Uniform Delay, d1 52.2 31.2 51.2 35.5 37.6 58.3 36.2 52.1 29.6 21.2Progression Factor 1.00 1.00 0.96 1.03 1.08 0.65 1.15 1.00 1.00 1.00Incremental Delay, d2 27.7 1.0 8.1 3.6 8.2 82.2 3.8 20.6 4.1 0.4Delay (s) 79.9 32.2 57.5 40.1 48.8 120.0 45.3 72.7 33.7 21.7Level of Service E C E D D F D E C CApproach Delay (s) 59.8 47.3 47.4 36.1Approach LOS E D D D




Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 458 690 0 1798 619 451Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 0.97 0.91 0.91 0.95 1.00Frt 0.94 0.85 1.00 1.00 0.85Flt Protected 0.97 1.00 1.00 1.00 1.00Satd. Flow (prot) 2973 1301 4591 3195 1430Flt Permitted 0.97 1.00 1.00 1.00 1.00Satd. Flow (perm) 2973 1301 4591 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 467 704 0 1835 632 460RTOR Reduction (vph) 93 93 0 0 0 256Lane Group Flow (vph) 705 280 0 1835 632 204Turn Type NA Prot NA NA PermProtected Phases 4 4 2 2Permitted Phases 2Actuated Green, G (s) 35.4 35.4 35.4 35.4 35.4Effective Green, g (s) 35.4 35.4 35.4 35.4 35.4Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.44Clearance Time (s) 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 6.0 6.0 6.5 6.5 6.5Lane Grp Cap (vph) 1316 576 2032 1414 633v/s Ratio Prot c0.24 0.22 c0.40 0.20v/s Ratio Perm 0.14v/c Ratio 0.54 0.49 0.90 0.45 0.32Uniform Delay, d1 16.3 15.8 20.7 15.5 14.5Progression Factor 1.00 1.00 1.00 0.77 0.19Incremental Delay, d2 1.6 2.9 7.1 0.9 1.1Delay (s) 17.9 18.8 27.8 12.9 3.8Level of Service B B C B AApproach Delay (s) 18.1 27.8 9.1Approach LOS B C A




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 41 0 195 280 294 383 217 815 0 0 1054 82Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 0.91Frt 1.00 0.85 0.94 1.00 1.00 0.99Flt Protected 0.95 1.00 0.99 0.95 1.00 1.00Satd. Flow (prot) 1598 1430 2960 1598 3195 4541Flt Permitted 0.24 1.00 0.99 0.22 1.00 1.00Satd. Flow (perm) 396 1430 2960 364 3195 4541Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 42 0 199 286 300 391 221 832 0 0 1076 84RTOR Reduction (vph) 0 0 109 0 143 0 0 0 0 0 11 0Lane Group Flow (vph) 42 0 90 0 834 0 221 832 0 0 1149 0Turn Type D.Pm custom Perm NA Perm NA Perm NAProtected Phases 4 2 6Permitted Phases 4 4 4 2 2Actuated Green, G (s) 17.0 17.0 17.0 55.0 55.0 55.0Effective Green, g (s) 17.0 17.0 17.0 55.0 55.0 55.0Actuated g/C Ratio 0.21 0.21 0.21 0.69 0.69 0.69Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 84 304 629 250 2197 3122v/s Ratio Prot 0.26 0.25v/s Ratio Perm 0.11 0.06 0.28 c0.61v/c Ratio 0.50 0.29 1.33 0.88 0.38 0.37Uniform Delay, d1 27.8 26.5 31.5 10.0 5.3 5.2Progression Factor 1.00 1.00 1.00 1.02 0.63 1.00Incremental Delay, d2 19.7 2.5 157.3 20.5 0.3 0.3Delay (s) 47.5 28.9 188.8 30.7 3.6 5.6Level of Service D C F C A AApproach Delay (s) 32.1 188.8 9.3 5.6Approach LOS C F A A




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 11 405 17 69 1231 50 18 86 65 17 57 21Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 3.0 3.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00Frt 1.00 0.99 1.00 0.99 0.95 0.97Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99Satd. Flow (prot) 1598 3177 1598 3177 1586 1618Flt Permitted 0.18 1.00 0.50 1.00 0.97 0.93Satd. Flow (perm) 310 3177 844 3177 1543 1514Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 11 413 17 70 1256 51 18 88 66 17 58 21RTOR Reduction (vph) 0 2 0 0 2 0 0 36 0 0 16 0Lane Group Flow (vph) 11 428 0 70 1305 0 0 136 0 0 80 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 4 4Permitted Phases 2 6 4 4Actuated Green, G (s) 59.8 59.8 59.8 59.8 12.2 12.2Effective Green, g (s) 59.8 59.8 59.8 59.8 12.2 12.2Actuated g/C Ratio 0.75 0.75 0.75 0.75 0.15 0.15Clearance Time (s) 5.0 5.0 5.0 5.0 3.0 3.0Vehicle Extension (s) 5.0 5.0 2.0 2.0 3.0 3.0Lane Grp Cap (vph) 232 2375 631 2375 235 231v/s Ratio Prot 0.13 c0.41v/s Ratio Perm 0.04 0.08 c0.09 0.05v/c Ratio 0.05 0.18 0.11 0.55 0.58 0.35Uniform Delay, d1 2.6 2.9 2.8 4.3 31.5 30.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 0.2 0.4 0.9 3.6 0.9Delay (s) 3.0 3.1 3.1 5.2 35.1 31.2Level of Service A A A A D CApproach Delay (s) 3.1 5.1 35.1 31.2Approach LOS A A D C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 20 226 52 52 504 27 277 9 32 4 2 5Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00Frt 1.00 0.97 1.00 0.99 0.99 0.94Flt Protected 0.95 1.00 0.95 1.00 0.96 0.98Satd. Flow (prot) 1598 3106 1598 3171 1590 1550Flt Permitted 0.44 1.00 0.58 1.00 0.75 0.92Satd. Flow (perm) 741 3106 971 3171 1237 1455Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 20 231 53 53 514 28 283 9 33 4 2 5RTOR Reduction (vph) 0 24 0 0 5 0 0 10 0 0 3 0Lane Group Flow (vph) 20 260 0 53 537 0 0 315 0 0 8 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 4 4Permitted Phases 2 6 4 4Actuated Green, G (s) 30.2 30.2 30.2 30.2 21.3 21.3Effective Green, g (s) 30.2 30.2 30.2 30.2 21.3 21.3Actuated g/C Ratio 0.50 0.50 0.50 0.50 0.36 0.36Clearance Time (s) 5.0 5.0 5.0 5.0 3.5 3.5Vehicle Extension (s) 5.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 373 1563 489 1596 439 517v/s Ratio Prot 0.08 c0.17v/s Ratio Perm 0.03 0.05 c0.25 0.01v/c Ratio 0.05 0.17 0.11 0.34 0.72 0.02Uniform Delay, d1 7.6 8.1 7.8 8.9 16.8 12.5Progression Factor 0.69 0.63 1.00 1.00 1.00 1.00Incremental Delay, d2 0.2 0.2 0.4 0.6 5.5 0.0Delay (s) 5.4 5.2 8.3 9.5 22.3 12.6Level of Service A A A A C BApproach Delay (s) 5.3 9.4 22.3 12.6Approach LOS A A C B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 46 210 34 0 0 0 0 483 81 64 242 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 4.5 4.5 4.5 4.5Lane Util. Factor 0.95 0.95 1.00 1.00 1.00Frt 0.98 1.00 0.85 1.00 1.00Flt Protected 0.99 1.00 1.00 0.95 1.00Satd. Flow (prot) 3114 3195 1430 1598 1682Flt Permitted 0.99 1.00 1.00 0.42 1.00Satd. Flow (perm) 3114 3195 1430 710 1682Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 47 214 35 0 0 0 0 493 83 65 247 0RTOR Reduction (vph) 0 18 0 0 0 0 0 0 55 0 0 0Lane Group Flow (vph) 0 279 0 0 0 0 0 493 28 65 247 0Turn Type Perm NA NA Perm Perm NAProtected Phases 2 4 4Permitted Phases 2 4 4Actuated Green, G (s) 30.0 20.5 20.5 20.5 20.5Effective Green, g (s) 30.0 20.5 20.5 20.5 20.5Actuated g/C Ratio 0.50 0.34 0.34 0.34 0.34Clearance Time (s) 5.0 4.5 4.5 4.5 4.5Vehicle Extension (s) 0.2 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 1557 1092 489 243 575v/s Ratio Prot c0.15 0.15v/s Ratio Perm 0.09 0.02 0.09v/c Ratio 0.18 0.45 0.06 0.27 0.43Uniform Delay, d1 8.2 15.4 13.3 14.3 15.2Progression Factor 1.00 1.00 1.00 0.83 0.85Incremental Delay, d2 0.3 1.3 0.2 2.6 2.3Delay (s) 8.5 16.7 13.5 14.5 15.2Level of Service A B B B BApproach Delay (s) 8.5 0.0 16.3 15.0Approach LOS A A B B
















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 150 807 391 37 0 343 0 1139 285 152 722 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 0.91 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 1430 4591 1430 1454 3058Flt Permitted 0.95 1.00 1.00 0.17 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 283 1430 4591 1430 1454 3058Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 153 823 399 38 0 350 0 1162 291 155 737 0RTOR Reduction (vph) 0 0 165 0 0 252 0 0 137 0 0 0Lane Group Flow (vph) 153 823 234 38 0 98 0 1162 154 139 753 0Turn Type Perm NA custom D.Pm Over NA Perm Split NAProtected Phases 4 2 1 2 1 1Permitted Phases 4 4 2Actuated Green, G (s) 32.4 32.4 25.2 32.4 27.9 25.2 25.2 27.9 27.9Effective Green, g (s) 32.4 32.4 25.2 32.4 27.9 25.2 25.2 27.9 27.9Actuated g/C Ratio 0.32 0.32 0.25 0.32 0.28 0.25 0.25 0.28 0.28Clearance Time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 518 1035 360 92 399 1157 360 406 853v/s Ratio Prot c0.26 0.16 0.07 c0.25 0.10 c0.25v/s Ratio Perm 0.10 0.13 0.11v/c Ratio 0.30 0.80 0.65 0.41 0.24 1.00 0.43 0.34 0.88Uniform Delay, d1 25.3 30.8 33.5 26.4 27.9 37.4 31.4 28.7 34.5Progression Factor 1.00 1.00 1.00 1.00 1.00 0.86 0.56 1.44 1.42Incremental Delay, d2 0.4 4.5 8.8 4.1 0.7 25.5 3.1 0.4 4.5Delay (s) 25.7 35.3 42.3 30.4 28.6 57.5 20.6 41.6 53.3Level of Service C D D C C E C D DApproach Delay (s) 36.3 28.8 50.1 51.5Approach LOS D C D D



TSM AM Synchro 8 ReportPage 1






Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 102 189 1352 168 82 1143Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 1430 3195 1430 1598 3195Flt Permitted 0.95 1.00 1.00 1.00 0.17 1.00Satd. Flow (perm) 1598 1430 3195 1430 288 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 104 193 1380 171 84 1166RTOR Reduction (vph) 0 68 0 31 0 0Lane Group Flow (vph) 104 125 1380 140 84 1166Turn Type NA Perm NA Perm Perm NAProtected Phases 4 6 2Permitted Phases 4 6 2Actuated Green, G (s) 13.0 13.0 77.5 77.5 77.5 77.5Effective Green, g (s) 13.0 13.0 77.5 77.5 77.5 77.5Actuated g/C Ratio 0.13 0.13 0.78 0.78 0.78 0.78Clearance Time (s) 4.0 4.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 2.0 2.0 3.0 3.0 5.5 5.5Lane Grp Cap (vph) 208 186 2476 1108 223 2476v/s Ratio Prot 0.07 c0.43 0.36v/s Ratio Perm c0.09 0.10 0.29v/c Ratio 0.50 0.67 0.56 0.13 0.38 0.47Uniform Delay, d1 40.5 41.5 4.5 2.8 3.6 4.0Progression Factor 1.00 1.00 1.41 0.91 1.11 0.74Incremental Delay, d2 0.7 7.3 0.4 0.1 3.0 0.4Delay (s) 41.2 48.8 6.7 2.7 7.0 3.4Level of Service D D A A A AApproach Delay (s) 46.1 6.3 3.6Approach LOS D A A








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 20 885 297 31 93 58 345 1043 204 121 506 41Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Lane Util. Factor 0.91 0.95 1.00 0.91 1.00 1.00 0.95Frt 0.96 0.95 1.00 1.00 0.85 1.00 0.99Flt Protected 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 4418 3017 1598 4591 1430 1598 3159Flt Permitted 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 4418 3017 1598 4591 1430 1598 3159Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 20 903 303 32 95 59 352 1064 208 123 516 42RTOR Reduction (vph) 0 66 0 0 56 0 0 0 82 0 7 0Lane Group Flow (vph) 0 1160 0 0 130 0 352 1064 126 123 551 0Turn Type Split NA Split NA Prot NA Perm Prot NAProtected Phases 4 4 3 3 5 2 1 6Permitted Phases 2Actuated Green, G (s) 27.9 4.9 18.9 30.6 30.6 9.6 21.3Effective Green, g (s) 27.9 4.9 18.9 30.6 30.6 9.6 21.3Actuated g/C Ratio 0.31 0.05 0.21 0.34 0.34 0.11 0.24Clearance Time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Vehicle Extension (s) 5.0 5.0 1.0 5.0 5.0 1.0 5.0Lane Grp Cap (vph) 1370 164 336 1561 486 170 748v/s Ratio Prot c0.26 c0.04 c0.22 c0.23 0.08 0.17v/s Ratio Perm 0.09v/c Ratio 0.85 0.79 1.05 0.68 0.26 0.72 0.74Uniform Delay, d1 29.1 42.1 35.5 25.5 21.5 38.9 31.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.6 25.5 62.1 2.4 1.3 12.1 6.4Delay (s) 34.6 67.6 97.6 27.9 22.8 51.0 38.2Level of Service C E F C C D DApproach Delay (s) 34.6 67.6 42.4 40.5Approach LOS C E D D









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 151 196 21 73 275 446 17 910 39 44 1135 70Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.99 1.00 0.91 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1658 1598 1526 1598 3176 1598 3168Flt Permitted 0.13 1.00 0.58 1.00 0.09 1.00 0.18 1.00Satd. Flow (perm) 217 1658 972 1526 158 3176 296 3168Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 154 200 21 74 281 455 17 929 40 45 1158 71RTOR Reduction (vph) 0 4 0 0 31 0 0 3 0 0 5 0Lane Group Flow (vph) 154 217 0 74 705 0 17 966 0 45 1224 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 6 2Permitted Phases 4 4 6 2Actuated Green, G (s) 48.0 48.0 48.0 48.0 42.5 42.5 42.5 42.5Effective Green, g (s) 48.0 48.0 48.0 48.0 42.5 42.5 42.5 42.5Actuated g/C Ratio 0.48 0.48 0.48 0.48 0.42 0.42 0.42 0.42Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 5.5 5.5Lane Grp Cap (vph) 104 796 467 732 67 1350 126 1346v/s Ratio Prot 0.13 0.46 0.30 c0.39v/s Ratio Perm c0.71 0.08 0.11 0.15v/c Ratio 1.48 0.27 0.16 0.96 0.25 0.72 0.36 0.91Uniform Delay, d1 26.0 15.6 14.6 25.2 18.5 23.8 19.5 27.0Progression Factor 1.00 1.00 1.00 1.00 0.80 0.98 0.82 0.93Incremental Delay, d2 260.6 0.2 0.2 24.4 6.3 2.3 7.0 9.8Delay (s) 286.6 15.7 14.8 49.6 21.1 25.6 23.1 35.0Level of Service F B B D C C C DApproach Delay (s) 127.0 46.4 25.5 34.6Approach LOS F D C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 43 649 107 48 1243 111 177 812 21 165 980 59Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3184 1598 3168Flt Permitted 0.10 1.00 1.00 0.29 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 175 3195 1430 494 3195 1430 1598 3184 1598 3168Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 44 662 109 49 1268 113 181 829 21 168 1000 60RTOR Reduction (vph) 0 0 57 0 0 31 0 2 0 0 4 0Lane Group Flow (vph) 44 662 52 49 1268 82 181 848 0 168 1056 0Turn Type Perm NA Perm Perm NA Perm Prot NA Prot NAProtected Phases 2 6 3 8 7 4Permitted Phases 2 2 6 6Actuated Green, G (s) 38.5 38.5 38.5 38.5 38.5 38.5 12.0 34.6 13.9 36.0Effective Green, g (s) 38.5 38.5 38.5 38.5 38.5 38.5 12.0 34.6 13.9 36.0Actuated g/C Ratio 0.38 0.38 0.38 0.38 0.38 0.38 0.12 0.35 0.14 0.36Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 4.0 2.5 4.0 2.5 4.0Lane Grp Cap (vph) 67 1230 551 190 1230 551 192 1102 222 1140v/s Ratio Prot 0.21 c0.40 c0.11 0.27 0.11 c0.33v/s Ratio Perm 0.25 0.04 0.10 0.06v/c Ratio 0.66 0.54 0.10 0.26 1.03 0.15 0.94 0.77 0.76 0.93Uniform Delay, d1 25.3 23.9 19.6 21.0 30.8 20.1 43.7 29.1 41.4 30.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.71 1.06 0.60 1.53Incremental Delay, d2 40.7 1.7 0.3 3.3 33.9 0.6 45.5 3.2 6.8 7.1Delay (s) 66.0 25.5 20.0 24.3 64.7 20.6 76.5 34.0 31.6 54.0Level of Service E C B C E C E C C DApproach Delay (s) 27.0 59.8 41.4 51.0Approach LOS C E D D




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 81 102 955 31 65 990Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 4.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95Frt 0.92 1.00 1.00 1.00Flt Protected 0.98 1.00 0.95 1.00Satd. Flow (prot) 1522 3180 1598 3195Flt Permitted 0.98 1.00 0.95 1.00Satd. Flow (perm) 1522 3180 1598 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 83 104 974 32 66 1010RTOR Reduction (vph) 54 0 2 0 0 0Lane Group Flow (vph) 133 0 1004 0 66 1010Turn Type NA NA Prot NAProtected Phases 3 2 1 6Permitted PhasesActuated Green, G (s) 13.0 66.5 8.0 78.5Effective Green, g (s) 13.0 66.5 8.0 78.5Actuated g/C Ratio 0.13 0.66 0.08 0.78Clearance Time (s) 3.5 5.0 4.0 5.0Vehicle Extension (s) 2.0 5.0 2.5 3.0Lane Grp Cap (vph) 198 2115 128 2508v/s Ratio Prot c0.09 c0.32 c0.04 0.32v/s Ratio Permv/c Ratio 0.67 0.47 0.52 0.40Uniform Delay, d1 41.5 8.2 44.1 3.4Progression Factor 1.00 2.53 0.90 0.90Incremental Delay, d2 6.9 0.6 1.4 0.3Delay (s) 48.3 21.4 41.0 3.3Level of Service D C D AApproach Delay (s) 48.3 21.4 5.6Approach LOS D C A









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 72 535 129 300 1107 188 118 763 157 108 824 107Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3195 1430 1598 3195 1430Flt Permitted 0.16 1.00 1.00 0.41 1.00 1.00 0.20 1.00 1.00 0.23 1.00 1.00Satd. Flow (perm) 271 3195 1430 694 3195 1430 338 3195 1430 390 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 73 546 132 306 1130 192 120 779 160 110 841 109RTOR Reduction (vph) 0 0 27 0 0 34 0 0 70 0 0 37Lane Group Flow (vph) 73 546 105 306 1130 158 120 779 90 110 841 72Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 2 6 8 4Permitted Phases 2 2 6 6 8 8 4 4Actuated Green, G (s) 52.0 52.0 52.0 52.0 52.0 52.0 38.0 38.0 38.0 38.0 38.0 38.0Effective Green, g (s) 52.0 52.0 52.0 52.0 52.0 52.0 38.0 38.0 38.0 38.0 38.0 38.0Actuated g/C Ratio 0.52 0.52 0.52 0.52 0.52 0.52 0.38 0.38 0.38 0.38 0.38 0.38Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 141 1661 744 361 1661 744 128 1214 543 148 1214 543v/s Ratio Prot 0.17 0.35 0.24 0.26v/s Ratio Perm 0.27 0.07 c0.44 0.11 c0.35 0.06 0.28 0.05v/c Ratio 0.52 0.33 0.14 0.85 0.68 0.21 0.94 0.64 0.17 0.74 0.69 0.13Uniform Delay, d1 15.8 13.9 12.4 20.6 17.8 12.9 29.9 25.4 20.5 26.8 26.1 20.2Progression Factor 1.00 1.00 1.00 1.51 1.55 1.98 1.14 1.14 1.70 1.34 1.39 1.92Incremental Delay, d2 12.9 0.5 0.4 17.5 1.8 0.5 59.0 2.3 0.6 26.7 3.0 0.5Delay (s) 28.7 14.4 12.8 48.6 29.4 26.2 92.9 31.4 35.5 62.6 39.2 39.2Level of Service C B B D C C F C D E D DApproach Delay (s) 15.5 32.6 39.0 41.6Approach LOS B C D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 60 735 16 148 1370 42 64 170 165 57 118 84Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 1.00 1.00 0.93 1.00 0.94Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3185 1598 3181 1598 1558 1598 1577Flt Permitted 0.13 1.00 0.34 1.00 0.48 1.00 0.24 1.00Satd. Flow (perm) 221 3185 566 3181 803 1558 402 1577Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 61 750 16 151 1398 43 65 173 168 58 120 86RTOR Reduction (vph) 0 1 0 0 2 0 0 39 0 0 28 0Lane Group Flow (vph) 61 765 0 151 1439 0 65 302 0 58 178 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 66.9 66.9 66.9 66.9 24.1 24.1 24.1 24.1Effective Green, g (s) 66.9 66.9 66.9 66.9 24.1 24.1 24.1 24.1Actuated g/C Ratio 0.67 0.67 0.67 0.67 0.24 0.24 0.24 0.24Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.5 3.5 3.5 3.5 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 148 2131 379 2128 194 375 97 380v/s Ratio Prot 0.24 c0.45 c0.19 0.11v/s Ratio Perm 0.28 0.27 0.08 0.14v/c Ratio 0.41 0.36 0.40 0.68 0.34 0.81 0.60 0.47Uniform Delay, d1 7.6 7.2 7.5 10.0 31.3 35.7 33.7 32.5Progression Factor 0.82 0.62 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 7.8 0.4 3.1 1.7 1.0 11.9 9.5 0.9Delay (s) 14.1 4.9 10.6 11.8 32.4 47.7 43.2 33.4Level of Service B A B B C D D CApproach Delay (s) 5.6 11.6 45.2 35.5Approach LOS A B D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 114 499 113 146 845 88 146 859 41 66 1104 98Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3195 1430 1598 3195 1430Flt Permitted 0.18 1.00 1.00 0.39 1.00 1.00 0.17 1.00 1.00 0.26 1.00 1.00Satd. Flow (perm) 308 3195 1430 653 3195 1430 281 3195 1430 431 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 116 509 115 149 862 90 149 877 42 67 1127 100RTOR Reduction (vph) 0 0 47 0 0 48 0 0 20 0 0 17Lane Group Flow (vph) 116 509 68 149 862 42 149 877 22 67 1127 83Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 6 2 4 8Permitted Phases 6 6 2 2 4 4 8 8Actuated Green, G (s) 36.8 36.8 36.8 36.8 36.8 36.8 53.2 53.2 53.2 53.2 53.2 53.2Effective Green, g (s) 36.8 36.8 36.8 36.8 36.8 36.8 53.2 53.2 53.2 53.2 53.2 53.2Actuated g/C Ratio 0.37 0.37 0.37 0.37 0.37 0.37 0.53 0.53 0.53 0.53 0.53 0.53Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 2.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 2.0 2.0 2.0Lane Grp Cap (vph) 113 1176 526 240 1176 526 149 1700 761 229 1700 761v/s Ratio Prot 0.16 0.27 0.27 0.35v/s Ratio Perm c0.38 0.05 0.23 0.03 c0.53 0.02 0.16 0.06v/c Ratio 1.03 0.43 0.13 0.62 0.73 0.08 1.00 0.52 0.03 0.29 0.66 0.11Uniform Delay, d1 31.6 23.8 21.0 25.9 27.3 20.6 23.4 15.1 11.1 13.0 16.9 11.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.69 0.78 0.45Incremental Delay, d2 92.0 1.2 0.5 11.5 4.1 0.3 73.7 0.5 0.0 0.2 0.6 0.0Delay (s) 123.6 24.9 21.5 37.4 31.4 20.9 97.1 15.6 11.2 9.1 13.7 5.3Level of Service F C C D C C F B B A B AApproach Delay (s) 39.8 31.4 26.8 12.8Approach LOS D C C B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 48 101 94 163 169 20 112 985 12 9 1237 64Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.98 1.00 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1655 1430 1642 1430 1598 3195 1430 1598 3172Flt Permitted 0.67 1.00 0.71 1.00 0.14 1.00 1.00 0.24 1.00Satd. Flow (perm) 1126 1430 1197 1430 239 3195 1430 398 3172Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 49 103 96 166 172 20 114 1005 12 9 1262 65RTOR Reduction (vph) 0 0 48 0 0 14 0 0 5 0 4 0Lane Group Flow (vph) 0 152 48 0 338 6 114 1005 7 9 1323 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 4 4 2 2 2Actuated Green, G (s) 26.0 26.0 26.0 26.0 54.5 54.5 54.5 54.5 54.5Effective Green, g (s) 26.0 26.0 26.0 26.0 54.5 54.5 54.5 54.5 54.5Actuated g/C Ratio 0.29 0.29 0.29 0.29 0.61 0.61 0.61 0.61 0.61Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 0.2 0.2 0.2 0.2 0.2Lane Grp Cap (vph) 325 413 346 413 145 1935 866 241 1921v/s Ratio Prot 0.31 0.42v/s Ratio Perm 0.13 0.03 c0.28 0.00 c0.48 0.01 0.02v/c Ratio 0.47 0.12 0.98 0.01 0.79 0.52 0.01 0.04 0.69Uniform Delay, d1 26.3 23.6 31.7 22.8 13.4 10.2 7.0 7.2 12.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.1 0.1 41.7 0.0 33.8 1.0 0.0 0.3 2.0Delay (s) 27.4 23.7 73.4 22.9 47.1 11.2 7.1 7.5 14.1Level of Service C C E C D B A A BApproach Delay (s) 25.9 70.6 14.8 14.0Approach LOS C E B B

Intersection SummaryHCM Average Control Delay 21.9 HCM Level of Service CHCM Volume to Capacity ratio 0.85Actuated Cycle Length (s) 90.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 100.5% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 61 21 15 52 112 191 52 866 74 191 1098 220Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.94 1.00 0.91 1.00 0.99 1.00 0.97Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1577 1598 1523 1598 3158 1598 3116Flt Permitted 0.25 1.00 0.73 1.00 0.16 1.00 0.27 1.00Satd. Flow (perm) 420 1577 1234 1523 267 3158 446 3116Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 62 21 15 53 114 195 53 884 76 195 1120 224RTOR Reduction (vph) 0 12 0 0 47 0 0 5 0 0 13 0Lane Group Flow (vph) 62 24 0 53 262 0 53 955 0 195 1331 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 29.0 29.0 29.0 29.0 93.0 93.0 93.0 93.0Effective Green, g (s) 29.0 29.0 29.0 29.0 93.0 93.0 93.0 93.0Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.70 0.70 0.70 0.70Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 92 346 271 335 188 2225 314 2195v/s Ratio Prot 0.02 c0.17 0.30 0.43v/s Ratio Perm 0.15 0.04 0.20 c0.44v/c Ratio 0.67 0.07 0.20 0.78 0.28 0.43 0.62 0.61Uniform Delay, d1 47.2 40.8 42.0 48.5 7.2 8.3 10.2 10.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 33.0 0.4 1.6 16.5 3.7 0.6 8.9 1.3Delay (s) 80.2 41.2 43.6 65.1 10.9 8.9 19.2 11.3Level of Service F D D E B A B BApproach Delay (s) 65.9 61.9 9.0 12.3Approach LOS E E A B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 171 613 51 50 1314 276 63 763 41 215 818 322Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.99 1.00 0.97 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4539 1598 4472 1598 3171 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4539 1598 4472 1598 3171 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 174 626 52 51 1341 282 64 779 42 219 835 329RTOR Reduction (vph) 0 8 0 0 25 0 0 3 0 0 0 186Lane Group Flow (vph) 174 670 0 51 1598 0 64 818 0 219 835 143Turn Type Prot NA Prot NA Prot NA Prot NA OverProtected Phases 3 4 3 4 1 6 5 2 3Permitted PhasesActuated Green, G (s) 10.0 31.5 10.0 31.5 31.0 34.0 31.0 34.0 10.0Effective Green, g (s) 10.0 31.5 10.0 31.5 31.0 34.0 31.0 34.0 10.0Actuated g/C Ratio 0.08 0.24 0.08 0.24 0.24 0.26 0.24 0.26 0.08Clearance Time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Grp Cap (vph) 123 1100 123 1084 381 829 381 836 110v/s Ratio Prot c0.11 0.15 0.03 c0.36 0.04 0.26 c0.14 c0.26 0.10v/s Ratio Permv/c Ratio 1.41 0.61 0.41 1.47 0.17 0.99 0.57 1.00 1.30Uniform Delay, d1 60.0 43.8 57.2 49.2 39.3 47.8 43.7 48.0 60.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 227.5 2.5 10.0 218.4 1.0 28.2 6.2 30.8 184.8Delay (s) 287.5 46.3 67.2 267.7 40.2 76.0 49.9 78.8 244.8Level of Service F D E F D E D E FApproach Delay (s) 95.6 261.6 73.4 113.7Approach LOS F F E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 79 698 92 297 1594 49 16 57 168 24 38 21Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 1.00 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4511 1598 4571 1598 1682 1430 1598 1594Flt Permitted 0.13 1.00 0.34 1.00 0.63 1.00 1.00 0.64 1.00Satd. Flow (perm) 216 4511 564 4571 1062 1682 1430 1083 1594Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 81 712 94 303 1627 50 16 58 171 24 39 21RTOR Reduction (vph) 0 9 0 0 2 0 0 0 20 0 19 0Lane Group Flow (vph) 81 797 0 303 1675 0 16 58 151 24 41 0Turn Type Perm NA Perm NA Perm NA custom Perm NAProtected Phases 2 2 4 4Permitted Phases 2 2 4 2 4Actuated Green, G (s) 95.0 95.0 95.0 95.0 7.9 7.9 95.0 7.9 7.9Effective Green, g (s) 95.0 95.0 95.0 95.0 7.9 7.9 95.0 7.9 7.9Actuated g/C Ratio 0.88 0.88 0.88 0.88 0.07 0.07 0.88 0.07 0.07Clearance Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 190 3972 497 4025 78 123 1259 79 117v/s Ratio Prot 0.18 0.37 c0.03 0.03v/s Ratio Perm 0.38 c0.54 0.02 0.11 0.02v/c Ratio 0.43 0.20 0.61 0.42 0.21 0.47 0.12 0.30 0.35Uniform Delay, d1 1.2 0.9 1.7 1.2 47.0 48.0 0.9 47.4 47.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.9 0.1 5.5 0.3 1.3 2.8 0.2 2.2 1.8Delay (s) 8.1 1.1 7.2 1.5 48.4 50.8 1.1 49.6 49.3Level of Service A A A A D D A D DApproach Delay (s) 1.7 2.4 15.9 49.4Approach LOS A A B D

Intersection SummaryHCM Average Control Delay 4.5 HCM Level of Service AHCM Volume to Capacity ratio 0.60Actuated Cycle Length (s) 107.9 Sum of lost time (s) 5.0Intersection Capacity Utilization 55.3% ICU Level of Service BAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 75 643 107 81 1837 165 39 170 47 106 189 102Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 0.95 0.95Frt 1.00 0.98 1.00 0.99 0.97 0.96Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99Satd. Flow (prot) 1598 4493 1598 4535 3084 3032Flt Permitted 0.95 1.00 0.95 1.00 0.79 0.74Satd. Flow (perm) 1598 4493 1598 4535 2441 2264Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 77 656 109 83 1874 168 40 173 48 108 193 104RTOR Reduction (vph) 0 19 0 0 9 0 0 21 0 0 36 0Lane Group Flow (vph) 77 746 0 83 2033 0 0 240 0 0 369 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 8.3 59.2 8.0 58.9 20.3 20.3Effective Green, g (s) 8.3 59.2 8.0 58.9 20.3 20.3Actuated g/C Ratio 0.08 0.59 0.08 0.59 0.20 0.20Clearance Time (s) 3.5 5.0 3.5 5.0 4.0 4.0Vehicle Extension (s) 3.0 5.0 1.5 5.0 3.0 3.0Lane Grp Cap (vph) 133 2660 128 2671 496 460v/s Ratio Prot 0.05 0.17 c0.05 c0.45v/s Ratio Perm 0.10 c0.16v/c Ratio 0.58 0.28 0.65 0.76 0.48 0.80Uniform Delay, d1 44.2 10.0 44.6 15.3 35.2 37.9Progression Factor 1.00 1.00 0.83 1.07 1.00 1.00Incremental Delay, d2 6.0 0.3 3.6 0.9 0.7 9.7Delay (s) 50.2 10.2 40.6 17.3 36.0 47.7Level of Service D B D B D DApproach Delay (s) 13.9 18.2 36.0 47.7Approach LOS B B D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 75 624 29 64 1950 115 63 87 40 92 83 114Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.99 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 0.97 1.00Satd. Flow (prot) 1598 4560 1598 4553 1647 1430 1639 1430Flt Permitted 0.95 1.00 0.95 1.00 0.82 1.00 0.75 1.00Satd. Flow (perm) 1598 4560 1598 4553 1378 1430 1266 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 77 637 30 65 1990 117 64 89 41 94 85 116RTOR Reduction (vph) 0 5 0 0 7 0 0 0 29 0 0 83Lane Group Flow (vph) 77 662 0 65 2100 0 0 153 12 0 179 33Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 11.1 53.1 6.8 48.8 28.1 28.1 28.1 28.1Effective Green, g (s) 11.1 53.1 6.8 48.8 28.1 28.1 28.1 28.1Actuated g/C Ratio 0.11 0.53 0.07 0.49 0.28 0.28 0.28 0.28Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Vehicle Extension (s) 4.0 5.0 1.5 5.0 3.0 3.0 4.0 4.0Lane Grp Cap (vph) 177 2421 109 2222 387 402 356 402v/s Ratio Prot c0.05 0.15 c0.04 c0.46v/s Ratio Perm 0.11 0.01 c0.14 0.02v/c Ratio 0.44 0.27 0.60 0.95 0.40 0.03 0.50 0.08Uniform Delay, d1 41.5 12.9 45.3 24.3 29.1 26.1 30.1 26.5Progression Factor 1.06 0.76 0.70 1.62 1.00 1.00 1.00 1.00Incremental Delay, d2 7.3 0.3 1.4 2.9 0.7 0.0 5.0 0.4Delay (s) 51.5 10.0 33.0 42.2 29.7 26.1 35.1 26.8Level of Service D A C D C C D CApproach Delay (s) 14.3 42.0 29.0 31.9Approach LOS B D C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 105 508 95 146 1854 142 77 688 55 99 644 191Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.98 1.00 0.99 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4483 1598 4542 1598 3195 1430 1598 3086Flt Permitted 0.95 1.00 0.95 1.00 0.16 1.00 1.00 0.24 1.00Satd. Flow (perm) 1598 4483 1598 4542 264 3195 1430 401 3086Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 107 518 97 149 1892 145 79 702 56 101 657 195RTOR Reduction (vph) 0 25 0 0 9 0 0 0 37 0 29 0Lane Group Flow (vph) 107 590 0 149 2028 0 79 702 19 101 823 0Turn Type Prot NA Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8Actuated Green, G (s) 9.0 40.1 12.0 43.1 33.4 33.4 33.4 33.4 33.4Effective Green, g (s) 9.0 40.1 12.0 43.1 33.4 33.4 33.4 33.4 33.4Actuated g/C Ratio 0.09 0.40 0.12 0.43 0.33 0.33 0.33 0.33 0.33Clearance Time (s) 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 144 1798 192 1958 88 1067 478 134 1031v/s Ratio Prot 0.07 0.13 c0.09 c0.45 0.22 0.27v/s Ratio Perm c0.30 0.01 0.25v/c Ratio 0.74 0.33 0.78 1.04 0.90 0.66 0.04 0.75 0.80Uniform Delay, d1 44.4 20.7 42.7 28.4 31.7 28.4 22.5 29.6 30.2Progression Factor 0.96 1.22 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 16.0 0.5 16.2 30.3 62.7 1.5 0.0 21.1 4.4Delay (s) 58.6 25.6 58.9 58.8 94.3 29.9 22.5 50.7 34.6Level of Service E C E E F C C D CApproach Delay (s) 30.5 58.8 35.5 36.3Approach LOS C E D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 23 642 34 34 1931 82 112 202 27 120 120 77Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.99 0.99 1.00 0.94Flt Protected 0.95 1.00 0.95 1.00 0.98 0.95 1.00Satd. Flow (prot) 1598 4556 1598 4563 1637 1598 1583Flt Permitted 0.95 1.00 0.95 1.00 0.73 0.45 1.00Satd. Flow (perm) 1598 4556 1598 4563 1211 752 1583Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 23 655 35 35 1970 84 114 206 28 122 122 79RTOR Reduction (vph) 0 5 0 0 4 0 0 3 0 0 25 0Lane Group Flow (vph) 23 685 0 35 2050 0 0 345 0 122 176 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 2.0 53.8 4.0 55.8 30.7 30.7 30.7Effective Green, g (s) 2.0 53.8 4.0 55.8 30.7 30.7 30.7Actuated g/C Ratio 0.02 0.54 0.04 0.56 0.31 0.31 0.31Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 32 2439 64 2533 370 230 484v/s Ratio Prot 0.01 0.15 c0.02 c0.45 0.11v/s Ratio Perm c0.28 0.16v/c Ratio 0.72 0.28 0.55 0.81 0.93 0.53 0.36Uniform Delay, d1 49.0 12.8 47.4 18.1 33.9 28.9 27.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 48.0 0.3 5.0 2.9 29.8 2.3 0.5Delay (s) 96.9 13.1 52.4 21.0 63.7 31.3 27.7Level of Service F B D C E C CApproach Delay (s) 15.8 21.5 63.7 29.1Approach LOS B C E C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 42 726 14 88 2268 260 20 94 103 231 77 61Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 0.95 0.95Frt 1.00 1.00 1.00 0.98 0.93 0.98Flt Protected 0.95 1.00 0.95 1.00 1.00 0.97Satd. Flow (prot) 1598 4579 1598 4521 2954 3022Flt Permitted 0.95 1.00 0.95 1.00 0.90 0.67Satd. Flow (perm) 1598 4579 1598 4521 2681 2083Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 43 741 14 90 2314 265 20 96 105 236 79 62RTOR Reduction (vph) 0 2 0 0 12 0 0 82 0 0 17 0Lane Group Flow (vph) 43 753 0 90 2567 0 0 139 0 0 360 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 3.6 57.5 8.5 62.4 21.5 21.5Effective Green, g (s) 3.6 57.5 8.5 62.4 21.5 21.5Actuated g/C Ratio 0.04 0.58 0.08 0.62 0.22 0.22Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 2.5 5.0 3.0 3.0Lane Grp Cap (vph) 58 2633 136 2821 576 448v/s Ratio Prot 0.03 0.16 c0.06 c0.57v/s Ratio Perm 0.05 c0.17v/c Ratio 0.74 0.29 0.66 0.91 0.24 1.08dlUniform Delay, d1 47.7 10.8 44.4 16.4 32.5 37.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 35.5 0.3 10.4 5.7 0.2 10.0Delay (s) 83.2 11.1 54.7 22.0 32.7 47.2Level of Service F B D C C DApproach Delay (s) 15.0 23.1 32.7 47.2Approach LOS B C C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 90 717 237 177 1596 79 801 720 140 101 701 299Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 0.95 1.00 0.97 0.95Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4420 1598 4559 3100 3195 1430 3100 3052Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 4420 1598 4559 3100 3195 1430 3100 3052Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 92 732 242 181 1629 81 817 735 143 103 715 305RTOR Reduction (vph) 0 50 0 0 4 0 0 0 82 0 40 0Lane Group Flow (vph) 92 924 0 181 1706 0 817 735 61 103 980 0Turn Type Prot NA Prot NA Prot NA Perm Prot NAProtected Phases 3 8 7 4 1 6 5 2Permitted Phases 6Actuated Green, G (s) 6.5 28.0 14.5 36.0 23.5 51.0 51.0 7.5 35.0Effective Green, g (s) 6.5 28.0 14.5 36.0 23.5 51.0 51.0 7.5 35.0Actuated g/C Ratio 0.05 0.23 0.12 0.30 0.20 0.42 0.42 0.06 0.29Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Vehicle Extension (s) 2.0 5.5 2.0 5.5 2.0 5.5 5.5 2.0 5.5Lane Grp Cap (vph) 87 1031 193 1368 607 1358 608 194 890v/s Ratio Prot 0.06 0.21 c0.11 c0.37 c0.26 0.23 0.03 c0.32v/s Ratio Perm 0.04v/c Ratio 1.06 0.90 0.94 1.25 1.35 0.54 0.10 0.53 1.10Uniform Delay, d1 56.8 44.6 52.3 42.0 48.2 25.8 20.7 54.5 42.5Progression Factor 1.00 1.00 0.96 0.92 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 113.0 11.1 38.0 115.8 166.5 1.6 0.3 1.4 61.9Delay (s) 169.7 55.7 88.4 154.2 214.7 27.3 21.0 55.9 104.4Level of Service F E F F F C C E FApproach Delay (s) 65.5 147.9 117.1 99.9Approach LOS E F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 18 989 29 102 2043 73 74 6 29 161 13 18Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 6.0 3.5 6.0 4.0 6.0 4.0Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.85 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 0.96 1.00 0.96Satd. Flow (prot) 1598 4591 1430 1598 4568 1607 1430 1594Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.74 1.00 0.69Satd. Flow (perm) 1598 4591 1430 1598 4568 1237 1430 1143Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 18 1009 30 104 2085 74 76 6 30 164 13 18RTOR Reduction (vph) 0 0 12 0 2 0 0 0 10 0 3 0Lane Group Flow (vph) 18 1009 18 104 2157 0 0 82 20 0 192 0Turn Type Prot NA Perm Prot NA Perm NA custom Perm NAProtected Phases 1 6 5 2 8 4Permitted Phases 6 8 2 4Actuated Green, G (s) 2.5 70.1 70.1 11.6 79.2 24.8 79.2 24.8Effective Green, g (s) 2.5 70.1 70.1 11.6 79.2 24.8 79.2 24.8Actuated g/C Ratio 0.02 0.58 0.58 0.10 0.66 0.21 0.66 0.21Clearance Time (s) 3.5 6.0 6.0 3.5 6.0 4.0 6.0 4.0Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 5.0 3.0Lane Grp Cap (vph) 33 2682 835 154 3015 256 944 236v/s Ratio Prot 0.01 0.22 c0.07 c0.47v/s Ratio Perm 0.01 0.07 0.01 c0.17v/c Ratio 0.55 0.38 0.02 0.68 0.72 0.32 0.02 0.81Uniform Delay, d1 58.2 13.3 10.5 52.4 13.1 40.4 7.0 45.4Progression Factor 1.41 0.26 0.01 0.71 2.01 1.00 1.00 1.00Incremental Delay, d2 6.6 0.3 0.0 0.8 0.1 0.7 0.0 18.8Delay (s) 88.6 3.8 0.2 38.0 26.5 41.2 7.1 64.2Level of Service F A A D C D A EApproach Delay (s) 5.1 27.0 32.0 64.2Approach LOS A C C E








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 182 1148 50 119 1806 94 122 475 96 392 544 245Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 0.97 0.95Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4563 1598 4557 1598 1682 1430 3100 3047Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 4563 1598 4557 1598 1682 1430 3100 3047Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 186 1171 51 121 1843 96 124 485 98 400 555 250RTOR Reduction (vph) 0 4 0 0 5 0 0 0 67 0 43 0Lane Group Flow (vph) 186 1218 0 121 1934 0 124 485 31 400 762 0Turn Type Prot NA custom NA Prot NA Prot Prot NAProtected Phases 1 6 5 2 7 4 4 3 8Permitted Phases 5Actuated Green, G (s) 12.5 46.9 11.6 46.0 10.5 30.0 30.0 13.5 33.0Effective Green, g (s) 12.5 46.9 11.6 46.0 10.5 30.0 30.0 13.5 33.0Actuated g/C Ratio 0.10 0.39 0.10 0.38 0.09 0.25 0.25 0.11 0.28Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Vehicle Extension (s) 1.5 5.5 1.5 5.5 1.5 5.0 5.0 1.5 5.0Lane Grp Cap (vph) 166 1783 154 1747 140 421 358 349 838v/s Ratio Prot c0.12 0.27 0.08 c0.42 0.08 c0.29 0.02 c0.13 c0.25v/s Ratio Permv/c Ratio 1.12 0.68 0.79 1.11 0.89 1.15 0.09 1.15 0.91Uniform Delay, d1 53.8 30.4 53.0 37.0 54.2 45.0 34.5 53.2 42.1Progression Factor 0.71 1.23 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 91.4 1.3 21.1 57.2 42.7 92.4 0.2 94.0 14.4Delay (s) 129.4 38.7 74.1 94.2 96.8 137.4 34.7 147.3 56.4Level of Service F D E F F F C F EApproach Delay (s) 50.7 93.0 116.1 86.6Approach LOS D F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 105 1022 422 156 1891 134 287 254 452 321 324 619Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4390 1598 4546 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4390 1598 4546 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 107 1043 431 159 1930 137 293 259 461 328 331 632RTOR Reduction (vph) 0 82 0 0 9 0 0 0 115 0 0 98Lane Group Flow (vph) 107 1392 0 159 2058 0 293 259 346 328 331 534Turn Type Prot NA Prot NA Prot NA Perm Prot NA PermProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 4 8Actuated Green, G (s) 5.5 29.0 6.5 30.0 9.5 24.0 24.0 13.5 28.0 28.0Effective Green, g (s) 5.5 29.0 6.5 30.0 9.5 24.0 24.0 13.5 28.0 28.0Actuated g/C Ratio 0.06 0.32 0.07 0.33 0.10 0.27 0.27 0.15 0.31 0.31Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Vehicle Extension (s) 0.2 5.0 0.2 5.0 1.5 4.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 97 1407 115 1507 168 847 379 238 989 442v/s Ratio Prot 0.07 0.32 c0.10 c0.45 c0.18 0.08 c0.21 0.10v/s Ratio Perm 0.24 c0.37v/c Ratio 1.10 0.99 1.38 1.37 1.74 0.31 0.91 1.38 0.33 1.21Uniform Delay, d1 42.5 30.6 42.0 30.2 40.5 26.6 32.2 38.5 24.1 31.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 121.9 21.6 217.0 169.0 358.3 0.4 26.6 194.3 0.3 113.2Delay (s) 164.4 52.1 259.0 199.2 398.8 26.9 58.9 232.8 24.4 144.4Level of Service F D F F F C E F C FApproach Delay (s) 59.7 203.5 149.0 136.1Approach LOS E F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 142 1137 310 100 1530 187 251 568 37 253 761 288Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Lane Util. Factor 1.00 0.91 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.97 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4444 1598 3143 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.20 1.00 1.00 0.22 1.00 1.00Satd. Flow (perm) 1598 4444 1598 3143 332 3195 1430 368 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 145 1160 316 102 1561 191 256 580 38 258 777 294RTOR Reduction (vph) 0 53 0 0 10 0 0 0 29 0 0 101Lane Group Flow (vph) 145 1423 0 102 1742 0 256 580 9 258 777 193Turn Type Prot NA Prot NA pm+pt NA Perm pm+pt NA PermProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 4 4 8 8Actuated Green, G (s) 5.4 32.8 7.6 34.5 26.6 20.6 20.6 34.6 24.6 24.6Effective Green, g (s) 5.4 32.8 7.6 34.5 26.6 20.6 20.6 34.6 24.6 24.6Actuated g/C Ratio 0.06 0.36 0.08 0.38 0.30 0.23 0.23 0.38 0.27 0.27Clearance Time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Vehicle Extension (s) 1.5 5.0 1.5 5.0 2.5 3.0 3.0 2.5 3.0 3.0Lane Grp Cap (vph) 96 1620 135 1205 183 731 327 278 873 391v/s Ratio Prot c0.09 0.32 0.06 c0.55 c0.09 0.18 c0.10 0.24v/s Ratio Perm c0.32 0.01 0.25 0.14v/c Ratio 1.51 0.88 0.76 1.45 1.40 0.79 0.03 0.93 0.89 0.49Uniform Delay, d1 42.3 26.7 40.3 27.8 28.9 32.7 26.9 22.4 31.4 27.5Progression Factor 1.00 1.00 0.87 1.47 0.85 0.89 1.14 1.00 1.00 1.00Incremental Delay, d2 275.9 7.1 2.0 200.8 206.2 5.3 0.0 35.0 11.2 1.0Delay (s) 318.2 33.8 37.1 241.6 230.7 34.2 30.6 57.4 42.6 28.5Level of Service F C D F F C C E D CApproach Delay (s) 59.3 230.3 91.6 42.3Approach LOS E F F D




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 30 506 937 401 0 1068Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 5.0 5.0 5.0Lane Util. Factor 0.97 0.95 1.00 0.95Frt 0.86 1.00 0.85 1.00Flt Protected 1.00 1.00 1.00 1.00Satd. Flow (prot) 2793 3195 1430 3195Flt Permitted 1.00 1.00 1.00 1.00Satd. Flow (perm) 2793 3195 1430 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 31 516 956 409 0 1090RTOR Reduction (vph) 91 0 0 134 0 0Lane Group Flow (vph) 456 0 956 275 0 1090Turn Type NA NA Perm NAProtected Phases 4 2 2Permitted Phases 2Actuated Green, G (s) 19.9 60.6 60.6 60.6Effective Green, g (s) 19.9 60.6 60.6 60.6Actuated g/C Ratio 0.22 0.67 0.67 0.67Clearance Time (s) 4.5 5.0 5.0 5.0Vehicle Extension (s) 3.0 5.5 5.5 5.5Lane Grp Cap (vph) 618 2151 963 2151v/s Ratio Prot c0.16 0.30 c0.34v/s Ratio Perm 0.19v/c Ratio 1.25dr 0.44 0.29 0.51Uniform Delay, d1 32.6 6.9 5.9 7.3Progression Factor 0.46 1.00 1.00 2.29Incremental Delay, d2 1.1 0.7 0.7 0.4Delay (s) 16.2 7.5 6.7 17.1Level of Service B A A BApproach Delay (s) 16.2 7.3 17.1Approach LOS B A B

Intersection SummaryHCM Average Control Delay 12.5 HCM Level of Service BHCM Volume to Capacity ratio 0.56Actuated Cycle Length (s) 90.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 55.7% ICU Level of Service BAnalysis Period (min) 15dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 127 1286 44 94 1574 91 58 181 140 117 425 217Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 5.0 3.5 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 0.94 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.99 0.99Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 2996 3035Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.62 0.75Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 1859 2303Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 130 1312 45 96 1606 93 59 185 143 119 434 221RTOR Reduction (vph) 0 0 23 0 0 39 0 94 0 0 48 0Lane Group Flow (vph) 130 1312 22 96 1606 54 0 293 0 0 726 0Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NAProtected Phases 1 6 5 2 4 4Permitted Phases 6 2 4 4Actuated Green, G (s) 9.1 44.9 44.9 6.6 42.4 42.4 25.0 25.0Effective Green, g (s) 9.1 44.9 44.9 6.6 42.4 42.4 25.0 25.0Actuated g/C Ratio 0.10 0.50 0.50 0.07 0.47 0.47 0.28 0.28Clearance Time (s) 3.5 5.0 5.0 3.5 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 162 1594 713 117 1505 674 516 640v/s Ratio Prot c0.08 0.41 0.06 c0.50v/s Ratio Perm 0.02 0.04 0.16 c0.32v/c Ratio 0.80 0.82 0.03 0.82 1.07 0.08 0.57 1.13Uniform Delay, d1 39.6 19.2 11.5 41.1 23.8 13.1 27.9 32.5Progression Factor 0.76 1.86 3.41 1.00 1.00 1.00 1.03 1.00Incremental Delay, d2 13.3 2.7 0.0 33.6 43.4 0.2 2.2 78.9Delay (s) 43.2 38.4 39.2 74.7 67.2 13.3 30.8 111.4Level of Service D D D E E B C FApproach Delay (s) 38.9 64.8 30.8 111.4Approach LOS D E C F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 87 1069 354 86 1441 136 236 310 82 209 614 197Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 5.5 3.5 5.5 5.5 5.0 5.0 4.0 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 3100 3095 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 3100 3095 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 89 1091 361 88 1470 139 241 316 84 213 627 201RTOR Reduction (vph) 0 0 117 0 0 33 0 19 0 0 0 119Lane Group Flow (vph) 89 1091 244 88 1470 106 241 381 0 213 627 82Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA PermProtected Phases 1 6 5 2 4 8 7 3Permitted Phases 6 2 3Actuated Green, G (s) 9.6 58.4 58.4 9.4 58.2 58.2 20.4 24.1 19.3 23.5 23.5Effective Green, g (s) 9.6 58.4 58.4 9.4 58.2 58.2 20.4 24.1 19.3 23.5 23.5Actuated g/C Ratio 0.07 0.45 0.45 0.07 0.45 0.45 0.16 0.19 0.15 0.18 0.18Clearance Time (s) 3.5 5.5 5.5 3.5 5.5 5.5 5.0 5.0 4.0 3.5 3.5Vehicle Extension (s) 1.5 5.5 5.5 1.5 5.5 5.5 5.0 5.0 1.5 1.5 1.5Lane Grp Cap (vph) 119 1444 646 116 1439 644 489 577 239 581 260v/s Ratio Prot c0.06 0.34 0.06 c0.46 0.08 c0.12 0.13 c0.20v/s Ratio Perm 0.17 0.07 0.06v/c Ratio 0.75 0.76 0.38 0.76 1.02 0.16 0.49 0.66 0.89 1.08 0.32Uniform Delay, d1 58.6 29.5 23.4 58.8 35.5 21.1 49.7 48.8 53.9 52.8 45.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 19.9 3.7 1.7 21.9 29.3 0.6 1.6 3.7 30.5 60.5 0.3Delay (s) 78.5 33.2 25.1 80.7 64.8 21.6 51.3 52.5 84.4 113.3 46.1Level of Service E C C F E C D D F F DApproach Delay (s) 33.9 62.1 52.1 94.4Approach LOS C E D F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 59 607 413 70 922 45 712 246 123 31 67 26Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 0.95 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 0.98 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3173 1518 1559 1430 1454 2930Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 0.98 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 1598 3173 1518 1559 1430 1454 2930Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 60 619 421 71 941 46 727 251 126 32 68 27RTOR Reduction (vph) 0 0 272 0 3 0 0 0 26 0 26 0Lane Group Flow (vph) 60 619 149 71 984 0 480 498 100 29 72 0Turn Type Prot NA Perm Prot NA Split NA Perm Split NAProtected Phases 5 2 1 6 4 4 8 8Permitted Phases 2 4Actuated Green, G (s) 11.0 49.5 49.5 11.0 49.5 54.0 54.0 54.0 7.0 7.0Effective Green, g (s) 11.0 49.5 49.5 11.0 49.5 54.0 54.0 54.0 7.0 7.0Actuated g/C Ratio 0.08 0.35 0.35 0.08 0.35 0.39 0.39 0.39 0.05 0.05Clearance Time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Grp Cap (vph) 126 1130 506 126 1122 586 601 552 73 147v/s Ratio Prot 0.04 0.19 c0.04 c0.31 0.32 c0.32 0.02 c0.02v/s Ratio Perm 0.10 0.07v/c Ratio 0.48 0.55 0.29 0.56 0.88 0.82 0.83 0.18 0.40 0.49Uniform Delay, d1 61.7 36.3 32.6 62.2 42.4 38.6 38.8 28.4 64.5 64.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.20 1.20 1.65 1.00 1.00Incremental Delay, d2 12.3 1.9 1.5 17.0 9.8 1.2 1.3 0.1 15.4 11.3Delay (s) 74.1 38.2 34.1 79.2 52.2 47.6 47.8 46.8 79.8 76.1Level of Service E D C E D D D D E EApproach Delay (s) 38.6 54.0 47.6 76.9Approach LOS D D D E









Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1Volume Total 184 390 202 45 712 390 32 48Volume Left 184 0 0 45 0 0 7 8Volume Right 0 0 7 0 0 35 10 36cSH 585 1700 1700 1028 1700 1700 87 298Volume to Capacity 0.31 0.23 0.12 0.04 0.42 0.23 0.37 0.16Queue Length 95th (ft) 33 0 0 3 0 0 36 14Control Delay (s) 14.0 0.0 0.0 8.7 0.0 0.0 68.8 19.4Lane LOS B A F CApproach Delay (s) 3.3 0.3 68.8 19.4Approach LOS F C




Movement EBL2 EBL EBR EBR2 NBL2 NBL NBT NBR SBL SBT SBR SBR2Lane ConfigurationsVolume (vph) 65 117 444 12 226 0 256 105 58 451 113 18Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.7 5.4 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 1.00 0.76 1.00 1.00 1.00 0.91 0.91Frt 1.00 0.85 1.00 1.00 0.85 0.97 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 1598 3259 1598 1682 1430 2963 1301Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.88 1.00Satd. Flow (perm) 1598 3259 1598 1682 1430 2625 1301Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 66 119 453 12 231 0 261 107 59 460 115 18RTOR Reduction (vph) 0 0 2 0 0 0 0 96 0 0 0 13Lane Group Flow (vph) 0 185 463 0 0 231 261 11 0 636 0 3Turn Type Split NA custom Split Split NA Perm Perm NA PermProtected Phases 1 1 6 7 7 7 8Permitted Phases 7 8 8Actuated Green, G (s) 12.3 33.7 15.4 15.4 15.4 32.4 32.4Effective Green, g (s) 12.3 33.7 15.4 15.4 15.4 32.4 32.4Actuated g/C Ratio 0.08 0.23 0.10 0.10 0.10 0.22 0.22Clearance Time (s) 4.7 5.4 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 2.5 2.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 132 739 165 174 148 572 283v/s Ratio Prot c0.12 0.14 0.14 c0.16v/s Ratio Perm 0.01 c0.24 0.00v/c Ratio 1.40 0.63 1.40 1.50 0.07 1.11 0.01Uniform Delay, d1 68.2 51.8 66.6 66.6 60.2 58.1 45.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 219.8 4.0 212.4 252.6 0.2 72.2 0.0Delay (s) 288.0 55.8 279.0 319.3 60.4 130.3 45.6Level of Service F E F F E F DApproach Delay (s) 121.9 257.5 128.2Approach LOS F F F




Movement SET SER SER2 NWL2 NWL NWT NWRLane ConfigurationsVolume (vph) 568 237 72 143 750 943 76Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.9 4.9 4.2 4.9 4.9Lane Util. Factor 0.86 0.86 1.00 0.97 0.95Frt 0.95 0.85 1.00 1.00 0.99Flt Protected 1.00 1.00 0.95 0.95 1.00Satd. Flow (prot) 4144 1229 1598 3100 3160Flt Permitted 1.00 1.00 0.95 0.95 1.00Satd. Flow (perm) 4144 1229 1598 3100 3160Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 580 242 73 146 765 962 78RTOR Reduction (vph) 1 0 54 0 0 4 0Lane Group Flow (vph) 828 0 12 146 765 1036 0Turn Type NA Perm Prot Prot NAProtected Phases 4 5 2 2 4Permitted Phases 4Actuated Green, G (s) 27.1 27.1 16.4 37.8 69.8Effective Green, g (s) 27.1 27.1 16.4 37.8 69.8Actuated g/C Ratio 0.18 0.18 0.11 0.25 0.47Clearance Time (s) 4.9 4.9 4.2 4.9Vehicle Extension (s) 5.0 5.0 1.5 2.0Lane Grp Cap (vph) 755 224 176 788 1483v/s Ratio Prot c0.20 0.09 c0.25 0.33v/s Ratio Perm 0.01v/c Ratio 1.10 0.05 0.83 0.97 0.70Uniform Delay, d1 60.8 50.2 64.8 54.9 31.1Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 62.5 0.2 25.3 25.7 1.9Delay (s) 123.3 50.4 90.1 80.6 33.0Level of Service F D F F CApproach Delay (s) 117.9 55.9Approach LOS F E








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 259 86 214 8 0 48 0 1155 15 65 438 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 4.9 4.1 4.9Lane Util. Factor 0.95 0.95 1.00 1.00 0.88 0.91 0.97 0.95Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 1.00Flt Protected 0.95 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1518 1558 1430 1598 2516 4583 3100 3195Flt Permitted 0.95 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1518 1558 1430 1598 2516 4583 3100 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 264 88 218 8 0 49 0 1179 15 66 447 0RTOR Reduction (vph) 0 0 159 0 0 47 0 1 0 0 0 0Lane Group Flow (vph) 174 178 59 8 0 2 0 1193 0 66 447 0Turn Type Split NA Perm Prot custom NA Prot NAProtected Phases 7 7 8 8 2 1 6Permitted Phases 7Actuated Green, G (s) 23.7 23.7 23.7 2.9 2.9 37.3 4.8 46.2Effective Green, g (s) 23.7 23.7 23.7 2.9 2.9 37.3 4.8 46.2Actuated g/C Ratio 0.27 0.27 0.27 0.03 0.03 0.43 0.06 0.53Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 4.9 4.1 4.9Vehicle Extension (s) 2.0 2.0 2.0 1.5 1.5 6.0 1.5 6.0Lane Grp Cap (vph) 414 425 390 53 84 1967 171 1699v/s Ratio Prot c0.11 0.11 c0.01 0.00 c0.26 c0.02 0.14v/s Ratio Perm 0.04v/c Ratio 0.42 0.42 0.15 0.15 0.02 0.61 0.39 0.26Uniform Delay, d1 26.0 25.9 24.0 40.8 40.6 19.1 39.6 11.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.1 3.0 0.8 0.5 0.0 1.4 0.5 0.4Delay (s) 29.1 29.0 24.8 41.3 40.7 20.5 40.2 11.5Level of Service C C C D D C D BApproach Delay (s) 27.4 40.7 20.5 15.2Approach LOS C D C B













Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2Volume Total 82 81 81 173 145 4 28Volume Left 82 0 0 0 0 4 0Volume Right 0 0 0 0 58 0 28cSH 1183 1700 1700 1700 1700 426 833Volume to Capacity 0.07 0.05 0.05 0.10 0.09 0.01 0.03Queue Length 95th (ft) 6 0 0 0 0 1 3Control Delay (s) 8.3 0.0 0.0 0.0 0.0 13.5 9.5Lane LOS A B AApproach Delay (s) 2.8 0.0 10.0Approach LOS A
















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 11 14 32 76 12 855 33 1377 240 128 1136 3Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 0.91 1.00 0.95Frt 1.00 0.89 1.00 0.85 0.85 1.00 0.98 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1505 1598 1365 1358 1598 4489 1598 3194Flt Permitted 0.21 1.00 0.73 1.00 1.00 0.24 1.00 0.95 1.00Satd. Flow (perm) 360 1505 1222 1365 1358 410 4489 1598 3194Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 11 14 33 78 12 872 34 1405 245 131 1159 3RTOR Reduction (vph) 0 26 0 0 253 253 0 25 0 0 0 0Lane Group Flow (vph) 11 21 0 78 186 192 34 1625 0 131 1162 0Turn Type Perm NA Perm NA Perm Perm NA Prot NAProtected Phases 4 8 2 1 6Permitted Phases 4 8 8 2Actuated Green, G (s) 18.7 18.7 18.7 18.7 18.7 39.4 39.4 11.0 54.4Effective Green, g (s) 18.7 18.7 18.7 18.7 18.7 39.4 39.4 11.0 54.4Actuated g/C Ratio 0.23 0.23 0.23 0.23 0.23 0.47 0.47 0.13 0.66Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 5.5 5.5 3.0 5.5Lane Grp Cap (vph) 81 339 275 308 306 195 2131 212 2093v/s Ratio Prot 0.01 0.14 c0.36 0.08 c0.36v/s Ratio Perm 0.03 0.06 c0.14 0.08v/c Ratio 0.14 0.06 0.28 0.61 0.63 0.17 0.76 0.62 0.56Uniform Delay, d1 25.7 25.3 26.6 28.8 29.0 12.5 18.0 34.0 7.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.0 0.1 0.8 3.9 4.5 1.9 2.6 5.3 1.1Delay (s) 26.7 25.4 27.4 32.7 33.6 14.4 20.6 39.3 8.8Level of Service C C C C C B C D AApproach Delay (s) 25.6 32.7 20.5 11.9Approach LOS C C C B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 303 35 113 9 30 99 51 1195 36 82 375 746Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.97 0.95 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 0.96 1.00 0.99 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1537 1430 1663 1430 3100 3181 1598 3195 1430Flt Permitted 0.95 0.96 1.00 0.99 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1537 1430 1663 1430 3100 3181 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 309 36 115 9 31 101 52 1219 37 84 383 761RTOR Reduction (vph) 0 0 109 0 0 93 0 1 0 0 0 327Lane Group Flow (vph) 173 172 6 0 40 8 52 1255 0 84 383 434Turn Type Split NA Over Split NA Perm Prot NA Prot NA PermProtected Phases 8 8 1 7 7 1 6 5 2Permitted Phases 7 2Actuated Green, G (s) 19.0 19.0 7.2 10.1 10.1 7.2 68.3 12.0 73.0 73.0Effective Green, g (s) 19.0 19.0 7.2 10.1 10.1 7.2 68.3 12.0 73.0 73.0Actuated g/C Ratio 0.15 0.15 0.06 0.08 0.08 0.06 0.53 0.09 0.57 0.57Clearance Time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 3.0 6.0 6.0Lane Grp Cap (vph) 225 228 80 131 113 174 1697 150 1822 816v/s Ratio Prot c0.11 0.11 0.00 c0.02 0.02 c0.39 c0.05 0.12v/s Ratio Perm 0.01 0.30v/c Ratio 0.77 0.75 0.08 0.31 0.07 0.30 0.74 0.56 0.21 0.53Uniform Delay, d1 52.4 52.3 57.3 55.6 54.6 58.0 23.0 55.5 13.4 17.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 13.2 11.8 0.2 0.5 0.1 0.4 2.9 4.7 0.3 2.5Delay (s) 65.6 64.1 57.4 56.1 54.7 58.3 25.9 60.2 13.7 19.4Level of Service E E E E D E C E B BApproach Delay (s) 63.0 55.1 27.2 20.4Approach LOS E E C C













Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 41 39 482 48 377 203 132 877 78 69 835 70Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 0.95 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1682 1430 3029 1598 3156 1598 3159Flt Permitted 0.32 1.00 1.00 0.93 0.22 1.00 0.20 1.00Satd. Flow (perm) 534 1682 1430 2826 373 3156 339 3159Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 42 40 492 49 385 207 135 895 80 70 852 71RTOR Reduction (vph) 0 0 64 0 56 0 0 7 0 0 6 0Lane Group Flow (vph) 42 40 428 0 585 0 135 968 0 70 917 0Turn Type Perm NA Perm Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 4 8 2 6Actuated Green, G (s) 41.9 41.9 41.9 41.9 49.1 49.1 49.1 49.1Effective Green, g (s) 41.9 41.9 41.9 41.9 49.1 49.1 49.1 49.1Actuated g/C Ratio 0.42 0.42 0.42 0.42 0.49 0.49 0.49 0.49Clearance Time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 7.0 7.0 7.0 7.0Lane Grp Cap (vph) 224 705 599 1184 183 1550 166 1551v/s Ratio Prot 0.02 0.31 0.29v/s Ratio Perm 0.08 c0.30 0.21 c0.36 0.21v/c Ratio 0.19 0.06 0.71 0.49 0.74 0.62 0.42 0.59Uniform Delay, d1 18.3 17.3 24.1 21.3 20.3 18.7 16.3 18.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.8 0.2 7.1 1.5 21.2 1.6 7.7 1.7Delay (s) 20.2 17.4 31.2 22.8 41.5 20.3 24.0 19.9Level of Service C B C C D C C BApproach Delay (s) 29.5 22.8 22.8 20.2Approach LOS C C C C








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 119 18 324 44 39 21 267 773 6 7 1556 135Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 3.5 3.5 3.5 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.85 0.97 1.00 1.00 1.00 1.00 0.85Flt Protected 0.96 1.00 0.98 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1612 1430 1603 1598 3192 1598 3195 1430Flt Permitted 0.68 1.00 0.84 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1135 1430 1373 1598 3192 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 121 18 331 45 40 21 272 789 6 7 1588 138RTOR Reduction (vph) 0 0 151 0 12 0 0 0 0 0 0 78Lane Group Flow (vph) 0 139 180 0 94 0 272 795 0 7 1588 60Turn Type Perm NA Perm Perm NA Prot NA Prot NA PermProtected Phases 4 4 1 6 5 2Permitted Phases 4 4 4 2Actuated Green, G (s) 15.7 15.7 15.7 17.8 52.0 0.8 35.0 35.0Effective Green, g (s) 15.7 15.7 15.7 17.8 52.0 0.8 35.0 35.0Actuated g/C Ratio 0.20 0.20 0.20 0.22 0.65 0.01 0.43 0.43Clearance Time (s) 3.5 3.5 3.5 3.5 5.0 3.5 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 2.0 2.0 2.0 3.0 3.0Lane Grp Cap (vph) 221 279 268 353 2062 16 1389 622v/s Ratio Prot c0.17 0.25 0.00 c0.50v/s Ratio Perm 0.12 c0.13 0.07 0.04v/c Ratio 0.63 0.64 0.35 0.77 0.39 0.44 1.14 0.10Uniform Delay, d1 29.7 29.8 28.0 29.4 6.7 39.6 22.8 13.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.5 5.0 0.8 9.1 0.5 6.8 73.5 0.3Delay (s) 35.2 34.9 28.8 38.6 7.3 46.4 96.3 13.7Level of Service D C C D A D F BApproach Delay (s) 35.0 28.8 15.2 89.5Approach LOS C C B F










Intersection SummaryHCM Average Control Delay 106.6 HCM Level of Service FHCM Volume to Capacity ratio 0.88Actuated Cycle Length (s) 50.0 Sum of lost time (s) 9.8Intersection Capacity Utilization 71.9% ICU Level of Service CAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 471 58 473 79 130 29 471 1098 40 86 657 890Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Lane Util. Factor 0.95 0.91 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.93 0.85 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 0.98 1.00 0.98 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1399 1358 1627 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 0.98 1.00 0.74 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1399 1358 1231 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 481 59 483 81 133 30 481 1120 41 88 670 908RTOR Reduction (vph) 0 36 250 0 6 0 0 0 25 0 0 426Lane Group Flow (vph) 356 307 74 0 238 0 481 1120 16 88 670 482Turn Type Split NA Prot Perm NA Prot NA Perm Prot NA PermProtected Phases 7 7 7 8 5 2 1 6Permitted Phases 8 2 6Actuated Green, G (s) 19.4 19.4 19.4 9.4 14.3 33.4 33.4 5.3 24.4 24.4Effective Green, g (s) 19.4 19.4 19.4 9.4 14.3 33.4 33.4 5.3 24.4 24.4Actuated g/C Ratio 0.23 0.23 0.23 0.11 0.17 0.39 0.39 0.06 0.29 0.29Clearance Time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 7.0 7.0 2.0 7.0 7.0Lane Grp Cap (vph) 346 319 310 136 269 1255 562 100 917 410v/s Ratio Prot c0.23 0.22 0.05 c0.30 0.35 0.06 0.21v/s Ratio Perm c0.19 0.01 c0.34v/c Ratio 1.03 0.96 0.24 1.75 1.79 0.89 0.03 0.88 0.73 1.18Uniform Delay, d1 32.8 32.4 26.8 37.8 35.4 24.1 15.8 39.5 27.3 30.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 56.0 41.5 1.8 365.3 369.2 9.9 0.1 52.5 5.1 102.2Delay (s) 88.8 73.9 28.6 403.1 404.6 34.0 15.9 92.0 32.4 132.5Level of Service F E C F F C B F C FApproach Delay (s) 64.7 403.1 142.1 90.1Approach LOS E F F F



Future TSM 2035 PM Synchro 8 ReportPage 1





Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 205 238 18 62 105 211 39 1261 80 359 1352 91Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 4.5 5.0 4.5 4.5 3.5 4.5 3.5 4.5 4.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.95 1.00Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 1664 1598 1682 1430 1598 4550 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 1664 1598 1682 1430 1598 4550 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 209 243 18 63 107 215 40 1287 82 366 1380 93RTOR Reduction (vph) 0 2 0 0 0 154 0 6 0 0 0 42Lane Group Flow (vph) 209 259 0 63 107 61 40 1363 0 366 1380 51Turn Type Prot NA Prot NA Perm Prot NA Prot NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 6Actuated Green, G (s) 11.5 38.1 7.4 34.0 34.0 4.4 34.5 22.5 52.6 52.6Effective Green, g (s) 11.5 38.1 7.4 34.0 34.0 4.4 34.5 22.5 52.6 52.6Actuated g/C Ratio 0.10 0.32 0.06 0.28 0.28 0.04 0.29 0.19 0.44 0.44Clearance Time (s) 5.0 4.5 5.0 4.5 4.5 3.5 4.5 3.5 4.5 4.5Vehicle Extension (s) 1.5 4.5 1.5 4.5 4.5 1.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 153 528 99 477 405 59 1308 300 1400 627v/s Ratio Prot c0.13 c0.16 0.04 0.06 0.03 0.30 c0.23 c0.43v/s Ratio Perm 0.04 0.04v/c Ratio 1.37 0.49 0.64 0.22 0.15 0.68 1.04 1.22 0.99 0.08Uniform Delay, d1 54.2 33.1 55.0 32.9 32.2 57.1 42.8 48.8 33.3 19.6Progression Factor 1.00 1.00 1.01 0.90 0.99 0.92 0.96 1.00 1.00 1.00Incremental Delay, d2 200.7 3.2 9.4 1.1 0.8 8.7 27.7 125.3 20.9 0.3Delay (s) 255.0 36.3 64.7 30.8 32.8 61.1 68.6 174.0 54.2 19.9Level of Service F D E C C E E F D BApproach Delay (s) 133.6 37.4 68.4 76.3Approach LOS F D E E




Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 505 677 0 1631 1155 327Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 0.97 0.91 0.91 0.95 1.00Frt 0.94 0.85 1.00 1.00 0.85Flt Protected 0.97 1.00 1.00 1.00 1.00Satd. Flow (prot) 2987 1301 4591 3195 1430Flt Permitted 0.97 1.00 1.00 1.00 1.00Satd. Flow (perm) 2987 1301 4591 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 515 691 0 1664 1179 334RTOR Reduction (vph) 24 24 0 0 0 174Lane Group Flow (vph) 795 363 0 1664 1179 160Turn Type NA Perm NA NA PermProtected Phases 4 2 2Permitted Phases 4 2Actuated Green, G (s) 32.4 32.4 38.4 38.4 38.4Effective Green, g (s) 32.4 32.4 38.4 38.4 38.4Actuated g/C Ratio 0.40 0.40 0.48 0.48 0.48Clearance Time (s) 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 6.0 6.0 6.5 6.5 6.5Lane Grp Cap (vph) 1210 527 2204 1534 686v/s Ratio Prot 0.27 0.36 c0.37v/s Ratio Perm c0.28 0.11v/c Ratio 0.66 0.69 0.75 0.77 0.23Uniform Delay, d1 19.3 19.6 17.0 17.1 12.2Progression Factor 1.00 1.00 1.00 0.67 0.38Incremental Delay, d2 2.8 7.2 2.5 2.9 0.6Delay (s) 22.1 26.8 19.4 14.4 5.2Level of Service C C B B AApproach Delay (s) 23.6 19.4 12.4Approach LOS C B B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 116 0 436 311 182 310 148 1082 0 0 1217 110Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 0.91Frt 1.00 0.85 0.94 1.00 1.00 0.99Flt Protected 0.95 1.00 0.98 0.95 1.00 1.00Satd. Flow (prot) 1598 1430 2953 1598 3195 4534Flt Permitted 0.20 1.00 0.98 0.14 1.00 1.00Satd. Flow (perm) 337 1430 2953 244 3195 4534Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 118 0 445 317 186 316 151 1104 0 0 1242 112RTOR Reduction (vph) 0 0 31 0 45 0 0 0 0 0 13 0Lane Group Flow (vph) 118 0 414 0 774 0 151 1104 0 0 1341 0Turn Type D.Pm custom Perm NA Perm NA Perm NAProtected Phases 4 2 6Permitted Phases 4 4 4 2 2Actuated Green, G (s) 29.0 29.0 29.0 43.0 43.0 43.0Effective Green, g (s) 29.0 29.0 29.0 43.0 43.0 43.0Actuated g/C Ratio 0.36 0.36 0.36 0.54 0.54 0.54Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 122 518 1070 131 1717 2437v/s Ratio Prot 0.35 0.30v/s Ratio Perm c0.35 0.29 0.26 c0.62v/c Ratio 0.97 0.80 0.72 1.15 0.64 0.55Uniform Delay, d1 25.0 22.9 22.0 18.5 13.1 12.1Progression Factor 1.00 1.00 1.00 0.91 0.93 1.00Incremental Delay, d2 73.1 12.2 4.3 111.1 1.2 0.9Delay (s) 98.1 35.0 26.3 128.0 13.4 13.0Level of Service F D C F B BApproach Delay (s) 48.3 26.3 27.2 13.0Approach LOS D C C B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 19 584 65 52 246 3 115 5 60 16 7 11Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00Frt 1.00 0.99 1.00 1.00 0.95 0.96Flt Protected 0.95 1.00 0.95 1.00 0.97 0.98Satd. Flow (prot) 1598 3148 1598 3190 1556 1571Flt Permitted 0.59 1.00 0.40 1.00 0.79 0.89Satd. Flow (perm) 1000 3148 673 3190 1262 1438Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 19 596 66 53 251 3 117 5 61 16 7 11RTOR Reduction (vph) 0 8 0 0 1 0 0 44 0 0 9 0Lane Group Flow (vph) 19 654 0 53 253 0 0 139 0 0 25 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 4 4Permitted Phases 2 6 4 4Actuated Green, G (s) 39.9 39.9 39.9 39.9 11.6 11.6Effective Green, g (s) 39.9 39.9 39.9 39.9 11.6 11.6Actuated g/C Ratio 0.66 0.66 0.66 0.66 0.19 0.19Clearance Time (s) 5.0 5.0 5.0 5.0 3.5 3.5Vehicle Extension (s) 5.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 665 2093 448 2121 244 278v/s Ratio Prot c0.21 0.08v/s Ratio Perm 0.02 0.08 c0.11 0.02v/c Ratio 0.03 0.31 0.12 0.12 0.57 0.09Uniform Delay, d1 3.4 4.3 3.7 3.7 21.9 19.9Progression Factor 0.56 0.62 1.00 1.00 1.00 1.00Incremental Delay, d2 0.0 0.1 0.5 0.1 3.0 0.1Delay (s) 2.0 2.8 4.2 3.8 25.0 20.0Level of Service A A A A C CApproach Delay (s) 2.7 3.8 25.0 20.0Approach LOS A A C C

Intersection SummaryHCM Average Control Delay 6.9 HCM Level of Service AHCM Volume to Capacity ratio 0.37Actuated Cycle Length (s) 60.0 Sum of lost time (s) 8.5Intersection Capacity Utilization 54.0% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 317 1027 336 547 839 0 0 860 121Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 0.91 1.00 0.91 0.91 0.95 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.99 1.00 0.95 0.99 1.00 1.00Satd. Flow (prot) 4538 1430 1454 3045 3195 1430Flt Permitted 0.99 1.00 0.95 0.99 1.00 1.00Satd. Flow (perm) 4538 1430 1454 3045 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 323 1048 343 558 856 0 0 878 123RTOR Reduction (vph) 0 0 0 0 0 123 0 0 0 0 0 37Lane Group Flow (vph) 0 0 0 0 1371 220 458 956 0 0 878 86Turn Type Perm NA Perm Split NA NA PermProtected Phases 4 1 1 2Permitted Phases 4 4 2Actuated Green, G (s) 28.5 28.5 32.5 32.5 25.5 25.5Effective Green, g (s) 28.5 28.5 32.5 32.5 25.5 25.5Actuated g/C Ratio 0.28 0.28 0.32 0.32 0.26 0.26Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 1293 408 473 990 815 365v/s Ratio Prot c0.32 0.31 c0.27v/s Ratio Perm 0.30 0.15 0.06v/c Ratio 1.06 0.54 0.97 0.97 1.08 0.24Uniform Delay, d1 35.8 30.2 33.2 33.2 37.2 29.5Progression Factor 1.00 1.00 1.69 1.69 1.00 1.00Incremental Delay, d2 42.7 1.8 26.6 16.3 54.4 1.5Delay (s) 78.5 32.0 82.9 72.5 91.7 31.1Level of Service E C F E F CApproach Delay (s) 0.0 69.1 75.9 84.2Approach LOS A E E F







TSM PM Synchro 8 ReportPage 1


Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 20 21 23 688 688 962 519Volume Left 20 0 23 0 0 0 0Volume Right 0 21 0 0 0 0 38cSH 201 631 465 1700 1700 1700 1700Volume to Capacity 0.10 0.03 0.05 0.40 0.40 0.57 0.31Queue Length 95th (ft) 8 3 4 0 0 0 0Control Delay (s) 24.9 10.9 13.2 0.0 0.0 0.0 0.0Lane LOS C B BApproach Delay (s) 17.7 0.2 0.0Approach LOS C












Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 56 1491 534 12 18 58 122 624 283 165 615 29Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Lane Util. Factor 0.91 0.95 1.00 0.91 1.00 1.00 0.95Frt 0.96 0.90 1.00 1.00 0.85 1.00 0.99Flt Protected 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 4409 2858 1598 4591 1430 1598 3174Flt Permitted 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 4409 2858 1598 4591 1430 1598 3174Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 57 1521 545 12 18 59 124 637 289 168 628 30RTOR Reduction (vph) 0 67 0 0 57 0 0 0 95 0 4 0Lane Group Flow (vph) 0 2056 0 0 32 0 124 637 194 168 654 0Turn Type Split NA Split NA Prot NA Perm Prot NAProtected Phases 4 4 3 3 5 2 1 6Permitted Phases 2Actuated Green, G (s) 40.2 3.3 8.5 19.2 19.2 10.3 21.0Effective Green, g (s) 40.2 3.3 8.5 19.2 19.2 10.3 21.0Actuated g/C Ratio 0.45 0.04 0.09 0.21 0.21 0.11 0.23Clearance Time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Vehicle Extension (s) 5.0 5.0 1.0 5.0 5.0 1.0 5.0Lane Grp Cap (vph) 1969 105 151 979 305 183 741v/s Ratio Prot c0.47 c0.01 0.08 0.14 c0.11 c0.21v/s Ratio Perm 0.14v/c Ratio 1.04 0.31 0.82 0.65 0.64 0.92 0.88Uniform Delay, d1 24.9 42.2 40.0 32.3 32.2 39.4 33.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 32.9 3.4 27.6 3.4 9.7 42.8 14.4Delay (s) 57.8 45.7 67.6 35.7 41.9 82.2 47.7Level of Service E D E D D F DApproach Delay (s) 57.8 45.7 41.2 54.7Approach LOS E D D D













Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 75 1411 153 40 680 84 169 1039 45 260 904 47Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3176 1598 3172Flt Permitted 0.30 1.00 1.00 0.09 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 504 3195 1430 155 3195 1430 1598 3176 1598 3172Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 77 1440 156 41 694 86 172 1060 46 265 922 48RTOR Reduction (vph) 0 0 37 0 0 42 0 3 0 0 3 0Lane Group Flow (vph) 77 1440 119 41 694 44 172 1103 0 265 967 0Turn Type Perm NA Perm Perm NA Perm Prot NA Prot NAProtected Phases 2 6 3 8 7 4Permitted Phases 2 2 6 6Actuated Green, G (s) 43.5 43.5 43.5 43.5 43.5 43.5 11.0 30.0 13.5 32.0Effective Green, g (s) 43.5 43.5 43.5 43.5 43.5 43.5 11.0 30.0 13.5 32.0Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.44 0.44 0.11 0.30 0.14 0.32Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 4.0 2.5 4.0 2.5 4.0Lane Grp Cap (vph) 219 1390 622 67 1390 622 176 953 216 1015v/s Ratio Prot c0.45 0.22 0.11 c0.35 c0.17 0.30v/s Ratio Perm 0.15 0.08 0.27 0.03v/c Ratio 0.35 1.04 0.19 0.61 0.50 0.07 0.98 1.16 1.23 0.95Uniform Delay, d1 18.8 28.2 17.4 21.8 20.4 16.5 44.4 35.0 43.2 33.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.70 1.01 0.92 1.48Incremental Delay, d2 4.4 34.0 0.7 35.2 1.3 0.2 55.1 81.1 130.8 15.6Delay (s) 23.2 62.2 18.1 57.0 21.7 16.7 86.1 116.3 170.6 64.7Level of Service C E B E C B F F F EApproach Delay (s) 56.3 22.9 112.3 87.4Approach LOS E C F F




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 18 34 1298 35 84 1070Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 4.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95Frt 0.91 1.00 1.00 1.00Flt Protected 0.98 1.00 0.95 1.00Satd. Flow (prot) 1506 3183 1598 3195Flt Permitted 0.98 1.00 0.95 1.00Satd. Flow (perm) 1506 3183 1598 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 18 35 1324 36 86 1092RTOR Reduction (vph) 33 0 1 0 0 0Lane Group Flow (vph) 20 0 1359 0 86 1092Turn Type NA NA Prot NAProtected Phases 3 2 1 6Permitted PhasesActuated Green, G (s) 5.4 73.0 9.1 86.1Effective Green, g (s) 5.4 73.0 9.1 86.1Actuated g/C Ratio 0.05 0.73 0.09 0.86Clearance Time (s) 3.5 5.0 4.0 5.0Vehicle Extension (s) 2.0 5.0 2.5 3.0Lane Grp Cap (vph) 81 2324 145 2751v/s Ratio Prot c0.01 c0.43 c0.05 0.34v/s Ratio Permv/c Ratio 0.25 0.58 0.59 0.40Uniform Delay, d1 45.3 6.4 43.7 1.5Progression Factor 1.00 2.73 0.80 0.98Incremental Delay, d2 0.6 0.8 3.1 0.2Delay (s) 45.9 18.1 38.2 1.7Level of Service D B D AApproach Delay (s) 45.9 18.1 4.4Approach LOS D B A









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 111 1139 153 165 710 139 151 1079 222 161 844 58Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3195 1430 1598 3195 1430Flt Permitted 0.30 1.00 1.00 0.12 1.00 1.00 0.23 1.00 1.00 0.13 1.00 1.00Satd. Flow (perm) 502 3195 1430 207 3195 1430 379 3195 1430 222 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 113 1162 156 168 724 142 154 1101 227 164 861 59RTOR Reduction (vph) 0 0 44 0 0 20 0 0 20 0 0 33Lane Group Flow (vph) 113 1162 112 168 724 122 154 1101 207 164 861 26Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 2 6 8 4Permitted Phases 2 2 6 6 8 8 4 4Actuated Green, G (s) 46.0 46.0 46.0 46.0 46.0 46.0 44.0 44.0 44.0 44.0 44.0 44.0Effective Green, g (s) 46.0 46.0 46.0 46.0 46.0 46.0 44.0 44.0 44.0 44.0 44.0 44.0Actuated g/C Ratio 0.46 0.46 0.46 0.46 0.46 0.46 0.44 0.44 0.44 0.44 0.44 0.44Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 231 1470 658 95 1470 658 167 1406 629 98 1406 629v/s Ratio Prot 0.36 0.23 0.34 0.27v/s Ratio Perm 0.22 0.08 c0.81 0.09 0.41 0.14 c0.74 0.02v/c Ratio 0.49 0.79 0.17 1.77 0.49 0.19 0.92 0.78 0.33 1.67 0.61 0.04Uniform Delay, d1 18.8 22.9 15.8 27.0 18.9 15.9 26.4 23.9 18.3 28.0 21.5 16.0Progression Factor 1.00 1.00 1.00 1.44 1.44 1.67 1.15 1.16 1.11 1.10 1.08 1.98Incremental Delay, d2 7.2 4.4 0.6 381.7 1.1 0.6 39.9 3.0 0.9 341.2 1.9 0.1Delay (s) 26.0 27.3 16.4 420.6 28.2 27.1 70.2 30.8 21.3 371.9 25.0 31.7Level of Service C C B F C C E C C F C CApproach Delay (s) 26.0 91.8 33.5 77.9Approach LOS C F C E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 47 1433 48 123 902 39 81 186 177 106 123 43Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99 1.00 0.93 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3180 1598 3175 1598 1559 1598 1617Flt Permitted 0.26 1.00 0.11 1.00 0.56 1.00 0.22 1.00Satd. Flow (perm) 435 3180 188 3175 936 1559 377 1617Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 48 1462 49 126 920 40 83 190 181 108 126 44RTOR Reduction (vph) 0 2 0 0 3 0 0 34 0 0 13 0Lane Group Flow (vph) 48 1509 0 126 957 0 83 337 0 108 157 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 65.0 65.0 65.0 65.0 26.0 26.0 26.0 26.0Effective Green, g (s) 65.0 65.0 65.0 65.0 26.0 26.0 26.0 26.0Actuated g/C Ratio 0.65 0.65 0.65 0.65 0.26 0.26 0.26 0.26Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.5 3.5 3.5 3.5 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 283 2067 122 2064 243 405 98 420v/s Ratio Prot 0.47 0.30 0.22 0.10v/s Ratio Perm 0.11 c0.67 0.09 c0.29v/c Ratio 0.17 0.73 1.03 0.46 0.34 0.83 1.10 0.37Uniform Delay, d1 6.9 11.7 17.5 8.8 30.0 34.9 37.0 30.3Progression Factor 0.47 0.37 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.7 1.3 90.5 0.8 0.8 13.6 121.1 0.6Delay (s) 4.0 5.6 108.0 9.5 30.9 48.5 158.1 30.9Level of Service A A F A C D F CApproach Delay (s) 5.6 20.9 45.3 80.3Approach LOS A C D F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 157 1169 185 79 536 100 97 1284 92 109 951 81Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3195 1430 1598 3195 1430Flt Permitted 0.36 1.00 1.00 0.11 1.00 1.00 0.22 1.00 1.00 0.11 1.00 1.00Satd. Flow (perm) 611 3195 1430 182 3195 1430 369 3195 1430 192 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 160 1193 189 81 547 102 99 1310 94 111 970 83RTOR Reduction (vph) 0 0 60 0 0 25 0 0 6 0 0 39Lane Group Flow (vph) 160 1193 129 81 547 77 99 1310 88 111 970 44Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 6 2 4 8Permitted Phases 6 6 2 2 4 4 8 8Actuated Green, G (s) 37.0 37.0 37.0 37.0 37.0 37.0 53.0 53.0 53.0 53.0 53.0 53.0Effective Green, g (s) 37.0 37.0 37.0 37.0 37.0 37.0 53.0 53.0 53.0 53.0 53.0 53.0Actuated g/C Ratio 0.37 0.37 0.37 0.37 0.37 0.37 0.53 0.53 0.53 0.53 0.53 0.53Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 2.0 2.0 5.0 5.0 5.0 5.0 5.0 5.0 2.0 2.0 2.0Lane Grp Cap (vph) 226 1182 529 67 1182 529 196 1693 758 102 1693 758v/s Ratio Prot 0.37 0.17 0.41 0.30v/s Ratio Perm 0.26 0.09 c0.45 0.05 0.27 0.06 c0.58 0.03v/c Ratio 0.71 1.01 0.24 1.21 0.46 0.15 0.51 0.77 0.12 1.09 0.57 0.06Uniform Delay, d1 26.9 31.5 21.8 31.5 23.9 21.0 15.1 18.7 11.8 23.5 15.9 11.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.74 0.61 0.27Incremental Delay, d2 17.1 28.5 1.1 176.7 1.3 0.6 4.2 2.7 0.1 98.6 0.2 0.0Delay (s) 44.0 60.0 22.9 208.2 25.2 21.6 19.3 21.4 11.9 116.0 9.9 3.1Level of Service D E C F C C B C B F A AApproach Delay (s) 53.8 45.0 20.7 19.5Approach LOS D D C B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 62 251 188 57 86 27 118 1360 147 34 1079 46Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.99 1.00 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1665 1430 1649 1430 1598 3195 1430 1598 3176Flt Permitted 0.91 1.00 0.57 1.00 0.20 1.00 1.00 0.14 1.00Satd. Flow (perm) 1529 1430 963 1430 335 3195 1430 230 3176Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 63 256 192 58 88 28 120 1388 150 35 1101 47RTOR Reduction (vph) 0 0 69 0 0 21 0 0 55 0 3 0Lane Group Flow (vph) 0 319 123 0 146 7 120 1388 95 35 1145 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 4 4 2 2 2Actuated Green, G (s) 23.3 23.3 23.3 23.3 57.2 57.2 57.2 57.2 57.2Effective Green, g (s) 23.3 23.3 23.3 23.3 57.2 57.2 57.2 57.2 57.2Actuated g/C Ratio 0.26 0.26 0.26 0.26 0.64 0.64 0.64 0.64 0.64Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 0.2 0.2 0.2 0.2 0.2Lane Grp Cap (vph) 396 370 249 370 213 2031 909 146 2019v/s Ratio Prot c0.43 0.36v/s Ratio Perm c0.21 0.09 0.15 0.01 0.36 0.07 0.15v/c Ratio 0.81 0.33 0.59 0.02 0.56 0.68 0.10 0.24 0.57Uniform Delay, d1 31.2 27.0 29.1 24.8 9.3 10.6 6.4 7.1 9.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 11.3 0.5 3.5 0.0 10.4 1.9 0.2 3.8 1.2Delay (s) 42.6 27.6 32.6 24.9 19.7 12.5 6.6 10.9 10.5Level of Service D C C C B B A B BApproach Delay (s) 36.9 31.4 12.5 10.5Approach LOS D C B B

Intersection SummaryHCM Average Control Delay 16.3 HCM Level of Service BHCM Volume to Capacity ratio 0.72Actuated Cycle Length (s) 90.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 100.3% ICU Level of Service GAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 212 170 53 57 25 195 20 1224 44 157 1055 93Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.96 1.00 0.87 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1622 1598 1459 1598 3179 1598 3157Flt Permitted 0.46 1.00 0.46 1.00 0.19 1.00 0.16 1.00Satd. Flow (perm) 776 1622 771 1459 320 3179 267 3157Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 216 173 54 58 26 199 20 1249 45 160 1077 95RTOR Reduction (vph) 0 9 0 0 65 0 0 2 0 0 5 0Lane Group Flow (vph) 216 218 0 58 160 0 20 1292 0 160 1167 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2Actuated Green, G (s) 35.0 35.0 35.0 35.0 87.0 87.0 87.0 87.0Effective Green, g (s) 35.0 35.0 35.0 35.0 87.0 87.0 87.0 87.0Actuated g/C Ratio 0.27 0.27 0.27 0.27 0.66 0.66 0.66 0.66Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 206 430 204 387 211 2095 176 2081v/s Ratio Prot 0.13 0.11 0.41 0.37v/s Ratio Perm c0.28 0.08 0.06 c0.60v/c Ratio 1.05 0.51 0.28 0.41 0.09 0.62 0.91 0.56Uniform Delay, d1 48.5 41.2 38.5 40.0 8.2 12.9 19.1 12.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 76.1 4.2 3.5 3.2 0.9 1.4 47.4 1.1Delay (s) 124.6 45.4 42.0 43.3 9.1 14.3 66.5 13.3Level of Service F D D D A B E BApproach Delay (s) 84.0 43.0 14.2 19.7Approach LOS F D B B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 240 1255 81 57 675 246 50 924 46 316 880 223Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.99 1.00 0.96 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4549 1598 4407 1598 3173 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4549 1598 4407 1598 3173 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 245 1281 83 58 689 251 51 943 47 322 898 228RTOR Reduction (vph) 0 6 0 0 51 0 0 3 0 0 0 120Lane Group Flow (vph) 245 1358 0 58 889 0 51 987 0 322 898 108Turn Type Prot NA Prot NA Prot NA Prot NA customProtected Phases 3 4 3 4 1 6 5 2 3Permitted Phases 3Actuated Green, G (s) 11.0 25.5 11.0 25.5 31.0 39.0 31.0 39.0 11.0Effective Green, g (s) 11.0 25.5 11.0 25.5 31.0 39.0 31.0 39.0 11.0Actuated g/C Ratio 0.08 0.20 0.08 0.20 0.24 0.30 0.24 0.30 0.08Clearance Time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Grp Cap (vph) 135 892 135 864 381 952 381 959 121v/s Ratio Prot c0.15 c0.30 0.04 0.20 0.03 c0.31 c0.20 0.28 0.08v/s Ratio Permv/c Ratio 1.81 1.52 0.43 1.03 0.13 1.04 0.85 0.94 0.89Uniform Delay, d1 59.5 52.2 56.5 52.2 38.9 45.5 47.2 44.3 58.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 394.3 241.0 9.7 38.4 0.7 39.2 20.0 17.2 57.0Delay (s) 453.8 293.3 66.2 90.6 39.7 84.7 67.2 61.5 115.9Level of Service F F E F D F E E FApproach Delay (s) 317.7 89.2 82.5 71.4Approach LOS F F F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 42 1493 20 89 848 37 79 105 229 44 84 101Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99 1.00 1.00 0.85 1.00 0.92Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4582 1598 4562 1598 1682 1430 1598 1544Flt Permitted 0.29 1.00 0.14 1.00 0.34 1.00 1.00 0.56 1.00Satd. Flow (perm) 496 4582 237 4562 567 1682 1430 945 1544Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 43 1523 20 91 865 38 81 107 234 45 86 103RTOR Reduction (vph) 0 1 0 0 3 0 0 0 48 0 43 0Lane Group Flow (vph) 43 1542 0 91 900 0 81 107 186 45 146 0Turn Type Perm NA Perm NA Perm NA custom Perm NAProtected Phases 2 2 4 4Permitted Phases 2 2 4 2 4Actuated Green, G (s) 81.5 81.5 81.5 81.5 16.2 16.2 81.5 16.2 16.2Effective Green, g (s) 81.5 81.5 81.5 81.5 16.2 16.2 81.5 16.2 16.2Actuated g/C Ratio 0.79 0.79 0.79 0.79 0.16 0.16 0.79 0.16 0.16Clearance Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 394 3636 188 3620 89 265 1135 149 244v/s Ratio Prot 0.34 0.20 0.06 0.09v/s Ratio Perm 0.09 c0.38 c0.14 0.13 0.05v/c Ratio 0.11 0.42 0.48 0.25 0.91 0.40 0.16 0.30 0.60Uniform Delay, d1 2.4 3.3 3.6 2.7 42.5 38.9 2.5 38.2 40.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 0.4 8.7 0.2 66.4 1.0 0.3 1.1 3.9Delay (s) 3.0 3.7 12.2 2.9 108.9 39.9 2.8 39.4 44.1Level of Service A A B A F D A D DApproach Delay (s) 3.6 3.7 32.6 43.2Approach LOS A A C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 79 1642 47 37 835 76 63 156 77 172 119 75Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 0.95 0.95Frt 1.00 1.00 1.00 0.99 0.96 0.97Flt Protected 0.95 1.00 0.95 1.00 0.99 0.98Satd. Flow (prot) 1598 4572 1598 4534 3038 3026Flt Permitted 0.95 1.00 0.95 1.00 0.73 0.65Satd. Flow (perm) 1598 4572 1598 4534 2247 2023Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 81 1676 48 38 852 78 64 159 79 176 121 77RTOR Reduction (vph) 0 2 0 0 9 0 0 39 0 0 26 0Lane Group Flow (vph) 81 1722 0 38 921 0 0 263 0 0 348 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 8.7 61.2 4.3 56.8 22.0 22.0Effective Green, g (s) 8.7 61.2 4.3 56.8 22.0 22.0Actuated g/C Ratio 0.09 0.61 0.04 0.57 0.22 0.22Clearance Time (s) 3.5 5.0 3.5 5.0 4.0 4.0Vehicle Extension (s) 3.0 5.0 1.5 5.0 3.0 3.0Lane Grp Cap (vph) 139 2798 69 2575 494 445v/s Ratio Prot c0.05 c0.38 0.02 0.20v/s Ratio Perm 0.12 c0.17v/c Ratio 0.58 0.62 0.55 0.36 0.53 0.87dlUniform Delay, d1 43.9 12.1 46.9 11.7 34.5 36.7Progression Factor 1.00 1.00 0.94 0.52 1.00 1.00Incremental Delay, d2 6.1 1.0 4.9 0.4 1.1 8.7Delay (s) 50.0 13.1 49.0 6.5 35.6 45.5Level of Service D B D A D DApproach Delay (s) 14.8 8.1 35.6 45.5Approach LOS B A D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 101 1786 62 45 770 90 68 83 54 113 126 70Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.98 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 0.98 1.00Satd. Flow (prot) 1598 4568 1598 4519 1645 1430 1643 1430Flt Permitted 0.95 1.00 0.95 1.00 0.73 1.00 0.76 1.00Satd. Flow (perm) 1598 4568 1598 4519 1235 1430 1277 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 103 1822 63 46 786 92 69 85 55 115 129 71RTOR Reduction (vph) 0 3 0 0 15 0 0 0 38 0 0 49Lane Group Flow (vph) 103 1882 0 46 864 0 0 154 17 0 244 22Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 14.5 52.1 4.4 42.0 31.5 31.5 31.5 31.5Effective Green, g (s) 14.5 52.1 4.4 42.0 31.5 31.5 31.5 31.5Actuated g/C Ratio 0.14 0.52 0.04 0.42 0.32 0.32 0.32 0.32Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Vehicle Extension (s) 4.0 5.0 1.5 5.0 3.0 3.0 4.0 4.0Lane Grp Cap (vph) 232 2380 70 1898 389 450 402 450v/s Ratio Prot 0.06 c0.41 c0.03 0.19v/s Ratio Perm 0.12 0.01 c0.19 0.02v/c Ratio 0.44 0.79 0.66 0.45 0.40 0.04 0.61 0.05Uniform Delay, d1 39.1 19.5 47.1 20.8 26.8 23.7 29.0 23.8Progression Factor 1.18 0.67 0.67 1.84 1.00 1.00 1.00 1.00Incremental Delay, d2 5.0 2.3 12.8 0.6 0.7 0.0 6.7 0.2Delay (s) 51.0 15.4 44.4 38.9 27.5 23.8 35.7 24.0Level of Service D B D D C C D CApproach Delay (s) 17.2 39.2 26.5 33.1Approach LOS B D C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 220 1644 107 109 727 124 83 624 102 204 560 106Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.99 1.00 0.98 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4549 1598 4491 1598 3195 1430 1598 3119Flt Permitted 0.95 1.00 0.95 1.00 0.29 1.00 1.00 0.32 1.00Satd. Flow (perm) 1598 4549 1598 4491 491 3195 1430 531 3119Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 224 1678 109 111 742 127 85 637 104 208 571 108RTOR Reduction (vph) 0 7 0 0 22 0 0 0 62 0 17 0Lane Group Flow (vph) 224 1780 0 111 847 0 85 637 42 208 662 0Turn Type Prot NA Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8Actuated Green, G (s) 15.5 37.2 8.2 29.9 40.1 40.1 40.1 40.1 40.1Effective Green, g (s) 15.5 37.2 8.2 29.9 40.1 40.1 40.1 40.1 40.1Actuated g/C Ratio 0.16 0.37 0.08 0.30 0.40 0.40 0.40 0.40 0.40Clearance Time (s) 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 248 1692 131 1343 197 1281 573 213 1251v/s Ratio Prot c0.14 c0.39 0.07 0.19 0.20 0.21v/s Ratio Perm 0.17 0.03 c0.39v/c Ratio 0.90 1.05 0.85 0.63 0.43 0.50 0.07 0.98 0.53Uniform Delay, d1 41.5 31.4 45.3 30.3 21.7 22.4 18.5 29.5 22.8Progression Factor 1.21 1.01 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 23.7 33.4 35.7 2.3 1.5 0.3 0.1 54.4 0.4Delay (s) 74.0 65.2 81.0 32.5 23.2 22.7 18.5 83.9 23.2Level of Service E E F C C C B F CApproach Delay (s) 66.1 38.0 22.2 37.4Approach LOS E D C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 46 1882 57 24 892 90 42 52 34 121 76 32Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99 0.96 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.98 0.95 1.00Satd. Flow (prot) 1598 4571 1598 4528 1595 1598 1607Flt Permitted 0.95 1.00 0.95 1.00 0.87 0.57 1.00Satd. Flow (perm) 1598 4571 1598 4528 1417 951 1607Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 47 1920 58 24 910 92 43 53 35 123 78 33RTOR Reduction (vph) 0 2 0 0 9 0 0 15 0 0 17 0Lane Group Flow (vph) 47 1976 0 24 993 0 0 116 0 123 94 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 4.8 68.8 2.7 66.7 17.0 17.0 17.0Effective Green, g (s) 4.8 68.8 2.7 66.7 17.0 17.0 17.0Actuated g/C Ratio 0.05 0.68 0.03 0.66 0.17 0.17 0.17Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 76 3129 43 3005 240 161 272v/s Ratio Prot c0.03 c0.43 0.02 0.22 0.06v/s Ratio Perm 0.08 c0.13v/c Ratio 0.62 0.63 0.56 0.33 0.48 0.76 0.35Uniform Delay, d1 47.0 8.8 48.3 7.3 37.8 39.8 36.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 10.1 1.0 8.6 0.3 1.5 19.1 0.8Delay (s) 57.0 9.8 56.9 7.6 39.3 59.0 37.6Level of Service E A E A D E DApproach Delay (s) 10.9 8.7 39.3 48.8Approach LOS B A D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 86 1910 22 58 1057 285 8 49 112 310 42 44Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 0.95Frt 1.00 1.00 1.00 0.97 1.00 0.85 0.98Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 0.96Satd. Flow (prot) 1598 4584 1598 4445 1670 1430 3024Flt Permitted 0.95 1.00 0.95 1.00 0.94 1.00 0.74Satd. Flow (perm) 1598 4584 1598 4445 1580 1430 2315Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 88 1949 22 59 1079 291 8 50 114 316 43 45RTOR Reduction (vph) 0 1 0 0 39 0 0 0 89 0 10 0Lane Group Flow (vph) 88 1970 0 59 1331 0 0 58 25 0 394 0Turn Type Prot NA Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8Actuated Green, G (s) 8.4 59.1 6.7 57.4 21.7 21.7 21.7Effective Green, g (s) 8.4 59.1 6.7 57.4 21.7 21.7 21.7Actuated g/C Ratio 0.08 0.59 0.07 0.57 0.22 0.22 0.22Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 2.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 134 2709 107 2551 343 310 502v/s Ratio Prot c0.06 c0.43 0.04 0.30v/s Ratio Perm 0.04 0.02 c0.17v/c Ratio 0.66 0.73 0.55 0.52 0.17 0.08 1.16dlUniform Delay, d1 44.4 14.7 45.2 13.0 31.8 31.2 36.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 8.5 1.7 4.8 0.8 0.2 0.1 7.9Delay (s) 52.9 16.4 50.0 13.7 32.1 31.3 44.8Level of Service D B D B C C DApproach Delay (s) 18.0 15.2 31.6 44.8Approach LOS B B C D

Intersection SummaryHCM Average Control Delay 20.3 HCM Level of Service CHCM Volume to Capacity ratio 0.70Actuated Cycle Length (s) 100.0 Sum of lost time (s) 7.0Intersection Capacity Utilization 77.3% ICU Level of Service DAnalysis Period (min) 15dl Defacto Left Lane. Recode with 1 though lane as a left lane.c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 222 1834 295 226 790 135 437 905 171 267 763 140Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Lane Util. Factor 1.00 0.91 1.00 0.91 0.97 0.95 1.00 0.97 0.95Frt 1.00 0.98 1.00 0.98 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4496 1598 4491 3100 3195 1430 3100 3121Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 4496 1598 4491 3100 3195 1430 3100 3121Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 227 1871 301 231 806 138 446 923 174 272 779 143RTOR Reduction (vph) 0 18 0 0 19 0 0 0 118 0 12 0Lane Group Flow (vph) 227 2154 0 231 925 0 446 923 56 272 910 0Turn Type Prot NA Prot NA Prot NA Perm Prot NAProtected Phases 3 8 7 4 1 6 5 2Permitted Phases 6Actuated Green, G (s) 19.8 41.0 13.5 34.7 14.5 38.0 38.0 8.5 32.0Effective Green, g (s) 19.8 41.0 13.5 34.7 14.5 38.0 38.0 8.5 32.0Actuated g/C Ratio 0.17 0.34 0.11 0.29 0.12 0.32 0.32 0.07 0.27Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Vehicle Extension (s) 2.0 5.5 2.0 5.5 2.0 5.5 5.5 2.0 5.5Lane Grp Cap (vph) 264 1536 180 1299 375 1012 453 220 832v/s Ratio Prot 0.14 c0.48 c0.14 0.21 c0.14 0.29 0.09 c0.29v/s Ratio Perm 0.04v/c Ratio 0.86 1.40 1.28 0.71 1.19 0.91 0.12 1.24 1.09Uniform Delay, d1 48.7 39.5 53.2 38.2 52.8 39.4 29.2 55.8 44.0Progression Factor 1.00 1.00 0.85 0.97 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 22.5 184.9 157.9 2.1 108.8 13.7 0.6 139.1 59.7Delay (s) 71.3 224.4 202.9 39.1 161.6 53.1 29.7 194.8 103.7Level of Service E F F D F D C F FApproach Delay (s) 209.9 71.3 81.8 124.5Approach LOS F E F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 104 2149 91 254 1201 113 151 45 172 132 47 25Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 6.0 3.5 6.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.85 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 0.96 1.00 0.97Satd. Flow (prot) 1598 4591 1430 1598 4532 1619 1430 1602Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.67 1.00 0.52Satd. Flow (perm) 1598 4591 1430 1598 4532 1125 1430 861Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 106 2193 93 259 1226 115 154 46 176 135 48 26RTOR Reduction (vph) 0 0 23 0 8 0 0 0 132 0 5 0Lane Group Flow (vph) 106 2193 70 259 1333 0 0 200 44 0 204 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 8 4Permitted Phases 6 8 8 4Actuated Green, G (s) 11.8 56.2 56.2 20.5 64.9 29.8 29.8 29.8Effective Green, g (s) 11.8 56.2 56.2 20.5 64.9 29.8 29.8 29.8Actuated g/C Ratio 0.10 0.47 0.47 0.17 0.54 0.25 0.25 0.25Clearance Time (s) 3.5 6.0 6.0 3.5 6.0 4.0 4.0 4.0Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 157 2150 670 273 2451 279 355 214v/s Ratio Prot 0.07 c0.48 c0.16 0.29v/s Ratio Perm 0.05 0.18 0.03 c0.24v/c Ratio 0.68 1.02 0.10 0.95 0.54 0.72 0.12 0.96Uniform Delay, d1 52.2 31.9 17.8 49.2 17.9 41.2 35.0 44.4Progression Factor 1.46 0.25 0.01 0.86 1.75 1.00 1.00 1.00Incremental Delay, d2 0.8 11.9 0.0 22.3 0.4 8.5 0.2 48.5Delay (s) 76.9 19.8 0.2 64.7 31.7 49.7 35.1 93.0Level of Service E B A E C D D FApproach Delay (s) 21.6 37.0 42.9 93.0Approach LOS C D D F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 281 1798 295 224 1094 231 179 834 181 307 1128 194Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Lane Util. Factor 1.00 0.91 1.00 1.00 0.91 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4591 1430 1598 4471 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4591 1430 1598 4471 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 287 1835 301 229 1116 236 183 851 185 313 1151 198RTOR Reduction (vph) 0 0 67 0 27 0 0 0 112 0 0 88Lane Group Flow (vph) 287 1835 234 229 1325 0 183 851 73 313 1151 110Turn Type Prot NA Over Prot NA Prot NA Perm Prot NA OverProtected Phases 5 2 3 1 6 3 8 7 4 5Permitted Phases 8Actuated Green, G (s) 15.5 39.5 11.5 12.5 36.5 11.5 32.5 32.5 15.5 36.5 15.5Effective Green, g (s) 15.5 39.5 11.5 12.5 36.5 11.5 32.5 32.5 15.5 36.5 15.5Actuated g/C Ratio 0.13 0.33 0.10 0.10 0.30 0.10 0.27 0.27 0.13 0.30 0.13Clearance Time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Vehicle Extension (s) 1.5 5.0 1.5 1.5 5.0 1.5 5.0 5.0 1.5 5.0 1.5Lane Grp Cap (vph) 206 1511 137 166 1360 153 865 387 206 972 185v/s Ratio Prot c0.18 c0.40 0.16 0.14 0.30 0.11 0.27 c0.20 c0.36 0.08v/s Ratio Perm 0.05v/c Ratio 1.39 1.21 1.71 1.38 0.97 1.20 0.98 0.19 1.52 1.18 0.59Uniform Delay, d1 52.2 40.2 54.2 53.8 41.3 54.2 43.5 33.6 52.2 41.8 49.3Progression Factor 1.32 0.96 0.51 0.80 1.60 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 185.5 98.4 327.9 191.6 13.6 135.1 26.6 0.5 257.0 93.4 3.4Delay (s) 254.7 136.9 355.4 234.8 79.7 189.4 70.1 34.1 309.2 135.2 52.7Level of Service F F F F E F E C F F DApproach Delay (s) 178.0 102.1 82.6 158.1Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 150 2047 121 206 1371 163 127 303 119 316 280 131Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 1.00 1.00 0.97 0.95Frt 1.00 0.99 1.00 0.98 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 4553 1598 4518 1598 1682 1430 3100 3043Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 4553 1598 4518 1598 1682 1430 3100 3043Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 153 2089 123 210 1399 166 130 309 121 322 286 134RTOR Reduction (vph) 0 5 0 0 12 0 0 0 95 0 47 0Lane Group Flow (vph) 153 2207 0 210 1553 0 130 309 26 322 373 0Turn Type Prot NA custom NA Prot NA Prot Prot NAProtected Phases 1 6 5 2 7 4 4 3 8Permitted Phases 5Actuated Green, G (s) 13.0 49.0 15.7 51.7 11.0 25.8 25.8 11.5 26.3Effective Green, g (s) 13.0 49.0 15.7 51.7 11.0 25.8 25.8 11.5 26.3Actuated g/C Ratio 0.11 0.41 0.13 0.43 0.09 0.22 0.22 0.10 0.22Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Vehicle Extension (s) 1.5 5.5 1.5 5.5 1.5 5.0 5.0 1.5 5.0Lane Grp Cap (vph) 173 1859 209 1947 146 362 307 297 667v/s Ratio Prot 0.10 c0.48 c0.13 c0.34 0.08 c0.18 0.02 c0.10 0.12v/s Ratio Permv/c Ratio 0.88 1.19 1.00 0.80 0.89 0.85 0.08 1.08 0.56Uniform Delay, d1 52.8 35.5 52.1 29.6 53.9 45.3 37.7 54.2 41.7Progression Factor 0.62 1.44 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.1 84.7 63.5 3.5 42.9 18.9 0.2 76.5 1.7Delay (s) 37.6 135.7 115.6 33.1 96.8 64.2 37.9 130.8 43.4Level of Service D F F C F E D F DApproach Delay (s) 129.4 42.9 66.1 81.3Approach LOS F D E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 214 1468 500 215 1484 131 305 398 365 245 300 490Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4416 1598 4535 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4416 1598 4535 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 218 1498 510 219 1514 134 311 406 372 250 306 500RTOR Reduction (vph) 0 68 0 0 11 0 0 0 156 0 0 134Lane Group Flow (vph) 218 1940 0 219 1637 0 311 406 216 250 306 366Turn Type Prot NA Prot NA Prot NA Perm Prot NA PermProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 4 8Actuated Green, G (s) 7.5 33.5 7.5 33.5 13.5 16.8 16.8 15.2 18.5 18.5Effective Green, g (s) 7.5 33.5 7.5 33.5 13.5 16.8 16.8 15.2 18.5 18.5Actuated g/C Ratio 0.08 0.37 0.08 0.37 0.15 0.19 0.19 0.17 0.20 0.20Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Vehicle Extension (s) 0.2 5.0 0.2 5.0 1.5 4.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 132 1635 132 1679 238 593 265 268 653 292v/s Ratio Prot 0.14 c0.44 c0.14 0.36 c0.19 0.13 0.16 0.10v/s Ratio Perm 0.15 c0.26v/c Ratio 1.65 1.19 1.66 0.97 1.31 0.68 0.81 0.93 0.47 1.25Uniform Delay, d1 41.5 28.5 41.5 28.1 38.5 34.4 35.3 37.1 31.7 36.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 324.4 90.4 327.7 16.7 165.0 3.8 18.7 36.8 0.9 138.4Delay (s) 365.9 118.9 369.2 44.8 203.5 38.2 54.1 73.9 32.6 174.4Level of Service F F F D F D D E C FApproach Delay (s) 143.1 82.9 90.8 109.5Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 173 1468 305 111 1332 212 291 957 70 298 586 107Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Lane Util. Factor 1.00 0.91 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.97 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4473 1598 3130 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.33 1.00 1.00 0.16 1.00 1.00Satd. Flow (perm) 1598 4473 1598 3130 561 3195 1430 269 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 177 1498 311 113 1359 216 297 977 71 304 598 109RTOR Reduction (vph) 0 35 0 0 14 0 0 0 54 0 0 79Lane Group Flow (vph) 177 1774 0 113 1561 0 297 977 17 304 598 30Turn Type Prot NA Prot NA pm+pt NA Perm pm+pt NA PermProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 4 4 8 8Actuated Green, G (s) 6.0 32.9 8.1 34.5 27.0 22.0 22.0 33.0 25.0 25.0Effective Green, g (s) 6.0 32.9 8.1 34.5 27.0 22.0 22.0 33.0 25.0 25.0Actuated g/C Ratio 0.07 0.37 0.09 0.38 0.30 0.24 0.24 0.37 0.28 0.28Clearance Time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Vehicle Extension (s) 1.5 5.0 1.5 5.0 2.5 3.0 3.0 2.5 3.0 3.0Lane Grp Cap (vph) 107 1635 144 1200 226 781 350 217 888 397v/s Ratio Prot c0.11 0.40 0.07 c0.50 0.07 0.31 c0.12 0.19v/s Ratio Perm 0.32 0.01 c0.39 0.02v/c Ratio 1.65 1.09 0.78 1.30 1.31 1.25 0.05 1.40 0.67 0.08Uniform Delay, d1 42.0 28.6 40.1 27.8 30.2 34.0 26.0 25.3 28.9 24.0Progression Factor 1.00 1.00 0.92 1.36 1.06 1.05 2.07 1.00 1.00 1.00Incremental Delay, d2 332.1 49.2 10.3 138.0 164.8 121.7 0.0 205.8 2.0 0.1Delay (s) 374.1 77.8 47.0 175.7 196.7 157.5 53.9 231.2 30.9 24.1Level of Service F E D F F F D F C CApproach Delay (s) 104.2 167.1 160.7 90.4Approach LOS F F F F








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 152 1581 71 133 1423 104 111 305 120 111 239 111Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 5.0 3.5 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 0.97 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.99 0.99Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 3057 3044Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.67 0.62Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 2071 1896Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 155 1613 72 136 1452 106 113 311 122 113 244 113RTOR Reduction (vph) 0 0 30 0 0 50 0 29 0 0 34 0Lane Group Flow (vph) 155 1613 42 136 1452 56 0 517 0 0 436 0Turn Type Prot NA Perm Prot NA Perm Perm NA Perm NAProtected Phases 1 6 5 2 4 4Permitted Phases 6 2 4 4Actuated Green, G (s) 7.3 42.3 42.3 10.2 45.2 45.2 24.0 24.0Effective Green, g (s) 7.3 42.3 42.3 10.2 45.2 45.2 24.0 24.0Actuated g/C Ratio 0.08 0.47 0.47 0.11 0.50 0.50 0.27 0.27Clearance Time (s) 3.5 5.0 5.0 3.5 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 5.0 2.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 130 1502 672 181 1605 718 552 506v/s Ratio Prot c0.10 c0.50 0.09 c0.45v/s Ratio Perm 0.03 0.04 c0.25 0.23v/c Ratio 1.19 1.07 0.06 0.75 0.90 0.08 0.94 0.86Uniform Delay, d1 41.4 23.9 13.0 38.7 20.4 11.6 32.2 31.4Progression Factor 0.67 1.74 2.96 1.00 1.00 1.00 0.98 1.00Incremental Delay, d2 93.7 34.8 0.0 14.4 8.8 0.2 23.1 15.2Delay (s) 121.3 76.2 38.6 53.1 29.3 11.8 54.9 46.6Level of Service F E D D C B D DApproach Delay (s) 78.5 30.1 54.9 46.6Approach LOS E C D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 167 1379 211 93 1259 231 359 605 101 195 330 119Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 5.5 3.5 5.5 5.5 5.0 5.0 4.0 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.97 0.95 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 3100 3127 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 3100 3127 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 170 1407 215 95 1285 236 366 617 103 199 337 121RTOR Reduction (vph) 0 0 55 0 0 68 0 10 0 0 0 106Lane Group Flow (vph) 170 1407 160 95 1285 168 366 710 0 199 337 15Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA PermProtected Phases 1 6 5 2 4 8 7 3Permitted Phases 6 2 3Actuated Green, G (s) 10.9 56.8 56.8 10.4 56.3 56.3 28.2 27.1 16.9 16.3 16.3Effective Green, g (s) 10.9 56.8 56.8 10.4 56.3 56.3 28.2 27.1 16.9 16.3 16.3Actuated g/C Ratio 0.08 0.44 0.44 0.08 0.44 0.44 0.22 0.21 0.13 0.13 0.13Clearance Time (s) 3.5 5.5 5.5 3.5 5.5 5.5 5.0 5.0 4.0 3.5 3.5Vehicle Extension (s) 1.5 5.5 5.5 1.5 5.5 5.5 5.0 5.0 1.5 1.5 1.5Lane Grp Cap (vph) 135 1405 629 129 1392 623 677 656 209 403 180v/s Ratio Prot c0.11 c0.44 0.06 0.40 0.12 c0.23 c0.12 0.11v/s Ratio Perm 0.11 0.12 0.01v/c Ratio 1.26 1.00 0.25 0.74 0.92 0.27 0.54 1.08 0.95 0.84 0.08Uniform Delay, d1 59.1 36.2 22.8 58.1 34.4 23.3 44.8 51.0 55.7 55.1 49.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 163.0 24.4 1.0 17.0 11.6 1.1 1.6 59.4 48.2 13.4 0.1Delay (s) 222.2 60.6 23.8 75.1 46.0 24.4 46.3 110.4 103.9 68.5 49.9Level of Service F E C E D C D F F E DApproach Delay (s) 71.5 44.6 88.8 75.8Approach LOS E D F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 50 888 829 151 703 57 662 101 109 84 253 70Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 0.95 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 0.96 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3160 1518 1541 1430 1454 2961Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 0.96 1.00 0.52 0.94Satd. Flow (perm) 1598 3195 1430 1598 3160 1518 1541 1430 795 2780Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 51 906 846 154 717 58 676 103 111 86 258 71RTOR Reduction (vph) 0 0 319 0 4 0 0 0 29 0 16 0Lane Group Flow (vph) 51 906 527 154 771 0 385 394 82 77 322 0Turn Type Prot NA Perm Prot NA Split NA Perm Perm NAProtected Phases 5 2 1 6 4 4 8Permitted Phases 2 4 8Actuated Green, G (s) 7.0 53.5 53.5 21.0 67.5 32.0 32.0 32.0 15.0 15.0Effective Green, g (s) 7.0 53.5 53.5 21.0 67.5 32.0 32.0 32.0 15.0 15.0Actuated g/C Ratio 0.05 0.38 0.38 0.15 0.48 0.23 0.23 0.23 0.11 0.11Clearance Time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Grp Cap (vph) 80 1221 546 240 1524 347 352 327 85 298v/s Ratio Prot 0.03 0.28 c0.10 0.24 0.25 c0.26v/s Ratio Perm c0.37 0.06 0.10 c0.12v/c Ratio 0.64 0.74 0.96 0.64 0.51 1.11 1.12 0.25 0.91 1.08Uniform Delay, d1 65.3 37.3 42.3 56.0 24.8 54.0 54.0 44.2 61.8 62.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.83 1.82 2.44 1.00 1.00Incremental Delay, d2 32.9 4.1 30.7 12.5 1.2 53.6 57.7 0.2 74.1 75.2Delay (s) 98.2 41.4 73.0 68.4 26.0 152.3 156.2 108.0 135.9 137.7Level of Service F D E E C F F F F FApproach Delay (s) 57.8 33.1 148.5 137.4Approach LOS E C F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 119 498 178 296 373 17 94 720 134 24 1098 182Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 6.5 6.5 5.0 6.5 6.5 6.8 6.8 6.5 6.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.98 1.00 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3120 1598 3127Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 1598 3120 1598 3127Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 121 508 182 302 381 17 96 735 137 24 1120 186RTOR Reduction (vph) 0 0 70 0 0 14 0 11 0 0 9 0Lane Group Flow (vph) 121 508 112 302 381 3 96 861 0 24 1297 0Turn Type Prot NA Perm Prot NA Perm Split NA Split NAProtected Phases 3 8 7 4 6 6 2 2Permitted Phases 8 4Actuated Green, G (s) 15.0 23.0 23.0 15.0 23.0 23.0 31.2 31.2 46.0 46.0Effective Green, g (s) 15.0 23.0 23.0 15.0 23.0 23.0 31.2 31.2 46.0 46.0Actuated g/C Ratio 0.11 0.16 0.16 0.11 0.16 0.16 0.22 0.22 0.33 0.33Clearance Time (s) 5.0 6.5 6.5 5.0 6.5 6.5 6.8 6.8 6.5 6.5Lane Grp Cap (vph) 171 525 235 171 525 235 356 695 525 1027v/s Ratio Prot 0.08 c0.16 c0.19 0.12 0.06 c0.28 0.02 c0.41v/s Ratio Perm 0.08 0.00v/c Ratio 0.71 0.97 0.48 1.77 0.73 0.01 0.27 1.24 0.05 1.26Uniform Delay, d1 60.4 58.1 53.0 62.5 55.5 49.0 45.0 54.4 32.0 47.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.88 0.88Incremental Delay, d2 21.8 32.0 6.8 367.5 8.5 0.1 1.9 119.6 0.1 121.5Delay (s) 82.2 90.2 59.8 430.0 64.0 49.1 46.8 174.0 28.3 162.7Level of Service F F E F E D D F C FApproach Delay (s) 82.2 221.5 161.4 160.3Approach LOS F F F F

















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 70 43 152 353 574 112 34 119 626 215 267 8Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.9 4.9 3.7 4.9 4.6 4.6 4.6Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.85 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 0.99 1.00 0.98Satd. Flow (prot) 1598 1682 1430 1598 3117 1663 1430 1642Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.86 1.00 0.77Satd. Flow (perm) 1598 1682 1430 1598 3117 1444 1430 1295Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 71 44 155 360 586 114 35 121 639 219 272 8RTOR Reduction (vph) 0 0 115 0 18 0 0 0 407 0 1 0Lane Group Flow (vph) 71 44 40 360 682 0 0 156 232 0 498 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 5 2 1 6 8 4Permitted Phases 2 8 8 4Actuated Green, G (s) 7.2 21.8 21.8 19.3 33.5 31.0 31.0 31.0Effective Green, g (s) 7.2 21.8 21.8 19.3 33.5 31.0 31.0 31.0Actuated g/C Ratio 0.08 0.26 0.26 0.23 0.39 0.36 0.36 0.36Clearance Time (s) 4.1 4.9 4.9 3.7 4.9 4.6 4.6 4.6Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 135 430 365 362 1224 525 520 471v/s Ratio Prot 0.04 0.03 c0.23 c0.22v/s Ratio Perm 0.03 0.11 0.16 c0.38v/c Ratio 0.53 0.10 0.11 0.99 0.56 0.30 0.45 1.06Uniform Delay, d1 37.4 24.3 24.3 32.9 20.1 19.4 20.6 27.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.7 0.5 0.6 45.6 1.8 1.4 2.8 57.7Delay (s) 41.1 24.7 24.9 78.5 22.0 20.8 23.4 84.8Level of Service D C C E C C C FApproach Delay (s) 29.1 41.2 22.9 84.8Approach LOS C D C F








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 5 5 137 558 16 274 142 720 522 0 1041 9Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.9 4.9 4.9 4.9Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.91Frt 0.87 1.00 0.85 1.00 1.00 0.85 1.00Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1467 1604 1430 1598 3195 1430 4586Flt Permitted 0.99 0.65 1.00 0.19 1.00 1.00 1.00Satd. Flow (perm) 1448 1099 1430 311 3195 1430 4586Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 5 5 140 569 16 280 145 735 533 0 1062 9RTOR Reduction (vph) 0 14 0 0 0 47 0 0 323 0 1 0Lane Group Flow (vph) 0 136 0 0 585 233 145 735 210 0 1070 0Turn Type Perm NA Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 6Permitted Phases 4 4 4 2 2 6Actuated Green, G (s) 39.0 39.0 39.0 31.5 31.5 31.5 31.5Effective Green, g (s) 39.0 39.0 39.0 31.5 31.5 31.5 31.5Actuated g/C Ratio 0.49 0.49 0.49 0.39 0.39 0.39 0.39Clearance Time (s) 4.6 4.6 4.6 4.9 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 706 536 697 122 1258 563 1806v/s Ratio Prot 0.23 0.23v/s Ratio Perm 0.09 c0.53 0.16 c0.47 0.15v/c Ratio 0.19 1.09 0.33 1.19 0.58 0.37 0.59Uniform Delay, d1 11.6 20.5 12.6 24.2 19.1 17.2 19.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 66.1 1.3 140.9 2.0 1.9 1.4Delay (s) 12.2 86.6 13.8 165.1 21.1 19.1 20.6Level of Service B F B F C B CApproach Delay (s) 12.2 63.0 35.1 20.6Approach LOS B E D C














Intersection SummaryHCM Average Control Delay 14.9 HCM Level of Service BHCM Volume to Capacity ratio 0.65Actuated Cycle Length (s) 51.6 Sum of lost time (s) 9.2Intersection Capacity Utilization 63.4% ICU Level of Service BAnalysis Period (min) 15dl Defacto Left Lane. Recode with 1 though lane as a left lane.c Critical Lane Group







Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 5 8 9 973 26 47 0 961 850 58 974 16Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 4.0 4.0 7.0 4.0 7.0 7.0Lane Util. Factor 1.00 0.95 0.95 0.95 0.88 1.00 0.95Frt 0.94 1.00 0.99 1.00 0.85 1.00 1.00Flt Protected 0.99 0.95 0.96 1.00 1.00 0.95 1.00Satd. Flow (prot) 1571 1518 1511 3195 2516 1598 3188Flt Permitted 0.99 0.95 0.96 1.00 1.00 0.15 1.00Satd. Flow (perm) 1571 1518 1511 3195 2516 259 3188Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 5 8 9 993 27 48 0 981 867 59 994 16RTOR Reduction (vph) 0 9 0 0 3 0 0 0 573 0 1 0Lane Group Flow (vph) 0 13 0 536 529 0 0 981 294 59 1009 0Turn Type Split NA Split NA Perm NA custom Perm NAProtected Phases 5 5 3 6 3 6 4 3 4Permitted Phases 4 4Actuated Green, G (s) 1.6 45.9 45.9 38.0 33.9 38.0 38.0Effective Green, g (s) 1.6 42.4 42.4 38.0 33.9 38.0 38.0Actuated g/C Ratio 0.02 0.42 0.42 0.38 0.34 0.38 0.38Clearance Time (s) 3.5 7.0 4.0 7.0 7.0Vehicle Extension (s) 3.0 3.0 4.0 3.0 3.0Lane Grp Cap (vph) 25 644 641 1214 853 98 1211v/s Ratio Prot c0.01 c0.35 0.35 0.31 0.12 c0.32v/s Ratio Perm 0.23v/c Ratio 0.53 0.83 0.82 0.81 0.34 0.60 0.83Uniform Delay, d1 48.8 25.6 25.5 27.7 24.7 24.9 28.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 18.5 9.4 8.9 5.8 0.3 24.4 6.8Delay (s) 67.3 35.0 34.4 33.6 25.1 49.4 34.9Level of Service E D C C C D CApproach Delay (s) 67.3 34.7 29.6 35.7Approach LOS E C C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 10 20 37 224 26 902 76 867 154 210 1740 16Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Lane Util. Factor 1.00 1.00 1.00 0.95 0.95 1.00 0.91 1.00 0.95Frt 1.00 0.90 1.00 0.86 0.85 1.00 0.98 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1517 1598 1372 1358 1598 4488 1598 3191Flt Permitted 0.17 1.00 0.72 1.00 1.00 0.11 1.00 0.95 1.00Satd. Flow (perm) 292 1517 1210 1372 1358 192 4488 1598 3191Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 10 20 38 229 27 920 78 885 157 214 1776 16RTOR Reduction (vph) 0 12 0 0 200 200 0 30 0 0 1 0Lane Group Flow (vph) 10 46 0 229 278 269 78 1012 0 214 1791 0Turn Type Perm NA Perm NA Perm Perm NA Prot NAProtected Phases 4 8 2 1 6Permitted Phases 4 8 8 2Actuated Green, G (s) 23.0 23.0 23.0 23.0 23.0 35.1 35.1 11.0 50.1Effective Green, g (s) 23.0 23.0 23.0 23.0 23.0 35.1 35.1 11.0 50.1Actuated g/C Ratio 0.28 0.28 0.28 0.28 0.28 0.42 0.42 0.13 0.60Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 5.5 5.5 3.0 5.5Lane Grp Cap (vph) 81 420 335 380 376 81 1898 212 1926v/s Ratio Prot 0.03 c0.20 0.23 0.13 c0.56v/s Ratio Perm 0.03 0.19 0.20 0.41v/c Ratio 0.12 0.11 0.68 0.73 0.72 0.96 0.53 1.01 0.93Uniform Delay, d1 22.5 22.4 26.8 27.2 27.1 23.3 17.8 36.0 14.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 0.2 6.1 7.6 6.8 90.2 1.1 64.3 9.5Delay (s) 23.4 22.5 32.9 34.8 33.9 113.5 18.9 100.3 24.4Level of Service C C C C C F B F CApproach Delay (s) 22.6 34.1 25.5 32.5Approach LOS C C C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 408 44 321 21 33 46 37 605 13 75 947 969Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.97 0.95 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1536 1430 1650 1430 3100 3186 1598 3195 1430Flt Permitted 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1536 1430 1650 1430 3100 3186 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 416 45 328 21 34 47 38 617 13 77 966 989RTOR Reduction (vph) 0 0 308 0 0 44 0 1 0 0 0 302Lane Group Flow (vph) 229 232 20 0 55 3 38 629 0 77 966 687Turn Type Split NA Over Split NA Perm Prot NA Prot NA PermProtected Phases 8 8 1 7 7 1 6 5 2Permitted Phases 7 2Actuated Green, G (s) 23.0 23.0 7.7 8.0 8.0 7.7 69.4 9.0 70.6 70.6Effective Green, g (s) 23.0 23.0 7.7 8.0 8.0 7.7 69.4 9.0 70.6 70.6Actuated g/C Ratio 0.18 0.18 0.06 0.06 0.06 0.06 0.54 0.07 0.55 0.55Clearance Time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 3.0 6.0 6.0Lane Grp Cap (vph) 273 276 86 103 89 186 1727 112 1762 789v/s Ratio Prot 0.15 c0.15 0.01 c0.03 0.01 0.20 c0.05 0.30v/s Ratio Perm 0.00 c0.48v/c Ratio 0.84 0.84 0.23 0.53 0.03 0.20 0.36 0.69 0.55 0.87Uniform Delay, d1 50.7 50.7 57.3 58.2 56.4 57.2 16.7 58.1 18.4 24.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 18.9 19.3 0.5 2.6 0.1 0.2 0.6 16.1 1.2 12.6Delay (s) 69.6 70.0 57.8 60.8 56.4 57.4 17.3 74.2 19.7 37.4Level of Service E E E E E E B E B DApproach Delay (s) 64.8 58.8 19.6 30.4Approach LOS E E B C









Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 532 33 0 486 396 605Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.9 4.9 4.9Lane Util. Factor 0.97 1.00 0.95 0.95 1.00Frt 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 3100 1430 3195 3195 1430Flt Permitted 0.95 1.00 1.00 1.00 1.00Satd. Flow (perm) 3100 1430 3195 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 543 34 0 496 404 617RTOR Reduction (vph) 0 24 0 0 0 440Lane Group Flow (vph) 543 10 0 496 404 177Turn Type NA Prot NA NA PermProtected Phases 4 4 2 6Permitted Phases 6Actuated Green, G (s) 20.9 20.9 15.1 20.1 20.1Effective Green, g (s) 20.9 20.9 15.1 20.1 20.1Actuated g/C Ratio 0.30 0.30 0.22 0.29 0.29Clearance Time (s) 4.1 4.1 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 7.0 7.0 7.0Lane Grp Cap (vph) 926 427 689 917 411v/s Ratio Prot c0.18 0.01 c0.16 c0.13v/s Ratio Perm 0.12v/c Ratio 0.59 0.02 0.72 0.44 0.43Uniform Delay, d1 20.9 17.3 25.5 20.4 20.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.7 0.1 6.4 1.5 3.3Delay (s) 23.6 17.4 31.9 21.9 23.6Level of Service C B C C CApproach Delay (s) 23.2 31.9 22.9Approach LOS C C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 47 12 343 54 302 430 132 729 53 35 568 48Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 0.92 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1682 1430 2923 1598 3163 1598 3158Flt Permitted 0.24 1.00 1.00 0.93 0.35 1.00 0.27 1.00Satd. Flow (perm) 412 1682 1430 2738 591 3163 449 3158Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 48 12 350 55 308 439 135 744 54 36 580 49RTOR Reduction (vph) 0 0 122 0 76 0 0 5 0 0 6 0Lane Group Flow (vph) 48 12 228 0 726 0 135 793 0 36 623 0Turn Type Perm NA Perm Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 4 8 2 6Actuated Green, G (s) 43.9 43.9 43.9 43.9 47.1 47.1 47.1 47.1Effective Green, g (s) 43.9 43.9 43.9 43.9 47.1 47.1 47.1 47.1Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.47 0.47 0.47 0.47Clearance Time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 7.0 7.0 7.0 7.0Lane Grp Cap (vph) 181 738 628 1202 278 1490 211 1487v/s Ratio Prot 0.01 c0.25 0.20v/s Ratio Perm 0.12 0.16 c0.27 0.23 0.08v/c Ratio 0.27 0.02 0.36 0.60 0.49 0.53 0.17 0.42Uniform Delay, d1 17.8 15.8 18.7 21.4 18.1 18.7 15.2 17.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.6 0.0 1.6 2.3 4.7 1.1 1.7 0.9Delay (s) 21.4 15.9 20.3 23.7 22.8 19.7 17.0 18.3Level of Service C B C C C B B BApproach Delay (s) 20.3 23.7 20.2 18.2Approach LOS C C C B




Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 356 1029 342 396 553 42Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 6.1 6.1 6.1 5.1 5.1Lane Util. Factor 0.91 0.95 1.00 0.97 1.00Frt 1.00 1.00 0.85 1.00 0.85Flt Protected 0.99 1.00 1.00 0.95 1.00Satd. Flow (prot) 4533 3195 1430 3100 1430Flt Permitted 0.76 1.00 1.00 0.95 1.00Satd. Flow (perm) 3502 3195 1430 3100 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 363 1050 349 404 564 43RTOR Reduction (vph) 0 0 0 187 0 29Lane Group Flow (vph) 0 1413 349 217 564 14Turn Type Perm NA NA Perm NA ProtProtected Phases 2 6 7 7Permitted Phases 2 6Actuated Green, G (s) 42.9 42.9 42.9 25.9 25.9Effective Green, g (s) 42.9 42.9 42.9 25.9 25.9Actuated g/C Ratio 0.54 0.54 0.54 0.32 0.32Clearance Time (s) 6.1 6.1 6.1 5.1 5.1Vehicle Extension (s) 6.5 6.5 6.5 2.5 2.5Lane Grp Cap (vph) 1878 1713 767 1004 463v/s Ratio Prot 0.11 c0.18 0.01v/s Ratio Perm c0.40 0.15v/c Ratio 0.75 0.20 0.28 0.56 0.03Uniform Delay, d1 14.4 9.7 10.1 22.4 18.5Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.8 0.3 0.9 2.3 0.1Delay (s) 17.3 9.9 11.1 24.6 18.6Level of Service B A B C BApproach Delay (s) 17.3 10.5 24.2Approach LOS B B C









Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3Volume Total 62 1304 720 32 881 440Volume Left 28 0 0 32 0 0Volume Right 35 0 68 0 0 0cSH 171 1700 1700 271 1700 1700Volume to Capacity 0.36 0.77 0.42 0.12 0.52 0.26Queue Length 95th (ft) 39 0 0 10 0 0Control Delay (s) 37.8 0.0 0.0 20.0 0.0 0.0Lane LOS E CApproach Delay (s) 37.8 0.0 0.5Approach LOS E




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 106 645 1334 380 0 1330Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.9 4.9 4.9 4.9 4.9Lane Util. Factor 0.97 0.91 0.95 1.00 0.95Frt 0.89 0.85 1.00 0.85 1.00Flt Protected 0.99 1.00 1.00 1.00 1.00Satd. Flow (prot) 2859 1301 3195 1430 3195Flt Permitted 0.99 1.00 1.00 1.00 1.00Satd. Flow (perm) 2859 1301 3195 1430 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 108 658 1361 388 0 1357RTOR Reduction (vph) 16 16 0 201 0 0Lane Group Flow (vph) 421 313 1361 187 0 1357Turn Type NA Prot NA Perm NAProtected Phases 8 8 2 6Permitted Phases 2Actuated Green, G (s) 16.1 16.1 24.1 24.1 24.1Effective Green, g (s) 16.1 16.1 24.1 24.1 24.1Actuated g/C Ratio 0.32 0.32 0.48 0.48 0.48Clearance Time (s) 4.9 4.9 4.9 4.9 4.9Lane Grp Cap (vph) 921 419 1540 689 1540v/s Ratio Prot 0.15 c0.24 c0.43 0.42v/s Ratio Perm 0.13v/c Ratio 0.46 0.75 0.88 0.27 0.88Uniform Delay, d1 13.5 15.1 11.7 7.7 11.7Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.6 11.5 7.7 1.0 7.6Delay (s) 15.1 26.6 19.4 8.7 19.3Level of Service B C B A BApproach Delay (s) 20.0 17.0 19.3Approach LOS C B B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 792 60 750 70 89 62 229 1190 30 141 682 428Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Lane Util. Factor 0.95 0.91 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.93 0.85 0.96 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 0.98 1.00 0.98 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1397 1358 1593 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 0.98 1.00 0.67 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1397 1358 1088 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 808 61 765 71 91 63 234 1214 31 144 696 437RTOR Reduction (vph) 0 34 301 0 17 0 0 0 21 0 0 334Lane Group Flow (vph) 566 514 219 0 208 0 234 1214 10 144 696 103Turn Type Split NA Prot Perm NA Prot NA Perm Prot NA PermProtected Phases 7 7 7 8 5 2 1 6Permitted Phases 8 2 6Actuated Green, G (s) 23.4 23.4 23.4 10.4 13.6 28.4 28.4 5.3 20.1 20.1Effective Green, g (s) 23.4 23.4 23.4 10.4 13.6 28.4 28.4 5.3 20.1 20.1Actuated g/C Ratio 0.28 0.28 0.28 0.12 0.16 0.33 0.33 0.06 0.24 0.24Clearance Time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 7.0 7.0 2.0 7.0 7.0Lane Grp Cap (vph) 418 385 374 133 256 1068 478 100 756 338v/s Ratio Prot c0.37 0.37 0.16 0.15 c0.38 c0.09 0.22v/s Ratio Perm c0.19 0.01 0.07v/c Ratio 1.35 1.33 0.59 1.57 0.91 1.14 0.02 1.44 0.92 0.31Uniform Delay, d1 30.8 30.8 26.6 37.3 35.1 28.3 19.0 39.9 31.7 26.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 174.4 167.5 6.6 288.0 33.6 73.3 0.1 245.5 18.3 2.3Delay (s) 205.2 198.3 33.2 325.3 68.7 101.6 19.1 285.4 49.9 29.0Level of Service F F C F E F B F D CApproach Delay (s) 148.1 325.3 94.6 69.3Approach LOS F F F E




APPENDIX D.4 INTERSECTION LEVEL OF SERVICE

SR 60 LRT ALTERNATIVE

Appendix D.2 SR 60 LRT Alternative – LOS Results with V/C Ratios

# Intersection

Peak Hour

Existing No Build TSM Build Delay Change Impact?

V/C Delay LOS V/C Delay LOS V/C Delay LOS V/C Delay LOS

1 Atlantic Boulevard / Beverly Boulevard

AM 0.63 36.6 D 0.73 42.0 D 0.72 41.8 D 0.72 41.8 D -0.2 No PM 0.86 45.5 D 1.03 69.0 E 1.03 68.4 E 0.98 62.2 E -6.8 No

2 Atlantic Boulevard / Pomona Boulevard


3 Atlantic Boulevard / SR 60 EB Ramps

AM 0.57 15.5 B 0.73 20.5 C 0.72 20.0 C 0.72 19.7 B -0.8 No PM 0.62 16.8 B 0.89 22.4 C 0.73 18.1 B 0.72 18.0 B -4.4 No

4 Atlantic Boulevard / 1st Street / SR 60 WB Ramps

AM 0.73 17.5 B 1.01 59.9 E 0.99 60.7 E 0.97 60.9 E 1.0 No

PM 0.73 18.7 B 1.10 26.2 C 1.08 25.2 C 0.96 25.0 C -1.2 No

5 Hillview Avenue / Beverly Boulevard

AM 0.41 7.4 A 0.56 8.5 A 0.55 8.4 A 0.45 8.3 A -0.2 No PM 0.51 10.1 B 0.65 11.9 B 0.65 11.8 B 0.59 11.7 B -0.2 No

6 Hillview Avenue / Pomona Boulevard

AM 0.37 11.0 B 0.50 11.9 B 0.49 11.8 B 0.53 29.0 C 17.1 No PM 0.30 7.9 A 0.37 7.0 A 0.37 6.9 A 0.58 24.6 C 17.6 No

7 Gerhart Avenue / Pomona Boulevard / Via Campo

AM 0.26 13.0 B 0.30 14.0 B 0.29 14.0 B 0.34 13.9 B -0.1 No

PM 0.51 13.1 B 0.63 15.5 B 0.63 15.2 B 0.59 15.2 B -0.3 No

8 Gerhart Avenue / Pomona Boulevard

AM 0.32 10.0 B 0.40 10.5 B 0.39 10.5 B 0.36 10.5 B 0.0 No PM 0.44 13.9 B 0.53 17.4 B 0.53 17.1 B 0.38 17.0 B -0.4 No

9 Findlay Avenue / Pomona Boulevard

AM 0.48 13.9 B 0.64 16.9 B 0.63 16.6 B 0.53 16.5 B -0.4 No PM 0.40 15.1 B 0.45 16.2 B 0.45 16.0 B 0.46 16.0 B -0.2 No

10 Garfield Avenue / Pomona Boulevard

AM 0.97 61.4 E 1.28 >80 F 1.28 >80 F 1.08 162.6 F -1.7 No PM 0.91 53.1 D 1.04 76.8 E 1.03 75.1 E 1.03 76.4 E -0.4 No

11 Garfield Avenue / Via Campo AM 0.79 37.4 D 0.90 46.3 D 0.89 43.8 D 1.02 47.1 D 0.8 No PM 1.10 73.9 E 1.42 >80 F 1.42 >80 F 1.29 157.4 F -1.5 No

14 Wilcox Avenue/ Pomona Boulevard

AM 0.73 27.2 C 0.87 40.7 D 0.86 39.5 D 0.80 40.0 D -0.7 No PM 0.70 28.6 C 0.81 43.9 D 0.81 43.9 D 0.83 45.5 D 1.6 No

15 Wilcox Avenue / Via Campo AM 0.78 35.6 D 0.87 40.7 D 0.86 39.5 D 0.90 42.8 D 1.6 No PM 0.76 33.2 C 0.81 43.9 D 0.81 43.9 D 0.85 54.8 D 1.1 No

16 Fulton Avenue / Pomona Boulevard / SR 60 WB Off-Ramp

AM -- 13.8 B 0.87 40.7 D 0.86 39.5 D -- 15.8 C -0.1 No

PM -- 13.4 B 0.81 43.9 D 0.81 43.9 D -- 14.6 B 0.1 No

46 Potrero Grande Drive / Pomona Boulevard / SR 60 WB Off-Ramps

AM 0.63 26.0 C 0.74 30.6 C 0.73 30.2 C 0.74 30.2 C -0.4 No

PM 0.71 30.1 C 0.86 43.7 D 0.88 42.7 D 0.81 44.1 D 0.4 No

47 Paramount Boulevard / SR 60 EB Ramps / Neil Armstrong Street

AM 0.39 20.7 C 0.51 21.6 C 0.51 21.5 C 0.49 24.2 C 2.6 No PM 0.68 29.3 C 0.87 36.3 D 0.87 35.9 D 0.81 35.9 D -0.4 No

Appendix D.2 SR 60 LRT Alternative – LOS Results with V/C Ratios

# Intersection

Peak Hour



48 Paramount Boulevard / SR 60 WB Ramps / Town Center Drive

AM 0.47 16.9 B 0.58 17.1 B

0.57 17.0 B

0.63 18.0 B 0.9 No PM 0.84 23.1 C 1.14 37.0 D 1.13 36.6 D 1.08 37.6 D 0.6 No

49 Paramount Boulevard / Montebello Road

AM 0.40 19.9 B 0.52 29.7 C 0.52 28.6 C 0.46 27.4 C -2.3 No PM 0.60 31.8 C 0.70 52.7 D 0.70 51.9 D 0.78 51.2 D -1.5 No

50 Montebello Town Center / Montebello Boulevard

AM -- 9.6 A -- 10.0 B -- 10.0 B -- 10.0 B 0.0 No PM -- 10.8 B -- 11.5 B -- 11.4 B -- 11.5 B 0.0 No

51 Montebello Boulevard / SR 60 WB Ramps


52 Plaza Drive / Montebello Boulevard

AM 0.24 30.4 C 0.29 31.6 C 0.29 31.5 C 0.27 31.5 C -0.1 No PM 0.20 25.6 C 0.24 25.7 C 0.24 25.6 C 0.22 25.6 C -0.1 No

53 Walnut Grove Avenue / San Gabriel Boulevard

AM 0.57 25.3 C 0.75 29.1 C 0.74 28.9 C 0.62 28.9 C -0.2 No PM 0.71 28.0 C 0.84 33.0 C 0.83 32.8 C 0.86 33.0 C 0.0 No

54 San Gabriel Boulevard / SR 60 WB Ramps

AM 0.48 16.9 B 0.73 20.9 C 0.72 20.7 C 0.55 21.2 C 0.3 No PM 0.71 21.4 C 0.87 31.5 C 0.87 31.0 C 0.97 31.7 C 0.2 No

55 San Gabriel Boulevard / Montebello Town Center

AM 0.51 27.1 C 0.69 31.1 C 0.68 31.1 C 0.62 31.1 C 0.0 No PM 0.67 31.9 C 0.80 36.9 D 0.79 36.7 D 0.80 37.6 D 0.7 No

56 San Gabriel Boulevard / Plaza Drive

AM -- 10.2 B -- 10.4 B -- 10.4 B -- 10.4 B 0.0 No PM -- >50 F -- >50 F -- >50 F -- 213.5 F -10.0 No

57 Santa Anita Avenue / SR 60 EB Ramps

AM 0.62 27.1 C 0.82 79.2 E 0.81 78.8 E 0.84 91.7 F 12.5 Yes PM 0.49 23.7 C 0.57 25.1 C 0.57 25.1 C 0.66 43.5 D 18.4 Yes

58 Merced Avenue / SR 60 WB Ramps / Santa Anita Avenue

AM 0.58 20.7 C 0.74 23.3 C 0.73 23.2 C 0.71 25.3 C 2.0 No

PM 0.52 20.1 C 0.57 20.8 C 0.57 20.7 C 0.63 21.2 C 0.4 No

59 SR 60 EB Ramps / Durfee Avenue

AM 0.52 15.6 B 0.58 17.3 B 0.58 17.3 B 0.54 17.3 B 0.0 No PM 0.57 15.1 B 0.68 17.0 B 0.68 17.0 B 0.62 17.1 B 0.1 No

60 Durfee Avenue / Slack Road AM 0.82 27.8 C 0.94 58.0 E 0.93 56.5 E 0.94 60.0 E 2.0 No PM 0.73 19.6 B 0.78 23.4 C 0.78 23.0 C 0.85 23.4 C 0.0 No

61 Durfee Avenue / Farndon Street

AM -- 14.7 B -- 16.1 C -- 16.1 C -- 16.4 C 0.3 No PM -- 29.1 D -- 38.8 E -- 37.8 E -- 30.8 D -8.0 No

62 Durfee Avenue / SR 60 WB Ramps

AM 0.78 71.2 E 0.88 >80 F 0.87 >80 F 1.00 103.9 F -4.7 No

PM 0.76 15.7 B 0.84 18.9 B 0.83 18.4 B 0.88 18.9 B 0.0 No

63 Peck Road / Durfee Avenue AM 1.11 73.9 E 1.34 >80 F 1.34 >80 F 1.41 212.5 F 91.8 Yes PM 1.06 72.9 E -- 11.5 B -- 11.4 B 1.49 193.0 F 73.2 Yes

Source: AECOM 2010 Shading indicates LOS E or LOS F, which typically denotes unacceptable levels of congestion.

Appendix D.3 SR 60 LRT Alternative – LOS Results with V/C Ratios with Mitigations

# Intersection

Peak Hour

2035 No Build 2035 SR 60 Delay Change

Impact?

2035 SR 60 With Mitigations Delay

Change?

Remaining

Impact? V/C Dela

y LOS V/C Delay LOS V/C Dela

y LOS


AM 0.73

79.2 E 0.84

91.7 F 28.9

Yes 0.84

76.4 E -2.8 No

PM 0.56

25.1 C 0.66

43.5 D 23.1

Yes 0.64

30.0 C 4.9 No

63 Peck Road / Durfee Avenue

AM 1.19

>80 F 1.41

>80 F 112

Yes 1.03

119.8 F -0.9 No

PM 1.21

>80 F 1.49

>80 F 80.1

Yes >80

135.8 F 16.0 Yes


SR 60 Build AM Synchro 8 ReportPage 1





Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 149 100 10 114 248 432 34 1152 66 133 1003 173Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 4.5 4.0 4.5 4.5 4.0 4.5 4.0 4.5 4.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.95 1.00Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 1659 1598 1682 1430 1598 4554 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 1659 1598 1682 1430 1598 4554 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 152 102 10 116 253 441 35 1176 67 136 1023 177RTOR Reduction (vph) 0 3 0 0 0 163 0 5 0 0 0 103Lane Group Flow (vph) 152 109 0 116 253 278 35 1238 0 136 1023 74Turn Type Prot NA Prot NA Perm Prot NA Prot NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 6Actuated Green, G (s) 15.0 36.3 13.2 33.5 33.5 3.0 40.4 13.1 50.5 50.5Effective Green, g (s) 15.0 36.3 13.2 33.5 33.5 3.0 40.4 13.1 50.5 50.5Actuated g/C Ratio 0.12 0.30 0.11 0.28 0.28 0.02 0.34 0.11 0.42 0.42Clearance Time (s) 5.0 4.5 4.0 4.5 4.5 4.0 4.5 4.0 4.5 4.5Vehicle Extension (s) 1.5 4.5 3.0 4.5 4.5 3.0 4.5 3.0 4.5 4.5Lane Grp Cap (vph) 200 502 176 470 399 40 1533 174 1345 602v/s Ratio Prot c0.10 0.07 0.07 0.15 0.02 0.27 c0.09 c0.32v/s Ratio Perm c0.19 0.05v/c Ratio 0.76 0.22 0.66 0.54 0.70 0.88 0.81 0.78 0.76 0.12Uniform Delay, d1 50.8 31.2 51.2 36.7 38.7 58.3 36.3 52.1 29.6 21.2Progression Factor 1.00 1.00 0.94 1.06 1.21 0.65 1.15 1.00 1.00 1.00Incremental Delay, d2 14.1 1.0 7.2 3.6 8.1 82.1 3.8 20.0 4.1 0.4Delay (s) 64.9 32.2 55.2 42.6 55.0 120.0 45.5 72.1 33.7 21.7Level of Service E C E D D F D E C CApproach Delay (s) 51.0 51.1 47.5 36.0Approach LOS D D D D
















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 20 226 53 52 505 27 275 9 32 4 2 5Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.0 4.0 5.0 3.5 3.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.97 1.00 0.99 0.99 0.94Flt Protected 0.95 1.00 0.95 1.00 0.96 0.98Satd. Flow (prot) 1598 1634 1598 1669 1589 1550Flt Permitted 0.95 1.00 0.95 1.00 0.75 0.92Satd. Flow (perm) 1598 1634 1598 1669 1237 1455Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 20 231 54 53 515 28 281 9 33 4 2 5RTOR Reduction (vph) 0 6 0 0 1 0 0 4 0 0 3 0Lane Group Flow (vph) 20 279 0 53 542 0 0 319 0 0 8 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 5 2 1 6 4 4Permitted Phases 4 4Actuated Green, G (s) 3.0 60.2 10.4 67.6 36.9 36.9Effective Green, g (s) 3.0 60.2 10.4 67.6 36.9 36.9Actuated g/C Ratio 0.02 0.50 0.09 0.56 0.31 0.31Clearance Time (s) 4.0 5.0 4.0 5.0 3.5 3.5Vehicle Extension (s) 3.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 40 820 138 940 380 447v/s Ratio Prot 0.01 c0.17 0.03 c0.32v/s Ratio Perm c0.26 0.01v/c Ratio 0.50 0.34 0.38 0.58 0.84 0.02Uniform Delay, d1 57.8 18.0 51.8 16.9 38.8 28.9Progression Factor 1.22 0.56 1.00 1.00 1.00 1.00Incremental Delay, d2 7.9 0.9 1.8 2.6 14.9 0.0Delay (s) 78.6 10.9 53.6 19.5 53.7 28.9Level of Service E B D B D CApproach Delay (s) 15.3 22.5 53.7 28.9Approach LOS B C D C




















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 149 824 407 40 0 343 0 1131 284 171 730 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 0.91 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 1430 4591 1430 1454 3057Flt Permitted 0.95 1.00 1.00 0.16 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 269 1430 4591 1430 1454 3057Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 152 841 415 41 0 350 0 1154 290 174 745 0RTOR Reduction (vph) 0 0 168 0 0 252 0 0 138 0 0 0Lane Group Flow (vph) 152 841 247 41 0 98 0 1154 152 157 762 0Turn Type Perm NA custom D.Pm Over NA Perm Split NAProtected Phases 4 2 1 2 1 1Permitted Phases 4 4 2Actuated Green, G (s) 32.5 32.5 25.1 32.5 27.9 25.1 25.1 27.9 27.9Effective Green, g (s) 32.5 32.5 25.1 32.5 27.9 25.1 25.1 27.9 27.9Actuated g/C Ratio 0.32 0.32 0.25 0.32 0.28 0.25 0.25 0.28 0.28Clearance Time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 519 1038 359 87 399 1152 359 406 853v/s Ratio Prot c0.26 0.17 0.07 c0.25 0.11 c0.25v/s Ratio Perm 0.10 0.15 0.11v/c Ratio 0.29 0.81 0.69 0.47 0.24 1.00 0.42 0.39 0.89Uniform Delay, d1 25.2 30.9 33.9 26.9 27.9 37.5 31.4 29.1 34.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.44 1.42Incremental Delay, d2 0.4 5.1 10.3 5.4 0.7 26.9 3.6 0.4 4.6Delay (s) 25.6 36.1 44.2 32.3 28.6 64.4 35.0 42.4 53.9Level of Service C D D C C E D D DApproach Delay (s) 37.3 29.0 58.5 51.9Approach LOS D C E D








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 20 899 298 31 94 58 361 1027 202 124 505 45Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Lane Util. Factor 0.91 0.95 1.00 0.91 1.00 1.00 0.95Frt 0.96 0.95 1.00 1.00 0.85 1.00 0.99Flt Protected 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 4419 3018 1598 4591 1430 1598 3156Flt Permitted 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 4419 3018 1598 4591 1430 1598 3156Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 20 917 304 32 96 59 368 1048 206 127 515 46RTOR Reduction (vph) 0 65 0 0 56 0 0 0 83 0 8 0Lane Group Flow (vph) 0 1176 0 0 131 0 368 1048 123 127 553 0Turn Type Split NA Split NA Prot NA Perm Prot NAProtected Phases 4 4 3 3 5 2 1 6Permitted Phases 2Actuated Green, G (s) 27.9 4.9 18.9 30.4 30.4 9.8 21.3Effective Green, g (s) 27.9 4.9 18.9 30.4 30.4 9.8 21.3Actuated g/C Ratio 0.31 0.05 0.21 0.34 0.34 0.11 0.24Clearance Time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Vehicle Extension (s) 5.0 5.0 1.0 5.0 5.0 1.0 5.0Lane Grp Cap (vph) 1370 164 336 1551 483 174 747v/s Ratio Prot c0.27 c0.04 c0.23 c0.23 0.08 0.18v/s Ratio Perm 0.09v/c Ratio 0.86 0.80 1.10 0.68 0.26 0.73 0.74Uniform Delay, d1 29.2 42.1 35.5 25.6 21.6 38.8 31.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.1 26.5 77.1 2.4 1.3 12.2 6.5Delay (s) 35.3 68.5 112.7 27.9 22.9 51.0 38.3Level of Service D E F C C D DApproach Delay (s) 35.3 68.5 46.5 40.7Approach LOS D E D D













Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 257 98 215 8 0 61 0 1136 15 134 436 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 4.9 4.1 4.9Lane Util. Factor 0.95 0.95 1.00 1.00 0.88 0.91 0.97 0.95Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 1.00Flt Protected 0.95 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1518 1562 1430 1598 2516 4583 3100 3195Flt Permitted 0.95 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1518 1562 1430 1598 2516 4583 3100 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 262 100 219 8 0 62 0 1159 15 137 445 0RTOR Reduction (vph) 0 0 155 0 0 59 0 1 0 0 0 0Lane Group Flow (vph) 178 184 64 8 0 3 0 1173 0 137 445 0Turn Type Split NA Perm Prot custom NA Prot NAProtected Phases 7 7 8 8 2 1 6Permitted Phases 7Actuated Green, G (s) 25.4 25.4 25.4 3.7 3.7 32.9 6.7 43.7Effective Green, g (s) 25.4 25.4 25.4 3.7 3.7 32.9 6.7 43.7Actuated g/C Ratio 0.29 0.29 0.29 0.04 0.04 0.38 0.08 0.50Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 4.9 4.1 4.9Vehicle Extension (s) 2.0 2.0 2.0 1.5 1.5 6.0 1.5 6.0Lane Grp Cap (vph) 444 457 418 68 107 1735 239 1607v/s Ratio Prot 0.12 c0.12 c0.01 0.00 c0.26 c0.04 0.14v/s Ratio Perm 0.04v/c Ratio 0.40 0.40 0.15 0.12 0.02 0.68 0.57 0.28Uniform Delay, d1 24.7 24.7 22.8 40.0 39.9 22.5 38.7 12.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.7 2.6 0.8 0.3 0.0 2.1 2.1 0.4Delay (s) 27.3 27.3 23.6 40.3 39.9 24.7 40.8 12.9Level of Service C C C D D C D BApproach Delay (s) 25.9 40.0 24.7 19.5Approach LOS C D C B













Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2Volume Total 89 81 81 173 144 4 29Volume Left 89 0 0 0 0 4 0Volume Right 0 0 0 0 57 0 29cSH 1184 1700 1700 1700 1700 414 834Volume to Capacity 0.07 0.05 0.05 0.10 0.08 0.01 0.03Queue Length 95th (ft) 6 0 0 0 0 1 3Control Delay (s) 8.3 0.0 0.0 0.0 0.0 13.8 9.5Lane LOS A B AApproach Delay (s) 2.9 0.0 10.0Approach LOS B
















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 11 14 32 137 13 853 33 1364 240 128 1157 3Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Lane Util. Factor 1.00 1.00 0.95 0.95 1.00 0.91 1.00 0.95Frt 0.92 1.00 0.85 0.85 1.00 0.98 1.00 1.00Flt Protected 0.99 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1538 1598 1365 1358 1598 4488 1598 3194Flt Permitted 0.59 0.72 1.00 1.00 0.24 1.00 0.95 1.00Satd. Flow (perm) 912 1210 1365 1358 401 4488 1598 3194Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 11 14 33 140 13 870 34 1392 245 131 1181 3RTOR Reduction (vph) 0 25 0 0 247 247 0 26 0 0 0 0Lane Group Flow (vph) 0 33 0 140 192 197 34 1611 0 131 1184 0Turn Type Perm NA Perm NA Perm Perm NA Prot NAProtected Phases 4 8 2 1 6Permitted Phases 4 8 8 2Actuated Green, G (s) 20.1 20.1 20.1 20.1 38.0 38.0 11.0 53.0Effective Green, g (s) 20.1 20.1 20.1 20.1 38.0 38.0 11.0 53.0Actuated g/C Ratio 0.24 0.24 0.24 0.24 0.46 0.46 0.13 0.64Clearance Time (s) 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Vehicle Extension (s) 4.0 4.0 4.0 4.0 5.5 5.5 3.0 5.5Lane Grp Cap (vph) 221 293 331 329 184 2055 212 2040v/s Ratio Prot 0.14 c0.36 0.08 c0.37v/s Ratio Perm 0.04 0.12 c0.15 0.08v/c Ratio 0.15 0.48 0.58 0.60 0.18 0.78 0.62 0.58Uniform Delay, d1 24.7 27.0 27.7 27.9 13.3 19.0 34.0 8.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.4 1.7 2.9 3.4 2.2 3.1 5.3 1.2Delay (s) 25.2 28.6 30.7 31.3 15.5 22.1 39.3 9.8Level of Service C C C C B C D AApproach Delay (s) 25.2 30.7 22.0 12.8Approach LOS C C C B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 303 35 115 9 30 99 54 1174 36 81 373 834Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.97 0.95 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 0.96 1.00 0.99 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1537 1430 1663 1430 3100 3181 1598 3195 1430Flt Permitted 0.95 0.96 1.00 0.99 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1537 1430 1663 1430 3100 3181 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 309 36 117 9 31 101 55 1198 37 83 381 851RTOR Reduction (vph) 0 0 110 0 0 93 0 1 0 0 0 366Lane Group Flow (vph) 173 172 7 0 40 8 55 1234 0 83 381 485Turn Type Split NA Over Split NA Perm Prot NA Prot NA PermProtected Phases 8 8 1 7 7 1 6 5 2Permitted Phases 7 2Actuated Green, G (s) 19.0 19.0 7.3 10.1 10.1 7.3 68.3 12.0 72.9 72.9Effective Green, g (s) 19.0 19.0 7.3 10.1 10.1 7.3 68.3 12.0 72.9 72.9Actuated g/C Ratio 0.15 0.15 0.06 0.08 0.08 0.06 0.53 0.09 0.57 0.57Clearance Time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 3.0 6.0 6.0Lane Grp Cap (vph) 225 228 82 131 113 177 1697 150 1820 814v/s Ratio Prot c0.11 0.11 0.00 c0.02 0.02 c0.39 c0.05 0.12v/s Ratio Perm 0.01 0.34v/c Ratio 0.77 0.75 0.08 0.31 0.07 0.31 0.73 0.55 0.21 0.60Uniform Delay, d1 52.4 52.3 57.2 55.6 54.6 57.9 22.7 55.4 13.5 17.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 13.2 11.8 0.2 0.5 0.1 0.4 2.8 4.4 0.3 3.2Delay (s) 65.6 64.1 57.3 56.1 54.7 58.3 25.5 59.8 13.7 21.1Level of Service E E E E D E C E B CApproach Delay (s) 62.9 55.1 26.9 21.4Approach LOS E E C C









Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 469 52 0 979 844 735Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.9 4.9 4.9Lane Util. Factor 0.97 1.00 0.95 0.95 1.00Frt 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 3100 1430 3195 3195 1430Flt Permitted 0.95 1.00 1.00 1.00 1.00Satd. Flow (perm) 3100 1430 3195 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 479 53 0 999 861 750RTOR Reduction (vph) 0 36 0 0 0 556Lane Group Flow (vph) 479 17 0 999 861 194Turn Type NA Prot NA NA PermProtected Phases 4 4 2 6Permitted Phases 6Actuated Green, G (s) 21.9 21.9 16.1 18.1 18.1Effective Green, g (s) 21.9 21.9 16.1 18.1 18.1Actuated g/C Ratio 0.31 0.31 0.23 0.26 0.26Clearance Time (s) 4.1 4.1 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 7.0 7.0 7.0Lane Grp Cap (vph) 970 447 735 826 370v/s Ratio Prot c0.15 0.01 c0.31 c0.27v/s Ratio Perm 0.14v/c Ratio 0.49 0.04 1.36 1.04 0.52Uniform Delay, d1 19.5 16.7 26.9 25.9 22.3Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.8 0.2 170.4 42.9 5.2Delay (s) 21.3 16.9 197.4 68.8 27.5Level of Service C B F E CApproach Delay (s) 20.9 197.4 49.6Approach LOS C F D

Intersection SummaryHCM Average Control Delay 91.7 HCM Level of Service FHCM Volume to Capacity ratio 0.92Actuated Cycle Length (s) 70.0 Sum of lost time (s) 13.9Intersection Capacity Utilization 50.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 41 39 486 273 375 203 133 878 81 69 846 70Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 0.96 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 0.98 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1682 1430 3033 1598 3155 1598 3159Flt Permitted 0.20 1.00 1.00 0.84 0.22 1.00 0.20 1.00Satd. Flow (perm) 343 1682 1430 2574 366 3155 337 3159Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 42 40 496 279 383 207 136 896 83 70 863 71RTOR Reduction (vph) 0 0 62 0 30 0 0 7 0 0 6 0Lane Group Flow (vph) 42 40 434 0 839 0 136 972 0 70 928 0Turn Type Perm NA Perm Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 4 8 2 6Actuated Green, G (s) 41.9 41.9 41.9 41.9 49.1 49.1 49.1 49.1Effective Green, g (s) 41.9 41.9 41.9 41.9 49.1 49.1 49.1 49.1Actuated g/C Ratio 0.42 0.42 0.42 0.42 0.49 0.49 0.49 0.49Clearance Time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 7.0 7.0 7.0 7.0Lane Grp Cap (vph) 144 705 599 1079 180 1549 165 1551v/s Ratio Prot 0.02 0.31 0.29v/s Ratio Perm 0.12 0.30 c0.33 c0.37 0.21v/c Ratio 0.29 0.06 0.72 0.78 0.76 0.63 0.42 0.60Uniform Delay, d1 19.2 17.3 24.2 25.0 20.6 18.7 16.4 18.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.1 0.2 7.4 5.5 22.8 1.6 7.8 1.7Delay (s) 24.3 17.4 31.7 30.6 43.4 20.3 24.2 20.1Level of Service C B C C D C C CApproach Delay (s) 30.2 30.6 23.1 20.3Approach LOS C C C C








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 119 18 323 44 38 21 266 775 6 7 1579 134Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 3.5 3.5 3.5 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.85 0.97 1.00 1.00 1.00 1.00 0.85Flt Protected 0.96 1.00 0.98 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1612 1430 1602 1598 3192 1598 3195 1430Flt Permitted 0.68 1.00 0.84 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1139 1430 1370 1598 3192 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 121 18 330 45 39 21 271 791 6 7 1611 137RTOR Reduction (vph) 0 0 151 0 13 0 0 0 0 0 0 77Lane Group Flow (vph) 0 139 179 0 92 0 271 797 0 7 1611 60Turn Type Perm NA Perm Perm NA Prot NA Prot NA PermProtected Phases 4 4 1 6 5 2Permitted Phases 4 4 4 2Actuated Green, G (s) 15.7 15.7 15.7 17.8 52.0 0.8 35.0 35.0Effective Green, g (s) 15.7 15.7 15.7 17.8 52.0 0.8 35.0 35.0Actuated g/C Ratio 0.20 0.20 0.20 0.22 0.65 0.01 0.43 0.43Clearance Time (s) 3.5 3.5 3.5 3.5 5.0 3.5 5.0 5.0Vehicle Extension (s) 3.0 3.0 3.0 2.0 2.0 2.0 3.0 3.0Lane Grp Cap (vph) 222 279 267 353 2062 16 1389 622v/s Ratio Prot c0.17 0.25 0.00 c0.50v/s Ratio Perm 0.12 c0.13 0.07 0.04v/c Ratio 0.63 0.64 0.35 0.77 0.39 0.44 1.16 0.10Uniform Delay, d1 29.7 29.8 28.0 29.4 6.7 39.6 22.8 13.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 5.4 5.0 0.8 8.7 0.5 6.8 80.3 0.3Delay (s) 35.1 34.8 28.7 38.1 7.3 46.4 103.1 13.7Level of Service D C C D A D F BApproach Delay (s) 34.9 28.7 15.1 95.9Approach LOS C C B F













Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 472 79 473 80 158 30 470 1088 59 418 652 888Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.0 3.7 4.6 4.6 3.7 4.6 4.6Lane Util. Factor 0.95 0.91 0.95 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.93 0.85 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 0.98 1.00 0.98 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1407 1358 1654 1430 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 0.98 1.00 0.74 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1407 1358 1237 1430 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 482 81 483 82 161 31 480 1110 60 427 665 906RTOR Reduction (vph) 0 32 253 0 0 31 0 0 37 0 0 415Lane Group Flow (vph) 361 325 75 0 243 0 480 1110 23 427 665 491Turn Type Split NA Prot Perm NA NA Prot NA Perm Prot NA PermProtected Phases 7 7 7 8 5 2 1 6Permitted Phases 8 2 6Actuated Green, G (s) 19.4 19.4 19.4 9.4 0.0 14.3 32.1 32.1 6.6 24.4 24.4Effective Green, g (s) 19.4 19.4 19.4 9.4 0.0 14.3 32.1 32.1 6.6 24.4 24.4Actuated g/C Ratio 0.23 0.23 0.23 0.11 0.00 0.17 0.38 0.38 0.08 0.29 0.29Clearance Time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 7.0 7.0 2.0 7.0 7.0Lane Grp Cap (vph) 346 321 310 137 0 269 1207 540 124 917 410v/s Ratio Prot c0.24 0.23 0.06 c0.30 0.35 c0.27 0.21v/s Ratio Perm c0.20 0.02 c0.34v/c Ratio 1.04 1.01 0.24 1.77 0.00 1.78 0.92 0.04 3.44 0.73 1.20Uniform Delay, d1 32.8 32.8 26.8 37.8 42.5 35.4 25.2 16.7 39.2 27.3 30.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 60.1 53.1 1.8 376.1 0.0 367.6 12.6 0.1 1119.7 5.0 110.4Delay (s) 92.9 85.9 28.6 413.9 42.5 402.9 37.9 16.9 1158.9 32.3 140.7Level of Service F F C F D F D B F C FApproach Delay (s) 70.4 371.8 143.3 322.2Approach LOS E F F F



SR 60 Build PM Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 50 848 80 178 357 195 70 1120 117 356 1097 44Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.91 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 4526 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 1598 4526 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 51 865 82 182 364 199 71 1143 119 363 1119 45RTOR Reduction (vph) 0 0 59 0 0 132 0 10 0 0 0 25Lane Group Flow (vph) 51 865 23 182 364 67 71 1252 0 363 1119 20Turn Type Prot NA Perm Prot NA Perm Prot NA Prot NA customProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 6 2 6Actuated Green, G (s) 6.5 31.3 31.3 15.5 40.3 40.3 7.0 31.7 25.5 50.2 31.3Effective Green, g (s) 6.5 31.3 31.3 15.5 40.3 40.3 7.0 31.7 25.5 50.2 31.3Actuated g/C Ratio 0.05 0.26 0.26 0.13 0.34 0.34 0.06 0.26 0.21 0.42 0.26Clearance Time (s) 3.5 4.5 4.5 3.5 4.5 4.5 3.5 4.5 3.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 5.0 1.5 5.0 1.5 5.0 5.0Lane Grp Cap (vph) 87 833 373 206 1073 480 93 1196 340 1337 373v/s Ratio Prot 0.03 c0.27 c0.11 0.11 0.04 c0.28 c0.23 0.35v/s Ratio Perm 0.02 0.05 0.01v/c Ratio 0.59 1.04 0.06 0.88 0.34 0.14 0.76 1.05 1.07 0.84 0.05Uniform Delay, d1 55.4 44.4 33.3 51.4 29.9 27.8 55.7 44.1 47.2 31.2 33.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.52 0.86 1.92Incremental Delay, d2 6.3 41.6 0.3 32.2 0.9 0.6 27.7 39.1 51.2 2.3 0.1Delay (s) 61.8 85.9 33.6 83.6 30.7 28.4 83.4 83.2 76.0 29.0 64.0Level of Service E F C F C C F F E C EApproach Delay (s) 80.4 43.0 83.2 41.2Approach LOS F D F D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 204 239 18 62 105 210 38 1251 79 358 1350 91Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 4.5 5.0 4.5 4.5 3.5 4.5 3.5 4.5 4.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.95 1.00Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 1664 1598 1682 1430 1598 4550 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 1664 1598 1682 1430 1598 4550 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 208 244 18 63 107 214 39 1277 81 365 1378 93RTOR Reduction (vph) 0 2 0 0 0 155 0 6 0 0 0 43Lane Group Flow (vph) 208 260 0 63 107 59 39 1352 0 365 1378 50Turn Type Prot NA Prot NA Perm Prot NA Prot NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 6Actuated Green, G (s) 14.5 40.2 7.3 33.0 33.0 3.2 33.8 21.2 51.8 51.8Effective Green, g (s) 14.5 40.2 7.3 33.0 33.0 3.2 33.8 21.2 51.8 51.8Actuated g/C Ratio 0.12 0.34 0.06 0.28 0.28 0.03 0.28 0.18 0.43 0.43Clearance Time (s) 5.0 4.5 5.0 4.5 4.5 3.5 4.5 3.5 4.5 4.5Vehicle Extension (s) 1.5 4.5 1.5 4.5 4.5 1.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 193 557 97 463 393 43 1282 282 1379 617v/s Ratio Prot c0.13 c0.16 c0.04 0.06 0.02 c0.30 c0.23 0.43v/s Ratio Perm 0.04 0.04v/c Ratio 1.08 0.47 0.65 0.23 0.15 0.91 1.05 1.29 1.00 0.08Uniform Delay, d1 52.8 31.5 55.1 33.7 32.9 58.3 43.1 49.4 34.1 20.1Progression Factor 1.00 1.00 1.21 0.95 2.04 0.53 0.96 1.00 1.00 1.00Incremental Delay, d2 87.0 2.8 10.4 1.1 0.8 55.4 32.5 156.2 24.1 0.3Delay (s) 139.7 34.2 76.9 33.3 67.8 86.1 73.8 205.6 58.1 20.3Level of Service F C E C E F E F E CApproach Delay (s) 80.9 59.7 74.1 85.6Approach LOS F E E F




Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 501 676 0 1619 1153 327Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 0.97 0.91 0.91 0.95 1.00Frt 0.94 0.85 1.00 1.00 0.85Flt Protected 0.97 1.00 1.00 1.00 1.00Satd. Flow (prot) 2985 1301 4591 3195 1430Flt Permitted 0.97 1.00 1.00 1.00 1.00Satd. Flow (perm) 2985 1301 4591 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 511 690 0 1652 1177 334RTOR Reduction (vph) 24 24 0 0 0 174Lane Group Flow (vph) 798 355 0 1652 1177 160Turn Type NA Perm NA NA PermProtected Phases 4 2 2Permitted Phases 4 2Actuated Green, G (s) 32.4 32.4 38.4 38.4 38.4Effective Green, g (s) 32.4 32.4 38.4 38.4 38.4Actuated g/C Ratio 0.40 0.40 0.48 0.48 0.48Clearance Time (s) 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 6.0 6.0 6.5 6.5 6.5Lane Grp Cap (vph) 1209 527 2204 1534 686v/s Ratio Prot 0.27 0.36 c0.37v/s Ratio Perm c0.27 0.11v/c Ratio 0.66 0.67 0.75 0.77 0.23Uniform Delay, d1 19.3 19.5 16.9 17.1 12.2Progression Factor 1.00 1.00 1.00 0.67 0.38Incremental Delay, d2 2.8 6.8 2.4 2.9 0.6Delay (s) 22.2 26.2 19.3 14.4 5.2Level of Service C C B B AApproach Delay (s) 23.5 19.3 12.4Approach LOS C B B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 115 0 435 312 182 308 148 1074 0 0 1216 110Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 0.91Frt 1.00 0.85 0.94 1.00 1.00 0.99Flt Protected 0.95 1.00 0.98 0.95 1.00 1.00Satd. Flow (prot) 1598 1430 2954 1598 3195 4534Flt Permitted 0.20 1.00 0.98 0.15 1.00 1.00Satd. Flow (perm) 338 1430 2954 244 3195 4534Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 117 0 444 318 186 314 151 1096 0 0 1241 112RTOR Reduction (vph) 0 0 31 0 46 0 0 0 0 0 13 0Lane Group Flow (vph) 117 0 413 0 772 0 151 1096 0 0 1340 0Turn Type D.Pm custom Perm NA Perm NA Perm NAProtected Phases 4 2 6Permitted Phases 4 4 4 2 2Actuated Green, G (s) 29.0 29.0 29.0 43.0 43.0 43.0Effective Green, g (s) 29.0 29.0 29.0 43.0 43.0 43.0Actuated g/C Ratio 0.36 0.36 0.36 0.54 0.54 0.54Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 123 518 1071 131 1717 2437v/s Ratio Prot 0.34 0.30v/s Ratio Perm c0.35 0.29 0.26 c0.62v/c Ratio 0.95 0.80 0.72 1.15 0.64 0.55Uniform Delay, d1 24.8 22.9 22.0 18.5 13.0 12.1Progression Factor 1.00 1.00 1.00 0.91 0.92 1.00Incremental Delay, d2 68.9 12.0 4.2 111.3 1.2 0.9Delay (s) 93.7 34.9 26.2 128.1 13.2 13.0Level of Service F C C F B BApproach Delay (s) 47.2 26.2 27.1 13.0Approach LOS D C C B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 19 583 65 52 247 3 115 5 59 15 7 11Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.0 4.0 5.0 3.5 3.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 1.00 0.96 0.95Flt Protected 0.95 1.00 0.95 1.00 0.97 0.98Satd. Flow (prot) 1598 1657 1598 1679 1557 1570Flt Permitted 0.95 1.00 0.95 1.00 0.81 0.88Satd. Flow (perm) 1598 1657 1598 1679 1308 1413Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 19 595 66 53 252 3 117 5 60 15 7 11RTOR Reduction (vph) 0 3 0 0 0 0 0 17 0 0 9 0Lane Group Flow (vph) 19 658 0 53 255 0 0 165 0 0 24 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 5 2 1 6 4 4Permitted Phases 4 4Actuated Green, G (s) 3.1 77.1 9.6 83.6 20.8 20.8Effective Green, g (s) 3.1 77.1 9.6 83.6 20.8 20.8Actuated g/C Ratio 0.03 0.64 0.08 0.70 0.17 0.17Clearance Time (s) 4.0 5.0 4.0 5.0 3.5 3.5Vehicle Extension (s) 3.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 41 1065 128 1170 227 245v/s Ratio Prot 0.01 c0.40 c0.03 0.15v/s Ratio Perm c0.13 0.02v/c Ratio 0.46 0.62 0.41 0.22 0.73 0.10Uniform Delay, d1 57.6 12.7 52.5 6.5 46.9 41.7Progression Factor 0.86 1.38 1.00 1.00 1.00 1.00Incremental Delay, d2 2.0 0.7 2.2 0.4 11.1 0.2Delay (s) 51.8 18.2 54.7 6.9 58.0 41.9Level of Service D B D A E DApproach Delay (s) 19.2 15.2 58.0 41.9Approach LOS B B E D








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 117 230 83 37 327 0 0 516 71Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 4.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.96 1.00 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3068 1598 3195 1655Flt Permitted 0.95 1.00 0.22 1.00 1.00Satd. Flow (perm) 1598 3068 370 3195 1655Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 119 235 85 38 334 0 0 527 72RTOR Reduction (vph) 0 0 0 0 50 0 0 0 0 0 8 0Lane Group Flow (vph) 0 0 0 119 270 0 38 334 0 0 591 0Turn Type Perm NA Perm NA NAProtected Phases 2 4 8Permitted Phases 2 4Actuated Green, G (s) 25.0 25.0 25.5 25.5 25.5Effective Green, g (s) 25.0 25.0 25.5 25.5 25.5Actuated g/C Ratio 0.42 0.42 0.42 0.42 0.42Clearance Time (s) 5.0 5.0 4.5 4.5 4.5Lane Grp Cap (vph) 666 1278 157 1358 703v/s Ratio Prot c0.09 0.10 c0.36v/s Ratio Perm 0.07 0.10v/c Ratio 0.18 0.21 0.24 0.25 0.84Uniform Delay, d1 11.0 11.2 11.1 11.1 15.4Progression Factor 1.00 1.00 0.59 0.59 1.00Incremental Delay, d2 0.6 0.4 3.5 0.4 11.6Delay (s) 11.6 11.6 10.0 7.0 27.1Level of Service B B A A CApproach Delay (s) 0.0 11.6 7.3 27.1Approach LOS A B A C








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 318 1029 347 561 845 0 0 861 121Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 0.91 1.00 0.91 0.91 0.95 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.99 1.00 0.95 0.99 1.00 1.00Satd. Flow (prot) 4538 1430 1454 3044 3195 1430Flt Permitted 0.99 1.00 0.95 0.99 1.00 1.00Satd. Flow (perm) 4538 1430 1454 3044 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 324 1050 354 572 862 0 0 879 123RTOR Reduction (vph) 0 0 0 0 0 127 0 0 0 0 0 37Lane Group Flow (vph) 0 0 0 0 1374 227 463 971 0 0 879 86Turn Type Perm NA Perm Split NA NA PermProtected Phases 4 1 1 2Permitted Phases 4 4 2Actuated Green, G (s) 28.5 28.5 32.5 32.5 25.5 25.5Effective Green, g (s) 28.5 28.5 32.5 32.5 25.5 25.5Actuated g/C Ratio 0.28 0.28 0.32 0.32 0.26 0.26Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 1293 408 473 989 815 365v/s Ratio Prot 0.32 c0.32 c0.28v/s Ratio Perm 0.30 0.16 0.06v/c Ratio 1.06 0.56 0.98 0.98 1.08 0.24Uniform Delay, d1 35.8 30.4 33.4 33.5 37.2 29.5Progression Factor 1.00 1.00 1.69 1.69 1.00 1.00Incremental Delay, d2 43.5 2.0 28.7 19.3 54.9 1.5Delay (s) 79.2 32.4 85.1 75.8 92.1 31.1Level of Service E C F E F CApproach Delay (s) 0.0 69.7 78.8 84.6Approach LOS A E E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 162 1509 811 62 0 116 0 1122 327 396 789 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 0.91 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 1430 4591 1430 1454 3054Flt Permitted 0.95 1.00 1.00 0.11 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 192 1430 4591 1430 1454 3054Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 165 1540 828 63 0 118 0 1145 334 404 805 0RTOR Reduction (vph) 0 0 184 0 0 94 0 0 22 0 0 0Lane Group Flow (vph) 165 1540 644 63 0 24 0 1145 312 364 845 0Turn Type Perm NA custom D.Pm Over NA Perm Split NAProtected Phases 4 2 1 2 1 1Permitted Phases 4 4 2Actuated Green, G (s) 35.0 35.0 30.0 35.0 20.5 30.0 30.0 20.5 20.5Effective Green, g (s) 35.0 35.0 30.0 35.0 20.5 30.0 30.0 20.5 20.5Actuated g/C Ratio 0.35 0.35 0.30 0.35 0.20 0.30 0.30 0.20 0.20Clearance Time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 559 1118 429 67 293 1377 429 298 626v/s Ratio Prot c0.48 c0.45 0.02 0.25 0.25 c0.28v/s Ratio Perm 0.10 0.33 0.22v/c Ratio 0.30 1.38 1.50 0.94 0.08 0.83 0.73 1.22 1.35Uniform Delay, d1 23.6 32.5 35.0 31.5 32.1 32.6 31.3 39.8 39.8Progression Factor 1.00 1.00 1.00 1.00 1.00 0.95 0.93 1.31 1.31Incremental Delay, d2 0.4 175.5 237.4 89.5 0.3 5.7 9.8 102.6 158.4Delay (s) 24.0 208.0 272.4 121.0 32.4 36.8 38.9 154.5 210.4Level of Service C F F F C D D F FApproach Delay (s) 217.1 63.2 37.3 193.6Approach LOS F E D F








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 58 1495 549 12 18 58 125 621 281 167 611 29Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Lane Util. Factor 0.91 0.95 1.00 0.91 1.00 1.00 0.95Frt 0.96 0.90 1.00 1.00 0.85 1.00 0.99Flt Protected 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 4406 2858 1598 4591 1430 1598 3173Flt Permitted 1.00 0.99 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 4406 2858 1598 4591 1430 1598 3173Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 59 1526 560 12 18 59 128 634 287 170 623 30RTOR Reduction (vph) 0 68 0 0 57 0 0 0 95 0 4 0Lane Group Flow (vph) 0 2077 0 0 32 0 128 634 192 170 649 0Turn Type Split NA Split NA Prot NA Perm Prot NAProtected Phases 4 4 3 3 5 2 1 6Permitted Phases 2Actuated Green, G (s) 40.2 3.3 8.6 19.1 19.1 10.4 20.9Effective Green, g (s) 40.2 3.3 8.6 19.1 19.1 10.4 20.9Actuated g/C Ratio 0.45 0.04 0.10 0.21 0.21 0.12 0.23Clearance Time (s) 4.5 4.5 3.5 4.5 4.5 3.5 4.5Vehicle Extension (s) 5.0 5.0 1.0 5.0 5.0 1.0 5.0Lane Grp Cap (vph) 1968 105 153 974 303 185 737v/s Ratio Prot c0.47 c0.01 0.08 0.14 c0.11 c0.20v/s Ratio Perm 0.13v/c Ratio 1.06 0.31 0.84 0.65 0.63 0.92 0.88Uniform Delay, d1 24.9 42.2 40.0 32.4 32.3 39.4 33.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 36.7 3.4 29.8 3.4 9.7 42.6 14.3Delay (s) 61.6 45.7 69.8 35.8 41.9 82.0 47.6Level of Service E D E D D F DApproach Delay (s) 61.6 45.7 41.6 54.7Approach LOS E D D D









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 70 43 152 353 575 111 46 118 629 216 266 8Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.9 4.9 3.7 4.9 4.6 4.6 4.6Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.98 1.00 0.85 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 0.99 1.00 0.98Satd. Flow (prot) 1598 1682 1430 1598 3118 1658 1430 1642Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.81 1.00 0.76Satd. Flow (perm) 1598 1682 1430 1598 3118 1362 1430 1268Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 71 44 155 360 587 113 47 120 642 220 271 8RTOR Reduction (vph) 0 0 115 0 18 0 0 0 409 0 1 0Lane Group Flow (vph) 71 44 40 360 682 0 0 167 233 0 498 0Turn Type Prot NA Perm Prot NA Perm NA Perm NAProtected Phases 5 2 1 6 8 4Permitted Phases 2 8 8Actuated Green, G (s) 7.2 21.8 21.8 19.3 33.5 31.0 31.0 31.0Effective Green, g (s) 7.2 21.8 21.8 19.3 33.5 31.0 31.0 31.0Actuated g/C Ratio 0.08 0.26 0.26 0.23 0.39 0.36 0.36 0.36Clearance Time (s) 4.1 4.9 4.9 3.7 4.9 4.6 4.6 4.6Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 135 430 365 362 1225 495 520 461v/s Ratio Prot 0.04 0.03 c0.23 c0.22v/s Ratio Perm 0.03 0.12 0.16 c0.39v/c Ratio 0.53 0.10 0.11 0.99 0.56 0.34 0.45 1.08Uniform Delay, d1 37.4 24.3 24.3 32.9 20.1 19.7 20.7 27.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.7 0.5 0.6 45.6 1.8 1.8 2.8 65.5Delay (s) 41.1 24.7 24.9 78.5 22.0 21.5 23.4 92.6Level of Service D C C E C C C FApproach Delay (s) 29.1 41.2 23.0 92.6Approach LOS C D C F








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 5 5 137 567 16 275 141 725 534 0 1040 10Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.9 4.9 4.9 4.9Lane Util. Factor 1.00 1.00 1.00 1.00 0.95 1.00 0.91Frt 0.87 1.00 0.85 1.00 1.00 0.85 1.00Flt Protected 1.00 0.95 1.00 0.95 1.00 1.00 1.00Satd. Flow (prot) 1467 1604 1430 1598 3195 1430 4585Flt Permitted 0.98 0.65 1.00 0.19 1.00 1.00 1.00Satd. Flow (perm) 1448 1099 1430 311 3195 1430 4585Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 5 5 140 579 16 281 144 740 545 0 1061 10RTOR Reduction (vph) 0 14 0 0 0 46 0 0 330 0 1 0Lane Group Flow (vph) 0 136 0 0 595 235 144 740 215 0 1070 0Turn Type Perm NA Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 6Permitted Phases 4 4 4 2 2 6Actuated Green, G (s) 39.0 39.0 39.0 31.5 31.5 31.5 31.5Effective Green, g (s) 39.0 39.0 39.0 31.5 31.5 31.5 31.5Actuated g/C Ratio 0.49 0.49 0.49 0.39 0.39 0.39 0.39Clearance Time (s) 4.6 4.6 4.6 4.9 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 706 536 697 122 1258 563 1805v/s Ratio Prot 0.23 0.23v/s Ratio Perm 0.09 c0.54 0.16 c0.46 0.15v/c Ratio 0.19 1.11 0.34 1.18 0.59 0.38 0.59Uniform Delay, d1 11.6 20.5 12.6 24.2 19.1 17.3 19.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 72.6 1.3 138.0 2.0 2.0 1.4Delay (s) 12.2 93.1 13.9 162.2 21.2 19.3 20.6Level of Service B F B F C B CApproach Delay (s) 12.2 67.7 34.6 20.6Approach LOS B E C C





















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 5 8 9 973 26 47 0 975 857 58 975 16Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 4.0 4.0 7.0 4.0 7.0 7.0Lane Util. Factor 1.00 0.95 0.95 0.95 0.88 1.00 0.95Frt 0.94 1.00 0.99 1.00 0.85 1.00 1.00Flt Protected 0.99 0.95 0.96 1.00 1.00 0.95 1.00Satd. Flow (prot) 1571 1518 1511 3195 2516 1598 3188Flt Permitted 0.99 0.95 0.96 1.00 1.00 0.15 1.00Satd. Flow (perm) 1571 1518 1511 3195 2516 249 3188Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 5 8 9 993 27 48 0 995 874 59 995 16RTOR Reduction (vph) 0 9 0 0 3 0 0 0 578 0 1 0Lane Group Flow (vph) 0 13 0 536 529 0 0 995 296 59 1010 0Turn Type Split NA Split NA Perm NA custom Perm NAProtected Phases 5 5 3 6 3 6 4 3 4Permitted Phases 4 4Actuated Green, G (s) 1.6 45.9 45.9 38.0 33.9 38.0 38.0Effective Green, g (s) 1.6 42.4 42.4 38.0 33.9 38.0 38.0Actuated g/C Ratio 0.02 0.42 0.42 0.38 0.34 0.38 0.38Clearance Time (s) 3.5 7.0 4.0 7.0 7.0Vehicle Extension (s) 3.0 3.0 4.0 3.0 3.0Lane Grp Cap (vph) 25 644 641 1214 853 95 1211v/s Ratio Prot c0.01 c0.35 0.35 0.31 0.12 c0.32v/s Ratio Perm 0.24v/c Ratio 0.53 0.83 0.82 0.82 0.35 0.62 0.83Uniform Delay, d1 48.8 25.6 25.5 27.9 24.8 25.2 28.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 18.5 9.4 8.9 6.3 0.3 26.8 6.8Delay (s) 67.3 35.0 34.4 34.2 25.1 52.0 35.0Level of Service E D C C C D CApproach Delay (s) 67.3 34.7 29.9 35.9Approach LOS E C C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 10 20 37 233 26 911 76 879 154 210 1740 16Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Lane Util. Factor 0.95 0.95 1.00 0.95 0.95 1.00 0.91 1.00 0.95Frt 1.00 0.90 1.00 0.86 0.85 1.00 0.98 1.00 1.00Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1518 1442 1598 1371 1358 1598 4489 1598 3191Flt Permitted 0.17 0.90 0.72 1.00 1.00 0.11 1.00 0.95 1.00Satd. Flow (perm) 275 1305 1205 1371 1358 192 4489 1598 3191Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 10 20 38 238 27 930 78 897 157 214 1776 16RTOR Reduction (vph) 0 12 0 0 197 197 0 30 0 0 1 0Lane Group Flow (vph) 9 47 0 238 286 277 78 1024 0 214 1791 0Turn Type Perm NA Perm NA Perm Perm NA Prot NAProtected Phases 4 8 2 1 6Permitted Phases 4 8 8 2Actuated Green, G (s) 23.2 23.2 23.2 23.2 23.2 35.1 35.1 10.8 49.9Effective Green, g (s) 23.2 23.2 23.2 23.2 23.2 35.1 35.1 10.8 49.9Actuated g/C Ratio 0.28 0.28 0.28 0.28 0.28 0.42 0.42 0.13 0.60Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 5.3 5.3 4.0 5.3Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 5.5 5.5 3.0 5.5Lane Grp Cap (vph) 77 365 337 383 380 81 1898 208 1918v/s Ratio Prot c0.21 0.23 0.13 c0.56v/s Ratio Perm 0.03 0.04 0.20 0.20 0.41v/c Ratio 0.12 0.13 0.71 0.75 0.73 0.96 0.54 1.03 0.93Uniform Delay, d1 22.3 22.3 26.8 27.2 27.0 23.3 17.9 36.1 15.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.9 0.2 7.1 8.2 7.3 90.2 1.1 70.1 9.9Delay (s) 23.2 22.6 33.9 35.4 34.3 113.5 19.0 106.2 25.0Level of Service C C C D C F B F CApproach Delay (s) 22.6 34.7 25.5 33.7Approach LOS C C C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 423 44 325 21 33 46 39 602 13 74 941 979Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Lane Util. Factor 0.95 0.95 1.00 1.00 1.00 0.97 0.95 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.85 1.00 1.00 1.00 1.00 0.85Flt Protected 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1535 1430 1650 1430 3100 3186 1598 3195 1430Flt Permitted 0.95 0.96 1.00 0.98 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1535 1430 1650 1430 3100 3186 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 432 45 332 21 34 47 40 614 13 76 960 999RTOR Reduction (vph) 0 0 312 0 0 44 0 1 0 0 0 310Lane Group Flow (vph) 238 239 20 0 55 3 40 626 0 76 960 689Turn Type Split NA Over Split NA Perm Prot NA Prot NA PermProtected Phases 8 8 1 7 7 1 6 5 2Permitted Phases 7 2Actuated Green, G (s) 23.5 23.5 7.7 8.0 8.0 7.7 69.1 8.8 70.1 70.1Effective Green, g (s) 23.5 23.5 7.7 8.0 8.0 7.7 69.1 8.8 70.1 70.1Actuated g/C Ratio 0.18 0.18 0.06 0.06 0.06 0.06 0.54 0.07 0.55 0.55Clearance Time (s) 4.6 4.6 4.1 4.6 4.6 4.1 5.4 4.0 5.4 5.4Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 6.0 3.0 6.0 6.0Lane Grp Cap (vph) 279 282 86 103 89 186 1720 110 1750 783v/s Ratio Prot c0.16 0.16 0.01 c0.03 0.01 0.20 c0.05 0.30v/s Ratio Perm 0.00 c0.48v/c Ratio 0.85 0.85 0.23 0.53 0.03 0.22 0.36 0.69 0.55 0.88Uniform Delay, d1 50.6 50.5 57.3 58.2 56.4 57.3 16.9 58.3 18.7 25.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 20.8 19.6 0.5 2.6 0.1 0.2 0.6 17.1 1.2 13.5Delay (s) 71.4 70.2 57.8 60.8 56.4 57.5 17.5 75.3 20.0 38.8Level of Service E E E E E E B E B DApproach Delay (s) 65.5 58.8 19.9 31.3Approach LOS E E B C










Intersection SummaryHCM Average Control Delay 43.5 HCM Level of Service DHCM Volume to Capacity ratio 0.67Actuated Cycle Length (s) 70.0 Sum of lost time (s) 13.9Intersection Capacity Utilization 43.8% ICU Level of Service AAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 47 12 344 85 302 434 137 735 72 35 569 48Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Lane Util. Factor 1.00 1.00 1.00 0.95 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 0.92 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 0.99 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1682 1430 2927 1598 3153 1598 3158Flt Permitted 0.23 1.00 1.00 0.92 0.35 1.00 0.26 1.00Satd. Flow (perm) 384 1682 1430 2701 590 3153 430 3158Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 48 12 351 87 308 443 140 750 73 36 581 49RTOR Reduction (vph) 0 0 122 0 75 0 0 7 0 0 6 0Lane Group Flow (vph) 48 12 229 0 763 0 140 816 0 36 624 0Turn Type Perm NA Perm Perm NA Perm NA Perm NAProtected Phases 4 8 2 6Permitted Phases 4 4 8 2 6Actuated Green, G (s) 43.9 43.9 43.9 43.9 47.1 47.1 47.1 47.1Effective Green, g (s) 43.9 43.9 43.9 43.9 47.1 47.1 47.1 47.1Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.47 0.47 0.47 0.47Clearance Time (s) 4.1 4.1 4.1 4.1 4.9 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 3.0 3.0 7.0 7.0 7.0 7.0Lane Grp Cap (vph) 169 738 628 1186 278 1485 203 1487v/s Ratio Prot 0.01 c0.26 0.20v/s Ratio Perm 0.12 0.16 c0.28 0.24 0.08v/c Ratio 0.28 0.02 0.36 0.64 0.50 0.55 0.18 0.42Uniform Delay, d1 18.0 15.8 18.7 21.9 18.3 18.9 15.3 17.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 4.2 0.0 1.6 2.7 5.0 1.2 1.9 0.9Delay (s) 22.1 15.9 20.4 24.6 23.4 20.0 17.2 18.3Level of Service C B C C C C B BApproach Delay (s) 20.4 24.6 20.5 18.2Approach LOS C C C B




Movement EBL EBT WBT WBR SBL SBRLane ConfigurationsVolume (vph) 350 1032 360 702 566 42Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 6.1 6.1 6.1 5.1 5.1Lane Util. Factor 0.91 0.95 1.00 0.97 1.00Frt 1.00 1.00 0.85 1.00 0.85Flt Protected 0.99 1.00 1.00 0.95 1.00Satd. Flow (prot) 4534 3195 1430 3100 1430Flt Permitted 0.76 1.00 1.00 0.95 1.00Satd. Flow (perm) 3489 3195 1430 3100 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 357 1053 367 716 578 43RTOR Reduction (vph) 0 0 0 332 0 29Lane Group Flow (vph) 0 1410 367 384 578 14Turn Type Perm NA NA Perm NA ProtProtected Phases 2 6 7 7Permitted Phases 2 6Actuated Green, G (s) 42.9 42.9 42.9 25.9 25.9Effective Green, g (s) 42.9 42.9 42.9 25.9 25.9Actuated g/C Ratio 0.54 0.54 0.54 0.32 0.32Clearance Time (s) 6.1 6.1 6.1 5.1 5.1Vehicle Extension (s) 6.5 6.5 6.5 2.5 2.5Lane Grp Cap (vph) 1871 1713 767 1004 463v/s Ratio Prot 0.11 c0.19 0.01v/s Ratio Perm c0.40 0.27v/c Ratio 0.75 0.21 0.50 0.58 0.03Uniform Delay, d1 14.4 9.7 11.8 22.5 18.5Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.9 0.3 2.3 2.4 0.1Delay (s) 17.3 10.0 14.1 24.9 18.6Level of Service B B B C BApproach Delay (s) 17.3 12.7 24.4Approach LOS B B C








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (veh/h) 0 0 0 27 0 34 0 1939 70 31 1296 0Sign Control Stop Stop Free FreeGrade 0% 0% 0% 0%Peak Hour Factor 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Hourly flow rate (vph) 0 0 0 28 0 35 0 1979 71 32 1322 0PedestriansLane Width (ft)Walking Speed (ft/s)Percent BlockageRight turn flare (veh)Median type TWLTL TWLTLMedian storage veh) 2 2Upstream signal (ft) 447 441pX, platoon unblocked 0.73 0.73 0.73 0.73 0.73 0.60 0.73 0.60vC, conflicting volume 2410 3436 661 2739 3400 1025 1322 2050vC1, stage 1 conf vol 1386 1386 2014 2014vC2, stage 2 conf vol 1024 2050 724 1386vCu, unblocked vol 552 1957 0 1002 1908 0 714 1409tC, single (s) 7.7 6.7 7.1 *7.1 6.7 7.1 4.3 4.3tC, 2 stage (s) 6.7 5.7 6.1 5.7tF (s) 3.6 4.1 3.4 3.6 4.1 3.4 2.3 2.3p0 queue free % 100 100 100 75 100 95 100 88cM capacity (veh/h) 207 78 777 108 110 632 610 263

Direction, Lane # WB 1 NB 1 NB 2 SB 1 SB 2 SB 3Volume Total 62 1319 731 32 882 441Volume Left 28 0 0 32 0 0Volume Right 35 0 71 0 0 0cSH 201 1700 1700 263 1700 1700Volume to Capacity 0.31 0.78 0.43 0.12 0.52 0.26Queue Length 95th (ft) 31 0 0 10 0 0Control Delay (s) 30.8 0.0 0.0 20.5 0.0 0.0Lane LOS D CApproach Delay (s) 30.8 0.0 0.5Approach LOS D


* User Entered Value



Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 132 645 1358 380 0 1331Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.9 4.9 4.9 4.9 4.9Lane Util. Factor 0.97 0.91 0.95 1.00 0.95Frt 0.89 0.85 1.00 0.85 1.00Flt Protected 0.99 1.00 1.00 1.00 1.00Satd. Flow (prot) 2874 1301 3195 1430 3195Flt Permitted 0.99 1.00 1.00 1.00 1.00Satd. Flow (perm) 2874 1301 3195 1430 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 135 658 1386 388 0 1358RTOR Reduction (vph) 15 15 0 201 0 0Lane Group Flow (vph) 449 314 1386 187 0 1358Turn Type NA Prot NA Perm NAProtected Phases 8 8 2 6Permitted Phases 2Actuated Green, G (s) 16.1 16.1 24.1 24.1 24.1Effective Green, g (s) 16.1 16.1 24.1 24.1 24.1Actuated g/C Ratio 0.32 0.32 0.48 0.48 0.48Clearance Time (s) 4.9 4.9 4.9 4.9 4.9Lane Grp Cap (vph) 925 419 1540 689 1540v/s Ratio Prot 0.16 c0.24 c0.43 0.42v/s Ratio Perm 0.13v/c Ratio 0.49 0.75 0.90 0.27 0.88Uniform Delay, d1 13.6 15.1 11.8 7.7 11.7Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.8 11.7 8.8 1.0 7.6Delay (s) 15.4 26.8 20.6 8.7 19.3Level of Service B C C A BApproach Delay (s) 20.2 18.0 19.3Approach LOS C B B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 800 63 752 87 398 82 229 1172 32 168 680 428Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Lane Util. Factor 0.95 0.91 0.95 1.00 1.00 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.93 0.85 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 0.98 1.00 0.99 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1398 1358 1667 1430 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 0.98 1.00 0.78 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1398 1358 1314 1430 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 816 64 767 89 406 84 234 1196 33 171 694 437RTOR Reduction (vph) 0 34 250 0 0 70 0 0 23 0 0 317Lane Group Flow (vph) 571 520 272 0 495 14 234 1196 10 171 694 120Turn Type Split NA Prot Perm NA Perm Prot NA Perm Prot NA PermProtected Phases 7 7 7 8 5 2 1 6Permitted Phases 8 8 2 6Actuated Green, G (s) 22.4 22.4 22.4 14.4 14.4 7.3 25.4 25.4 5.3 23.4 23.4Effective Green, g (s) 22.4 22.4 22.4 14.4 14.4 7.3 25.4 25.4 5.3 23.4 23.4Actuated g/C Ratio 0.26 0.26 0.26 0.17 0.17 0.09 0.30 0.30 0.06 0.28 0.28Clearance Time (s) 4.6 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 2.0 7.0 7.0 2.0 7.0 7.0Lane Grp Cap (vph) 400 368 358 223 242 137 955 427 100 880 394v/s Ratio Prot c0.38 0.37 0.20 c0.15 c0.37 0.11 0.22v/s Ratio Perm c0.38 0.01 0.01 0.08v/c Ratio 1.43 1.41 0.76 2.22 0.06 1.71 1.25 0.02 1.71 0.79 0.31Uniform Delay, d1 31.3 31.3 28.8 35.3 29.6 38.9 29.8 21.0 39.9 28.5 24.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 206.4 201.5 14.0 563.2 0.0 347.7 122.2 0.1 358.2 7.1 2.0Delay (s) 237.7 232.8 42.8 598.5 29.7 386.5 152.0 21.1 398.0 35.6 26.4Level of Service F F D F C F F C F D CApproach Delay (s) 174.3 516.0 186.6 80.1Approach LOS F F F F



7/31/2013 SR 60 Build AM with Mitigations Synchro 8 ReportPage 1

Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 469 52 0 979 844 735Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.9 4.9 4.9Lane Util. Factor 0.97 1.00 0.95 0.95 1.00Frt 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 3100 1430 3195 3195 1430Flt Permitted 0.95 1.00 1.00 1.00 1.00Satd. Flow (perm) 3100 1430 3195 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 479 53 0 999 861 750RTOR Reduction (vph) 0 37 0 0 0 578Lane Group Flow (vph) 479 16 0 999 861 173Turn Type NA Prot NA NA PermProtected Phases 4 4 2 6Permitted Phases 6Actuated Green, G (s) 20.9 20.9 19.1 16.1 16.1Effective Green, g (s) 20.9 20.9 19.1 16.1 16.1Actuated g/C Ratio 0.30 0.30 0.27 0.23 0.23Clearance Time (s) 4.1 4.1 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 7.0 7.0 7.0Lane Grp Cap (vph) 926 427 872 735 329v/s Ratio Prot c0.15 0.01 c0.31 c0.27v/s Ratio Perm 0.12v/c Ratio 0.52 0.04 1.15 1.17 0.52Uniform Delay, d1 20.4 17.4 25.4 26.9 23.6Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.1 0.2 79.0 91.3 5.9Delay (s) 22.4 17.6 104.5 118.2 29.5Level of Service C B F F CApproach Delay (s) 21.9 104.5 76.9Approach LOS C F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 472 79 473 80 158 30 470 1088 59 418 652 888Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Lane Util. Factor 0.95 0.91 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.93 0.85 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 0.98 1.00 0.99 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1407 1358 3095 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 0.98 1.00 0.99 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1407 1358 3095 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 482 81 483 82 161 31 480 1110 60 427 665 906RTOR Reduction (vph) 0 23 259 0 8 0 0 0 34 0 0 338Lane Group Flow (vph) 361 334 69 0 266 0 480 1110 26 427 665 568Turn Type Split NA Prot Split NA Prot NA Perm Prot NA PermProtected Phases 7 7 7 8 8 5 2 1 6Permitted Phases 2 6Actuated Green, G (s) 25.4 25.4 25.4 8.4 29.3 42.4 42.4 26.3 39.4 39.4Effective Green, g (s) 25.4 25.4 25.4 8.4 29.3 42.4 42.4 26.3 39.4 39.4Actuated g/C Ratio 0.21 0.21 0.21 0.07 0.24 0.35 0.35 0.22 0.33 0.33Clearance Time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 7.0 7.0 2.0 7.0 7.0Lane Grp Cap (vph) 321 298 287 217 390 1129 505 350 1049 470v/s Ratio Prot c0.24 0.24 0.05 c0.09 c0.30 c0.35 0.27 0.21v/s Ratio Perm 0.02 c0.40v/c Ratio 1.12 1.12 0.24 1.22 1.23 0.98 0.05 1.22 0.63 1.21Uniform Delay, d1 47.3 47.3 39.3 55.8 45.4 38.4 25.6 46.9 34.2 40.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 88.2 88.9 2.0 134.8 124.4 23.0 0.2 122.1 2.9 112.5Delay (s) 135.5 136.2 41.3 190.6 169.7 61.5 25.8 169.0 37.1 152.8Level of Service F F D F F E C F D FApproach Delay (s) 106.2 190.6 91.7 117.7Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 472 79 473 80 158 30 470 1088 59 418 652 888Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Lane Util. Factor 0.95 0.91 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.93 0.85 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 0.98 1.00 0.99 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1407 1358 3095 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 0.98 1.00 0.99 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1407 1358 3095 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 482 81 483 82 161 31 480 1110 60 427 665 906RTOR Reduction (vph) 0 23 259 0 8 0 0 0 34 0 0 338Lane Group Flow (vph) 361 334 69 0 266 0 480 1110 26 427 665 568Turn Type Split NA Prot Split NA Prot NA Perm Prot NA PermProtected Phases 7 7 7 8 8 5 2 1 6Permitted Phases 2 6Actuated Green, G (s) 25.4 25.4 25.4 8.4 29.3 42.4 42.4 26.3 39.4 39.4Effective Green, g (s) 25.4 25.4 25.4 8.4 29.3 42.4 42.4 26.3 39.4 39.4Actuated g/C Ratio 0.21 0.21 0.21 0.07 0.24 0.35 0.35 0.22 0.33 0.33Clearance Time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 7.0 7.0 2.0 7.0 7.0Lane Grp Cap (vph) 321 298 287 217 390 1129 505 350 1049 470v/s Ratio Prot c0.24 0.24 0.05 c0.09 c0.30 c0.35 0.27 0.21v/s Ratio Perm 0.02 c0.40v/c Ratio 1.12 1.12 0.24 1.22 1.23 0.98 0.05 1.22 0.63 1.21Uniform Delay, d1 47.3 47.3 39.3 55.8 45.4 38.4 25.6 46.9 34.2 40.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 88.2 88.9 2.0 134.8 124.4 23.0 0.2 122.1 2.9 112.5Delay (s) 135.5 136.2 41.3 190.6 169.7 61.5 25.8 169.0 37.1 152.8Level of Service F F D F F E C F D FApproach Delay (s) 106.2 190.6 91.7 117.7Approach LOS F F F F



7/31/2013 SR 60 Build PM with Mitigations Synchro 8 ReportPage 1

Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 530 37 0 733 395 605Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.1 4.1 4.9 4.9 4.9Lane Util. Factor 0.97 1.00 0.95 0.95 1.00Frt 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 3100 1430 3195 3195 1430Flt Permitted 0.95 1.00 1.00 1.00 1.00Satd. Flow (perm) 3100 1430 3195 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 541 38 0 748 403 617RTOR Reduction (vph) 0 26 0 0 0 475Lane Group Flow (vph) 541 12 0 748 403 142Turn Type NA Prot NA NA PermProtected Phases 4 4 2 6Permitted Phases 6Actuated Green, G (s) 21.9 21.9 18.1 16.1 16.1Effective Green, g (s) 21.9 21.9 18.1 16.1 16.1Actuated g/C Ratio 0.31 0.31 0.26 0.23 0.23Clearance Time (s) 4.1 4.1 4.9 4.9 4.9Vehicle Extension (s) 3.0 3.0 7.0 7.0 7.0Lane Grp Cap (vph) 970 447 826 735 329v/s Ratio Prot c0.17 0.01 c0.23 c0.13v/s Ratio Perm 0.10v/c Ratio 0.56 0.03 0.91 0.55 0.43Uniform Delay, d1 20.0 16.7 25.1 23.7 23.0Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 2.3 0.1 15.4 2.9 4.1Delay (s) 22.3 16.8 40.5 26.7 27.1Level of Service C B D C CApproach Delay (s) 22.0 40.5 26.9Approach LOS C D C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 800 63 752 87 398 82 229 1172 32 168 680 428Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Lane Util. Factor 0.95 0.91 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.93 0.85 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 0.98 1.00 0.99 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1398 1358 3102 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 0.98 1.00 0.99 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1398 1358 3102 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 816 64 767 89 406 84 234 1196 33 171 694 437RTOR Reduction (vph) 0 24 277 0 11 0 0 0 17 0 0 323Lane Group Flow (vph) 571 530 245 0 568 0 234 1196 16 171 694 114Turn Type Split NA Prot Split NA Prot NA Perm Prot NA PermProtected Phases 7 7 7 8 8 5 2 1 6Permitted Phases 2 6Actuated Green, G (s) 36.4 36.4 36.4 16.4 18.5 39.4 39.4 10.3 31.2 31.2Effective Green, g (s) 36.4 36.4 36.4 16.4 18.5 39.4 39.4 10.3 31.2 31.2Actuated g/C Ratio 0.30 0.30 0.30 0.14 0.15 0.33 0.33 0.09 0.26 0.26Clearance Time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 7.0 7.0 2.0 7.0 7.0Lane Grp Cap (vph) 460 424 412 424 246 1049 470 137 831 372v/s Ratio Prot 0.38 c0.38 0.18 c0.18 c0.15 c0.37 c0.11 0.22v/s Ratio Perm 0.01 0.08v/c Ratio 1.24 1.25 0.59 1.34 0.95 1.14 0.03 1.25 0.84 0.31Uniform Delay, d1 41.8 41.8 35.5 51.8 50.3 40.3 27.4 54.9 42.0 35.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 125.9 131.1 6.2 167.8 43.5 74.8 0.1 158.3 9.7 2.1Delay (s) 167.7 172.9 41.7 219.6 93.8 115.1 27.5 213.1 51.7 37.8Level of Service F F D F F F C F D DApproach Delay (s) 129.5 219.6 109.7 68.2Approach LOS F F F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 800 63 752 87 398 82 229 1172 32 168 680 428Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Lane Util. Factor 0.95 0.91 0.95 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.93 0.85 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 0.98 1.00 0.99 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1518 1398 1358 3102 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 0.98 1.00 0.99 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1518 1398 1358 3102 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 816 64 767 89 406 84 234 1196 33 171 694 437RTOR Reduction (vph) 0 24 277 0 11 0 0 0 17 0 0 323Lane Group Flow (vph) 571 530 245 0 568 0 234 1196 16 171 694 114Turn Type Split NA Prot Split NA Prot NA Perm Prot NA PermProtected Phases 7 7 7 8 8 5 2 1 6Permitted Phases 2 6Actuated Green, G (s) 36.4 36.4 36.4 16.4 18.5 39.4 39.4 10.3 31.2 31.2Effective Green, g (s) 36.4 36.4 36.4 16.4 18.5 39.4 39.4 10.3 31.2 31.2Actuated g/C Ratio 0.30 0.30 0.30 0.14 0.15 0.33 0.33 0.09 0.26 0.26Clearance Time (s) 4.6 4.6 4.6 4.6 3.7 4.6 4.6 3.7 4.6 4.6Vehicle Extension (s) 2.0 2.0 2.0 2.0 2.0 7.0 7.0 2.0 7.0 7.0Lane Grp Cap (vph) 460 424 412 424 246 1049 470 137 831 372v/s Ratio Prot 0.38 c0.38 0.18 c0.18 c0.15 c0.37 c0.11 0.22v/s Ratio Perm 0.01 0.08v/c Ratio 1.24 1.25 0.59 1.34 0.95 1.14 0.03 1.25 0.84 0.31Uniform Delay, d1 41.8 41.8 35.5 51.8 50.3 40.3 27.4 54.9 42.0 35.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 125.9 131.1 6.2 167.8 43.5 74.8 0.1 158.3 9.7 2.1Delay (s) 167.7 172.9 41.7 219.6 93.8 115.1 27.5 213.1 51.7 37.8Level of Service F F D F F F C F D DApproach Delay (s) 129.5 219.6 109.7 68.2Approach LOS F F F E




APPENDIX D.5

INTERSECTION LEVEL OF SERVICE WASHINGTON BOULEVARD LRT ALTERNATIVE

Appendix D.4 Washington Boulevard LRT Alternative – LOS Results with V/C Ratios

# Intersection

Peak Hour






AM 0.62 40.3 D 0.75 44.6 D 0.73 44.2 D 0.73 45.4 D 0.8 No PM 0.76 53.7 D 0.87 79.9 E 0.90 76.5 E 0.94 79.2 E -0.7 No


AM 0.57 15.5 B 0.73 20.5 C 0.72 20.0 C 0.72 19.7 B -0.8 No PM 0.62 16.8 B 0.89 22.4 C 0.73 18.1 B 0.70 18.6 B -3.8 No


AM 0.73 17.5 B 1.01 59.9 E 0.99 60.7 E 0.97 60.9 E 1.0 No PM 0.73 18.7 B 1.10 26.2 C 1.08 25.2 C 0.96 24.4 C -1.8 No


AM 0.41 7.4 A 0.56 8.5 A 0.55 8.4 A 0.45 8.3 A -0.2 No PM 0.51 10.1 B 0.65 11.9 B 0.65 11.8 B 0.59 11.8 B -0.1 No


AM 0.37 11.0 B 0.50 11.9 B 0.49 11.8 B 0.53 29.0 C 17.1 No PM 0.30 7.9 A 0.37 7.0 A 0.37 6.9 A 0.58 18.2 B 11.2 No




AM 0.32 10.0 B 0.40 10.5 B 0.39 10.5 B 0.36 10.5 B 0.0 No PM 0.44 13.9 B 0.53 17.4 B 0.53 17.1 B 0.38 17.1 B -0.3 No

9 Findlay Avenue / Pomona Boulevard



AM 0.97 61.4 E 1.28 >80 F 1.28 >80 F 1.09 166.9 F 2.6 No PM 0.91 53.1 D 1.04 76.8 E 1.03 75.1 E 1.03 77.0 E 0.2 No

11 Garfield Avenue / Via Campo AM 0.79 37.4 D 0.90 46.3 D 0.89 43.8 D 1.03 48.3 D 2.0 No PM 1.10 73.9 E 1.42 >80 F 1.42 >80 F 1.29 155.5 F -3.4 No

12 Garfield Avenue / San Clemente

AM -- 13.7 B -- 14.2 B -- 14.1 B -- 13.5 B -0.7 No PM -- 15.1 C -- 18.1 C -- 17.7 C -- 17.7 C -0.4 No

13 Garfield Avenue / Via Paseo AM 0.47 7.7 A 0.59 9.4 A 0.57 9.0 A 0.57 8.9 A -0.5 No PM 0.63 7.8 A 0.91 10.0 A 0.89 9.8 A 0.88 9.6 A -0.4 No

17 Garfield Avenue / Via Acosta

AM 0.91 29.2 C 1.34 51.6 D 1.21 44.8 D 0.97 44.5 D -7.1 No PM 0.64 14.8 B 0.74 17.7 B 0.73 17.4 B 0.69 17.7 B 0.0 No

18 Garfield Avenue / Beverly Boulevard

AM 0.78 37.7 D 0.93 49.1 D 0.92 47.3 D 0.82 46.2 D -2.9 No PM 0.98 43.9 D 1.10 74.5 E 1.09 72.8 E 1.13 76.3 E 1.8 No

19 Garfield Avenue / Madison Avenue

AM 0.42 13.6 B 0.51 16.1 B 0.51 16.1 B 0.74 22.5 C 6.4 No PM 0.51 10.9 B 0.57 12.5 B 0.56 12.4 B 0.69 17.4 B 4.9 No

20 Via Clemente Street / Whittier Boulevard

AM -- 12.1 B -- 13.9 B -- 14.1 B -- 13.4 B -0.5 No PM -- 11.1 B -- 12.3 B -- 12.3 B -- 12.2 B -0.1 No

21 Garfield Avenue / AM 0.67 29.4 C 0.88 33.5 C 0.88 33.4 C 1.42 55.5 E 22.0 Yes


# Intersection

Peak Hour



Whittier Boulevard PM 1.00 30.8 C 1.76 54.5 D 1.72 52.9 D 2.35 138.9 F 84.4 Yes

22 Whittier Avenue / Concourse Avenue

AM 0.56 14.3 B 0.72 16.4 B 0.71 16.5 B 0.61 15.9 B -0.5 No PM 0.65 16.8 B 1.07 22.7 C 1.05 22 C 1.10 21.0 C -1.7 No

23 Garfield Avenue / Olympic Boulevard

AM 0.73 20.7 C 1.04 27.1 C 1.01 26.0 C 1.76 90.8 F 63.7 Yes PM 0.81 22.2 C 1.17 34.8 C 1.14 34.3 C 1.53 130.8 F 96.0 Yes

24 Garfield Avenue / Ferguson Drive

AM 0.69 15.8 B 0.88 22.7 C 0.85 21.9 C 1.23 102.7 F 80.0 Yes PM 0.63 13.0 B 0.72 16.4 B 0.72 16.3 B 1.24 103.0 F 86.6 Yes

25 Garfield Avenue / Flotilla Street

AM 0.56 19.6 B 0.71 22.8 C 0.66 18.9 B 0.70 22.0 C -0.8 No PM 0.74 21.4 C 0.97 28.6 C 0.95 28.0 C 2.79 101.3 F 72.7 Yes

26 Garfield Avenue / Washington Boulevard

AM 0.84 >80 F 1.06 >80 F 1.06 >80 F 0.98 152.2 F -0.4 No PM 0.98 >80 F 1.19 >80 F 1.18 >80 F 1.18 139.0 F -18.1 No

27 Yates Avenue / Washington Boulevard

AM 0.43 3.2 A 0.61 4.4 A 0.60 4.5 A 0.60 4.9 A 0.5 No PM 0.41 8.0 A 0.57 10.5 B 0.55 10.3 B 0.60 11.0 B 0.5 No

28 Vail Avenue / Washington Boulevard

AM 0.60 16.6 B 0.76 20.8 C 0.76 21.7 C 0.79 35.7 D 14.9 Yes PM 0.52 15.1 B 0.64 18.2 B 0.64 18.0 B 0.74 24.8 C 6.6 No

29 Maple Avenue / Washington Boulevard

AM 0.60 24.5 C 0.75 30.4 C 0.75 34.3 C 0.84 78.0 E 47.6 Yes PM 0.58 20.9 C 0.73 25.5 C 0.72 25.2 C 0.84 64.6 E 39.1 Yes

30 Greenwood Avenue / Washington Boulevard

AM 0.75 27.3 C 1.02 42.0 D 0.98 45.7 D 1.09 109.9 F 67.9 Yes PM 0.78 30.5 C 1.03 50.0 D 1.03 47.2 D 1.20 121.3 F 71.3 Yes

31 Montebello Boulevard / Washington Boulevard

AM 0.62 17.9 B 0.81 26.1 C 0.81 25.2 C 0.87 65.5 E 39.4 Yes PM 0.52 11.4 B 0.63 14.2 B 0.63 13.9 B 0.77 21.0 C 6.8 No

32 Bluff Road / Washington Boulevard

AM 0.67 16.4 B 0.83 23.8 C 0.83 24.3 C 0.93 102.0 F 78.2 Yes PM 0.58 15.9 B 0.71 20.7 C 0.70 20.3 C 0.82 32.6 C 11.9 Yes

33 Paramount Boulevard / Washington Boulevard

AM 0.93 59.3 E 1.15 >80 F 1.21 >80 F 1.29 189.1 F 78.3 Yes PM 0.92 73.1 E 1.27 >80 F 1.26 >80 F 1.38 235.3 F 96.3 Yes

34 Crossway Drive / Washington Boulevard

AM 0.57 15.7 B 0.71 22.7 C 0.71 22.8 C 0.79 38.5 D 15.8 Yes PM 0.78 21.4 C 0.99 33.4 C 0.99 32.0 C 1.18 130.7 F 97.3 Yes

35 Rosemead Boulevard / Washington Boulevard


36 Passons Boulevard / Washington Boulevard

AM 0.92 47.6 D 1.17 >80 F 1.17 >80 F 1.37 203.7 F 114.0 Yes PM 0.86 45.9 D 1.12 >80 F 1.11 >80 F 1.44 229.3 F 140.7 Yes

37 Pioneer Boulevard / Washington Boulevard


38 Norwalk Boulevard / Washington Boulevard


39 Norwalk Boulevard / Broadway



# Intersection

Peak Hour



40 Broadway / Washington Boulevard

AM 0.88 33.9 C 1.05 62.7 E 1.04 61.3 E 0.99 71.2 E 8.5 Yes PM 0.80 35.3 D 1.09 57.6 E 1.08 54.4 D 0.94 87.5 F 29.9 Yes

41 Sorensen Avenue / Washington Boulevard

AM 0.78 41.7 D 0.91 65.1 E 0.92 58.8 E 1.06 123.0 F 57.9 Yes PM 0.84 46.2 D 1.00 68.9 E 0.99 67.2 E 1.07 115.5 F 46.6 Yes

42 Lambert Road / Washington Boulevard

AM 0.67 43.7 D 0.78 46.7 D 0.81 47.8 D 0.77 53.2 D 6.5 No PM 0.78 53.2 D 0.97 >80 F 0.96 >80 F 0.92 84.6 F 2.8 No

43 Lambert Road / Santa Fe Springs Road

AM 0.87 59.4 E 1.01 >80 F 1.05 >80 F 0.98 87.8 F -4.1 No PM 1.09 >80 F 1.33 >80 F 1.26 >80 F 1.23 158.5 F -11.5 No

44 Putnam Street / Washington Boulevard

AM -- 27.3 D -- >80 F -- 68.8 F -- 208.6 F 123.7 Yes PM -- 18.9 C -- 23.4 C -- 23.1 C -- 24.0 C 0.6 No

45 Whittier Boulevard / Washington Boulevard / Santa Fe Springs Road

AM 0.95 70.7 E 1.11 >80 F 1.14 >80 F 1.11 110.5 F -1.5 No

PM 1.02 78.5 E 1.17 >80 F 1.16 >80 F 1.08 120.2 F -2.2 No Source: AECOM 2010 Shading indicates LOS E or LOS F, which typically denotes unacceptable levels of congestion.

Appendix D.5 Washington Boulevard LRT Alternative – LOS Results with V/C Ratios with Mitigations

# Intersection Peak Hour

No Build Washington Blvd LRT Alternative

Delay Change

Impact?

Washington Blvd LRT Alternative

With Mitigations

Delay Change

Remaining

Impact? V/C Dela


y LOS

21

Garfield Avenue / Whittier Boulevard

AM 0.85

33.5 C 1.42

55.5 E 22.0

Yes 1.37

50.2 D 16.7 Yes

PM 1.87

54.5 D 2.35

>80 F 84.4

Yes 2.35

>80 F 66.1 Yes

23

Garfield Avenue / Olympic Boulevard

AM 0.86

27.1 C 1.76

>80 F 63.7 Yes 1.43

>80 F 63.7 Yes

PM 1.10

34.8 C 1.53

>80 F 96.0 Yes 1.53

>80 F 96.0 Yes

24 Garfield Avenue / Ferguson Drive

AM 0.76

22.7 C 1.23

>80 F 80.0 Yes 1.37

>80 F 66.2 Yes

PM 0.74

16.4 B 1.24

>80 F 86.6 Yes 1.15

75.3 E 58.9 Yes

25 Garfield Avenue / Flotilla Street

AM 0.69

22.8 C 0.70

22.0 C -0.8 No --

-- -- -- No

PM 0.98

28.6 C 2.79

>80 F 72.7 Yes 2.79

78.3 E 49.7 Yes


AM 0.66

20.8 C 0.84

35.7 D 14.9 Yes 35.7 D

14.9 Yes 35.7

PM 0.66

18.2 B 0.84

24.8 C 6.6 No -- -- -- No --


AM 0.66

30.4 C 0.84

30.4 C 30.4 C --

42.2 D 11.8 Yes

PM 0.66

25.5 C 0.84

25.5 C 25.5 C 0.86

38.7 D 13.2 Yes

30

Greenwood Avenue / Washington Boulevard

AM 0.92

42.0 D 1.09

>80 F 67.9 Yes 1.08

90.3 F 48.3 Yes

PM 1.01

50.0 D 1.20

>80 F 71.3 Yes 1.24

78.2 E 28.2 Yes

31

Montebello Boulevard / Washington Boulevard

AM 0.72

26.1 C 0.93

65.5 E 39.4 Yes 0.92

32.8 C 6.7 No

PM 0.65

14.2 B 0.82

21.0 C 6.8 No --

-- -- -- No

32 Bluff Road / Washington Boulevard

AM 0.72

23.8 C 0.93

102.0 F 78.2 Yes 0.9

2 80.2 F 56.4 Yes




Delay Change

Impact?


With Mitigations

Delay Change

Remaining

Impact? V/C Dela


y LOS

PM 0.65

20.7 C 0.82

32.6 C 11.9 Yes --

30.4 C 9.7 No

33

Paramount Boulevard / Washington Boulevard

AM 1.06

>80 F 1.2

9 >80 F

78.3 Yes 1.29

>80 F 65.2 Yes

PM 1.16

>80 F

1.38 >80 F

96.3 Yes 1.40 >80

F 78.4 Yes


AM 0.61

22.7 C 0.79

38.5 D 15.8 Yes --

36.2 D 13.5 Yes

PM 0.95

33.4 C 1.18

>80 F 97.3 Yes 1.18

>80 F 81.6 Yes

35

Rosemead Boulevard / Washington Boulevard

AM 1.04

>80 F 1.27

>80 F 80.0 Yes 1.27

>80 F 72.7 Yes

PM 1.19

>80 F 1.43

>80 F 91.4 Yes 1.38

>80 F 85.7 Yes

36

Passons Boulevard / Washington Boulevard

AM 1.03

>80 F 1.37

>80 F 114.0 Yes 1.37

>80 F 101.8 Yes

PM 1.03

>80 F 1.44

>80 F 140.7 Yes 1.44

>80 F 126.2 Yes

37

Pioneer Boulevard / Washington Boulevard

AM 1.03

>80 F 1.38

>80 F 167.7 Yes 1.38

>80 F 92.4 Yes

PM 1.26

>80 F 1.52

>80 F 150.8 Yes 1.45

>80 F 64.2 Yes

38

Norwalk Boulevard / Washington Boulevard

AM 1.12

>80 F 1.30

>80 F 38.9 Yes 1.15

>80 F 5.3 Yes

PM 1.28

>80 F 1.35

>80 F 99.8 Yes 1.32

>80 F 54.6 Yes

40 Broadway / Washington Boulevard

AM 0.96

62.7 E 0.99

71.2 E 8.5 Yes 0.98

65.2 E 2.5 No

PM 0.94

57.6 E 0.94

>80 F 29.9 Yes 0.93

76.1 E 18.5 Yes

41

Sorensen Avenue / Washington Boulevard

AM 0.85

65.1 E 1.06

>80 F 57.9 Yes 1.06

>80 F 58.8 Yes

PM 0.97

68.9 E 1.07

>80 F 46.6 Yes 1.07

>80 F 43.1 Yes

44 Putnam Street / Washington

AM -- >80 F

-- >80 F 123.7 Yes

-- 21.5 C -63.4 No




Delay Change

Impact?


With Mitigations

Delay Change

Remaining

Impact? V/C Dela


y LOS

Boulevard PM --

23.4 C --

24.0 C 0.6 No --

-- -- -- --


Wash Build AM Synchro 8 ReportPage 1





Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 149 106 10 114 248 432 34 1147 55 133 1003 173Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 4.5 4.0 4.5 4.5 4.0 4.5 4.0 4.5 4.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.95 1.00Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 1660 1598 1682 1430 1598 4560 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 1660 1598 1682 1430 1598 4560 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 152 108 10 116 253 441 35 1170 56 136 1023 177RTOR Reduction (vph) 0 3 0 0 0 163 0 4 0 0 0 103Lane Group Flow (vph) 152 115 0 116 253 278 35 1222 0 136 1023 74Turn Type Prot NA Prot NA Perm Prot NA Prot NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 6Actuated Green, G (s) 15.0 36.3 13.2 33.5 33.5 3.0 40.4 13.1 50.5 50.5Effective Green, g (s) 15.0 36.3 13.2 33.5 33.5 3.0 40.4 13.1 50.5 50.5Actuated g/C Ratio 0.12 0.30 0.11 0.28 0.28 0.02 0.34 0.11 0.42 0.42Clearance Time (s) 5.0 4.5 4.0 4.5 4.5 4.0 4.5 4.0 4.5 4.5Vehicle Extension (s) 1.5 4.5 3.0 4.5 4.5 3.0 4.5 3.0 4.5 4.5Lane Grp Cap (vph) 200 502 176 470 399 40 1535 174 1345 602v/s Ratio Prot c0.10 0.07 0.07 0.15 0.02 0.27 c0.09 c0.32v/s Ratio Perm c0.19 0.05v/c Ratio 0.76 0.23 0.66 0.54 0.70 0.88 0.80 0.78 0.76 0.12Uniform Delay, d1 50.8 31.4 51.2 36.7 38.7 58.3 36.1 52.1 29.6 21.2Progression Factor 1.00 1.00 0.92 1.19 1.41 0.64 1.15 1.00 1.00 1.00Incremental Delay, d2 14.1 1.1 7.2 3.6 8.1 82.5 3.6 20.0 4.1 0.4Delay (s) 64.9 32.4 54.1 47.4 62.5 120.1 45.0 72.1 33.7 21.7Level of Service E C D D E F D E C CApproach Delay (s) 50.7 56.6 47.1 36.0Approach LOS D E D D
















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 20 232 53 52 505 27 275 9 32 4 2 5Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.0 4.0 5.0 3.5 3.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.97 1.00 0.99 0.99 0.94Flt Protected 0.95 1.00 0.95 1.00 0.96 0.98Satd. Flow (prot) 1598 1635 1598 1669 1589 1550Flt Permitted 0.95 1.00 0.95 1.00 0.75 0.92Satd. Flow (perm) 1598 1635 1598 1669 1237 1455Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 20 237 54 53 515 28 281 9 33 4 2 5RTOR Reduction (vph) 0 5 0 0 1 0 0 4 0 0 3 0Lane Group Flow (vph) 20 286 0 53 542 0 0 319 0 0 8 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 5 2 1 6 4 4Permitted Phases 4 4Actuated Green, G (s) 2.4 62.9 7.8 68.3 36.8 36.8Effective Green, g (s) 2.4 62.9 7.8 68.3 36.8 36.8Actuated g/C Ratio 0.02 0.52 0.06 0.57 0.31 0.31Clearance Time (s) 4.0 5.0 4.0 5.0 3.5 3.5Vehicle Extension (s) 3.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 32 857 104 950 379 446v/s Ratio Prot c0.01 0.17 0.03 c0.32v/s Ratio Perm c0.26 0.01v/c Ratio 0.62 0.33 0.51 0.57 0.84 0.02Uniform Delay, d1 58.4 16.5 54.3 16.5 38.9 29.0Progression Factor 0.89 0.61 1.00 1.00 1.00 1.00Incremental Delay, d2 28.1 0.9 3.9 2.5 15.4 0.0Delay (s) 79.7 10.9 58.1 19.0 54.3 29.0Level of Service E B E B D CApproach Delay (s) 15.4 22.5 54.3 29.0Approach LOS B C D C




















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 149 829 412 38 0 346 0 1130 287 178 748 0Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 1.00 0.91 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 1430 4591 1430 1454 3057Flt Permitted 0.95 1.00 1.00 0.16 1.00 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 266 1430 4591 1430 1454 3057Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 152 846 420 39 0 353 0 1153 293 182 763 0RTOR Reduction (vph) 0 0 170 0 0 253 0 0 140 0 0 0Lane Group Flow (vph) 152 846 250 39 0 100 0 1153 153 164 781 0Turn Type Perm NA custom D.Pm Over NA Perm Split NAProtected Phases 4 2 1 2 1 1Permitted Phases 4 4 2Actuated Green, G (s) 32.6 32.6 24.7 32.6 28.2 24.7 24.7 28.2 28.2Effective Green, g (s) 32.6 32.6 24.7 32.6 28.2 24.7 24.7 28.2 28.2Actuated g/C Ratio 0.33 0.33 0.25 0.33 0.28 0.25 0.25 0.28 0.28Clearance Time (s) 5.0 5.0 5.0 5.0 4.5 5.0 5.0 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 4.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 521 1042 353 87 403 1134 353 410 862v/s Ratio Prot c0.26 0.17 0.07 c0.25 0.11 c0.26v/s Ratio Perm 0.10 0.15 0.11v/c Ratio 0.29 0.81 0.71 0.45 0.25 1.02 0.43 0.40 0.91Uniform Delay, d1 25.1 30.9 34.4 26.6 27.7 37.6 31.7 29.1 34.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.42 1.41Incremental Delay, d2 0.4 5.2 11.4 4.9 0.7 31.0 3.8 0.4 4.6Delay (s) 25.5 36.0 45.7 31.5 28.4 68.6 35.6 41.7 53.5Level of Service C D D C C E D D DApproach Delay (s) 37.8 28.7 61.9 51.4Approach LOS D C E D









Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 101 187 1361 168 82 1145Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 0.95 1.00 1.00 0.95Frt 1.00 0.85 1.00 0.85 1.00 1.00Flt Protected 0.95 1.00 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 1430 3195 1430 1598 3195Flt Permitted 0.95 1.00 1.00 1.00 0.16 1.00Satd. Flow (perm) 1598 1430 3195 1430 264 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 103 191 1389 171 84 1168RTOR Reduction (vph) 0 33 0 42 0 0Lane Group Flow (vph) 103 158 1389 129 84 1168Turn Type NA Perm NA Perm Perm NAProtected Phases 4 6 2Permitted Phases 4 6 2Actuated Green, G (s) 12.0 12.0 48.5 48.5 48.5 48.5Effective Green, g (s) 12.0 12.0 48.5 48.5 48.5 48.5Actuated g/C Ratio 0.17 0.17 0.69 0.69 0.69 0.69Clearance Time (s) 4.0 4.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 2.0 2.0 3.0 3.0 5.5 5.5Lane Grp Cap (vph) 274 245 2214 991 183 2214v/s Ratio Prot 0.06 c0.43 0.37v/s Ratio Perm c0.11 0.09 0.32v/c Ratio 0.38 0.64 0.63 0.13 0.46 0.53Uniform Delay, d1 25.7 27.0 5.8 3.6 4.8 5.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.3 4.3 1.4 0.3 8.1 0.9Delay (s) 26.0 31.3 7.2 3.9 12.9 6.1Level of Service C C A A B AApproach Delay (s) 29.5 6.8 6.6Approach LOS C A A




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 151 196 21 72 271 443 17 921 39 44 1137 70Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 0.95 1.00 0.95Frt 1.00 0.99 1.00 0.91 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 1658 1598 1525 1598 3176 1598 3168Flt Permitted 0.13 1.00 0.58 1.00 0.09 1.00 0.17 1.00Satd. Flow (perm) 226 1658 972 1525 158 3176 288 3168Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 154 200 21 73 277 452 17 940 40 45 1160 71RTOR Reduction (vph) 0 4 0 0 30 0 0 3 0 0 5 0Lane Group Flow (vph) 154 217 0 73 699 0 17 977 0 45 1226 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 4 4 6 2Permitted Phases 4 4 6 2Actuated Green, G (s) 48.0 48.0 48.0 48.0 42.5 42.5 42.5 42.5Effective Green, g (s) 48.0 48.0 48.0 48.0 42.5 42.5 42.5 42.5Actuated g/C Ratio 0.48 0.48 0.48 0.48 0.42 0.42 0.42 0.42Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 5.5 5.5Lane Grp Cap (vph) 108 796 467 732 67 1350 122 1346v/s Ratio Prot 0.13 0.46 0.31 c0.39v/s Ratio Perm c0.68 0.08 0.11 0.16v/c Ratio 1.43 0.27 0.16 0.96 0.25 0.72 0.37 0.91Uniform Delay, d1 26.0 15.6 14.6 25.0 18.5 23.9 19.6 27.0Progression Factor 1.00 1.00 1.00 1.00 0.80 0.99 1.00 1.00Incremental Delay, d2 236.8 0.2 0.2 22.7 6.2 2.4 8.4 10.8Delay (s) 262.8 15.7 14.8 47.7 21.1 26.0 28.0 37.8Level of Service F B B D C C C DApproach Delay (s) 117.2 44.7 25.9 37.4Approach LOS F D C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 43 649 109 49 1227 110 177 822 21 165 981 59Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3184 1598 3168Flt Permitted 0.10 1.00 1.00 0.29 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 175 3195 1430 494 3195 1430 1598 3184 1598 3168Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 44 662 111 50 1252 112 181 839 21 168 1001 60RTOR Reduction (vph) 0 0 57 0 0 31 0 2 0 0 4 0Lane Group Flow (vph) 44 662 54 50 1252 81 181 858 0 168 1057 0Turn Type Perm NA Perm Perm NA Perm Prot NA Prot NAProtected Phases 2 6 3 8 7 4Permitted Phases 2 2 6 6Actuated Green, G (s) 38.5 38.5 38.5 38.5 38.5 38.5 12.0 34.7 13.8 36.0Effective Green, g (s) 38.5 38.5 38.5 38.5 38.5 38.5 12.0 34.7 13.8 36.0Actuated g/C Ratio 0.38 0.38 0.38 0.38 0.38 0.38 0.12 0.35 0.14 0.36Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 4.0 2.5 4.0 2.5 4.0Lane Grp Cap (vph) 67 1230 551 190 1230 551 192 1105 221 1140v/s Ratio Prot 0.21 c0.39 c0.11 0.27 0.11 c0.33v/s Ratio Perm 0.25 0.04 0.10 0.06v/c Ratio 0.66 0.54 0.10 0.26 1.02 0.15 0.94 0.78 0.76 0.93Uniform Delay, d1 25.3 23.9 19.6 21.0 30.8 20.0 43.7 29.2 41.5 30.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.74 1.06 0.60 1.52Incremental Delay, d2 40.7 1.7 0.4 3.3 30.2 0.6 44.4 3.2 7.0 7.1Delay (s) 66.0 25.5 20.0 24.4 61.0 20.6 76.5 34.3 31.8 53.9Level of Service E C C C E C E C C DApproach Delay (s) 27.0 56.5 41.6 50.9Approach LOS C E D D




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 69 92 1113 33 63 1153Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 4.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00Frt 0.92 1.00 1.00 1.00Flt Protected 0.98 1.00 0.95 1.00Satd. Flow (prot) 1519 3182 1598 1682Flt Permitted 0.98 1.00 0.95 1.00Satd. Flow (perm) 1519 3182 1598 1682Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 70 94 1136 34 64 1177RTOR Reduction (vph) 58 0 1 0 0 0Lane Group Flow (vph) 106 0 1169 0 64 1177Turn Type NA NA Prot NAProtected Phases 3 2 1 6Permitted PhasesActuated Green, G (s) 11.2 68.5 7.8 80.3Effective Green, g (s) 11.2 68.5 7.8 80.3Actuated g/C Ratio 0.11 0.68 0.08 0.80Clearance Time (s) 3.5 5.0 4.0 5.0Vehicle Extension (s) 2.0 5.0 2.5 3.0Lane Grp Cap (vph) 170 2180 125 1351v/s Ratio Prot c0.07 0.37 0.04 c0.70v/s Ratio Permv/c Ratio 0.63 0.54 0.51 0.87Uniform Delay, d1 42.4 7.8 44.3 6.5Progression Factor 1.00 1.95 0.86 3.03Incremental Delay, d2 5.1 0.6 1.6 5.1Delay (s) 47.5 15.9 39.9 24.6Level of Service D B D CApproach Delay (s) 47.5 15.9 25.4Approach LOS D B C









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 74 535 136 307 1095 189 117 773 156 109 827 109Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 1682 1430 1598 1682 1430Flt Permitted 0.11 1.00 1.00 0.37 1.00 1.00 0.10 1.00 1.00 0.14 1.00 1.00Satd. Flow (perm) 177 3195 1430 619 3195 1430 165 1682 1430 232 1682 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 76 546 139 313 1117 193 119 789 159 111 844 111RTOR Reduction (vph) 0 0 79 0 0 92 0 0 36 0 0 10Lane Group Flow (vph) 76 546 60 313 1117 101 119 789 123 111 844 101Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 2 6 8 4Permitted Phases 2 2 6 6 8 8 4 4Actuated Green, G (s) 38.0 38.0 38.0 38.0 38.0 38.0 52.0 52.0 52.0 52.0 52.0 52.0Effective Green, g (s) 38.0 38.0 38.0 38.0 38.0 38.0 52.0 52.0 52.0 52.0 52.0 52.0Actuated g/C Ratio 0.38 0.38 0.38 0.38 0.38 0.38 0.52 0.52 0.52 0.52 0.52 0.52Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 67 1214 543 235 1214 543 86 875 744 121 875 744v/s Ratio Prot 0.17 0.35 0.47 0.50v/s Ratio Perm 0.43 0.04 c0.51 0.07 c0.72 0.09 0.48 0.07v/c Ratio 1.13 0.45 0.11 1.33 0.92 0.19 1.38 0.90 0.16 0.92 0.96 0.14Uniform Delay, d1 31.0 23.2 20.1 31.0 29.6 20.7 24.0 21.7 12.6 22.0 23.1 12.4Progression Factor 1.00 1.00 1.00 1.29 1.32 2.59 1.22 1.23 1.17 0.73 0.75 0.58Incremental Delay, d2 151.2 1.2 0.4 170.8 10.5 0.6 196.3 5.9 0.2 40.2 14.7 0.2Delay (s) 182.2 24.4 20.5 210.8 49.6 54.2 225.6 32.6 14.9 56.3 32.1 7.4Level of Service F C C F D D F C B E C AApproach Delay (s) 39.4 81.2 51.4 32.0Approach LOS D F D C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 60 740 16 148 1360 42 64 170 165 57 119 83Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 1.00 1.00 0.93 1.00 0.94Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3186 1598 3181 1598 1558 1598 1578Flt Permitted 0.13 1.00 0.33 1.00 0.48 1.00 0.24 1.00Satd. Flow (perm) 225 3186 563 3181 803 1558 402 1578Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 61 755 16 151 1388 43 65 173 168 58 121 85RTOR Reduction (vph) 0 1 0 0 2 0 0 39 0 0 28 0Lane Group Flow (vph) 61 770 0 151 1429 0 65 302 0 58 178 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 66.9 66.9 66.9 66.9 24.1 24.1 24.1 24.1Effective Green, g (s) 66.9 66.9 66.9 66.9 24.1 24.1 24.1 24.1Actuated g/C Ratio 0.67 0.67 0.67 0.67 0.24 0.24 0.24 0.24Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.5 3.5 3.5 3.5 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 151 2131 377 2128 194 375 97 380v/s Ratio Prot 0.24 c0.45 c0.19 0.11v/s Ratio Perm 0.27 0.27 0.08 0.14v/c Ratio 0.40 0.36 0.40 0.67 0.34 0.81 0.60 0.47Uniform Delay, d1 7.5 7.2 7.5 9.9 31.3 35.7 33.7 32.5Progression Factor 0.51 0.37 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 7.1 0.4 3.2 1.7 1.0 11.9 9.5 0.9Delay (s) 11.0 3.1 10.6 11.7 32.4 47.7 43.2 33.4Level of Service B A B B C D D CApproach Delay (s) 3.7 11.6 45.2 35.5Approach LOS A B D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 119 499 113 145 834 88 145 860 41 67 1106 100Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 1670 1598 1661Flt Permitted 0.14 1.00 1.00 0.34 1.00 1.00 0.06 1.00 0.14 1.00Satd. Flow (perm) 240 3195 1430 570 3195 1430 109 1670 240 1661Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 121 509 115 148 851 90 148 878 42 68 1129 102RTOR Reduction (vph) 0 0 70 0 0 50 0 2 0 0 3 0Lane Group Flow (vph) 121 509 45 148 851 40 148 918 0 68 1228 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NAProtected Phases 6 2 4 8Permitted Phases 6 6 2 2 4 8Actuated Green, G (s) 28.0 28.0 28.0 28.0 28.0 28.0 62.0 62.0 62.0 62.0Effective Green, g (s) 28.0 28.0 28.0 28.0 28.0 28.0 62.0 62.0 62.0 62.0Actuated g/C Ratio 0.28 0.28 0.28 0.28 0.28 0.28 0.62 0.62 0.62 0.62Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 2.0 2.0 5.0 5.0 5.0 5.0 5.0 2.0 2.0Lane Grp Cap (vph) 67 895 400 160 895 400 68 1035 149 1030v/s Ratio Prot 0.16 0.27 0.55 0.74v/s Ratio Perm c0.50 0.03 0.26 0.03 c1.36 0.28v/c Ratio 1.81 0.57 0.11 0.93 0.95 0.10 2.18 0.89 0.46 1.19Uniform Delay, d1 36.0 30.8 26.8 35.0 35.3 26.7 19.0 16.0 10.1 19.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.93Incremental Delay, d2 415.3 2.6 0.6 53.6 20.3 0.5 574.5 10.0 0.2 89.3Delay (s) 451.3 33.4 27.3 88.6 55.6 27.2 593.5 26.0 8.2 106.9Level of Service F C C F E C F C A FApproach Delay (s) 100.4 57.7 104.7 101.7Approach LOS F E F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 48 101 94 162 167 20 111 986 12 9 1243 63Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.98 1.00 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1655 1430 1641 1430 1598 1682 1430 1598 1670Flt Permitted 0.65 1.00 0.71 1.00 0.07 1.00 1.00 0.09 1.00Satd. Flow (perm) 1092 1430 1188 1430 121 1682 1430 157 1670Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 49 103 96 165 170 20 113 1006 12 9 1268 64RTOR Reduction (vph) 0 0 51 0 0 14 0 0 4 0 2 0Lane Group Flow (vph) 0 152 45 0 335 6 113 1006 8 9 1330 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 4 4 2 2 2Actuated Green, G (s) 25.0 25.0 25.0 25.0 55.5 55.5 55.5 55.5 55.5Effective Green, g (s) 25.0 25.0 25.0 25.0 55.5 55.5 55.5 55.5 55.5Actuated g/C Ratio 0.28 0.28 0.28 0.28 0.62 0.62 0.62 0.62 0.62Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 0.2 0.2 0.2 0.2 0.2Lane Grp Cap (vph) 303 397 330 397 75 1037 882 97 1030v/s Ratio Prot 0.60 0.80v/s Ratio Perm 0.14 0.03 c0.28 0.00 c0.93 0.01 0.06v/c Ratio 0.50 0.11 1.02 0.01 1.51 0.97 0.01 0.09 1.29Uniform Delay, d1 27.3 24.2 32.5 23.6 17.2 16.5 6.6 7.0 17.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 1.3 0.1 53.4 0.0 285.1 21.6 0.0 1.9 138.4Delay (s) 28.6 24.4 85.9 23.6 302.3 38.1 6.7 8.9 155.7Level of Service C C F C F D A A FApproach Delay (s) 27.0 82.4 64.1 154.7Approach LOS C F E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 62 21 15 52 110 191 51 867 73 193 1103 220Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95Frt 1.00 0.94 1.00 0.90 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 1577 1598 1522 1598 1682 1430 1598 3116Flt Permitted 0.22 1.00 0.73 1.00 0.16 1.00 1.00 0.23 1.00Satd. Flow (perm) 372 1577 1234 1522 271 1682 1430 381 3116Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 63 21 15 53 112 195 52 885 74 197 1126 224RTOR Reduction (vph) 0 12 0 0 48 0 0 0 21 0 13 0Lane Group Flow (vph) 63 24 0 53 259 0 52 885 53 197 1337 0Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2 2Actuated Green, G (s) 27.0 27.0 27.0 27.0 95.0 95.0 95.0 95.0 95.0Effective Green, g (s) 27.0 27.0 27.0 27.0 95.0 95.0 95.0 95.0 95.0Actuated g/C Ratio 0.20 0.20 0.20 0.20 0.72 0.72 0.72 0.72 0.72Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 76 323 252 311 195 1211 1029 274 2243v/s Ratio Prot 0.02 c0.17 c0.53 0.43v/s Ratio Perm 0.17 0.04 0.19 0.04 0.52v/c Ratio 0.83 0.07 0.21 0.83 0.27 0.73 0.05 0.72 0.60Uniform Delay, d1 50.3 42.4 43.6 50.3 6.4 10.9 5.4 10.7 9.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 63.1 0.4 1.9 22.3 3.3 3.9 0.1 15.0 1.2Delay (s) 113.4 42.9 45.5 72.7 9.7 14.8 5.5 25.8 10.3Level of Service F D D E A B A C BApproach Delay (s) 87.7 68.7 13.9 12.2Approach LOS F E B B




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 167 618 50 50 1312 271 62 747 44 210 790 312Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.99 1.00 0.97 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4540 1598 4473 1598 3169 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4540 1598 4473 1598 3169 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 170 631 51 51 1339 277 63 762 45 214 806 318RTOR Reduction (vph) 0 7 0 0 24 0 0 3 0 0 0 187Lane Group Flow (vph) 170 675 0 51 1592 0 63 804 0 214 806 131Turn Type Prot NA Prot NA Prot NA Prot NA OverProtected Phases 3 4 3 4 1 6 5 2 3Permitted PhasesActuated Green, G (s) 11.0 30.5 11.0 30.5 31.0 34.0 31.0 34.0 11.0Effective Green, g (s) 11.0 30.5 11.0 30.5 31.0 34.0 31.0 34.0 11.0Actuated g/C Ratio 0.08 0.23 0.08 0.23 0.24 0.26 0.24 0.26 0.08Clearance Time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Grp Cap (vph) 135 1065 135 1049 381 829 381 836 121v/s Ratio Prot c0.11 0.15 0.03 c0.36 0.04 c0.25 c0.13 0.25 0.09v/s Ratio Permv/c Ratio 1.26 0.63 0.38 1.52 0.17 0.97 0.56 0.96 1.08Uniform Delay, d1 59.5 44.7 56.3 49.8 39.2 47.5 43.5 47.4 59.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 163.0 2.9 7.9 237.7 0.9 24.7 5.9 23.5 106.4Delay (s) 222.5 47.6 64.1 287.4 40.2 72.2 49.4 70.9 165.9Level of Service F D E F D E D E FApproach Delay (s) 82.5 280.6 69.9 90.1Approach LOS F F E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 77 708 88 288 1586 49 16 55 165 23 36 21Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.98 1.00 1.00 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3142 1598 3181 1598 1682 1430 1598 1590Flt Permitted 0.13 1.00 0.34 1.00 0.64 1.00 1.00 0.65 1.00Satd. Flow (perm) 221 3142 572 3181 1080 1682 1430 1100 1590Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 79 722 90 294 1618 50 16 56 168 23 37 21RTOR Reduction (vph) 0 5 0 0 1 0 0 0 20 0 19 0Lane Group Flow (vph) 79 807 0 294 1667 0 16 56 148 23 39 0Turn Type Perm NA Perm NA Perm NA custom Perm NAProtected Phases 2 2 4 4Permitted Phases 2 2 4 2 4Actuated Green, G (s) 95.2 95.2 95.2 95.2 7.8 7.8 95.2 7.8 7.8Effective Green, g (s) 95.2 95.2 95.2 95.2 7.8 7.8 95.2 7.8 7.8Actuated g/C Ratio 0.88 0.88 0.88 0.88 0.07 0.07 0.88 0.07 0.07Clearance Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 195 2770 504 2804 78 121 1261 79 115v/s Ratio Prot 0.26 c0.52 c0.03 0.02v/s Ratio Perm 0.36 0.51 0.01 0.10 0.02v/c Ratio 0.41 0.29 0.58 0.59 0.21 0.46 0.12 0.29 0.33Uniform Delay, d1 1.2 1.0 1.6 1.6 47.2 48.1 0.8 47.5 47.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.1 0.3 4.9 0.9 1.3 2.8 0.2 2.0 1.7Delay (s) 7.3 1.3 6.4 2.5 48.5 50.9 1.0 49.5 49.4Level of Service A A A A D D A D DApproach Delay (s) 1.8 3.1 15.8 49.4Approach LOS A A B D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 74 653 104 79 1828 162 38 165 46 104 180 100Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 0.95Frt 1.00 0.98 1.00 0.99 0.97 0.96Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99Satd. Flow (prot) 1598 3130 1598 3156 3083 3030Flt Permitted 0.95 1.00 0.95 1.00 0.79 0.74Satd. Flow (perm) 1598 3130 1598 3156 2451 2270Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 76 666 106 81 1865 165 39 168 47 106 184 102RTOR Reduction (vph) 0 11 0 0 6 0 0 20 0 0 37 0Lane Group Flow (vph) 76 761 0 81 2024 0 0 234 0 0 355 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 6.7 60.5 7.4 61.2 19.6 19.6Effective Green, g (s) 6.7 60.5 7.4 61.2 19.6 19.6Actuated g/C Ratio 0.07 0.60 0.07 0.61 0.20 0.20Clearance Time (s) 3.5 5.0 3.5 5.0 4.0 4.0Vehicle Extension (s) 3.0 5.0 1.5 5.0 3.0 3.0Lane Grp Cap (vph) 107 1894 118 1931 480 445v/s Ratio Prot 0.05 0.24 c0.05 c0.64v/s Ratio Perm 0.10 c0.16v/c Ratio 0.71 0.40 0.69 1.05 0.49 0.80Uniform Delay, d1 45.7 10.3 45.2 19.4 35.7 38.3Progression Factor 1.00 1.00 0.86 0.92 1.00 1.00Incremental Delay, d2 19.8 0.6 1.2 23.4 0.8 9.6Delay (s) 65.5 10.9 40.2 41.3 36.5 47.9Level of Service E B D D D DApproach Delay (s) 15.8 41.2 36.5 47.9Approach LOS B D D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 73 634 28 62 1941 113 62 84 39 90 78 110Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.99 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 0.97 1.00Satd. Flow (prot) 1598 3175 1598 3169 1647 1430 1638 1430Flt Permitted 0.95 1.00 0.95 1.00 0.80 1.00 0.73 1.00Satd. Flow (perm) 1598 3175 1598 3169 1353 1430 1229 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 74 647 29 63 1981 115 63 86 40 92 80 112RTOR Reduction (vph) 0 3 0 0 4 0 0 0 30 0 0 84Lane Group Flow (vph) 74 673 0 63 2092 0 0 149 10 0 172 28Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 6.5 56.1 6.6 56.2 25.3 25.3 25.3 25.3Effective Green, g (s) 6.5 56.1 6.6 56.2 25.3 25.3 25.3 25.3Actuated g/C Ratio 0.06 0.56 0.07 0.56 0.25 0.25 0.25 0.25Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Vehicle Extension (s) 4.0 5.0 1.5 5.0 3.0 3.0 4.0 4.0Lane Grp Cap (vph) 104 1781 105 1781 342 362 311 362v/s Ratio Prot c0.05 0.21 0.04 c0.66v/s Ratio Perm 0.11 0.01 c0.14 0.02v/c Ratio 0.71 0.38 0.60 1.17 0.44 0.03 0.55 0.08Uniform Delay, d1 45.8 12.2 45.4 21.9 31.4 28.1 32.4 28.5Progression Factor 0.99 0.73 0.72 1.48 1.00 1.00 1.00 1.00Incremental Delay, d2 31.4 0.6 0.6 79.1 0.9 0.0 6.9 0.4Delay (s) 76.7 9.5 33.4 111.5 32.2 28.1 39.4 28.9Level of Service E A C F C C D CApproach Delay (s) 16.2 109.2 31.4 35.2Approach LOS B F C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 105 518 93 142 1846 170 76 681 54 103 619 186Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3155 1598 3195 1430 1598 3085Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.15 1.00 1.00 0.22 1.00Satd. Flow (perm) 1598 3195 1430 1598 3155 245 3195 1430 369 3085Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 107 529 95 145 1884 173 78 695 55 105 632 190RTOR Reduction (vph) 0 0 54 0 7 0 0 0 38 0 28 0Lane Group Flow (vph) 107 529 41 145 2050 0 78 695 17 105 794 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 6 4 4 8Actuated Green, G (s) 7.4 43.1 43.1 11.9 47.6 30.5 30.5 30.5 30.5 30.5Effective Green, g (s) 7.4 43.1 43.1 11.9 47.6 30.5 30.5 30.5 30.5 30.5Actuated g/C Ratio 0.07 0.43 0.43 0.12 0.48 0.30 0.30 0.30 0.30 0.30Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 118 1377 616 190 1502 75 974 436 113 941v/s Ratio Prot 0.07 0.17 c0.09 c0.65 0.22 0.26v/s Ratio Perm 0.03 c0.32 0.01 0.28v/c Ratio 0.91 0.38 0.07 0.76 1.36 1.04 0.71 0.04 0.93 0.84Uniform Delay, d1 46.0 19.4 16.7 42.7 26.2 34.8 30.9 24.4 33.7 32.5Progression Factor 0.91 1.25 2.69 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 51.4 0.8 0.2 15.0 168.6 115.4 2.5 0.0 61.9 7.0Delay (s) 93.4 25.0 45.0 57.7 194.8 150.1 33.4 24.5 95.6 39.5Level of Service F C D E F F C C F DApproach Delay (s) 37.6 185.8 43.8 45.8Approach LOS D F D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 22 658 34 33 1951 81 110 197 27 117 114 74Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.99 0.99 1.00 0.94Flt Protected 0.95 1.00 0.95 1.00 0.98 0.95 1.00Satd. Flow (prot) 1598 3172 1598 3176 1636 1598 1582Flt Permitted 0.95 1.00 0.95 1.00 0.72 0.44 1.00Satd. Flow (perm) 1598 3172 1598 3176 1197 736 1582Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 22 671 35 34 1991 83 112 201 28 119 116 76RTOR Reduction (vph) 0 4 0 0 3 0 0 3 0 0 24 0Lane Group Flow (vph) 22 702 0 34 2071 0 0 338 0 119 168 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 1.7 56.2 3.8 58.3 28.5 28.5 28.5Effective Green, g (s) 1.7 56.2 3.8 58.3 28.5 28.5 28.5Actuated g/C Ratio 0.02 0.56 0.04 0.58 0.28 0.28 0.28Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 27 1774 60 1842 339 209 449v/s Ratio Prot 0.01 0.22 c0.02 c0.65 0.11v/s Ratio Perm c0.28 0.16v/c Ratio 0.81 0.40 0.57 1.12 1.00 0.57 0.37Uniform Delay, d1 49.2 12.5 47.5 21.1 36.0 30.8 28.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 91.8 0.7 7.1 63.7 47.9 3.5 0.5Delay (s) 141.1 13.2 54.7 84.8 83.8 34.3 29.4Level of Service F B D F F C CApproach Delay (s) 17.1 84.3 83.8 31.3Approach LOS B F F C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 41 743 13 86 2285 256 19 90 103 226 72 58Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 0.95 1.00Frt 1.00 1.00 1.00 0.98 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 0.95 0.97 1.00Satd. Flow (prot) 1598 3187 1598 3147 1668 1430 1518 1556 1430Flt Permitted 0.95 1.00 0.95 1.00 0.94 1.00 0.62 0.73 1.00Satd. Flow (perm) 1598 3187 1598 3147 1578 1430 985 1173 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 42 758 13 88 2332 261 19 92 105 231 73 59RTOR Reduction (vph) 0 1 0 0 7 0 0 0 86 0 0 48Lane Group Flow (vph) 42 770 0 88 2586 0 0 111 19 146 158 11Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 4.4 60.6 8.4 64.6 18.5 18.5 18.5 18.5 18.5Effective Green, g (s) 4.4 60.6 8.4 64.6 18.5 18.5 18.5 18.5 18.5Actuated g/C Ratio 0.04 0.61 0.08 0.65 0.18 0.18 0.18 0.18 0.18Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 2.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 70 1931 134 2033 292 265 182 217 265v/s Ratio Prot 0.03 0.24 c0.06 c0.82v/s Ratio Perm 0.07 0.01 c0.15 0.13 0.01v/c Ratio 0.60 0.40 0.66 1.27 0.38 0.07 0.80 0.73 0.04Uniform Delay, d1 46.9 10.2 44.4 17.7 35.7 33.7 39.0 38.4 33.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 8.9 0.6 9.9 126.3 0.8 0.1 21.9 11.5 0.1Delay (s) 55.8 10.9 54.3 144.0 36.6 33.8 60.9 49.9 33.5Level of Service E B D F D C E D CApproach Delay (s) 13.2 141.1 35.2 51.7Approach LOS B F D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 90 735 233 171 1620 78 791 702 139 103 669 296Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.97 0.95 1.00 0.97 0.95Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3080 1598 3173 3100 3195 1430 3100 3048Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3080 1598 3173 3100 3195 1430 3100 3048Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 92 750 238 174 1653 80 807 716 142 105 683 302RTOR Reduction (vph) 0 26 0 0 3 0 0 0 86 0 42 0Lane Group Flow (vph) 92 962 0 174 1730 0 807 716 56 105 943 0Turn Type Prot NA Prot NA Prot NA Perm Prot NAProtected Phases 3 8 7 4 1 6 5 2Permitted Phases 6Actuated Green, G (s) 5.5 37.0 8.5 40.0 19.5 47.3 47.3 8.2 36.0Effective Green, g (s) 5.5 37.0 8.5 40.0 19.5 47.3 47.3 8.2 36.0Actuated g/C Ratio 0.05 0.31 0.07 0.33 0.16 0.39 0.39 0.07 0.30Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Vehicle Extension (s) 2.0 5.5 2.0 5.5 2.0 5.5 5.5 2.0 5.5Lane Grp Cap (vph) 73 950 113 1058 504 1259 564 212 914v/s Ratio Prot 0.06 0.31 c0.11 c0.55 c0.26 0.22 0.03 c0.31v/s Ratio Perm 0.04v/c Ratio 1.26 1.01 1.54 1.64 1.60 0.57 0.10 0.50 1.03Uniform Delay, d1 57.2 41.5 55.8 40.0 50.2 28.4 22.9 53.9 42.0Progression Factor 1.00 1.00 0.92 0.91 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 190.5 32.5 255.4 287.2 279.7 1.9 0.4 0.7 38.2Delay (s) 247.8 74.0 306.7 323.6 330.0 30.3 23.3 54.6 80.2Level of Service F E F F F C C D FApproach Delay (s) 88.8 322.1 174.9 77.7Approach LOS F F F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 18 1012 27 102 2071 75 76 6 31 155 12 17Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 6.0 3.5 6.0 4.0 6.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.85 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 0.96 1.00 0.96Satd. Flow (prot) 1598 3195 1430 1598 3179 1607 1430 1594Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.74 1.00 0.68Satd. Flow (perm) 1598 3195 1430 1598 3179 1243 1430 1130Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 18 1033 28 104 2113 77 78 6 32 158 12 17RTOR Reduction (vph) 0 0 9 0 2 0 0 0 11 0 3 0Lane Group Flow (vph) 18 1033 19 104 2188 0 0 84 21 0 184 0Turn Type Prot NA Perm Prot NA Perm NA custom Perm NAProtected Phases 1 6 5 2 8 4Permitted Phases 6 8 2 4Actuated Green, G (s) 2.3 71.5 71.5 11.2 80.4 23.8 80.4 23.8Effective Green, g (s) 2.3 71.5 71.5 11.2 80.4 23.8 80.4 23.8Actuated g/C Ratio 0.02 0.60 0.60 0.09 0.67 0.20 0.67 0.20Clearance Time (s) 3.5 6.0 6.0 3.5 6.0 4.0 6.0 4.0Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 5.0 3.0Lane Grp Cap (vph) 31 1904 852 149 2130 247 958 224v/s Ratio Prot 0.01 0.32 c0.07 c0.69v/s Ratio Perm 0.01 0.07 0.01 c0.16v/c Ratio 0.58 0.54 0.02 0.70 1.03 0.34 0.02 0.82Uniform Delay, d1 58.4 14.5 9.9 52.8 19.8 41.3 6.6 46.1Progression Factor 1.33 0.23 0.00 0.72 1.92 1.00 1.00 1.00Incremental Delay, d2 10.4 0.7 0.0 1.1 14.7 0.8 0.0 20.8Delay (s) 87.8 4.0 0.0 39.0 52.7 42.2 6.7 66.9Level of Service F A A D D D A EApproach Delay (s) 5.3 52.1 32.4 66.9Approach LOS A D C E








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 181 1167 48 120 1888 97 122 476 100 383 513 237Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3177 1598 3172 1598 1682 1430 1598 3044Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3177 1598 3172 1598 1682 1430 1598 3044Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 185 1191 49 122 1927 99 124 486 102 391 523 242RTOR Reduction (vph) 0 2 0 0 3 0 0 0 69 0 45 0Lane Group Flow (vph) 185 1238 0 122 2023 0 124 486 33 391 720 0Turn Type Prot NA custom NA Prot NA Prot Prot NAProtected Phases 1 6 5 2 7 4 4 3 8Permitted Phases 5Actuated Green, G (s) 10.5 50.0 6.5 46.0 10.7 28.0 28.0 17.5 34.8Effective Green, g (s) 10.5 50.0 6.5 46.0 10.7 28.0 28.0 17.5 34.8Actuated g/C Ratio 0.09 0.42 0.05 0.38 0.09 0.23 0.23 0.15 0.29Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Vehicle Extension (s) 1.5 5.5 1.5 5.5 1.5 5.0 5.0 1.5 5.0Lane Grp Cap (vph) 140 1324 87 1216 142 392 334 233 883v/s Ratio Prot c0.12 0.39 0.08 c0.64 0.08 c0.29 0.02 c0.24 0.24v/s Ratio Permv/c Ratio 1.32 0.93 1.40 1.66 0.87 1.24 0.10 1.68 0.82Uniform Delay, d1 54.8 33.4 56.8 37.0 54.0 46.0 36.1 51.2 39.6Progression Factor 0.73 1.35 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 166.7 7.5 236.3 302.3 39.5 127.9 0.3 323.2 6.6Delay (s) 206.4 52.7 293.0 339.3 93.5 173.9 36.4 374.5 46.2Level of Service F D F F F F D F DApproach Delay (s) 72.6 336.7 140.2 157.2Approach LOS E F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 109 1051 414 149 1938 136 293 253 451 538 299 626Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3060 1598 3164 1598 3195 1430 1598 1682 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3060 1598 3164 1598 3195 1430 1598 1682 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 111 1072 422 152 1978 139 299 258 460 549 305 639RTOR Reduction (vph) 0 46 0 0 6 0 0 0 87 0 0 81Lane Group Flow (vph) 111 1448 0 152 2111 0 299 258 373 549 305 558Turn Type Prot NA Prot NA Prot NA Perm Prot NA PermProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 4 8Actuated Green, G (s) 4.5 31.0 5.5 32.0 10.3 24.0 24.0 12.5 26.2 26.2Effective Green, g (s) 4.5 31.0 5.5 32.0 10.3 24.0 24.0 12.5 26.2 26.2Actuated g/C Ratio 0.05 0.34 0.06 0.35 0.11 0.27 0.27 0.14 0.29 0.29Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Vehicle Extension (s) 0.2 5.0 0.2 5.0 1.5 4.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 79 1048 97 1119 182 847 379 221 487 414v/s Ratio Prot 0.07 0.47 c0.10 c0.67 0.19 0.08 c0.34 0.18v/s Ratio Perm 0.26 c0.39v/c Ratio 1.41 1.38 1.57 1.89 1.64 0.30 0.98 2.48 0.63 1.35Uniform Delay, d1 43.0 29.8 42.5 29.2 40.1 26.6 33.1 39.0 27.9 32.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 241.8 177.8 298.9 402.4 312.7 0.4 42.1 681.2 3.2 171.9Delay (s) 284.8 207.5 341.4 431.6 352.8 26.9 75.1 720.2 31.1 204.0Level of Service F F F F F C E F C FApproach Delay (s) 212.9 425.6 144.5 358.5Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 142 1324 385 97 1552 187 263 568 37 258 730 281Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.97 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3087 1598 3144 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.22 1.00 1.00 0.19 1.00 1.00Satd. Flow (perm) 1598 3087 1598 3144 373 3195 1430 326 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 145 1351 393 99 1584 191 268 580 38 263 745 287RTOR Reduction (vph) 0 30 0 0 11 0 0 0 30 0 0 84Lane Group Flow (vph) 145 1714 0 99 1765 0 268 580 8 263 745 203Turn Type Prot NA Prot NA pm+pt NA Perm pm+pt NA PermProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 4 4 8 8Actuated Green, G (s) 5.3 38.5 4.8 37.5 22.7 18.7 18.7 31.7 23.7 23.7Effective Green, g (s) 5.3 38.5 4.8 37.5 22.7 18.7 18.7 31.7 23.7 23.7Actuated g/C Ratio 0.06 0.43 0.05 0.42 0.25 0.21 0.21 0.35 0.26 0.26Clearance Time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Vehicle Extension (s) 1.5 5.0 1.5 5.0 2.5 3.0 3.0 2.5 3.0 3.0Lane Grp Cap (vph) 94 1321 85 1310 149 664 297 242 841 377v/s Ratio Prot c0.09 0.56 0.06 c0.56 c0.08 0.18 c0.11 0.23v/s Ratio Perm c0.38 0.01 0.27 0.14v/c Ratio 1.54 1.30 1.16 1.35 1.80 0.87 0.03 1.09 0.89 0.54Uniform Delay, d1 42.4 25.8 42.6 26.2 32.2 34.5 28.4 25.3 31.9 28.5Progression Factor 1.00 1.00 0.81 1.45 0.89 0.97 1.35 1.00 1.00 1.00Incremental Delay, d2 290.0 139.7 85.8 156.6 381.9 10.9 0.0 82.9 11.0 1.5Delay (s) 332.3 165.4 120.5 194.7 410.5 44.4 38.3 108.2 42.9 29.9Level of Service F F F F F D D F D CApproach Delay (s) 178.2 190.7 154.9 53.3Approach LOS F F F D




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 76 398 1077 0 0 969Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 5.0 5.0Lane Util. Factor 0.97 0.95 0.95Frt 0.87 1.00 1.00Flt Protected 0.99 1.00 1.00Satd. Flow (prot) 2829 3195 3195Flt Permitted 0.99 1.00 1.00Satd. Flow (perm) 2829 3195 3195Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 78 406 1099 0 0 989RTOR Reduction (vph) 69 0 0 0 0 0Lane Group Flow (vph) 415 0 1099 0 0 989Turn Type NA NA Perm NAProtected Phases 4 2 2Permitted Phases 2Actuated Green, G (s) 18.3 62.2 62.2Effective Green, g (s) 18.3 62.2 62.2Actuated g/C Ratio 0.20 0.69 0.69Clearance Time (s) 4.5 5.0 5.0Vehicle Extension (s) 3.0 5.5 5.5Lane Grp Cap (vph) 575 2208 2208v/s Ratio Prot c0.15 c0.34 0.31v/s Ratio Permv/c Ratio 1.11dr 0.50 0.45Uniform Delay, d1 33.5 6.5 6.2Progression Factor 0.42 1.00 2.40Incremental Delay, d2 0.4 0.8 0.1Delay (s) 14.4 7.3 15.0Level of Service B A BApproach Delay (s) 14.4 7.3 15.0Approach LOS B A B

Intersection SummaryHCM Average Control Delay 11.6 HCM Level of Service BHCM Volume to Capacity ratio 0.55Actuated Cycle Length (s) 90.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 53.7% ICU Level of Service AAnalysis Period (min) 15dr Defacto Right Lane. Recode with 1 though lane as a right lane.c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 127 1450 43 123 1612 91 62 181 140 113 401 211Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 0.95Frt 1.00 1.00 1.00 0.99 0.95 0.96Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99Satd. Flow (prot) 1598 3182 1598 3170 2996 3032Flt Permitted 0.95 1.00 0.95 1.00 0.60 0.75Satd. Flow (perm) 1598 3182 1598 3170 1827 2279Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 130 1480 44 126 1645 93 63 185 143 115 409 215RTOR Reduction (vph) 0 3 0 0 5 0 0 91 0 0 49 0Lane Group Flow (vph) 130 1521 0 126 1733 0 0 300 0 0 690 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 4Permitted Phases 4 4Actuated Green, G (s) 8.8 44.6 7.9 43.7 24.0 24.0Effective Green, g (s) 8.8 44.6 7.9 43.7 24.0 24.0Actuated g/C Ratio 0.10 0.50 0.09 0.49 0.27 0.27Clearance Time (s) 3.5 5.0 3.5 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 5.0 5.0Lane Grp Cap (vph) 156 1577 140 1539 487 608v/s Ratio Prot c0.08 0.48 0.08 c0.55v/s Ratio Perm 0.16 c0.30v/c Ratio 0.83 0.96 0.90 1.13 0.62 1.13Uniform Delay, d1 39.9 21.9 40.7 23.1 29.0 33.0Progression Factor 0.74 1.84 1.00 1.00 1.00 1.00Incremental Delay, d2 3.4 2.4 46.6 65.8 3.3 79.6Delay (s) 33.1 42.7 87.3 89.0 32.3 112.6Level of Service C D F F C FApproach Delay (s) 41.9 88.9 32.3 112.6Approach LOS D F C F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 87 1239 343 83 1500 136 238 310 81 203 577 198Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 5.0 5.0 4.0 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 0.97 0.95 1.00 0.95Frt 1.00 0.97 1.00 0.99 1.00 0.97 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3092 1598 3156 3100 3096 1598 3073Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1598 3092 1598 3156 3100 3096 1598 3073Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 89 1264 350 85 1531 139 243 316 83 207 589 202RTOR Reduction (vph) 0 19 0 0 5 0 0 19 0 0 27 0Lane Group Flow (vph) 89 1595 0 85 1665 0 243 380 0 207 764 0Turn Type Prot NA Prot NA Prot NA Prot NAProtected Phases 1 6 5 2 4 8 7 3Permitted PhasesActuated Green, G (s) 9.6 59.9 9.3 59.6 21.0 23.4 18.6 21.5Effective Green, g (s) 9.6 59.9 9.3 59.6 21.0 23.4 18.6 21.5Actuated g/C Ratio 0.07 0.46 0.07 0.46 0.16 0.18 0.14 0.17Clearance Time (s) 3.5 5.5 3.5 5.5 5.0 5.0 4.0 3.5Vehicle Extension (s) 1.5 5.5 1.5 5.5 5.0 5.0 1.5 1.5Lane Grp Cap (vph) 119 1434 115 1456 504 561 230 511v/s Ratio Prot c0.06 0.52 0.05 c0.53 0.08 c0.12 0.13 c0.25v/s Ratio Permv/c Ratio 0.75 1.11 0.74 1.14 0.48 0.68 0.90 1.50Uniform Delay, d1 58.6 34.6 58.8 34.8 49.2 49.4 54.4 53.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 19.9 60.8 19.1 73.2 1.5 4.2 33.2 233.2Delay (s) 78.5 95.4 77.8 108.0 50.7 53.6 87.6 287.1Level of Service E F E F D D F FApproach Delay (s) 94.5 106.5 52.5 245.7Approach LOS F F D F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 61 614 400 66 1042 45 740 245 119 30 62 26Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 0.95 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.96Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 0.98 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3176 1518 1558 1430 1454 2923Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 0.98 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 1598 3176 1518 1558 1430 1454 2923Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 62 627 408 67 1063 46 755 250 121 31 63 27RTOR Reduction (vph) 0 0 264 0 2 0 0 0 25 0 26 0Lane Group Flow (vph) 62 627 144 67 1107 0 498 507 96 28 67 0Turn Type Prot NA Perm Prot NA Split NA Perm Split NAProtected Phases 5 2 1 6 4 4 8 8Permitted Phases 2 4Actuated Green, G (s) 11.0 49.5 49.5 11.0 49.5 54.0 54.0 54.0 7.0 7.0Effective Green, g (s) 11.0 49.5 49.5 11.0 49.5 54.0 54.0 54.0 7.0 7.0Actuated g/C Ratio 0.08 0.35 0.35 0.08 0.35 0.39 0.39 0.39 0.05 0.05Clearance Time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Grp Cap (vph) 126 1130 506 126 1123 586 601 552 73 146v/s Ratio Prot 0.04 0.20 c0.04 c0.35 c0.33 0.33 0.02 c0.02v/s Ratio Perm 0.10 0.07v/c Ratio 0.49 0.55 0.29 0.53 0.99 0.85 0.84 0.17 0.38 0.46Uniform Delay, d1 61.8 36.4 32.5 62.0 44.9 39.3 39.2 28.3 64.4 64.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.19 1.19 1.65 1.00 1.00Incremental Delay, d2 13.1 2.0 1.4 15.1 23.7 1.5 1.4 0.1 14.6 10.1Delay (s) 74.9 38.4 33.9 77.2 68.6 48.4 48.2 46.8 79.0 74.8Level of Service E D C E E D D D E EApproach Delay (s) 38.8 69.1 48.2 75.8Approach LOS D E D E









Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1Volume Total 184 393 202 43 794 433 33 46Volume Left 184 0 0 43 0 0 7 8Volume Right 0 0 6 0 0 36 10 34cSH 522 1700 1700 1030 1700 1700 43 260Volume to Capacity 0.35 0.23 0.12 0.04 0.47 0.25 0.75 0.18Queue Length 95th (ft) 39 0 0 3 0 0 72 16Control Delay (s) 15.6 0.0 0.0 8.6 0.0 0.0 208.6 21.8Lane LOS C A F CApproach Delay (s) 3.7 0.3 208.6 21.8Approach LOS F C




Movement EBL2 EBL EBR EBR2 NBL2 NBL NBT NBR SBL SBT SBR SBR2Lane ConfigurationsVolume (vph) 65 117 440 11 226 0 257 105 55 422 107 17Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.7 5.4 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 1.00 0.76 1.00 1.00 1.00 0.91 0.91Frt 1.00 0.85 1.00 1.00 0.85 0.97 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 1.00 1.00Satd. Flow (prot) 1598 3259 1598 1682 1430 2962 1301Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.88 1.00Satd. Flow (perm) 1598 3259 1598 1682 1430 2624 1301Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 66 119 449 11 231 0 262 107 56 431 109 17RTOR Reduction (vph) 0 0 2 0 0 0 0 96 0 0 0 12Lane Group Flow (vph) 0 185 458 0 0 231 262 11 0 598 0 3Turn Type Split NA custom Split Split NA Perm Perm NA PermProtected Phases 1 1 6 7 7 7 8Permitted Phases 7 8 8Actuated Green, G (s) 12.3 35.6 15.4 15.4 15.4 31.4 31.4Effective Green, g (s) 12.3 35.6 15.4 15.4 15.4 31.4 31.4Actuated g/C Ratio 0.08 0.24 0.10 0.10 0.10 0.21 0.21Clearance Time (s) 4.7 5.4 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 2.5 2.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 132 780 165 174 148 554 275v/s Ratio Prot c0.12 0.14 0.14 c0.16v/s Ratio Perm 0.01 c0.23 0.00v/c Ratio 1.40 0.59 1.40 1.51 0.07 1.08 0.01Uniform Delay, d1 68.2 50.1 66.6 66.6 60.2 58.6 46.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 219.8 3.2 212.4 255.1 0.2 61.4 0.0Delay (s) 288.0 53.3 279.0 321.7 60.4 120.1 46.4Level of Service F D F F E F DApproach Delay (s) 120.6 258.7 118.3Approach LOS F F F




Movement SET SER SER2 NWL2 NWL NWT NWRLane ConfigurationsVolume (vph) 565 231 68 141 753 947 76Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.9 4.9 4.2 4.9 4.9Lane Util. Factor 0.86 0.86 1.00 0.97 0.95Frt 0.96 0.85 1.00 1.00 0.99Flt Protected 1.00 1.00 0.95 0.95 1.00Satd. Flow (prot) 4146 1229 1598 3100 3160Flt Permitted 1.00 1.00 0.95 0.95 1.00Satd. Flow (perm) 4146 1229 1598 3100 3160Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 577 236 69 144 768 966 78RTOR Reduction (vph) 1 0 51 0 0 4 0Lane Group Flow (vph) 819 0 11 144 768 1040 0Turn Type NA Perm Prot Prot NAProtected Phases 4 5 2 2 4Permitted Phases 4Actuated Green, G (s) 26.2 26.2 16.4 39.7 70.8Effective Green, g (s) 26.2 26.2 16.4 39.7 70.8Actuated g/C Ratio 0.18 0.18 0.11 0.27 0.48Clearance Time (s) 4.9 4.9 4.2 4.9Vehicle Extension (s) 5.0 5.0 1.5 2.0Lane Grp Cap (vph) 730 217 176 828 1505v/s Ratio Prot c0.20 0.09 c0.25 0.33v/s Ratio Perm 0.01v/c Ratio 1.12 0.05 0.82 0.93 0.69Uniform Delay, d1 61.2 50.9 64.7 53.1 30.4Progression Factor 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 72.2 0.2 23.5 17.9 1.8Delay (s) 133.5 51.1 88.2 71.0 32.2Level of Service F D F E CApproach Delay (s) 127.7 51.6Approach LOS F D


HCM Signalized Intersection Capacity Analysis44: Putnam Rd & Washington Blvd 10/7/2013


Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 180 577 6 42 1167 35 7 15 10 8 4 33Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00Frt 1.00 1.00 1.00 1.00 0.96 0.90Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99Satd. Flow (prot) 1598 3191 1598 3181 1593 1501Flt Permitted 0.95 1.00 0.95 1.00 0.96 0.97Satd. Flow (perm) 1598 3191 1598 3181 1542 1462Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 184 589 6 43 1191 36 7 15 10 8 4 34RTOR Reduction (vph) 0 1 0 0 3 0 0 8 0 0 28 0Lane Group Flow (vph) 184 594 0 43 1224 0 0 24 0 0 18 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 7 4 3 8 2 6Permitted Phases 2 6Actuated Green, G (s) 18.0 54.0 7.0 43.0 17.0 17.0Effective Green, g (s) 18.0 54.0 7.0 43.0 17.0 17.0Actuated g/C Ratio 0.20 0.60 0.08 0.48 0.19 0.19Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 320 1915 124 1520 291 276v/s Ratio Prot c0.12 0.19 0.03 c0.38v/s Ratio Perm c0.02 0.01v/c Ratio 0.57 0.31 0.35 0.81 0.08 0.07Uniform Delay, d1 32.5 8.8 39.3 20.0 30.1 30.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 7.3 0.4 7.5 4.7 0.6 0.5Delay (s) 39.9 9.3 46.8 24.6 30.6 30.4Level of Service D A D C C CApproach Delay (s) 16.5 25.4 30.6 30.4Approach LOS B C C C



Wash Build PM Synchro 8 ReportPage 1





Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 204 237 18 62 105 210 38 1251 79 358 1350 91Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 4.5 5.0 4.5 4.5 3.5 4.5 3.5 4.5 4.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.91 1.00 0.95 1.00Frt 1.00 0.99 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 1664 1598 1682 1430 1598 4550 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 1664 1598 1682 1430 1598 4550 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 208 242 18 63 107 214 39 1277 81 365 1378 93RTOR Reduction (vph) 0 2 0 0 0 155 0 6 0 0 0 42Lane Group Flow (vph) 208 258 0 63 107 59 39 1352 0 365 1378 51Turn Type Prot NA Prot NA Perm Prot NA Prot NA PermProtected Phases 7 4 3 8 5 2 1 6Permitted Phases 8 6Actuated Green, G (s) 14.0 39.9 7.1 33.0 33.0 3.2 35.0 20.5 52.3 52.3Effective Green, g (s) 14.0 39.9 7.1 33.0 33.0 3.2 35.0 20.5 52.3 52.3Actuated g/C Ratio 0.12 0.33 0.06 0.28 0.28 0.03 0.29 0.17 0.44 0.44Clearance Time (s) 5.0 4.5 5.0 4.5 4.5 3.5 4.5 3.5 4.5 4.5Vehicle Extension (s) 1.5 4.5 1.5 4.5 4.5 1.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 186 553 95 463 393 43 1327 273 1392 623v/s Ratio Prot c0.13 c0.16 c0.04 0.06 0.02 c0.30 c0.23 0.43v/s Ratio Perm 0.04 0.04v/c Ratio 1.12 0.47 0.66 0.23 0.15 0.91 1.02 1.34 0.99 0.08Uniform Delay, d1 53.0 31.6 55.3 33.7 32.9 58.3 42.5 49.8 33.6 19.8Progression Factor 1.00 1.00 1.11 1.18 2.41 1.08 1.11 1.00 1.00 1.00Incremental Delay, d2 101.3 2.8 12.3 1.1 0.8 55.4 20.3 174.4 21.8 0.3Delay (s) 154.3 34.5 73.7 40.8 79.9 118.5 67.5 224.1 55.4 20.1Level of Service F C E D E F E F E CApproach Delay (s) 87.7 68.0 68.9 87.2Approach LOS F E E F




Movement EBL EBR NBL NBT SBT SBRLane ConfigurationsVolume (vph) 501 676 0 1619 1153 327Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.6 4.6 4.6 4.6 4.6Lane Util. Factor 0.97 0.91 0.91 0.95 1.00Frt 0.94 0.85 1.00 1.00 0.85Flt Protected 0.97 1.00 1.00 1.00 1.00Satd. Flow (prot) 2985 1301 4591 3195 1430Flt Permitted 0.97 1.00 1.00 1.00 1.00Satd. Flow (perm) 2985 1301 4591 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 511 690 0 1652 1177 334RTOR Reduction (vph) 54 54 0 0 0 136Lane Group Flow (vph) 768 325 0 1652 1177 198Turn Type NA Perm NA NA PermProtected Phases 4 2 2Permitted Phases 4 2Actuated Green, G (s) 23.4 23.4 47.4 47.4 47.4Effective Green, g (s) 23.4 23.4 47.4 47.4 47.4Actuated g/C Ratio 0.29 0.29 0.59 0.59 0.59Clearance Time (s) 4.6 4.6 4.6 4.6 4.6Vehicle Extension (s) 6.0 6.0 6.5 6.5 6.5Lane Grp Cap (vph) 873 381 2720 1893 847v/s Ratio Prot c0.26 0.36 c0.37v/s Ratio Perm 0.25 0.14v/c Ratio 0.88 0.85 0.61 0.62 0.23Uniform Delay, d1 27.0 26.7 10.4 10.5 7.7Progression Factor 1.00 1.00 1.00 0.71 0.62Incremental Delay, d2 12.2 20.7 1.0 1.2 0.5Delay (s) 39.2 47.4 11.4 8.7 5.2Level of Service D D B A AApproach Delay (s) 41.8 11.4 7.9Approach LOS D B A




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 115 0 435 312 182 308 148 1074 0 0 1216 110Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 1.00 0.95 1.00 0.95 0.91Frt 1.00 0.85 0.94 1.00 1.00 0.99Flt Protected 0.95 1.00 0.98 0.95 1.00 1.00Satd. Flow (prot) 1598 1430 2954 1598 3195 4534Flt Permitted 0.20 1.00 0.98 0.15 1.00 1.00Satd. Flow (perm) 338 1430 2954 244 3195 4534Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 117 0 444 318 186 314 151 1096 0 0 1241 112RTOR Reduction (vph) 0 0 31 0 46 0 0 0 0 0 13 0Lane Group Flow (vph) 117 0 413 0 772 0 151 1096 0 0 1340 0Turn Type D.Pm custom Perm NA Perm NA Perm NAProtected Phases 4 2 6Permitted Phases 4 4 4 2 2Actuated Green, G (s) 29.0 29.0 29.0 43.0 43.0 43.0Effective Green, g (s) 29.0 29.0 29.0 43.0 43.0 43.0Actuated g/C Ratio 0.36 0.36 0.36 0.54 0.54 0.54Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 123 518 1071 131 1717 2437v/s Ratio Prot 0.34 0.30v/s Ratio Perm c0.35 0.29 0.26 c0.62v/c Ratio 0.95 0.80 0.72 1.15 0.64 0.55Uniform Delay, d1 24.8 22.9 22.0 18.5 13.0 12.1Progression Factor 1.00 1.00 1.00 0.76 0.76 1.00Incremental Delay, d2 68.9 12.0 4.2 114.3 1.3 0.9Delay (s) 93.7 34.9 26.2 128.3 11.2 13.0Level of Service F C C F B BApproach Delay (s) 47.2 26.2 25.4 13.0Approach LOS D C C B








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 19 583 65 52 247 3 115 5 59 15 7 11Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.0 4.0 5.0 3.5 3.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 1.00 0.96 0.95Flt Protected 0.95 1.00 0.95 1.00 0.97 0.98Satd. Flow (prot) 1598 1657 1598 1679 1557 1570Flt Permitted 0.95 1.00 0.95 1.00 0.81 0.88Satd. Flow (perm) 1598 1657 1598 1679 1308 1413Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 19 595 66 53 252 3 117 5 60 15 7 11RTOR Reduction (vph) 0 2 0 0 0 0 0 17 0 0 9 0Lane Group Flow (vph) 19 659 0 53 255 0 0 165 0 0 24 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 5 2 1 6 4 4Permitted Phases 4 4Actuated Green, G (s) 2.4 78.7 8.0 84.3 20.8 20.8Effective Green, g (s) 2.4 78.7 8.0 84.3 20.8 20.8Actuated g/C Ratio 0.02 0.66 0.07 0.70 0.17 0.17Clearance Time (s) 4.0 5.0 4.0 5.0 3.5 3.5Vehicle Extension (s) 3.0 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 32 1087 107 1179 227 245v/s Ratio Prot 0.01 c0.40 c0.03 0.15v/s Ratio Perm c0.13 0.02v/c Ratio 0.59 0.61 0.50 0.22 0.73 0.10Uniform Delay, d1 58.3 11.8 54.1 6.3 46.9 41.7Progression Factor 0.81 0.49 1.00 1.00 1.00 1.00Incremental Delay, d2 7.0 0.6 3.6 0.4 11.1 0.2Delay (s) 54.2 6.4 57.6 6.7 58.0 41.9Level of Service D A E A E DApproach Delay (s) 7.7 15.4 58.0 41.9Approach LOS A B E D
















Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 0 0 0 320 1029 335 574 837 0 0 861 121Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 0.91 1.00 0.91 0.91 0.95 1.00Frt 1.00 0.85 1.00 1.00 1.00 0.85Flt Protected 0.99 1.00 0.95 0.99 1.00 1.00Satd. Flow (prot) 4537 1430 1454 3043 3195 1430Flt Permitted 0.99 1.00 0.95 0.99 1.00 1.00Satd. Flow (perm) 4537 1430 1454 3043 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 0 0 0 327 1050 342 586 854 0 0 879 123RTOR Reduction (vph) 0 0 0 0 0 122 0 0 0 0 0 37Lane Group Flow (vph) 0 0 0 0 1377 220 469 971 0 0 879 86Turn Type Perm NA Perm Split NA NA PermProtected Phases 4 1 1 2Permitted Phases 4 4 2Actuated Green, G (s) 28.5 28.5 32.5 32.5 25.5 25.5Effective Green, g (s) 28.5 28.5 32.5 32.5 25.5 25.5Actuated g/C Ratio 0.28 0.28 0.32 0.32 0.26 0.26Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 4.0 4.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 1293 408 473 989 815 365v/s Ratio Prot c0.32 0.32 c0.28v/s Ratio Perm 0.30 0.15 0.06v/c Ratio 1.06 0.54 0.99 0.98 1.08 0.24Uniform Delay, d1 35.8 30.2 33.6 33.5 37.2 29.5Progression Factor 1.00 1.00 1.67 1.67 1.00 1.00Incremental Delay, d2 44.3 1.7 31.9 19.4 54.9 1.5Delay (s) 80.0 31.9 88.2 75.4 92.1 31.1Level of Service F C F E F CApproach Delay (s) 0.0 70.5 79.6 84.6Approach LOS A E E F









Direction, Lane # EB 1 EB 2 NB 1 NB 2 NB 3 SB 1 SB 2Volume Total 19 21 22 688 688 970 522Volume Left 19 0 22 0 0 0 0Volume Right 0 21 0 0 0 0 37cSH 198 625 459 1700 1700 1700 1700Volume to Capacity 0.10 0.03 0.05 0.40 0.40 0.57 0.31Queue Length 95th (ft) 8 3 4 0 0 0 0Control Delay (s) 25.1 11.0 13.2 0.0 0.0 0.0 0.0Lane LOS D B BApproach Delay (s) 17.7 0.2 0.0Approach LOS C












Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 75 1407 153 40 673 83 170 1039 46 258 907 59Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3175 1598 3166Flt Permitted 0.31 1.00 1.00 0.09 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 517 3195 1430 151 3195 1430 1598 3175 1598 3166Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 77 1436 156 41 687 85 173 1060 47 263 926 60RTOR Reduction (vph) 0 0 37 0 0 42 0 3 0 0 5 0Lane Group Flow (vph) 77 1436 119 41 687 43 173 1104 0 263 981 0Turn Type Perm NA Perm Perm NA Perm Prot NA Prot NAProtected Phases 2 6 3 8 7 4Permitted Phases 2 2 6 6Actuated Green, G (s) 44.5 44.5 44.5 44.5 44.5 44.5 11.0 29.0 13.5 31.0Effective Green, g (s) 44.5 44.5 44.5 44.5 44.5 44.5 11.0 29.0 13.5 31.0Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.44 0.44 0.11 0.29 0.14 0.31Clearance Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.0 5.0 3.5 5.0Vehicle Extension (s) 4.0 4.0 4.0 4.0 4.0 4.0 2.5 4.0 2.5 4.0Lane Grp Cap (vph) 230 1422 636 67 1422 636 176 921 216 981v/s Ratio Prot c0.45 0.21 0.11 c0.35 c0.16 0.31v/s Ratio Perm 0.15 0.08 0.27 0.03v/c Ratio 0.33 1.01 0.19 0.61 0.48 0.07 0.98 1.20 1.22 1.00Uniform Delay, d1 18.1 27.8 16.8 21.2 19.6 15.9 44.4 35.5 43.2 34.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 0.71 0.98 0.92 1.48Incremental Delay, d2 3.9 26.3 0.6 35.2 1.2 0.2 56.8 98.5 127.1 26.0Delay (s) 22.0 54.1 17.4 56.4 20.8 16.1 88.5 133.2 166.8 76.9Level of Service C D B E C B F F F EApproach Delay (s) 49.2 22.1 127.2 95.8Approach LOS D C F F




Movement WBL WBR NBT NBR SBL SBTLane ConfigurationsVolume (vph) 33 51 1296 35 84 1060Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 4.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00Frt 0.92 1.00 1.00 1.00Flt Protected 0.98 1.00 0.95 1.00Satd. Flow (prot) 1515 3183 1598 1682Flt Permitted 0.98 1.00 0.95 1.00Satd. Flow (perm) 1515 3183 1598 1682Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 34 52 1322 36 86 1082RTOR Reduction (vph) 49 0 1 0 0 0Lane Group Flow (vph) 37 0 1357 0 86 1082Turn Type NA NA Prot NAProtected Phases 3 2 1 6Permitted PhasesActuated Green, G (s) 6.4 72.0 9.1 85.1Effective Green, g (s) 6.4 72.0 9.1 85.1Actuated g/C Ratio 0.06 0.72 0.09 0.85Clearance Time (s) 3.5 5.0 4.0 5.0Vehicle Extension (s) 2.0 5.0 2.5 3.0Lane Grp Cap (vph) 97 2292 145 1431v/s Ratio Prot c0.02 0.43 0.05 c0.64v/s Ratio Permv/c Ratio 0.38 0.59 0.59 0.76Uniform Delay, d1 44.9 6.8 43.7 3.1Progression Factor 1.00 2.31 0.83 4.27Incremental Delay, d2 0.9 0.1 2.7 1.9Delay (s) 45.8 15.9 39.1 15.2Level of Service D B D BApproach Delay (s) 45.8 15.9 17.0Approach LOS D B B









Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 120 1137 152 164 703 141 151 1087 221 165 841 61Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 1682 1430 1598 1682 1430Flt Permitted 0.29 1.00 1.00 0.11 1.00 1.00 0.09 1.00 1.00 0.09 1.00 1.00Satd. Flow (perm) 495 3195 1430 189 3195 1430 146 1682 1430 146 1682 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 122 1160 155 167 717 144 154 1109 226 168 858 62RTOR Reduction (vph) 0 0 52 0 0 24 0 0 17 0 0 18Lane Group Flow (vph) 122 1160 103 167 717 120 154 1109 209 168 858 44Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 2 6 8 4Permitted Phases 2 2 6 6 8 8 4 4Actuated Green, G (s) 44.0 44.0 44.0 44.0 44.0 44.0 46.0 46.0 46.0 46.0 46.0 46.0Effective Green, g (s) 44.0 44.0 44.0 44.0 44.0 44.0 46.0 46.0 46.0 46.0 46.0 46.0Actuated g/C Ratio 0.44 0.44 0.44 0.44 0.44 0.44 0.46 0.46 0.46 0.46 0.46 0.46Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 218 1406 629 83 1406 629 67 774 658 67 774 658v/s Ratio Prot 0.36 0.22 0.66 0.51v/s Ratio Perm 0.25 0.07 c0.88 0.08 1.05 0.15 c1.15 0.03v/c Ratio 0.56 0.83 0.16 2.01 0.51 0.19 2.30 1.43 0.32 2.51 1.11 0.07Uniform Delay, d1 20.8 24.6 16.9 28.0 20.2 17.1 27.0 27.0 17.1 27.0 27.0 15.0Progression Factor 1.00 1.00 1.00 1.41 1.41 1.66 1.02 1.02 0.87 0.96 0.96 0.79Incremental Delay, d2 10.0 5.6 0.6 491.7 1.2 0.6 588.6 195.5 0.1 707.2 61.5 0.1Delay (s) 30.8 30.2 17.5 531.3 29.8 29.1 616.1 222.9 15.0 733.0 87.5 11.9Level of Service C C B F C C F F B F F BApproach Delay (s) 28.9 111.1 232.0 182.9Approach LOS C F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 47 1436 47 122 897 39 81 186 176 105 121 42Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99 1.00 0.93 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3180 1598 3175 1598 1559 1598 1616Flt Permitted 0.26 1.00 0.11 1.00 0.56 1.00 0.23 1.00Satd. Flow (perm) 438 3180 187 3175 948 1559 380 1616Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 48 1465 48 124 915 40 83 190 180 107 123 43RTOR Reduction (vph) 0 2 0 0 3 0 0 34 0 0 13 0Lane Group Flow (vph) 48 1511 0 124 952 0 83 336 0 107 153 0Turn Type Perm NA Perm NA Perm NA Perm NAProtected Phases 2 6 8 4Permitted Phases 2 6 8 4Actuated Green, G (s) 65.0 65.0 65.0 65.0 26.0 26.0 26.0 26.0Effective Green, g (s) 65.0 65.0 65.0 65.0 26.0 26.0 26.0 26.0Actuated g/C Ratio 0.65 0.65 0.65 0.65 0.26 0.26 0.26 0.26Clearance Time (s) 5.0 5.0 5.0 5.0 4.0 4.0 4.0 4.0Vehicle Extension (s) 3.5 3.5 3.5 3.5 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 285 2067 122 2064 246 405 99 420v/s Ratio Prot 0.47 0.30 0.22 0.09v/s Ratio Perm 0.11 c0.66 0.09 c0.28v/c Ratio 0.17 0.73 1.02 0.46 0.34 0.83 1.08 0.37Uniform Delay, d1 6.9 11.7 17.5 8.7 30.0 34.9 37.0 30.3Progression Factor 0.47 0.33 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.5 0.8 85.9 0.7 0.8 13.1 114.0 0.5Delay (s) 3.7 4.7 103.4 9.5 30.8 48.1 151.0 30.8Level of Service A A F A C D F CApproach Delay (s) 4.6 20.3 44.9 77.9Approach LOS A C D E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 160 1165 184 79 531 101 96 1289 92 109 947 86Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 1665 1598 1661Flt Permitted 0.33 1.00 1.00 0.13 1.00 1.00 0.07 1.00 0.07 1.00Satd. Flow (perm) 561 3195 1430 217 3195 1430 114 1665 114 1661Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 163 1189 188 81 542 103 98 1315 94 111 966 88RTOR Reduction (vph) 0 0 76 0 0 38 0 2 0 0 3 0Lane Group Flow (vph) 163 1189 112 81 542 65 98 1407 0 111 1051 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NAProtected Phases 6 2 4 8Permitted Phases 6 6 2 2 4 8Actuated Green, G (s) 31.0 31.0 31.0 31.0 31.0 31.0 59.0 59.0 59.0 59.0Effective Green, g (s) 31.0 31.0 31.0 31.0 31.0 31.0 59.0 59.0 59.0 59.0Actuated g/C Ratio 0.31 0.31 0.31 0.31 0.31 0.31 0.59 0.59 0.59 0.59Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 2.0 2.0 5.0 5.0 5.0 5.0 5.0 2.0 2.0Lane Grp Cap (vph) 174 990 443 67 990 443 67 982 67 980v/s Ratio Prot 0.37 0.17 0.85 0.63v/s Ratio Perm 0.29 0.08 c0.37 0.05 0.86 c0.97v/c Ratio 0.94 1.20 0.25 1.21 0.55 0.15 1.46 1.43 1.66 1.07Uniform Delay, d1 33.5 34.5 25.8 34.5 28.7 24.9 20.5 20.5 20.5 20.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.81Incremental Delay, d2 53.3 100.3 1.4 176.7 2.2 0.7 273.0 200.6 301.5 34.8Delay (s) 86.9 134.8 27.2 211.2 30.8 25.6 293.5 221.1 317.8 51.4Level of Service F F C F C C F F F DApproach Delay (s) 116.6 50.2 225.8 76.8Approach LOS F D F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 62 250 187 56 85 27 117 1365 146 33 1074 45Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.99 1.00 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1665 1430 1649 1430 1598 1682 1430 1598 1672Flt Permitted 0.91 1.00 0.58 1.00 0.07 1.00 1.00 0.07 1.00Satd. Flow (perm) 1529 1430 969 1430 117 1682 1430 117 1672Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 63 255 191 57 87 28 119 1393 149 34 1096 46RTOR Reduction (vph) 0 0 70 0 0 21 0 0 35 0 1 0Lane Group Flow (vph) 0 318 121 0 144 7 119 1393 114 34 1141 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 4 4 2 2 2Actuated Green, G (s) 23.2 23.2 23.2 23.2 57.3 57.3 57.3 57.3 57.3Effective Green, g (s) 23.2 23.2 23.2 23.2 57.3 57.3 57.3 57.3 57.3Actuated g/C Ratio 0.26 0.26 0.26 0.26 0.64 0.64 0.64 0.64 0.64Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 0.2 0.2 0.2 0.2 0.2Lane Grp Cap (vph) 394 369 250 369 74 1071 910 74 1065v/s Ratio Prot 0.83 0.68v/s Ratio Perm c0.21 0.08 0.15 0.01 c1.01 0.08 0.29v/c Ratio 0.81 0.33 0.58 0.02 1.61 1.30 0.13 0.46 1.07Uniform Delay, d1 31.3 27.1 29.1 24.9 16.4 16.4 6.5 8.4 16.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 11.5 0.5 3.2 0.0 327.4 142.2 0.3 19.2 48.7Delay (s) 42.8 27.6 32.3 24.9 343.8 158.6 6.7 27.6 65.0Level of Service D C C C F F A C EApproach Delay (s) 37.1 31.1 158.2 63.9Approach LOS D C F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 213 169 52 57 25 195 20 1228 44 157 1049 93Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95Frt 1.00 0.96 1.00 0.87 1.00 1.00 0.85 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 1622 1598 1459 1598 1682 1430 1598 3156Flt Permitted 0.41 1.00 0.41 1.00 0.20 1.00 1.00 0.04 1.00Satd. Flow (perm) 691 1622 691 1459 342 1682 1430 72 3156Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 217 172 53 58 26 199 20 1253 45 160 1070 95RTOR Reduction (vph) 0 9 0 0 80 0 0 0 11 0 5 0Lane Group Flow (vph) 217 216 0 58 145 0 20 1253 34 160 1160 0Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2 2Actuated Green, G (s) 29.0 29.0 29.0 29.0 93.0 93.0 93.0 93.0 93.0Effective Green, g (s) 29.0 29.0 29.0 29.0 93.0 93.0 93.0 93.0 93.0Actuated g/C Ratio 0.22 0.22 0.22 0.22 0.70 0.70 0.70 0.70 0.70Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 152 356 152 321 241 1185 1008 51 2224v/s Ratio Prot 0.13 0.10 0.75 0.37v/s Ratio Perm c0.31 0.08 0.06 0.02 c2.21v/c Ratio 1.43 0.61 0.38 0.45 0.08 1.06 0.03 3.14 0.52Uniform Delay, d1 51.5 46.4 43.9 44.6 6.1 19.5 5.9 19.5 9.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 226.1 7.5 7.1 4.5 0.7 42.7 0.1 1011.0 0.9Delay (s) 277.6 53.9 51.0 49.1 6.8 62.2 6.0 1030.5 10.0Level of Service F D D D A E A F AApproach Delay (s) 163.7 49.5 59.5 133.2Approach LOS F D E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 239 1248 80 60 676 250 50 924 45 315 876 223Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Util. Factor 1.00 0.91 1.00 0.91 1.00 0.95 1.00 0.95 1.00Frt 1.00 0.99 1.00 0.96 1.00 0.99 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 4550 1598 4406 1598 3173 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 4550 1598 4406 1598 3173 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 244 1273 82 61 690 255 51 943 46 321 894 228RTOR Reduction (vph) 0 5 0 0 51 0 0 3 0 0 0 121Lane Group Flow (vph) 244 1350 0 61 894 0 51 986 0 321 894 107Turn Type Prot NA Prot NA Prot NA Prot NA customProtected Phases 3 4 3 4 1 6 5 2 3Permitted Phases 3Actuated Green, G (s) 13.0 29.5 13.0 29.5 31.0 33.0 31.0 33.0 13.0Effective Green, g (s) 13.0 29.5 13.0 29.5 31.0 33.0 31.0 33.0 13.0Actuated g/C Ratio 0.10 0.23 0.10 0.23 0.24 0.25 0.24 0.25 0.10Clearance Time (s) 4.0 6.5 4.0 6.5 6.5 6.5 6.5 6.5 4.0Lane Grp Cap (vph) 160 1033 160 1000 381 805 381 811 143v/s Ratio Prot c0.15 c0.30 0.04 0.20 0.03 c0.31 c0.20 0.28 0.08v/s Ratio Permv/c Ratio 1.52 1.31 0.38 0.89 0.13 1.22 0.84 1.10 0.75Uniform Delay, d1 58.5 50.2 54.7 48.7 38.9 48.5 47.2 48.5 56.9Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 265.3 145.0 6.8 12.1 0.7 112.2 19.8 63.4 30.0Delay (s) 323.8 195.2 61.5 60.8 39.7 160.7 66.9 111.9 86.9Level of Service F F E E D F E F FApproach Delay (s) 214.9 60.9 154.7 98.0Approach LOS F E F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 42 1487 20 89 856 37 79 105 229 44 83 101Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99 1.00 1.00 0.85 1.00 0.92Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3189 1598 3175 1598 1682 1430 1598 1544Flt Permitted 0.29 1.00 0.14 1.00 0.34 1.00 1.00 0.56 1.00Satd. Flow (perm) 493 3189 229 3175 576 1682 1430 948 1544Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 43 1517 20 91 873 38 81 107 234 45 85 103RTOR Reduction (vph) 0 1 0 0 2 0 0 0 49 0 44 0Lane Group Flow (vph) 43 1536 0 91 909 0 81 107 185 45 144 0Turn Type Perm NA Perm NA Perm NA custom Perm NAProtected Phases 2 2 4 4Permitted Phases 2 2 4 2 4Actuated Green, G (s) 80.5 80.5 80.5 80.5 16.1 16.1 80.5 16.1 16.1Effective Green, g (s) 80.5 80.5 80.5 80.5 16.1 16.1 80.5 16.1 16.1Actuated g/C Ratio 0.79 0.79 0.79 0.79 0.16 0.16 0.79 0.16 0.16Clearance Time (s) 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5 2.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 391 2527 181 2516 91 267 1133 150 245v/s Ratio Prot c0.48 0.29 0.06 0.09v/s Ratio Perm 0.09 0.40 c0.14 0.13 0.05v/c Ratio 0.11 0.61 0.50 0.36 0.89 0.40 0.16 0.30 0.59Uniform Delay, d1 2.4 4.2 3.6 3.1 41.9 38.4 2.5 37.8 39.7Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 0.6 1.1 9.6 0.4 59.8 1.0 0.3 1.1 3.6Delay (s) 3.0 5.3 13.3 3.5 101.7 39.4 2.8 38.9 43.3Level of Service A A B A F D A D DApproach Delay (s) 5.3 4.4 31.1 42.4Approach LOS A A C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 80 1636 47 37 843 76 63 156 77 171 118 74Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 0.95Frt 1.00 1.00 1.00 0.99 0.96 0.97Flt Protected 0.95 1.00 0.95 1.00 0.99 0.98Satd. Flow (prot) 1598 3182 1598 3156 3038 3026Flt Permitted 0.95 1.00 0.95 1.00 0.73 0.65Satd. Flow (perm) 1598 3182 1598 3156 2252 2022Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 82 1669 48 38 860 78 64 159 79 174 120 76RTOR Reduction (vph) 0 2 0 0 5 0 0 39 0 0 25 0Lane Group Flow (vph) 82 1715 0 38 933 0 0 263 0 0 345 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 8.7 61.3 4.3 56.9 21.9 21.9Effective Green, g (s) 8.7 61.3 4.3 56.9 21.9 21.9Actuated g/C Ratio 0.09 0.61 0.04 0.57 0.22 0.22Clearance Time (s) 3.5 5.0 3.5 5.0 4.0 4.0Vehicle Extension (s) 3.0 5.0 1.5 5.0 3.0 3.0Lane Grp Cap (vph) 139 1951 69 1796 493 443v/s Ratio Prot c0.05 c0.54 0.02 0.30v/s Ratio Perm 0.12 c0.17v/c Ratio 0.59 0.88 0.55 0.52 0.53 0.87dlUniform Delay, d1 43.9 16.2 46.9 13.2 34.5 36.8Progression Factor 1.00 1.00 0.85 1.07 1.00 1.00Incremental Delay, d2 6.3 6.0 4.4 0.9 1.1 8.4Delay (s) 50.2 22.3 44.2 15.0 35.6 45.2Level of Service D C D B D DApproach Delay (s) 23.6 16.2 35.6 45.2Approach LOS C B D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 101 1779 61 45 778 91 68 83 54 113 125 70Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.98 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 0.98 1.00Satd. Flow (prot) 1598 3180 1598 3145 1645 1430 1643 1430Flt Permitted 0.95 1.00 0.95 1.00 0.74 1.00 0.76 1.00Satd. Flow (perm) 1598 3180 1598 3145 1237 1430 1276 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 103 1815 62 46 794 93 69 85 55 115 128 71RTOR Reduction (vph) 0 2 0 0 9 0 0 0 38 0 0 49Lane Group Flow (vph) 103 1875 0 46 878 0 0 154 17 0 243 22Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 14.5 52.1 4.4 42.0 31.5 31.5 31.5 31.5Effective Green, g (s) 14.5 52.1 4.4 42.0 31.5 31.5 31.5 31.5Actuated g/C Ratio 0.14 0.52 0.04 0.42 0.32 0.32 0.32 0.32Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Vehicle Extension (s) 4.0 5.0 1.5 5.0 3.0 3.0 4.0 4.0Lane Grp Cap (vph) 232 1657 70 1321 390 450 402 450v/s Ratio Prot 0.06 c0.59 c0.03 0.28v/s Ratio Perm 0.12 0.01 c0.19 0.02v/c Ratio 0.44 1.13 0.66 0.66 0.39 0.04 0.60 0.05Uniform Delay, d1 39.1 23.9 47.1 23.3 26.8 23.7 29.0 23.8Progression Factor 1.12 0.87 0.62 1.91 1.00 1.00 1.00 1.00Incremental Delay, d2 3.5 64.1 6.1 1.0 0.7 0.0 6.6 0.2Delay (s) 47.1 84.8 35.2 45.6 27.5 23.8 35.6 24.0Level of Service D F D D C C D CApproach Delay (s) 82.9 45.0 26.5 33.0Approach LOS F D C C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 219 1638 106 109 735 130 83 625 101 233 566 106Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95Frt 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3123 1598 3195 1430 1598 3120Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.30 1.00 1.00 0.33 1.00Satd. Flow (perm) 1598 3195 1430 1598 3123 508 3195 1430 552 3120Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 223 1671 108 111 750 133 85 638 103 238 578 108RTOR Reduction (vph) 0 0 40 0 14 0 0 0 59 0 15 0Lane Group Flow (vph) 223 1671 68 111 869 0 85 638 44 238 671 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 6 4 4 8Actuated Green, G (s) 15.8 35.4 35.4 7.0 26.6 43.1 43.1 43.1 43.1 43.1Effective Green, g (s) 15.8 35.4 35.4 7.0 26.6 43.1 43.1 43.1 43.1 43.1Actuated g/C Ratio 0.16 0.35 0.35 0.07 0.27 0.43 0.43 0.43 0.43 0.43Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 252 1131 506 112 831 219 1377 616 238 1345v/s Ratio Prot c0.14 c0.52 0.07 0.28 0.20 0.21v/s Ratio Perm 0.05 0.17 0.03 c0.43v/c Ratio 0.88 1.48 0.13 0.99 1.05 0.39 0.46 0.07 1.00 0.50Uniform Delay, d1 41.2 32.3 21.9 46.5 36.7 19.4 20.2 16.7 28.4 20.6Progression Factor 1.21 1.16 1.86 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 3.6 215.3 0.0 81.9 43.9 1.1 0.2 0.0 58.3 0.3Delay (s) 53.6 252.8 40.9 128.4 80.6 20.6 20.5 16.8 86.8 20.9Level of Service D F D F F C C B F CApproach Delay (s) 219.2 85.9 20.0 37.9Approach LOS F F C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 46 1905 56 24 905 90 42 52 34 121 76 32Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.99 0.96 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.98 0.95 1.00Satd. Flow (prot) 1598 3182 1598 3152 1595 1598 1607Flt Permitted 0.95 1.00 0.95 1.00 0.87 0.57 1.00Satd. Flow (perm) 1598 3182 1598 3152 1417 951 1607Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 47 1944 57 24 923 92 43 53 35 123 78 33RTOR Reduction (vph) 0 2 0 0 5 0 0 15 0 0 17 0Lane Group Flow (vph) 47 1999 0 24 1010 0 0 116 0 123 94 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 5.0 68.7 2.8 66.5 17.0 17.0 17.0Effective Green, g (s) 5.0 68.7 2.8 66.5 17.0 17.0 17.0Actuated g/C Ratio 0.05 0.68 0.03 0.66 0.17 0.17 0.17Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 80 2175 45 2086 240 161 272v/s Ratio Prot c0.03 c0.63 0.02 0.32 0.06v/s Ratio Perm 0.08 c0.13v/c Ratio 0.59 0.92 0.53 0.48 0.48 0.76 0.34Uniform Delay, d1 46.7 13.5 48.2 8.5 37.8 39.8 36.8Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 6.9 7.8 6.0 0.8 1.5 19.1 0.8Delay (s) 53.7 21.3 54.2 9.3 39.3 59.0 37.6Level of Service D C D A D E DApproach Delay (s) 22.0 10.3 39.3 48.8Approach LOS C B D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 86 1932 22 58 1070 284 8 49 112 308 42 43Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 0.95 1.00Frt 1.00 1.00 1.00 0.97 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 0.95 0.96 1.00Satd. Flow (prot) 1598 3190 1598 3095 1670 1430 1518 1539 1430Flt Permitted 0.95 1.00 0.95 1.00 0.96 1.00 0.72 0.74 1.00Satd. Flow (perm) 1598 3190 1598 3095 1615 1430 1149 1181 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 88 1971 22 59 1092 290 8 50 114 314 43 44RTOR Reduction (vph) 0 1 0 0 20 0 0 0 77 0 0 35Lane Group Flow (vph) 88 1992 0 59 1362 0 0 58 37 176 181 9Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 7.5 62.8 5.2 60.5 19.5 19.5 19.5 19.5 19.5Effective Green, g (s) 7.5 62.8 5.2 60.5 19.5 19.5 19.5 19.5 19.5Actuated g/C Ratio 0.08 0.63 0.05 0.60 0.20 0.20 0.20 0.20 0.20Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 2.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 120 2003 83 1872 315 279 224 230 279v/s Ratio Prot c0.06 c0.62 0.04 0.44v/s Ratio Perm 0.04 0.03 0.15 c0.15 0.01v/c Ratio 0.73 0.99 0.71 0.73 0.18 0.13 0.79 0.79 0.03Uniform Delay, d1 45.3 18.4 46.7 13.9 33.6 33.3 38.3 38.3 32.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 17.9 18.9 23.3 2.5 0.3 0.2 16.4 16.1 0.0Delay (s) 63.2 37.3 70.0 16.4 33.9 33.5 54.7 54.4 32.6Level of Service E D E B C C D D CApproach Delay (s) 38.4 18.6 33.6 52.1Approach LOS D B C D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 223 1862 297 225 793 135 436 904 173 267 758 140Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.97 0.95 1.00 0.97 0.95Frt 1.00 0.98 1.00 0.98 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3130 1598 3126 3100 3195 1430 3100 3121Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3130 1598 3126 3100 3195 1430 3100 3121Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 228 1900 303 230 809 138 445 922 177 272 773 143RTOR Reduction (vph) 0 10 0 0 11 0 0 0 120 0 13 0Lane Group Flow (vph) 228 2193 0 230 936 0 445 922 57 272 903 0Turn Type Prot NA Prot NA Prot NA Perm Prot NAProtected Phases 3 8 7 4 1 6 5 2Permitted Phases 6Actuated Green, G (s) 19.5 42.0 13.5 36.0 14.5 37.0 37.0 8.5 31.0Effective Green, g (s) 19.5 42.0 13.5 36.0 14.5 37.0 37.0 8.5 31.0Actuated g/C Ratio 0.16 0.35 0.11 0.30 0.12 0.31 0.31 0.07 0.26Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Vehicle Extension (s) 2.0 5.5 2.0 5.5 2.0 5.5 5.5 2.0 5.5Lane Grp Cap (vph) 260 1096 180 938 375 985 441 220 806v/s Ratio Prot 0.14 c0.70 c0.14 0.30 c0.14 0.29 0.09 c0.29v/s Ratio Perm 0.04v/c Ratio 0.88 2.00 1.28 1.00 1.19 0.94 0.13 1.24 1.12Uniform Delay, d1 49.1 39.0 53.2 42.0 52.8 40.3 29.9 55.8 44.5Progression Factor 1.00 1.00 0.91 0.90 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 25.8 453.5 148.0 22.0 107.8 16.9 0.6 139.1 70.4Delay (s) 74.9 492.5 196.5 59.7 160.5 57.2 30.5 194.8 114.9Level of Service E F F E F E C F FApproach Delay (s) 453.3 86.4 83.9 133.2Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 104 2164 91 255 1206 115 162 45 171 131 47 25Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 6.0 3.5 6.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.85 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 0.96 1.00 0.97Satd. Flow (prot) 1598 3195 1430 1598 3154 1619 1430 1602Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.66 1.00 0.51Satd. Flow (perm) 1598 3195 1430 1598 3154 1118 1430 837Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 106 2208 93 260 1231 117 165 46 174 134 48 26RTOR Reduction (vph) 0 0 17 0 5 0 0 0 130 0 4 0Lane Group Flow (vph) 106 2208 76 260 1343 0 0 211 44 0 204 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 8 4Permitted Phases 6 8 8 4Actuated Green, G (s) 11.7 55.8 55.8 20.3 64.4 30.4 30.4 30.4Effective Green, g (s) 11.7 55.8 55.8 20.3 64.4 30.4 30.4 30.4Actuated g/C Ratio 0.10 0.46 0.46 0.17 0.54 0.25 0.25 0.25Clearance Time (s) 3.5 6.0 6.0 3.5 6.0 4.0 4.0 4.0Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 156 1486 665 270 1693 283 362 212v/s Ratio Prot 0.07 c0.69 c0.16 0.43v/s Ratio Perm 0.05 0.19 0.03 c0.24v/c Ratio 0.68 1.49 0.11 0.96 0.79 0.75 0.12 0.96Uniform Delay, d1 52.3 32.1 18.1 49.5 22.4 41.2 34.5 44.2Progression Factor 1.46 0.26 0.01 0.91 1.35 1.00 1.00 1.00Incremental Delay, d2 0.8 219.0 0.0 9.3 0.4 10.2 0.2 50.3Delay (s) 77.0 227.5 0.2 54.3 30.6 51.4 34.7 94.5Level of Service E F A D C D C FApproach Delay (s) 212.1 34.4 43.9 94.5Approach LOS F C D F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 282 1810 295 223 1106 230 182 833 181 351 1143 195Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3113 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3195 1430 1598 3113 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 288 1847 301 228 1129 235 186 850 185 358 1166 199RTOR Reduction (vph) 0 0 46 0 15 0 0 0 112 0 0 88Lane Group Flow (vph) 288 1847 255 228 1349 0 186 850 73 358 1166 111Turn Type Prot NA Over Prot NA Prot NA Perm custom NA OverProtected Phases 5 2 3 1 6 3 8 7 4 5Permitted Phases 8 7Actuated Green, G (s) 12.5 45.5 9.5 10.5 43.5 9.5 31.5 31.5 12.5 34.5 12.5Effective Green, g (s) 12.5 45.5 9.5 10.5 43.5 9.5 31.5 31.5 12.5 34.5 12.5Actuated g/C Ratio 0.10 0.38 0.08 0.09 0.36 0.08 0.26 0.26 0.10 0.29 0.10Clearance Time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Vehicle Extension (s) 1.5 5.0 1.5 1.5 5.0 1.5 5.0 5.0 1.5 5.0 1.5Lane Grp Cap (vph) 166 1211 113 140 1128 127 839 375 166 919 149v/s Ratio Prot c0.18 c0.58 0.18 0.14 0.43 0.12 0.27 c0.22 c0.36 0.08v/s Ratio Perm 0.05v/c Ratio 1.73 1.53 2.26 1.63 1.20 1.46 1.01 0.19 2.16 1.27 0.75Uniform Delay, d1 53.8 37.2 55.2 54.8 38.2 55.2 44.2 34.4 53.8 42.8 52.2Progression Factor 1.19 0.99 0.60 0.71 1.59 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 333.0 236.7 567.9 285.8 89.2 246.9 34.4 0.5 540.0 129.6 16.2Delay (s) 396.8 273.4 601.3 324.4 150.0 302.1 78.6 34.9 593.7 172.3 68.4Level of Service F F F F F F E C F F EApproach Delay (s) 328.5 174.9 106.0 247.9Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 151 2102 120 207 1382 166 126 302 122 317 279 130Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95Frt 1.00 0.99 1.00 0.98 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3170 1598 3144 1598 1682 1430 1598 3043Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3170 1598 3144 1598 1682 1430 1598 3043Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 154 2145 122 211 1410 169 129 308 124 323 285 133RTOR Reduction (vph) 0 4 0 0 8 0 0 0 95 0 45 0Lane Group Flow (vph) 154 2264 0 211 1571 0 129 308 29 323 373 0Turn Type Prot NA custom NA Prot NA Prot Prot NAProtected Phases 1 6 5 2 7 4 4 3 8Permitted Phases 5Actuated Green, G (s) 8.7 50.0 11.7 53.0 12.3 25.8 25.8 14.5 28.0Effective Green, g (s) 8.7 50.0 11.7 53.0 12.3 25.8 25.8 14.5 28.0Actuated g/C Ratio 0.07 0.42 0.10 0.44 0.10 0.22 0.22 0.12 0.23Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Vehicle Extension (s) 1.5 5.5 1.5 5.5 1.5 5.0 5.0 1.5 5.0Lane Grp Cap (vph) 116 1321 156 1389 164 362 307 193 710v/s Ratio Prot 0.10 c0.71 c0.13 c0.50 0.08 c0.18 0.02 c0.20 0.12v/s Ratio Permv/c Ratio 1.33 1.71 1.35 1.13 0.79 0.85 0.09 1.67 0.53Uniform Delay, d1 55.6 35.0 54.1 33.5 52.6 45.3 37.7 52.8 40.2Progression Factor 0.71 1.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 152.9 321.4 194.7 68.6 20.1 18.6 0.3 324.7 1.3Delay (s) 192.4 374.0 248.9 102.1 72.6 63.9 38.0 377.5 41.5Level of Service F F F F E E D F DApproach Delay (s) 362.4 119.4 60.2 188.0Approach LOS F F E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 232 1488 499 215 1721 185 305 398 367 252 299 495Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3075 1598 3149 1598 3195 1430 1598 1682 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3075 1598 3149 1598 3195 1430 1598 1682 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 237 1518 509 219 1756 189 311 406 374 257 305 505RTOR Reduction (vph) 0 36 0 0 9 0 0 0 110 0 0 113Lane Group Flow (vph) 237 1991 0 219 1936 0 311 406 264 257 305 392Turn Type Prot NA Prot NA Prot NA Perm Prot NA PermProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 4 8Actuated Green, G (s) 6.5 34.0 6.5 34.0 8.5 26.0 26.0 6.5 24.0 24.0Effective Green, g (s) 6.5 34.0 6.5 34.0 8.5 26.0 26.0 6.5 24.0 24.0Actuated g/C Ratio 0.07 0.38 0.07 0.38 0.09 0.29 0.29 0.07 0.27 0.27Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Vehicle Extension (s) 0.2 5.0 0.2 5.0 1.5 4.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 115 1155 115 1183 150 918 411 115 446 379v/s Ratio Prot c0.15 c0.65 0.14 0.61 c0.19 0.13 0.16 0.18v/s Ratio Perm 0.18 c0.27v/c Ratio 2.06 1.72 1.90 1.64 2.07 0.44 0.64 2.23 0.68 1.03Uniform Delay, d1 42.0 28.2 42.0 28.2 41.0 26.3 28.2 42.0 29.8 33.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 506.1 329.3 437.6 290.4 505.2 0.6 4.2 582.7 5.0 55.2Delay (s) 548.1 357.6 479.6 318.6 546.2 26.9 32.4 624.7 34.9 88.5Level of Service F F F F F C C F C FApproach Delay (s) 377.5 334.9 176.8 202.3Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 174 1497 314 111 1536 212 385 959 70 300 583 107Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.97 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3112 1598 3137 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.34 1.00 1.00 0.16 1.00 1.00Satd. Flow (perm) 1598 3112 1598 3137 565 3195 1430 269 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 178 1528 320 113 1567 216 393 979 71 306 595 109RTOR Reduction (vph) 0 20 0 0 12 0 0 0 54 0 0 79Lane Group Flow (vph) 178 1828 0 113 1771 0 393 979 17 306 595 30Turn Type Prot NA Prot NA pm+pt NA Perm pm+pt NA PermProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 4 4 8 8Actuated Green, G (s) 7.0 32.9 8.1 33.5 27.0 22.0 22.0 33.0 25.0 25.0Effective Green, g (s) 7.0 32.9 8.1 33.5 27.0 22.0 22.0 33.0 25.0 25.0Actuated g/C Ratio 0.08 0.37 0.09 0.37 0.30 0.24 0.24 0.37 0.28 0.28Clearance Time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Vehicle Extension (s) 1.5 5.0 1.5 5.0 2.5 3.0 3.0 2.5 3.0 3.0Lane Grp Cap (vph) 124 1138 144 1168 227 781 350 217 888 397v/s Ratio Prot c0.11 c0.59 0.07 0.56 0.10 0.31 c0.13 0.19v/s Ratio Perm c0.42 0.01 0.39 0.02v/c Ratio 1.44 1.61 0.78 1.52 1.73 1.25 0.05 1.41 0.67 0.08Uniform Delay, d1 41.5 28.6 40.1 28.2 30.2 34.0 26.0 25.3 28.8 24.0Progression Factor 1.00 1.00 0.90 1.35 1.02 1.06 2.04 1.00 1.00 1.00Incremental Delay, d2 235.7 277.1 2.4 232.8 344.3 123.1 0.1 209.7 2.0 0.1Delay (s) 277.2 305.7 38.4 270.9 375.1 159.0 53.2 235.0 30.8 24.1Level of Service F F D F F F D F C CApproach Delay (s) 303.2 257.1 212.7 92.0Approach LOS F F F F








Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 152 1639 71 136 1594 104 144 304 119 111 238 111Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 0.95Frt 1.00 0.99 1.00 0.99 0.97 0.96Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99Satd. Flow (prot) 1598 3176 1598 3166 3056 3043Flt Permitted 0.95 1.00 0.95 1.00 0.65 0.60Satd. Flow (perm) 1598 3176 1598 3166 2017 1846Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 155 1672 72 139 1627 106 147 310 121 113 243 113RTOR Reduction (vph) 0 3 0 0 5 0 0 26 0 0 34 0Lane Group Flow (vph) 155 1741 0 139 1728 0 0 552 0 0 435 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 4Permitted Phases 4 4Actuated Green, G (s) 6.9 42.3 10.2 45.6 24.0 24.0Effective Green, g (s) 6.9 42.3 10.2 45.6 24.0 24.0Actuated g/C Ratio 0.08 0.47 0.11 0.51 0.27 0.27Clearance Time (s) 3.5 5.0 3.5 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 5.0 5.0Lane Grp Cap (vph) 123 1493 181 1604 538 492v/s Ratio Prot c0.10 c0.55 0.09 c0.55v/s Ratio Perm c0.27 0.24v/c Ratio 1.26 1.17 0.77 1.08 1.03 0.88Uniform Delay, d1 41.5 23.9 38.8 22.2 33.0 31.7Progression Factor 0.65 1.73 1.00 1.00 0.99 1.00Incremental Delay, d2 123.1 75.4 16.0 46.4 44.4 18.2Delay (s) 150.0 116.7 54.7 68.6 77.2 49.9Level of Service F F D E E DApproach Delay (s) 119.5 67.6 77.2 49.9Approach LOS F E E D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 168 1403 210 98 1459 233 358 603 100 197 328 119Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 5.0 5.0 4.0 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 0.97 0.95 1.00 0.95Frt 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3133 1598 3129 3100 3127 1598 3068Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1598 3133 1598 3129 3100 3127 1598 3068Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 171 1432 214 100 1489 238 365 615 102 201 335 121RTOR Reduction (vph) 0 9 0 0 10 0 0 10 0 0 28 0Lane Group Flow (vph) 171 1637 0 100 1717 0 365 707 0 201 428 0Turn Type Prot NA Prot NA Prot NA Prot NAProtected Phases 1 6 5 2 4 8 7 3Permitted PhasesActuated Green, G (s) 9.5 61.7 10.5 62.7 25.0 25.0 14.0 14.5Effective Green, g (s) 9.5 61.7 10.5 62.7 25.0 25.0 14.0 14.5Actuated g/C Ratio 0.07 0.48 0.08 0.49 0.19 0.19 0.11 0.11Clearance Time (s) 3.5 5.5 3.5 5.5 5.0 5.0 4.0 3.5Vehicle Extension (s) 1.5 5.5 1.5 5.5 5.0 5.0 1.5 1.5Lane Grp Cap (vph) 118 1496 130 1518 600 605 173 344v/s Ratio Prot c0.11 0.52 0.06 c0.55 0.12 c0.23 0.13 c0.14v/s Ratio Permv/c Ratio 1.45 1.09 0.77 1.13 0.61 1.17 1.16 1.24Uniform Delay, d1 59.8 33.7 58.2 33.2 47.6 52.1 57.6 57.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 243.0 53.5 21.4 67.9 2.6 92.4 118.7 131.6Delay (s) 302.9 87.3 79.6 101.2 50.2 144.5 176.3 188.9Level of Service F F E F D F F FApproach Delay (s) 107.6 100.0 112.7 185.1Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 50 1005 851 150 712 57 665 100 108 83 251 70Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 0.95 0.95 1.00 0.91 0.91Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 0.96 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3160 1518 1541 1430 1454 2960Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 0.96 1.00 0.52 0.94Satd. Flow (perm) 1598 3195 1430 1598 3160 1518 1541 1430 795 2780Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 51 1026 868 153 727 58 679 102 110 85 256 71RTOR Reduction (vph) 0 0 290 0 4 0 0 0 29 0 16 0Lane Group Flow (vph) 51 1026 578 153 781 0 387 394 81 76 320 0Turn Type Prot NA Perm Prot NA Split NA Perm Perm NAProtected Phases 5 2 1 6 4 4 8Permitted Phases 2 4 8Actuated Green, G (s) 7.0 51.5 51.5 21.0 65.5 33.0 33.0 33.0 16.0 16.0Effective Green, g (s) 7.0 51.5 51.5 21.0 65.5 33.0 33.0 33.0 16.0 16.0Actuated g/C Ratio 0.05 0.37 0.37 0.15 0.47 0.24 0.24 0.24 0.11 0.11Clearance Time (s) 4.0 5.5 5.5 4.0 5.5 5.0 5.0 5.0 4.0 4.0Lane Grp Cap (vph) 80 1175 526 240 1478 358 363 337 91 318v/s Ratio Prot 0.03 0.32 c0.10 0.25 0.25 c0.26v/s Ratio Perm c0.40 0.06 0.10 c0.12v/c Ratio 0.64 0.87 1.10 0.64 0.53 1.08 1.09 0.24 0.84 1.01Uniform Delay, d1 65.3 41.2 44.2 55.9 26.3 53.5 53.5 43.3 60.7 62.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.79 1.79 2.40 1.00 1.00Incremental Delay, d2 32.9 9.1 69.3 12.3 1.4 41.7 43.4 0.2 56.8 52.1Delay (s) 98.2 50.3 113.6 68.2 27.7 137.4 138.9 104.3 117.5 114.1Level of Service F D F E C F F F F FApproach Delay (s) 79.8 34.3 134.0 114.7Approach LOS E C F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 119 496 177 295 374 17 94 723 134 24 1120 181Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 6.5 6.5 5.0 6.5 6.5 6.8 6.8 6.5 6.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.98 1.00 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 3120 1598 3129Flt Permitted 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1598 3195 1430 1598 3195 1430 1598 3120 1598 3129Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 121 506 181 301 382 17 96 738 137 24 1143 185RTOR Reduction (vph) 0 0 70 0 0 14 0 11 0 0 9 0Lane Group Flow (vph) 121 506 111 301 382 3 96 864 0 24 1319 0Turn Type Prot NA Perm Prot NA Perm Split NA Split NAProtected Phases 3 8 7 4 6 6 2 2Permitted Phases 8 4Actuated Green, G (s) 15.0 23.0 23.0 15.0 23.0 23.0 31.2 31.2 46.0 46.0Effective Green, g (s) 15.0 23.0 23.0 15.0 23.0 23.0 31.2 31.2 46.0 46.0Actuated g/C Ratio 0.11 0.16 0.16 0.11 0.16 0.16 0.22 0.22 0.33 0.33Clearance Time (s) 5.0 6.5 6.5 5.0 6.5 6.5 6.8 6.8 6.5 6.5Lane Grp Cap (vph) 171 525 235 171 525 235 356 695 525 1028v/s Ratio Prot 0.08 c0.16 c0.19 0.12 0.06 c0.28 0.02 c0.42v/s Ratio Perm 0.08 0.00v/c Ratio 0.71 0.96 0.47 1.76 0.73 0.01 0.27 1.24 0.05 1.28Uniform Delay, d1 60.4 58.1 53.0 62.5 55.5 49.0 45.0 54.4 32.0 47.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.91 0.89Incremental Delay, d2 21.8 31.3 6.6 365.0 8.6 0.1 1.9 121.4 0.1 129.8Delay (s) 82.2 89.4 59.6 427.5 64.1 49.1 46.8 175.8 29.2 171.9Level of Service F F E F E D D F C FApproach Delay (s) 81.6 220.0 163.1 169.3Approach LOS F F F F















HCM Signalized Intersection Capacity Analysis44: Putnam Rd & Washington Blvd 10/7/2013

7/31/2013 Wash Build PM with Mitigations Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 101 1071 13 28 747 19 7 8 5 31 32 123Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00Frt 1.00 1.00 1.00 1.00 0.97 0.91Flt Protected 0.95 1.00 0.95 1.00 0.98 0.99Satd. Flow (prot) 1598 3190 1598 3184 1597 1519Flt Permitted 0.95 1.00 0.95 1.00 0.92 0.96Satd. Flow (perm) 1598 3190 1598 3184 1495 1465Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 103 1093 13 29 762 19 7 8 5 32 33 126RTOR Reduction (vph) 0 1 0 0 2 0 0 4 0 0 78 0Lane Group Flow (vph) 103 1105 0 29 779 0 0 16 0 0 113 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 7 4 3 8 2 6Permitted Phases 2 6Actuated Green, G (s) 15.0 48.0 6.0 39.0 24.0 24.0Effective Green, g (s) 15.0 48.0 6.0 39.0 24.0 24.0Actuated g/C Ratio 0.17 0.53 0.07 0.43 0.27 0.27Clearance Time (s) 4.0 4.0 4.0 4.0 4.0 4.0Lane Grp Cap (vph) 266 1701 107 1380 399 391v/s Ratio Prot c0.06 c0.35 0.02 0.24v/s Ratio Perm 0.01 c0.08v/c Ratio 0.39 0.65 0.27 0.56 0.04 0.29Uniform Delay, d1 33.4 15.0 39.9 19.1 24.5 26.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 4.2 1.9 6.1 1.7 0.2 1.9Delay (s) 37.6 16.9 46.1 20.8 24.7 28.1Level of Service D B D C C CApproach Delay (s) 18.7 21.7 24.7 28.1Approach LOS B C C C



7/31/2013 Wash Build AM with Mitigations Synchro 8 ReportPage 1

Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 74 535 136 307 1095 189 117 773 156 109 827 109Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 1682 1430 1598 1682 1430Flt Permitted 0.11 1.00 1.00 0.37 1.00 1.00 0.10 1.00 1.00 0.14 1.00 1.00Satd. Flow (perm) 177 3195 1430 619 3195 1430 165 1682 1430 232 1682 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 76 546 139 313 1117 193 119 789 159 111 844 111RTOR Reduction (vph) 0 0 79 0 0 92 0 0 36 0 0 10Lane Group Flow (vph) 76 546 60 313 1117 101 119 789 123 111 844 101Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 2 6 8 4Permitted Phases 2 2 6 6 8 8 4 4Actuated Green, G (s) 38.0 38.0 38.0 38.0 38.0 38.0 52.0 52.0 52.0 52.0 52.0 52.0Effective Green, g (s) 38.0 38.0 38.0 38.0 38.0 38.0 52.0 52.0 52.0 52.0 52.0 52.0Actuated g/C Ratio 0.38 0.38 0.38 0.38 0.38 0.38 0.52 0.52 0.52 0.52 0.52 0.52Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 67 1214 543 235 1214 543 86 875 744 121 875 744v/s Ratio Prot 0.17 0.35 0.47 0.50v/s Ratio Perm 0.43 0.04 c0.51 0.07 c0.72 0.09 0.48 0.07v/c Ratio 1.13 0.45 0.11 1.33 0.92 0.19 1.38 0.90 0.16 0.92 0.96 0.14Uniform Delay, d1 31.0 23.2 20.1 31.0 29.6 20.7 24.0 21.7 12.6 22.0 23.1 12.4Progression Factor 1.00 1.00 1.00 0.78 0.77 0.50 1.04 1.06 1.54 1.25 1.16 1.28Incremental Delay, d2 151.2 1.2 0.4 170.8 10.5 0.6 194.9 5.6 0.2 40.2 14.7 0.2Delay (s) 182.2 24.4 20.5 195.0 33.3 11.0 219.9 28.5 19.5 67.7 41.6 16.1Level of Service F C C F C B F C B E D BApproach Delay (s) 39.4 61.8 48.5 41.7Approach LOS D E D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 119 499 113 145 834 88 145 860 41 67 1106 100Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 1670 1598 1661Flt Permitted 0.14 1.00 1.00 0.34 1.00 1.00 0.06 1.00 0.14 1.00Satd. Flow (perm) 240 3195 1430 570 3195 1430 109 1670 240 1661Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 121 509 115 148 851 90 148 878 42 68 1129 102RTOR Reduction (vph) 0 0 70 0 0 50 0 2 0 0 3 0Lane Group Flow (vph) 121 509 45 148 851 40 148 918 0 68 1228 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NAProtected Phases 6 2 4 8Permitted Phases 6 6 2 2 4 8Actuated Green, G (s) 28.0 28.0 28.0 28.0 28.0 28.0 62.0 62.0 62.0 62.0Effective Green, g (s) 28.0 28.0 28.0 28.0 28.0 28.0 62.0 62.0 62.0 62.0Actuated g/C Ratio 0.28 0.28 0.28 0.28 0.28 0.28 0.62 0.62 0.62 0.62Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 2.0 2.0 5.0 5.0 5.0 5.0 5.0 2.0 2.0Lane Grp Cap (vph) 67 895 400 160 895 400 68 1035 149 1030v/s Ratio Prot 0.16 0.27 0.55 0.74v/s Ratio Perm c0.50 0.03 0.26 0.03 c1.36 0.28v/c Ratio 1.81 0.57 0.11 0.93 0.95 0.10 2.18 0.89 0.46 1.19Uniform Delay, d1 36.0 30.8 26.8 35.0 35.3 26.7 19.0 16.0 10.1 19.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.93Incremental Delay, d2 415.3 2.6 0.6 53.6 20.3 0.5 574.5 10.0 0.2 89.3Delay (s) 451.3 33.4 27.3 88.6 55.6 27.2 593.5 26.0 8.2 106.9Level of Service F C C F E C F C A FApproach Delay (s) 100.4 57.7 104.7 101.7Approach LOS F E F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 48 101 94 162 167 20 111 986 12 9 1243 63Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.98 1.00 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1655 1430 1641 1430 1598 1682 1430 1598 1670Flt Permitted 0.55 1.00 0.68 1.00 0.06 1.00 1.00 0.12 1.00Satd. Flow (perm) 933 1430 1140 1430 103 1682 1430 210 1670Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 49 103 96 165 170 20 113 1006 12 9 1268 64RTOR Reduction (vph) 0 0 62 0 0 15 0 0 4 0 2 0Lane Group Flow (vph) 0 152 34 0 335 5 113 1006 8 9 1330 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 4 4 2 2 2Actuated Green, G (s) 25.0 25.0 25.0 25.0 65.5 65.5 65.5 65.5 65.5Effective Green, g (s) 25.0 25.0 25.0 25.0 65.5 65.5 65.5 65.5 65.5Actuated g/C Ratio 0.25 0.25 0.25 0.25 0.66 0.66 0.66 0.66 0.66Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 0.2 0.2 0.2 0.2 0.2Lane Grp Cap (vph) 233 358 285 358 67 1102 937 138 1094v/s Ratio Prot 0.60 0.80v/s Ratio Perm 0.16 0.02 c0.29 0.00 c1.10 0.01 0.04v/c Ratio 0.65 0.09 1.18 0.01 1.69 0.91 0.01 0.07 1.22Uniform Delay, d1 33.6 28.8 37.5 28.2 17.2 14.8 6.0 6.2 17.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.39 0.57Incremental Delay, d2 6.4 0.1 109.5 0.0 364.8 12.9 0.0 0.1 98.0Delay (s) 40.0 28.9 147.0 28.2 382.1 27.7 6.0 2.5 107.9Level of Service D C F C F C A A FApproach Delay (s) 35.7 140.3 62.9 107.2Approach LOS D F E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 74 653 104 79 1828 162 38 165 46 104 180 100Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 0.95Frt 1.00 0.98 1.00 0.99 0.97 0.96Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99Satd. Flow (prot) 1598 3130 1598 3156 3083 3030Flt Permitted 0.95 1.00 0.95 1.00 0.79 0.74Satd. Flow (perm) 1598 3130 1598 3156 2451 2270Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 76 666 106 81 1865 165 39 168 47 106 184 102RTOR Reduction (vph) 0 11 0 0 6 0 0 20 0 0 37 0Lane Group Flow (vph) 76 761 0 81 2024 0 0 234 0 0 355 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 6.7 60.5 7.4 61.2 19.6 19.6Effective Green, g (s) 6.7 60.5 7.4 61.2 19.6 19.6Actuated g/C Ratio 0.07 0.60 0.07 0.61 0.20 0.20Clearance Time (s) 3.5 5.0 3.5 5.0 4.0 4.0Vehicle Extension (s) 3.0 5.0 1.5 5.0 3.0 3.0Lane Grp Cap (vph) 107 1894 118 1931 480 445v/s Ratio Prot 0.05 0.24 c0.05 c0.64v/s Ratio Perm 0.10 c0.16v/c Ratio 0.71 0.40 0.69 1.05 0.49 0.80Uniform Delay, d1 45.7 10.3 45.2 19.4 35.7 38.3Progression Factor 1.00 1.00 0.86 0.92 1.00 1.00Incremental Delay, d2 19.8 0.6 1.2 23.4 0.8 9.6Delay (s) 65.5 10.9 40.2 41.3 36.5 47.9Level of Service E B D D D DApproach Delay (s) 15.8 41.2 36.5 47.9Approach LOS B D D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 73 634 28 62 1941 113 62 84 39 90 78 110Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.99 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 0.97 1.00Satd. Flow (prot) 1598 3175 1598 3169 1647 1430 1638 1430Flt Permitted 0.95 1.00 0.95 1.00 0.70 1.00 0.64 1.00Satd. Flow (perm) 1598 3175 1598 3169 1174 1430 1077 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 74 647 29 63 1981 115 63 86 40 92 80 112RTOR Reduction (vph) 0 3 0 0 4 0 0 0 32 0 0 84Lane Group Flow (vph) 74 673 0 63 2092 0 0 149 8 0 172 28Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 6.8 75.4 7.3 75.9 25.3 25.3 25.3 25.3Effective Green, g (s) 6.8 75.4 7.3 75.9 25.3 25.3 25.3 25.3Actuated g/C Ratio 0.06 0.63 0.06 0.63 0.21 0.21 0.21 0.21Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Vehicle Extension (s) 4.0 5.0 1.5 5.0 3.0 3.0 4.0 4.0Lane Grp Cap (vph) 91 1995 97 2004 248 301 227 301v/s Ratio Prot c0.05 0.21 0.04 c0.66v/s Ratio Perm 0.13 0.01 c0.16 0.02v/c Ratio 0.81 0.34 0.65 1.04 0.60 0.03 0.76 0.09Uniform Delay, d1 56.0 10.5 55.1 22.0 42.8 37.6 44.5 38.1Progression Factor 1.00 1.00 0.77 1.20 1.00 1.00 1.00 1.00Incremental Delay, d2 52.9 0.5 1.0 21.6 4.1 0.0 20.8 0.6Delay (s) 108.8 11.0 43.3 47.9 46.8 37.6 65.3 38.7Level of Service F B D D D D E DApproach Delay (s) 20.6 47.8 44.9 54.8Approach LOS C D D D




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 105 518 93 142 1846 170 76 681 54 103 619 186Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95Frt 1.00 1.00 0.85 1.00 0.99 1.00 1.00 0.85 1.00 0.97Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3155 1598 3195 1430 1598 3085Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.13 1.00 1.00 0.20 1.00Satd. Flow (perm) 1598 3195 1430 1598 3155 215 3195 1430 339 3085Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 107 529 95 145 1884 173 78 695 55 105 632 190RTOR Reduction (vph) 0 0 51 0 6 0 0 0 39 0 23 0Lane Group Flow (vph) 107 529 44 145 2051 0 78 695 16 105 799 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 6 4 4 8Actuated Green, G (s) 6.0 55.7 55.7 14.3 64.0 35.5 35.5 35.5 35.5 35.5Effective Green, g (s) 6.0 55.7 55.7 14.3 64.0 35.5 35.5 35.5 35.5 35.5Actuated g/C Ratio 0.05 0.46 0.46 0.12 0.53 0.30 0.30 0.30 0.30 0.30Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 80 1483 664 190 1683 64 945 423 100 913v/s Ratio Prot c0.07 0.17 0.09 c0.65 0.22 0.26v/s Ratio Perm 0.03 c0.36 0.01 0.31v/c Ratio 1.34 0.36 0.07 0.76 1.22 1.22 0.74 0.04 1.05 0.87Uniform Delay, d1 57.0 20.6 17.8 51.2 28.0 42.2 38.0 30.1 42.2 40.1Progression Factor 1.05 0.74 0.36 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 212.2 0.6 0.2 15.0 104.1 182.8 3.0 0.0 104.2 9.4Delay (s) 271.7 15.8 6.6 66.2 132.1 225.1 41.0 30.1 146.4 49.5Level of Service F B A E F F D C F DApproach Delay (s) 52.1 127.8 57.6 60.5Approach LOS D F E E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 22 658 34 33 1951 81 110 197 27 117 114 74Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.99 1.00 0.99 1.00 0.98 1.00 0.94Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3172 1598 3176 1598 1651 1598 1582Flt Permitted 0.95 1.00 0.95 1.00 0.44 1.00 0.36 1.00Satd. Flow (perm) 1598 3172 1598 3176 736 1651 604 1582Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 22 671 35 34 1991 83 112 201 28 119 116 76RTOR Reduction (vph) 0 3 0 0 2 0 0 5 0 0 22 0Lane Group Flow (vph) 22 703 0 34 2072 0 112 224 0 119 170 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 4 8Actuated Green, G (s) 1.7 71.6 4.1 74.0 22.3 22.3 22.3 22.3Effective Green, g (s) 1.7 71.6 4.1 74.0 22.3 22.3 22.3 22.3Actuated g/C Ratio 0.02 0.65 0.04 0.67 0.20 0.20 0.20 0.20Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 1.5 5.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 25 2065 60 2137 149 335 122 321v/s Ratio Prot 0.01 0.22 c0.02 c0.65 0.14 0.11v/s Ratio Perm 0.15 c0.20v/c Ratio 0.88 0.34 0.57 0.97 0.75 0.67 0.98 0.53Uniform Delay, d1 54.0 8.6 52.1 16.9 41.2 40.4 43.6 39.2Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 124.9 0.4 7.1 13.5 19.1 5.0 73.2 1.6Delay (s) 179.0 9.1 59.2 30.4 60.3 45.5 116.8 40.7Level of Service F A E C E D F DApproach Delay (s) 14.2 30.9 50.3 69.8Approach LOS B C D E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 41 743 13 86 2285 256 19 90 103 226 72 58Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 0.95 1.00Frt 1.00 1.00 1.00 0.98 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 0.95 0.97 1.00Satd. Flow (prot) 1598 3187 1598 3147 1668 1430 1518 1556 1430Flt Permitted 0.95 1.00 0.95 1.00 0.94 1.00 0.59 0.69 1.00Satd. Flow (perm) 1598 3187 1598 3147 1575 1430 941 1101 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 42 758 13 88 2332 261 19 92 105 231 73 59RTOR Reduction (vph) 0 1 0 0 7 0 0 0 86 0 0 49Lane Group Flow (vph) 42 770 0 88 2586 0 0 111 19 146 158 10Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 3.8 75.4 10.9 82.5 21.2 21.2 21.2 21.2 21.2Effective Green, g (s) 3.8 75.4 10.9 82.5 21.2 21.2 21.2 21.2 21.2Actuated g/C Ratio 0.03 0.63 0.09 0.69 0.18 0.18 0.18 0.18 0.18Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 2.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 51 2002 145 2164 278 253 166 195 253v/s Ratio Prot c0.03 0.24 0.06 c0.82v/s Ratio Perm 0.07 0.01 c0.16 0.14 0.01v/c Ratio 0.82 0.38 0.61 1.20 0.40 0.07 0.88 0.81 0.04Uniform Delay, d1 57.8 10.9 52.5 18.8 43.8 41.2 48.2 47.5 41.0Progression Factor 1.00 1.00 0.93 0.91 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 62.4 0.6 0.6 88.3 0.9 0.1 37.2 21.8 0.1Delay (s) 120.1 11.5 49.4 105.4 44.7 41.3 85.3 69.3 41.0Level of Service F B D F D D F E DApproach Delay (s) 17.1 103.6 43.1 71.2Approach LOS B F D E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 90 735 233 171 1620 78 791 702 139 103 669 296Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.97 0.95 1.00 0.97 0.95Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3080 1598 3173 3100 3195 1430 3100 3048Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3080 1598 3173 3100 3195 1430 3100 3048Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 92 750 238 174 1653 80 807 716 142 105 683 302RTOR Reduction (vph) 0 25 0 0 3 0 0 0 90 0 42 0Lane Group Flow (vph) 92 963 0 174 1730 0 807 716 52 105 943 0Turn Type Prot NA Prot NA Prot NA Perm Prot NAProtected Phases 3 8 7 4 1 6 5 2Permitted Phases 6Actuated Green, G (s) 5.5 36.2 13.3 44.0 18.5 43.7 43.7 7.8 33.0Effective Green, g (s) 5.5 36.2 13.3 44.0 18.5 43.7 43.7 7.8 33.0Actuated g/C Ratio 0.05 0.30 0.11 0.37 0.15 0.36 0.36 0.06 0.28Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Vehicle Extension (s) 2.0 5.5 2.0 5.5 2.0 5.5 5.5 2.0 5.5Lane Grp Cap (vph) 73 929 177 1163 478 1164 521 202 838v/s Ratio Prot c0.06 0.31 0.11 c0.55 c0.26 0.22 0.03 c0.31v/s Ratio Perm 0.04v/c Ratio 1.26 1.04 0.98 1.49 1.69 0.62 0.10 0.52 1.13Uniform Delay, d1 57.2 41.9 53.2 38.0 50.8 31.3 25.2 54.3 43.5Progression Factor 0.85 1.07 0.91 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 185.5 38.0 32.1 220.7 318.7 2.4 0.4 0.9 71.6Delay (s) 234.0 83.0 80.7 258.7 369.5 33.7 25.5 55.2 115.1Level of Service F F F F F C C E FApproach Delay (s) 95.8 242.4 195.7 109.3Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 18 1012 27 102 2071 75 76 6 31 155 12 17Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 6.0 3.5 6.0 4.0 6.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.85 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 0.96 1.00 0.96Satd. Flow (prot) 1598 3195 1430 1598 3179 1607 1430 1594Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.74 1.00 0.68Satd. Flow (perm) 1598 3195 1430 1598 3179 1243 1430 1130Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 18 1033 28 104 2113 77 78 6 32 158 12 17RTOR Reduction (vph) 0 0 9 0 2 0 0 0 10 0 3 0Lane Group Flow (vph) 18 1033 19 104 2188 0 0 84 22 0 184 0Turn Type Prot NA Perm Prot NA Perm NA custom Perm NAProtected Phases 1 6 5 2 8 4Permitted Phases 6 8 2 4Actuated Green, G (s) 2.0 71.4 71.4 11.3 80.7 23.8 80.7 23.8Effective Green, g (s) 2.0 71.4 71.4 11.3 80.7 23.8 80.7 23.8Actuated g/C Ratio 0.02 0.60 0.60 0.09 0.67 0.20 0.67 0.20Clearance Time (s) 3.5 6.0 6.0 3.5 6.0 4.0 6.0 4.0Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 5.0 3.0Lane Grp Cap (vph) 27 1901 851 150 2138 247 962 224v/s Ratio Prot 0.01 0.32 c0.07 c0.69v/s Ratio Perm 0.01 0.07 0.02 c0.16v/c Ratio 0.67 0.54 0.02 0.69 1.02 0.34 0.02 0.82Uniform Delay, d1 58.7 14.5 10.0 52.7 19.6 41.3 6.5 46.1Progression Factor 1.24 0.21 0.01 0.73 1.82 1.00 1.00 1.00Incremental Delay, d2 24.4 0.7 0.0 1.0 13.2 0.8 0.0 20.8Delay (s) 97.4 3.7 0.1 39.7 48.9 42.2 6.6 66.9Level of Service F A A D D D A EApproach Delay (s) 5.2 48.5 32.4 66.9Approach LOS A D C E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 92 832 201 295 1893 52 344 944 245 260 977 175Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 1.00 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3183 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3195 1430 1598 3183 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 94 849 205 301 1932 53 351 963 250 265 997 179RTOR Reduction (vph) 0 0 69 0 2 0 0 0 133 0 0 92Lane Group Flow (vph) 94 849 136 301 1983 0 351 963 117 265 997 87Turn Type Prot NA Over Prot NA Prot NA Perm custom NA OverProtected Phases 5 2 3 1 6 3 8 7 4 5Permitted Phases 8 7Actuated Green, G (s) 5.5 33.9 13.5 21.1 49.5 13.5 33.5 33.5 11.5 31.5 5.5Effective Green, g (s) 5.5 33.9 13.5 21.1 49.5 13.5 33.5 33.5 11.5 31.5 5.5Actuated g/C Ratio 0.05 0.28 0.11 0.18 0.41 0.11 0.28 0.28 0.10 0.26 0.05Clearance Time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Vehicle Extension (s) 1.5 5.0 1.5 1.5 5.0 1.5 5.0 5.0 1.5 5.0 1.5Lane Grp Cap (vph) 73 903 161 281 1313 180 892 399 153 839 66v/s Ratio Prot 0.06 0.27 0.09 c0.19 c0.62 c0.22 0.30 0.17 c0.31 0.06v/s Ratio Perm 0.08v/c Ratio 1.29 0.94 0.84 1.07 1.51 1.95 1.08 0.29 1.73 1.19 1.32Uniform Delay, d1 57.2 42.1 52.2 49.5 35.2 53.2 43.2 33.9 54.2 44.2 57.2Progression Factor 1.17 0.68 0.54 0.81 1.53 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 192.6 16.5 26.5 39.1 230.1 447.1 54.0 0.9 355.2 96.6 219.8Delay (s) 259.8 45.1 54.8 79.4 284.0 500.4 97.2 34.8 409.5 140.9 277.1Level of Service F D D E F F F C F F FApproach Delay (s) 64.4 257.0 177.7 207.2Approach LOS E F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 181 1167 48 120 1888 97 122 476 100 383 513 237Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95Frt 1.00 0.99 1.00 0.99 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3177 1598 3172 1598 1682 1430 1598 3044Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3177 1598 3172 1598 1682 1430 1598 3044Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 185 1191 49 122 1927 99 124 486 102 391 523 242RTOR Reduction (vph) 0 2 0 0 3 0 0 0 69 0 44 0Lane Group Flow (vph) 185 1238 0 122 2023 0 124 486 33 391 721 0Turn Type Prot NA custom NA Prot NA Prot Prot NAProtected Phases 1 6 5 2 7 4 4 3 8Permitted Phases 5Actuated Green, G (s) 8.5 47.0 9.5 48.0 11.4 29.0 29.0 16.5 34.1Effective Green, g (s) 8.5 47.0 9.5 48.0 11.4 29.0 29.0 16.5 34.1Actuated g/C Ratio 0.07 0.39 0.08 0.40 0.10 0.24 0.24 0.14 0.28Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Vehicle Extension (s) 1.5 5.5 1.5 5.5 1.5 5.0 5.0 1.5 5.0Lane Grp Cap (vph) 113 1244 127 1269 152 406 346 220 865v/s Ratio Prot c0.12 0.39 0.08 c0.64 0.08 c0.29 0.02 c0.24 0.24v/s Ratio Permv/c Ratio 1.64 0.99 0.96 1.59 0.82 1.20 0.10 1.78 0.83Uniform Delay, d1 55.8 36.4 55.1 36.0 53.3 45.5 35.3 51.8 40.3Progression Factor 0.71 1.27 0.98 0.90 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 298.3 12.7 15.4 267.7 26.2 110.3 0.3 367.6 7.7Delay (s) 338.0 58.8 69.1 300.1 79.5 155.8 35.6 419.3 48.0Level of Service F E E F E F D F DApproach Delay (s) 95.0 287.0 125.3 173.6Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 109 1051 414 149 1938 136 293 253 451 538 299 626Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3060 1598 3164 1598 3195 1430 1598 1682 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3060 1598 3164 1598 3195 1430 1598 1682 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 111 1072 422 152 1978 139 299 258 460 549 305 639RTOR Reduction (vph) 0 35 0 0 4 0 0 0 86 0 0 68Lane Group Flow (vph) 111 1459 0 152 2113 0 299 258 374 549 305 571Turn Type Prot NA Prot NA Prot NA Perm Prot NA PermProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 4 8Actuated Green, G (s) 5.5 49.5 7.5 51.5 12.5 24.0 24.0 21.5 33.0 33.0Effective Green, g (s) 5.5 49.5 7.5 51.5 12.5 24.0 24.0 21.5 33.0 33.0Actuated g/C Ratio 0.05 0.41 0.06 0.43 0.10 0.20 0.20 0.18 0.28 0.28Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Vehicle Extension (s) 0.2 5.0 0.2 5.0 1.5 4.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 73 1262 100 1358 166 639 286 286 463 393v/s Ratio Prot 0.07 0.48 c0.10 c0.67 0.19 0.08 c0.34 0.18v/s Ratio Perm 0.26 c0.40v/c Ratio 1.52 1.16 1.52 1.56 1.80 0.40 1.31 1.92 0.66 1.45Uniform Delay, d1 57.2 35.2 56.2 34.2 53.8 41.8 48.0 49.2 38.5 43.5Progression Factor 1.10 0.57 0.93 1.17 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 240.6 71.3 238.6 250.5 383.5 0.7 160.8 426.6 4.1 217.4Delay (s) 303.4 91.3 291.0 290.7 437.2 42.5 208.8 475.8 42.6 260.9Level of Service F F F F F D F F D FApproach Delay (s) 105.9 290.7 233.8 295.3Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 142 1324 385 97 1552 187 263 568 37 258 730 281Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.97 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3087 1598 3144 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.17 1.00 1.00 0.17 1.00 1.00Satd. Flow (perm) 1598 3087 1598 3144 292 3195 1430 280 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 145 1351 393 99 1584 191 268 580 38 263 745 287RTOR Reduction (vph) 0 23 0 0 8 0 0 0 31 0 0 93Lane Group Flow (vph) 145 1721 0 99 1767 0 268 580 7 263 745 194Turn Type Prot NA Prot NA pm+pt NA Perm pm+pt NA PermProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 4 4 8 8Actuated Green, G (s) 8.0 58.5 6.5 56.5 35.0 23.0 23.0 37.0 24.0 24.0Effective Green, g (s) 8.0 58.5 6.5 56.5 35.0 23.0 23.0 37.0 24.0 24.0Actuated g/C Ratio 0.07 0.49 0.05 0.47 0.29 0.19 0.19 0.31 0.20 0.20Clearance Time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Vehicle Extension (s) 1.5 5.0 1.5 5.0 2.5 3.0 3.0 2.5 3.0 3.0Lane Grp Cap (vph) 107 1505 87 1480 216 612 274 229 639 286v/s Ratio Prot c0.09 0.56 0.06 c0.56 0.12 0.18 c0.12 0.23v/s Ratio Perm c0.24 0.01 0.23 0.14v/c Ratio 1.36 1.14 1.14 1.19 1.24 0.95 0.03 1.15 1.17 0.68Uniform Delay, d1 56.0 30.8 56.8 31.8 38.0 47.9 39.4 35.8 48.0 44.4Progression Factor 0.85 1.23 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 165.4 65.6 138.5 94.2 141.3 23.9 0.0 105.4 90.9 6.3Delay (s) 212.8 103.5 195.3 126.0 179.3 71.8 39.4 141.2 138.9 50.7Level of Service F F F F F E D F F DApproach Delay (s) 111.9 129.6 102.9 119.8Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 127 1450 43 123 1612 91 62 181 140 113 401 211Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 0.95Frt 1.00 1.00 1.00 0.99 0.95 0.96Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99Satd. Flow (prot) 1598 3182 1598 3170 2996 3032Flt Permitted 0.95 1.00 0.95 1.00 0.59 0.73Satd. Flow (perm) 1598 3182 1598 3170 1784 2231Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 130 1480 44 126 1645 93 63 185 143 115 409 215RTOR Reduction (vph) 0 2 0 0 4 0 0 74 0 0 41 0Lane Group Flow (vph) 130 1522 0 126 1734 0 0 317 0 0 698 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 4Permitted Phases 4 4Actuated Green, G (s) 9.8 56.5 10.0 56.7 30.0 30.0Effective Green, g (s) 9.8 56.5 10.0 56.7 30.0 30.0Actuated g/C Ratio 0.09 0.51 0.09 0.52 0.27 0.27Clearance Time (s) 3.5 5.0 3.5 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 5.0 5.0Lane Grp Cap (vph) 142 1634 145 1634 487 608v/s Ratio Prot c0.08 0.48 0.08 c0.55v/s Ratio Perm 0.18 c0.31v/c Ratio 0.92 0.93 0.87 1.06 0.65 1.15Uniform Delay, d1 49.7 24.9 49.4 26.6 35.4 40.0Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 49.8 11.0 37.6 40.5 4.2 84.8Delay (s) 99.5 36.0 87.0 67.2 39.5 124.8Level of Service F D F E D FApproach Delay (s) 41.0 68.5 39.5 124.8Approach LOS D E D F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 87 1239 343 83 1500 136 238 310 81 203 577 198Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 5.0 5.0 4.0 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 0.97 0.95 1.00 0.95Frt 1.00 0.97 1.00 0.99 1.00 0.97 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3092 1598 3156 3100 3096 1598 3073Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1598 3092 1598 3156 3100 3096 1598 3073Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 89 1264 350 85 1531 139 243 316 83 207 589 202RTOR Reduction (vph) 0 19 0 0 5 0 0 19 0 0 26 0Lane Group Flow (vph) 89 1595 0 85 1665 0 243 380 0 207 765 0Turn Type Prot NA Prot NA Prot NA Prot NAProtected Phases 1 6 5 2 4 8 7 3Permitted PhasesActuated Green, G (s) 10.6 57.5 10.1 57.0 19.6 24.6 19.0 24.5Effective Green, g (s) 10.6 57.5 10.1 57.0 19.6 24.6 19.0 24.5Actuated g/C Ratio 0.08 0.45 0.08 0.44 0.15 0.19 0.15 0.19Clearance Time (s) 3.5 5.5 3.5 5.5 5.0 5.0 4.0 3.5Vehicle Extension (s) 1.5 5.5 1.5 5.5 5.0 5.0 1.5 1.5Lane Grp Cap (vph) 131 1376 125 1392 470 589 235 583v/s Ratio Prot c0.06 0.52 0.05 c0.53 0.08 c0.12 0.13 c0.25v/s Ratio Permv/c Ratio 0.68 1.16 0.68 1.20 0.52 0.65 0.88 1.31Uniform Delay, d1 57.6 35.8 58.0 36.1 50.4 48.3 54.0 52.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 10.5 80.2 11.5 95.5 1.9 3.3 28.9 152.5Delay (s) 68.1 116.0 69.4 131.6 52.4 51.6 82.9 204.8Level of Service E F E F D D F FApproach Delay (s) 113.5 128.6 51.9 179.5Approach LOS F F D F





Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 WB 3 NB 1 SB 1Volume Total 184 393 202 43 794 433 15 46Volume Left 184 0 0 43 0 0 0 8Volume Right 0 0 6 0 0 36 15 34cSH 522 1700 1700 1030 1700 1700 899 264Volume to Capacity 0.35 0.23 0.12 0.04 0.47 0.25 0.02 0.17Queue Length 95th (ft) 39 0 0 3 0 0 1 15Control Delay (s) 15.6 0.0 0.0 8.6 0.0 0.0 9.1 21.5Lane LOS C A A CApproach Delay (s) 3.7 0.3 9.1 21.5Approach LOS A C




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 120 1137 152 164 703 141 151 1087 221 165 841 61Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 1682 1430 1598 1682 1430Flt Permitted 0.31 1.00 1.00 0.16 1.00 1.00 0.16 1.00 1.00 0.16 1.00 1.00Satd. Flow (perm) 528 3195 1430 269 3195 1430 269 1682 1430 269 1682 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 122 1160 155 167 717 144 154 1109 226 168 858 62RTOR Reduction (vph) 0 0 41 0 0 18 0 0 15 0 0 30Lane Group Flow (vph) 122 1160 114 167 717 127 154 1109 211 168 858 32Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NA PermProtected Phases 2 6 8 4Permitted Phases 2 2 6 6 8 8 4 4Actuated Green, G (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0Effective Green, g (s) 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0Actuated g/C Ratio 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.42Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 220 1331 596 112 1331 596 112 701 596 112 701 596v/s Ratio Prot 0.36 0.22 c0.66 0.51v/s Ratio Perm 0.23 0.08 c0.62 0.09 0.57 0.15 0.62 0.02v/c Ratio 0.55 0.87 0.19 1.49 0.54 0.21 1.38 1.58 0.35 1.50 1.22 0.05Uniform Delay, d1 13.3 16.0 11.1 17.5 13.2 11.2 17.5 17.5 12.0 17.5 17.5 10.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 9.7 8.1 0.7 262.1 1.6 0.8 215.0 268.7 1.7 265.8 113.3 0.2Delay (s) 23.0 24.1 11.8 279.6 14.7 12.0 232.5 286.2 13.6 283.3 130.8 10.6Level of Service C C B F B B F F B F F BApproach Delay (s) 22.7 57.4 239.3 147.5Approach LOS C E F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 160 1165 184 79 531 101 96 1289 92 109 947 86Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 1.00 0.85 1.00 0.99 1.00 0.99Flt Protected 0.95 1.00 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3195 1430 1598 1665 1598 1661Flt Permitted 0.33 1.00 1.00 0.13 1.00 1.00 0.07 1.00 0.07 1.00Satd. Flow (perm) 561 3195 1430 217 3195 1430 114 1665 114 1661Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 163 1189 188 81 542 103 98 1315 94 111 966 88RTOR Reduction (vph) 0 0 76 0 0 38 0 2 0 0 3 0Lane Group Flow (vph) 163 1189 112 81 542 65 98 1407 0 111 1051 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm NAProtected Phases 6 2 4 8Permitted Phases 6 6 2 2 4 8Actuated Green, G (s) 31.0 31.0 31.0 31.0 31.0 31.0 59.0 59.0 59.0 59.0Effective Green, g (s) 31.0 31.0 31.0 31.0 31.0 31.0 59.0 59.0 59.0 59.0Actuated g/C Ratio 0.31 0.31 0.31 0.31 0.31 0.31 0.59 0.59 0.59 0.59Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Vehicle Extension (s) 2.0 2.0 2.0 5.0 5.0 5.0 5.0 5.0 2.0 2.0Lane Grp Cap (vph) 174 990 443 67 990 443 67 982 67 980v/s Ratio Prot 0.37 0.17 0.85 0.63v/s Ratio Perm 0.29 0.08 c0.37 0.05 0.86 c0.97v/c Ratio 0.94 1.20 0.25 1.21 0.55 0.15 1.46 1.43 1.66 1.07Uniform Delay, d1 33.5 34.5 25.8 34.5 28.7 24.9 20.5 20.5 20.5 20.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.79 0.81Incremental Delay, d2 53.3 100.3 1.4 176.7 2.2 0.7 273.0 200.6 301.5 34.8Delay (s) 86.9 134.8 27.2 211.2 30.8 25.6 293.5 221.1 317.8 51.4Level of Service F F C F C C F F F DApproach Delay (s) 116.6 50.2 225.8 76.8Approach LOS F D F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 62 250 187 56 85 27 117 1365 146 33 1074 45Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Frt 1.00 0.85 1.00 0.85 1.00 1.00 0.85 1.00 0.99Flt Protected 0.99 1.00 0.98 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1665 1430 1649 1430 1598 1682 1430 1598 1672Flt Permitted 0.83 1.00 0.37 1.00 0.10 1.00 1.00 0.05 1.00Satd. Flow (perm) 1404 1430 620 1430 161 1682 1430 79 1672Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 63 255 191 57 87 28 119 1393 149 34 1096 46RTOR Reduction (vph) 0 0 114 0 0 22 0 0 29 0 1 0Lane Group Flow (vph) 0 318 77 0 144 6 119 1393 120 34 1141 0Turn Type Perm NA Perm Perm NA Perm Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 4 4 2 2 2Actuated Green, G (s) 25.0 25.0 25.0 25.0 85.5 85.5 85.5 85.5 85.5Effective Green, g (s) 25.0 25.0 25.0 25.0 85.5 85.5 85.5 85.5 85.5Actuated g/C Ratio 0.21 0.21 0.21 0.21 0.71 0.71 0.71 0.71 0.71Clearance Time (s) 4.0 4.0 4.0 4.0 5.5 5.5 5.5 5.5 5.5Vehicle Extension (s) 3.0 3.0 3.0 3.0 0.2 0.2 0.2 0.2 0.2Lane Grp Cap (vph) 293 298 129 298 115 1198 1019 56 1191v/s Ratio Prot c0.83 0.68v/s Ratio Perm 0.23 0.05 c0.23 0.00 0.74 0.08 0.43v/c Ratio 1.09 0.26 1.12 0.02 1.03 1.16 0.12 0.61 0.96Uniform Delay, d1 47.5 39.7 47.5 37.8 17.2 17.2 5.4 8.7 15.6Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 77.2 0.5 113.9 0.0 93.6 82.7 0.2 40.4 17.8Delay (s) 124.7 40.2 161.4 37.8 110.8 100.0 5.7 49.2 33.4Level of Service F D F D F F A D CApproach Delay (s) 93.0 141.3 92.3 33.8Approach LOS F F F C

Intersection SummaryHCM Average Control Delay 75.3 HCM Level of Service EHCM Volume to Capacity ratio 1.15Actuated Cycle Length (s) 120.0 Sum of lost time (s) 9.5Intersection Capacity Utilization 135.3% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 213 169 52 57 25 195 20 1228 44 157 1049 93Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95Frt 1.00 0.96 1.00 0.87 1.00 1.00 0.85 1.00 0.99Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 1622 1598 1459 1598 1682 1430 1598 3156Flt Permitted 0.48 1.00 0.48 1.00 0.20 1.00 1.00 0.07 1.00Satd. Flow (perm) 799 1622 799 1459 332 1682 1430 114 3156Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 217 172 53 58 26 199 20 1253 45 160 1070 95RTOR Reduction (vph) 0 12 0 0 66 0 0 0 16 0 7 0Lane Group Flow (vph) 217 213 0 58 159 0 20 1253 30 160 1158 0Turn Type Perm NA Perm NA Perm NA Perm Perm NAProtected Phases 4 4 2 2Permitted Phases 4 4 2 2 2Actuated Green, G (s) 21.0 21.0 21.0 21.0 59.0 59.0 59.0 59.0 59.0Effective Green, g (s) 21.0 21.0 21.0 21.0 59.0 59.0 59.0 59.0 59.0Actuated g/C Ratio 0.23 0.23 0.23 0.23 0.66 0.66 0.66 0.66 0.66Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0Lane Grp Cap (vph) 186 378 186 340 218 1103 937 75 2069v/s Ratio Prot 0.13 0.11 0.75 0.37v/s Ratio Perm c0.27 0.07 0.06 0.02 c1.40v/c Ratio 1.17 0.56 0.31 0.47 0.09 1.14 0.03 2.13 0.56Uniform Delay, d1 34.5 30.4 28.5 29.7 5.7 15.5 5.5 15.5 8.4Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 118.0 5.9 4.3 4.6 0.8 72.7 0.1 551.8 1.1Delay (s) 152.5 36.4 32.9 34.3 6.5 88.2 5.5 567.3 9.5Level of Service F D C C A F A F AApproach Delay (s) 93.4 34.0 84.1 76.9Approach LOS F C F E

Intersection SummaryHCM Average Control Delay 78.3 HCM Level of Service EHCM Volume to Capacity ratio 1.88Actuated Cycle Length (s) 90.0 Sum of lost time (s) 10.0Intersection Capacity Utilization 117.8% ICU Level of Service HAnalysis Period (min) 15c Critical Lane Group



Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 101 1779 61 45 778 91 68 83 54 113 125 70Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 1.00 1.00 0.98 1.00 0.85 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.98 1.00 0.98 1.00Satd. Flow (prot) 1598 3180 1598 3145 1645 1430 1643 1430Flt Permitted 0.95 1.00 0.95 1.00 0.57 1.00 0.65 1.00Satd. Flow (perm) 1598 3180 1598 3145 963 1430 1090 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 103 1815 62 46 794 93 69 85 55 115 128 71RTOR Reduction (vph) 0 2 0 0 7 0 0 0 42 0 0 54Lane Group Flow (vph) 103 1875 0 46 880 0 0 154 13 0 243 17Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 15.1 75.5 4.0 64.4 28.5 28.5 28.5 28.5Effective Green, g (s) 15.1 75.5 4.0 64.4 28.5 28.5 28.5 28.5Actuated g/C Ratio 0.13 0.63 0.03 0.54 0.24 0.24 0.24 0.24Clearance Time (s) 3.5 5.0 3.5 5.0 3.5 3.5 3.5 3.5Vehicle Extension (s) 4.0 5.0 1.5 5.0 3.0 3.0 4.0 4.0Lane Grp Cap (vph) 201 2001 53 1688 229 340 259 340v/s Ratio Prot 0.06 c0.59 c0.03 0.28v/s Ratio Perm 0.16 0.01 c0.22 0.01v/c Ratio 0.51 0.94 0.87 0.52 0.67 0.04 0.94 0.05Uniform Delay, d1 49.0 20.1 57.7 17.9 41.5 35.2 44.9 35.3Progression Factor 1.00 1.00 0.72 2.05 1.00 1.00 1.00 1.00Incremental Delay, d2 9.0 9.9 55.9 0.8 7.6 0.0 42.0 0.3Delay (s) 58.0 30.0 97.6 37.4 49.1 35.3 86.9 35.6Level of Service E C F D D D F DApproach Delay (s) 31.5 40.3 45.4 75.3Approach LOS C D D E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 219 1638 106 109 735 130 83 625 101 233 566 106Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95Frt 1.00 1.00 0.85 1.00 0.98 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3195 1430 1598 3123 1598 3195 1430 1598 3120Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.27 1.00 1.00 0.30 1.00Satd. Flow (perm) 1598 3195 1430 1598 3123 460 3195 1430 506 3120Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 223 1671 108 111 750 133 85 638 103 238 578 108RTOR Reduction (vph) 0 0 33 0 12 0 0 0 63 0 13 0Lane Group Flow (vph) 223 1671 75 111 871 0 85 638 40 238 673 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 4 8Permitted Phases 6 4 4 8Actuated Green, G (s) 17.0 53.0 53.0 6.0 42.0 46.5 46.5 46.5 46.5 46.5Effective Green, g (s) 17.0 53.0 53.0 6.0 42.0 46.5 46.5 46.5 46.5 46.5Actuated g/C Ratio 0.14 0.44 0.44 0.05 0.35 0.39 0.39 0.39 0.39 0.39Clearance Time (s) 5.0 5.0 5.0 5.0 5.0 4.5 4.5 4.5 4.5 4.5Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 226 1411 632 80 1093 178 1238 554 196 1209v/s Ratio Prot c0.14 c0.52 0.07 0.28 0.20 0.22v/s Ratio Perm 0.05 0.18 0.03 c0.47v/c Ratio 0.99 1.18 0.12 1.39 0.80 0.48 0.52 0.07 1.21 0.56Uniform Delay, d1 51.4 33.5 19.7 57.0 35.2 27.6 28.1 23.2 36.8 28.7Progression Factor 1.28 0.88 1.26 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 34.7 86.2 0.2 234.3 6.1 2.0 0.4 0.1 133.9 0.6Delay (s) 100.2 115.7 25.1 291.3 41.2 29.6 28.5 23.2 170.7 29.3Level of Service F F C F D C C C F CApproach Delay (s) 109.1 69.2 27.9 65.7Approach LOS F E C E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 86 1932 22 58 1070 284 8 49 112 308 42 43Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5 3.5 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 0.95 0.95 1.00Frt 1.00 1.00 1.00 0.97 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.99 1.00 0.95 0.96 1.00Satd. Flow (prot) 1598 3190 1598 3095 1670 1430 1518 1539 1430Flt Permitted 0.95 1.00 0.95 1.00 0.96 1.00 0.72 0.74 1.00Satd. Flow (perm) 1598 3190 1598 3095 1614 1430 1149 1181 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 88 1971 22 59 1092 290 8 50 114 314 43 44RTOR Reduction (vph) 0 1 0 0 19 0 0 0 79 0 0 36Lane Group Flow (vph) 88 1992 0 59 1363 0 0 58 35 176 181 8Turn Type Prot NA Prot NA Perm NA Perm Perm NA PermProtected Phases 1 6 5 2 4 8Permitted Phases 4 4 8 8Actuated Green, G (s) 7.6 71.6 5.3 69.3 20.6 20.6 20.6 20.6 20.6Effective Green, g (s) 7.6 71.6 5.3 69.3 20.6 20.6 20.6 20.6 20.6Actuated g/C Ratio 0.07 0.65 0.05 0.63 0.19 0.19 0.19 0.19 0.19Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 3.5 3.5 3.5 3.5Vehicle Extension (s) 1.5 5.0 2.5 5.0 3.0 3.0 3.0 3.0 3.0Lane Grp Cap (vph) 110 2076 77 1950 302 268 215 221 268v/s Ratio Prot c0.06 c0.62 0.04 0.44v/s Ratio Perm 0.04 0.02 0.15 c0.15 0.01v/c Ratio 0.80 0.96 0.77 0.70 0.19 0.13 0.82 0.82 0.03Uniform Delay, d1 50.5 17.9 51.7 13.5 37.7 37.2 42.9 42.9 36.5Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 31.1 12.3 34.4 2.1 0.3 0.2 20.9 20.5 0.0Delay (s) 81.6 30.2 86.1 15.6 38.0 37.5 63.8 63.4 36.6Level of Service F C F B D D E E DApproach Delay (s) 32.3 18.5 37.6 60.7Approach LOS C B D E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 223 1862 297 225 793 135 436 904 173 267 758 140Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.97 0.95 1.00 0.97 0.95Frt 1.00 0.98 1.00 0.98 1.00 1.00 0.85 1.00 0.98Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3130 1598 3126 3100 3195 1430 3100 3121Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3130 1598 3126 3100 3195 1430 3100 3121Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 228 1900 303 230 809 138 445 922 177 272 773 143RTOR Reduction (vph) 0 11 0 0 11 0 0 0 118 0 12 0Lane Group Flow (vph) 228 2192 0 230 936 0 445 922 59 272 904 0Turn Type Prot NA Prot NA Prot NA Perm Prot NAProtected Phases 3 8 7 4 1 6 5 2Permitted Phases 6Actuated Green, G (s) 18.3 49.0 9.5 40.2 9.5 35.0 35.0 7.5 33.0Effective Green, g (s) 18.3 49.0 9.5 40.2 9.5 35.0 35.0 7.5 33.0Actuated g/C Ratio 0.15 0.41 0.08 0.34 0.08 0.29 0.29 0.06 0.28Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 6.0 6.0 3.5 6.0Vehicle Extension (s) 2.0 5.5 2.0 5.5 2.0 5.5 5.5 2.0 5.5Lane Grp Cap (vph) 244 1278 127 1047 245 932 417 194 858v/s Ratio Prot 0.14 c0.70 c0.14 0.30 c0.14 0.29 0.09 c0.29v/s Ratio Perm 0.04v/c Ratio 0.93 1.72 1.81 0.89 1.82 0.99 0.14 1.40 1.05Uniform Delay, d1 50.3 35.5 55.2 37.9 55.2 42.3 31.4 56.2 43.5Progression Factor 1.00 1.00 0.96 1.04 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 39.4 325.3 383.3 7.0 383.0 27.0 0.7 208.9 45.7Delay (s) 89.6 360.8 436.6 46.3 438.3 69.3 32.1 265.2 89.2Level of Service F F F D F E C F FApproach Delay (s) 335.4 122.6 171.4 129.5Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 104 2164 91 255 1206 115 162 45 171 131 47 25Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 6.0 3.5 6.0 4.0 4.0 4.0Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 1.00 1.00Frt 1.00 1.00 0.85 1.00 0.99 1.00 0.85 0.98Flt Protected 0.95 1.00 1.00 0.95 1.00 0.96 1.00 0.97Satd. Flow (prot) 1598 3195 1430 1598 3154 1619 1430 1602Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.66 1.00 0.51Satd. Flow (perm) 1598 3195 1430 1598 3154 1118 1430 837Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 106 2208 93 260 1231 117 165 46 174 134 48 26RTOR Reduction (vph) 0 0 17 0 5 0 0 0 130 0 4 0Lane Group Flow (vph) 106 2208 76 260 1343 0 0 211 44 0 204 0Turn Type Prot NA Perm Prot NA Perm NA Perm Perm NAProtected Phases 1 6 5 2 8 4Permitted Phases 6 8 8 4Actuated Green, G (s) 10.5 60.0 60.0 16.1 65.6 30.4 30.4 30.4Effective Green, g (s) 10.5 60.0 60.0 16.1 65.6 30.4 30.4 30.4Actuated g/C Ratio 0.09 0.50 0.50 0.13 0.55 0.25 0.25 0.25Clearance Time (s) 3.5 6.0 6.0 3.5 6.0 4.0 4.0 4.0Vehicle Extension (s) 1.5 5.0 5.0 1.5 5.0 3.0 3.0 3.0Lane Grp Cap (vph) 140 1598 715 214 1724 283 362 212v/s Ratio Prot 0.07 c0.69 c0.16 0.43v/s Ratio Perm 0.05 0.19 0.03 c0.24v/c Ratio 0.76 1.38 0.11 1.21 0.78 0.75 0.12 0.96Uniform Delay, d1 53.5 30.0 15.8 51.9 21.5 41.2 34.5 44.2Progression Factor 1.33 0.44 0.32 0.85 1.31 1.00 1.00 1.00Incremental Delay, d2 1.9 172.1 0.0 100.8 0.3 10.2 0.2 50.3Delay (s) 72.8 185.3 5.0 144.8 28.4 51.4 34.7 94.5Level of Service E F A F C D C FApproach Delay (s) 173.4 47.2 43.9 94.5Approach LOS F D D F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 282 1810 295 223 1106 230 182 833 181 351 1143 195Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Lane Util. Factor 1.00 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 1.00 0.85 1.00 0.97 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3195 1430 1598 3113 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3195 1430 1598 3113 1598 3195 1430 1598 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 288 1847 301 228 1129 235 186 850 185 358 1166 199RTOR Reduction (vph) 0 0 46 0 15 0 0 0 112 0 0 88Lane Group Flow (vph) 288 1847 255 228 1349 0 186 850 73 358 1166 111Turn Type Prot NA Over Prot NA Prot NA Perm custom NA OverProtected Phases 5 2 3 1 6 3 8 7 4 5Permitted Phases 8 7Actuated Green, G (s) 11.5 47.5 9.5 9.5 45.5 9.5 29.5 29.5 13.5 33.5 11.5Effective Green, g (s) 11.5 47.5 9.5 9.5 45.5 9.5 29.5 29.5 13.5 33.5 11.5Actuated g/C Ratio 0.10 0.40 0.08 0.08 0.38 0.08 0.25 0.25 0.11 0.28 0.10Clearance Time (s) 4.5 5.5 4.5 4.5 5.5 4.5 5.5 5.5 4.5 5.5 4.5Vehicle Extension (s) 1.5 5.0 1.5 1.5 5.0 1.5 5.0 5.0 1.5 5.0 1.5Lane Grp Cap (vph) 153 1265 113 127 1180 127 785 352 180 892 137v/s Ratio Prot c0.18 c0.58 0.18 0.14 0.43 0.12 0.27 c0.22 c0.36 0.08v/s Ratio Perm 0.05v/c Ratio 1.88 1.46 2.26 1.80 1.14 1.46 1.08 0.21 1.99 1.31 0.81Uniform Delay, d1 54.2 36.2 55.2 55.2 37.2 55.2 45.2 36.0 53.2 43.2 53.2Progression Factor 1.18 0.93 0.61 0.71 1.62 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 399.3 207.4 567.9 360.7 65.6 246.9 56.9 0.6 464.3 146.3 28.1Delay (s) 463.6 241.3 601.7 399.8 126.0 302.1 102.1 36.6 517.5 189.6 81.3Level of Service F F F F F F F D F F FApproach Delay (s) 312.1 165.3 122.7 245.2Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 151 2102 120 207 1382 166 126 302 122 317 279 130Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00 0.95Frt 1.00 0.99 1.00 0.98 1.00 1.00 0.85 1.00 0.95Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (prot) 1598 3170 1598 3144 1598 1682 1430 1598 3043Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Satd. Flow (perm) 1598 3170 1598 3144 1598 1682 1430 1598 3043Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 154 2145 122 211 1410 169 129 308 124 323 285 133RTOR Reduction (vph) 0 3 0 0 8 0 0 0 93 0 46 0Lane Group Flow (vph) 154 2264 0 211 1571 0 129 308 31 323 372 0Turn Type Prot NA custom NA Prot NA Prot Prot NAProtected Phases 1 6 5 2 7 4 4 3 8Permitted Phases 5Actuated Green, G (s) 8.7 52.0 10.7 54.0 11.6 25.8 25.8 13.5 27.7Effective Green, g (s) 8.7 52.0 10.7 54.0 11.6 25.8 25.8 13.5 27.7Actuated g/C Ratio 0.07 0.43 0.09 0.45 0.10 0.22 0.22 0.11 0.23Clearance Time (s) 3.5 6.0 3.5 6.0 3.5 5.0 5.0 3.5 5.0Vehicle Extension (s) 1.5 5.5 1.5 5.5 1.5 5.0 5.0 1.5 5.0Lane Grp Cap (vph) 116 1374 142 1415 154 362 307 180 702v/s Ratio Prot 0.10 c0.71 c0.13 0.50 0.08 c0.18 0.02 c0.20 0.12v/s Ratio Permv/c Ratio 1.33 1.65 1.49 1.11 0.84 0.85 0.10 1.79 0.53Uniform Delay, d1 55.6 34.0 54.6 33.0 53.3 45.3 37.8 53.2 40.4Progression Factor 0.72 1.54 1.04 0.83 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 152.9 291.7 222.1 50.8 29.7 18.6 0.3 378.8 1.4Delay (s) 192.8 343.9 279.0 78.3 83.0 63.9 38.1 432.1 41.8Level of Service F F F E F E D F DApproach Delay (s) 334.3 102.0 62.6 211.9Approach LOS F F E F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 232 1488 499 215 1721 185 305 398 367 252 299 495Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 1.00 1.00Frt 1.00 0.96 1.00 0.99 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3075 1598 3149 1598 3195 1430 1598 1682 1430Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (perm) 1598 3075 1598 3149 1598 3195 1430 1598 1682 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 237 1518 509 219 1756 189 311 406 374 257 305 505RTOR Reduction (vph) 0 27 0 0 7 0 0 0 129 0 0 128Lane Group Flow (vph) 237 2000 0 219 1938 0 311 406 245 257 305 377Turn Type Prot NA Prot NA Prot NA Perm Prot NA PermProtected Phases 1 6 5 2 7 4 3 8Permitted Phases 4 8Actuated Green, G (s) 11.5 53.5 10.5 52.5 14.5 26.0 26.0 12.5 24.0 24.0Effective Green, g (s) 11.5 53.5 10.5 52.5 14.5 26.0 26.0 12.5 24.0 24.0Actuated g/C Ratio 0.10 0.45 0.09 0.44 0.12 0.22 0.22 0.10 0.20 0.20Clearance Time (s) 3.5 5.5 3.5 5.5 3.5 5.0 5.0 3.5 5.0 5.0Vehicle Extension (s) 0.2 5.0 0.2 5.0 1.5 4.5 4.5 1.5 4.5 4.5Lane Grp Cap (vph) 153 1371 140 1378 193 692 310 166 336 286v/s Ratio Prot c0.15 c0.65 0.14 0.62 c0.19 0.13 0.16 0.18v/s Ratio Perm 0.17 c0.26v/c Ratio 1.55 1.46 1.56 1.41 1.61 0.59 0.79 1.55 0.91 1.32Uniform Delay, d1 54.2 33.2 54.8 33.8 52.8 42.2 44.4 53.8 46.9 48.0Progression Factor 1.06 0.71 0.81 1.40 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 250.0 206.8 257.1 183.4 297.8 1.7 13.9 274.2 27.8 165.7Delay (s) 307.3 230.5 301.3 230.6 350.6 43.9 58.3 328.0 74.7 213.7Level of Service F F F F F D E F E FApproach Delay (s) 238.5 237.8 136.3 201.5Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 174 1497 314 111 1536 212 385 959 70 300 583 107Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Lane Util. Factor 1.00 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00Frt 1.00 0.97 1.00 0.98 1.00 1.00 0.85 1.00 1.00 0.85Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 1.00 0.95 1.00 1.00Satd. Flow (prot) 1598 3112 1598 3137 1598 3195 1430 1598 3195 1430Flt Permitted 0.95 1.00 0.95 1.00 0.19 1.00 1.00 0.15 1.00 1.00Satd. Flow (perm) 1598 3112 1598 3137 321 3195 1430 249 3195 1430Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 178 1528 320 113 1567 216 393 979 71 306 595 109RTOR Reduction (vph) 0 15 0 0 9 0 0 0 46 0 0 73Lane Group Flow (vph) 178 1833 0 113 1774 0 393 979 25 306 595 36Turn Type Prot NA Prot NA pm+pt NA Perm pm+pt NA PermProtected Phases 5 2 1 6 7 4 3 8Permitted Phases 4 4 8 8Actuated Green, G (s) 11.0 51.5 7.5 47.5 45.0 30.0 30.0 39.0 27.0 27.0Effective Green, g (s) 11.0 51.5 7.5 47.5 45.0 30.0 30.0 39.0 27.0 27.0Actuated g/C Ratio 0.09 0.43 0.06 0.40 0.38 0.25 0.25 0.32 0.22 0.22Clearance Time (s) 4.0 5.5 3.5 5.5 4.0 6.0 6.0 4.0 6.0 6.0Vehicle Extension (s) 1.5 5.0 1.5 5.0 2.5 3.0 3.0 2.5 3.0 3.0Lane Grp Cap (vph) 146 1336 100 1242 280 799 358 216 719 322v/s Ratio Prot c0.11 c0.59 0.07 0.57 c0.18 0.31 0.14 0.19v/s Ratio Perm c0.35 0.02 0.32 0.03v/c Ratio 1.22 1.37 1.13 1.43 1.40 1.23 0.07 1.42 0.83 0.11Uniform Delay, d1 54.5 34.2 56.2 36.2 31.3 45.0 34.4 35.1 44.3 37.0Progression Factor 0.90 1.24 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 104.5 167.9 129.3 197.4 201.7 112.4 0.1 212.5 7.8 0.2Delay (s) 153.5 210.5 185.5 233.7 233.1 157.4 34.4 247.6 52.1 37.1Level of Service F F F F F F C F D DApproach Delay (s) 205.5 230.8 172.0 109.7Approach LOS F F F F




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 152 1639 71 136 1594 104 144 304 119 111 238 111Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.0 3.5 5.0 5.0 5.0Lane Util. Factor 1.00 0.95 1.00 0.95 0.95 0.95Frt 1.00 0.99 1.00 0.99 0.97 0.96Flt Protected 0.95 1.00 0.95 1.00 0.99 0.99Satd. Flow (prot) 1598 3176 1598 3166 3056 3043Flt Permitted 0.95 1.00 0.95 1.00 0.64 0.59Satd. Flow (perm) 1598 3176 1598 3166 1981 1811Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 155 1672 72 139 1627 106 147 310 121 113 243 113RTOR Reduction (vph) 0 3 0 0 5 0 0 24 0 0 30 0Lane Group Flow (vph) 155 1741 0 139 1728 0 0 554 0 0 439 0Turn Type Prot NA Prot NA Perm NA Perm NAProtected Phases 1 6 5 2 4 4Permitted Phases 4 4Actuated Green, G (s) 10.3 51.0 9.5 50.2 26.0 26.0Effective Green, g (s) 10.3 51.0 9.5 50.2 26.0 26.0Actuated g/C Ratio 0.10 0.51 0.10 0.50 0.26 0.26Clearance Time (s) 3.5 5.0 3.5 5.0 5.0 5.0Vehicle Extension (s) 2.0 5.0 2.0 5.0 5.0 5.0Lane Grp Cap (vph) 165 1620 152 1589 515 471v/s Ratio Prot c0.10 c0.55 0.09 0.55v/s Ratio Perm c0.28 0.24v/c Ratio 0.94 1.07 0.91 1.09 1.08 0.93Uniform Delay, d1 44.5 24.5 44.8 24.9 37.0 36.1Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 51.3 45.5 47.5 50.4 61.8 26.1Delay (s) 95.8 70.0 92.3 75.3 98.8 62.3Level of Service F E F E F EApproach Delay (s) 72.1 76.5 98.8 62.3Approach LOS E E F E




Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBRLane ConfigurationsVolume (vph) 168 1403 210 98 1459 233 358 603 100 197 328 119Ideal Flow (vphpl) 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850 1850Total Lost time (s) 3.5 5.5 3.5 5.5 5.0 5.0 4.0 3.5Lane Util. Factor 1.00 0.95 1.00 0.95 0.97 0.95 1.00 0.95Frt 1.00 0.98 1.00 0.98 1.00 0.98 1.00 0.96Flt Protected 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (prot) 1598 3133 1598 3129 3100 3127 1598 3068Flt Permitted 0.95 1.00 0.95 1.00 0.95 1.00 0.95 1.00Satd. Flow (perm) 1598 3133 1598 3129 3100 3127 1598 3068Peak-hour factor, PHF 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98 0.98Adj. Flow (vph) 171 1432 214 100 1489 238 365 615 102 201 335 121RTOR Reduction (vph) 0 9 0 0 10 0 0 10 0 0 28 0Lane Group Flow (vph) 171 1637 0 100 1717 0 365 707 0 201 428 0Turn Type Prot NA Prot NA Prot NA Prot NAProtected Phases 1 6 5 2 4 8 7 3Permitted PhasesActuated Green, G (s) 11.5 64.7 7.5 60.7 25.0 26.0 13.0 14.5Effective Green, g (s) 11.5 64.7 7.5 60.7 25.0 26.0 13.0 14.5Actuated g/C Ratio 0.09 0.50 0.06 0.47 0.19 0.20 0.10 0.11Clearance Time (s) 3.5 5.5 3.5 5.5 5.0 5.0 4.0 3.5Vehicle Extension (s) 1.5 5.5 1.5 5.5 5.0 5.0 1.5 1.5Lane Grp Cap (vph) 142 1569 93 1470 600 629 161 344v/s Ratio Prot c0.11 0.52 0.06 c0.55 0.12 c0.23 0.13 c0.14v/s Ratio Permv/c Ratio 1.20 1.04 1.08 1.17 0.61 1.12 1.25 1.24Uniform Delay, d1 58.8 32.2 60.8 34.2 47.6 51.6 58.1 57.3Progression Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Incremental Delay, d2 140.7 34.9 115.2 83.3 2.6 74.9 152.9 131.6Delay (s) 199.6 67.2 176.0 117.6 50.2 126.5 211.0 188.9Level of Service F E F F D F F FApproach Delay (s) 79.6 120.8 100.7 195.7Approach LOS E F F F




APPENDIX E SR 60 FREEWAY RAMP QUEUE



APPENDIX E.1.1 SR 60 FREEWAY RAMP QUEUE

EXISTING (2010) CONDITIONS (AM)

Queues3: SR 60 EB Off Ramp & Atlantic Blvd 8/5/2010

5:00 pm Baseline Synchro 7 - ReportPage 3

Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 697 325 1384 662 340v/c Ratio 0.89 0.61 1.18 0.83 0.55Control Delay 37.1 9.1 115.8 52.6 19.4Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 37.1 9.1 115.8 52.6 19.4Queue Length 50th (ft) 126 0 ~443 190 69Queue Length 95th (ft) #225 78 #572 m#243 m111Internal Link Dist (ft) 951 414 796Turn Bay Length (ft)Base Capacity (vph) 784 530 1174 799 613Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.89 0.61 1.18 0.83 0.55

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues4: 1st St & Atlantic Blvd 8/5/2010


Lane Group EBL EBR WBT NBL NBT SBTLane Group Flow (vph) 35 188 734 169 665 1129v/c Ratio 0.28 0.51 1.02 1.25 0.46 0.55Control Delay 34.0 19.2 65.5 146.1 14.8 17.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 34.0 19.2 65.5 146.1 14.8 17.1Queue Length 50th (ft) 15 37 ~163 ~83 156 142Queue Length 95th (ft) 42 99 #282 m#67 m134 183Internal Link Dist (ft) 1203 796 355Turn Bay Length (ft) 150Base Capacity (vph) 125 368 720 135 1438 2056Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.28 0.51 1.02 1.25 0.46 0.55


Queues46: Markland Dr & Potrero Grand Dr 8/5/2010


Lane Group SET NWT NWR NEL NET NER SWL SWTLane Group Flow (vph) 388 173 553 18 175 118 222 628v/c Ratio 0.74 0.34 0.62 0.24 0.39 0.25 0.77 0.44Control Delay 32.4 20.5 5.1 47.1 29.4 6.8 51.2 16.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 32.4 20.5 5.1 47.1 29.4 6.8 51.2 16.8Queue Length 50th (ft) 173 63 0 10 79 0 111 100Queue Length 95th (ft) #313 115 63 31 138 40 #205 171Internal Link Dist (ft) 342 295 653 474Turn Bay Length (ft) 50 75Base Capacity (vph) 524 505 899 75 453 471 324 1438Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.74 0.34 0.62 0.24 0.39 0.25 0.69 0.44

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.

Queues47: SR 60 EB Ramps & Paramount Blvd 8/5/2010


Lane Group EBL EBT EBR WBL WBR NBT SBL SBTLane Group Flow (vph) 149 155 212 7 40 844 60 398v/c Ratio 0.30 0.30 0.35 0.08 0.24 0.45 0.31 0.25Control Delay 24.0 24.0 5.0 40.9 16.6 21.2 42.7 13.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9Total Delay 24.0 24.0 5.0 40.9 16.6 21.2 42.7 14.8Queue Length 50th (ft) 63 66 0 4 0 132 16 67Queue Length 95th (ft) 114 118 47 17 17 179 35 102Internal Link Dist (ft) 1074 387 142Turn Bay Length (ft) 100 250Base Capacity (vph) 494 509 609 118 222 1869 218 1595Starvation Cap Reductn 0 0 0 0 0 0 0 898Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.30 0.30 0.35 0.06 0.18 0.45 0.28 0.57


Queues48: Neil Armstrong St & Paramount Blvd 8/5/2010


Lane Group EBT WBT WBR NBL NBT NBR SBTLane Group Flow (vph) 208 202 187 52 472 263 966v/c Ratio 0.30 0.43 0.24 0.33 0.36 0.35 0.51Control Delay 11.3 17.8 2.9 23.2 17.1 3.6 18.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 11.3 17.8 2.9 23.2 17.1 3.6 18.5Queue Length 50th (ft) 45 64 0 17 82 0 127Queue Length 95th (ft) 90 121 33 49 120 42 164Internal Link Dist (ft) 734 1204 177 1309Turn Bay Length (ft) 175Base Capacity (vph) 700 472 768 158 1322 746 1899Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.30 0.43 0.24 0.33 0.36 0.35 0.51


Queues51: Montebello Town Center & SR 60 EB Ramps 8/5/2010


Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 8 29 44 81 608 4 42 68 152 160 7v/c Ratio 0.01 0.02 0.07 0.06 0.57 0.01 0.05 0.15 0.48 0.26 0.02Control Delay 5.8 4.8 6.2 5.9 3.2 14.5 14.5 5.7 22.5 16.5 9.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 5.8 4.8 6.2 5.9 3.2 14.5 14.5 5.7 22.5 16.5 9.4Queue Length 50th (ft) 1 1 6 6 0 1 5 0 45 21 0Queue Length 95th (ft) 5 5 18 13 37 7 14 23 96 43 7Internal Link Dist (ft) 463 400 1556 824Turn Bay Length (ft) 100 300 100 75Base Capacity (vph) 646 1695 620 1435 1060 306 901 452 314 626 408Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.01 0.02 0.07 0.06 0.57 0.01 0.05 0.15 0.48 0.26 0.02


Queues54: SR 60 WB Ramps & San Gabriel Blvd 8/5/2010


Lane Group EBT WBL WBT WBR NBL NBT SBL SBTLane Group Flow (vph) 54 73 370 364 27 1163 120 973v/c Ratio 0.29 0.28 0.71 0.68 0.10 0.48 0.58 0.45Control Delay 17.2 28.3 12.8 11.6 16.3 14.5 45.4 7.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5Total Delay 17.2 28.3 12.8 11.6 16.3 14.5 45.4 8.4Queue Length 50th (ft) 10 34 19 15 7 127 59 97Queue Length 95th (ft) 36 63 98 88 28 216 112 202Internal Link Dist (ft) 355 1096 636 305Turn Bay Length (ft) 100 100Base Capacity (vph) 279 411 632 647 263 2416 236 2186Starvation Cap Reductn 0 0 0 0 0 0 0 712Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.19 0.18 0.59 0.56 0.10 0.48 0.51 0.66


Queues57: SR 60 EB Ramps & Santa Anita Ave 8/5/2010


Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 387 41 601 582 658v/c Ratio 0.42 0.09 0.80 0.67 0.76Control Delay 21.7 7.1 35.2 27.1 8.8Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 21.7 7.1 35.2 27.1 8.8Queue Length 50th (ft) 68 0 128 116 0Queue Length 95th (ft) 105 20 #205 169 95Internal Link Dist (ft) 1064 497 1216Turn Bay Length (ft) 250Base Capacity (vph) 912 450 749 872 869Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.42 0.09 0.80 0.67 0.76


Queues58: Fawcett Ave & Santa Anita Ave 8/5/2010


Lane Group EBL EBT EBR WBT NBL NBT SBL SBTLane Group Flow (vph) 39 38 444 555 119 870 65 820v/c Ratio 0.15 0.05 0.65 0.45 0.53 0.55 0.32 0.52Control Delay 20.4 18.0 20.7 18.4 28.2 18.9 20.6 18.3Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 20.4 18.0 20.7 18.4 28.2 18.9 20.6 18.3Queue Length 50th (ft) 15 14 148 106 50 191 24 176Queue Length 95th (ft) 39 34 262 153 115 250 59 232Internal Link Dist (ft) 600 1169 1216 1153Turn Bay Length (ft) 55 60 95Base Capacity (vph) 255 696 678 1231 223 1572 204 1572Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.15 0.05 0.65 0.45 0.53 0.55 0.32 0.52


Queues59: Durfee Ave & SR 60 EB Ramps 8/5/2010


Lane Group EBT WBT WBR SBL SBRLane Group Flow (vph) 469 931 401 493 223v/c Ratio 0.25 0.57 0.43 0.46 0.40Control Delay 11.4 15.2 2.8 21.9 13.3Queue Delay 0.0 1.7 0.4 0.0 0.0Total Delay 11.4 16.9 3.2 21.9 13.3Queue Length 50th (ft) 45 158 0 96 44Queue Length 95th (ft) 64 214 41 139 102Internal Link Dist (ft) 1062 257 913Turn Bay Length (ft)Base Capacity (vph) 1861 1633 927 1081 562Starvation Cap Reductn 0 501 191 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.25 0.82 0.54 0.46 0.40


Queues62: SR 60 WB Ramps & Peck Rd 8/5/2010


Lane Group WBL WBR NBT NBR SBTLane Group Flow (vph) 244 113 764 307 1802v/c Ratio 0.23 0.22 0.52 0.37 1.22Control Delay 8.1 4.3 11.1 2.8 124.1Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 8.1 4.3 11.1 2.8 124.1Queue Length 50th (ft) 15 0 76 0 ~358Queue Length 95th (ft) 35 27 116 32 #477Internal Link Dist (ft) 1083 46 367Turn Bay Length (ft)Base Capacity (vph) 1080 519 1476 826 1476Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.23 0.22 0.52 0.37 1.22

Intersection Summary~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles.# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.



APPENDIX E.1.2 SR 60 FREEWAY RAMP QUEUE

EXISTING (2010) CONDITIONS (PM)



Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 673 318 1551 964 312v/c Ratio 0.93 0.61 1.37 1.13 0.51Control Delay 45.5 9.2 196.8 106.0 13.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 45.5 9.2 196.8 106.0 13.9Queue Length 50th (ft) 137 0 ~546 ~311 42Queue Length 95th (ft) #241 76 #678 m#381 m72Internal Link Dist (ft) 956 414 796Turn Bay Length (ft)Base Capacity (vph) 727 520 1134 855 611Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.93 0.61 1.37 1.13 0.51




Lane Group EBL EBR WBT NBL NBT SBTLane Group Flow (vph) 99 351 763 140 997 1107v/c Ratio 0.81 0.98 1.06 1.00 0.69 0.54Control Delay 77.7 69.6 76.6 52.8 19.3 16.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 77.7 69.6 76.6 52.8 19.3 16.8Queue Length 50th (ft) 48 134 ~186 50 288 137Queue Length 95th (ft) #134 #305 #298 m62 m232 177Internal Link Dist (ft) 1219 796 355Turn Bay Length (ft) 150Base Capacity (vph) 122 358 721 140 1438 2054Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.81 0.98 1.06 1.00 0.69 0.54








Lane Group EBL EBT EBR WBL WBR NBT SBL SBTLane Group Flow (vph) 264 313 405 28 305 1011 162 1130v/c Ratio 0.53 0.60 0.66 0.26 0.68 0.71 0.61 0.80Control Delay 28.7 30.5 17.2 44.0 13.0 29.9 48.7 25.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.6Total Delay 28.7 30.5 17.2 44.0 13.0 29.9 48.7 175.9Queue Length 50th (ft) 123 149 83 15 0 178 44 252Queue Length 95th (ft) 203 241 187 40 40 233 #84 #374Internal Link Dist (ft) 1061 387 142Turn Bay Length (ft) 100 250Base Capacity (vph) 494 518 613 154 519 1434 277 1410Starvation Cap Reductn 0 0 0 0 0 0 0 562Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.53 0.60 0.66 0.18 0.59 0.71 0.58 1.33




Lane Group EBT WBT WBR NBL NBT NBR SBTLane Group Flow (vph) 125 504 253 128 642 456 876v/c Ratio 0.16 0.87 0.32 0.81 0.53 0.55 0.51Control Delay 7.4 36.3 7.5 61.2 21.5 4.8 20.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 7.4 36.3 7.5 61.2 21.5 4.8 20.5Queue Length 50th (ft) 19 210 36 56 128 0 120Queue Length 95th (ft) 46 #410 81 #157 180 58 157Internal Link Dist (ft) 734 1192 177 1309Turn Bay Length (ft) 175Base Capacity (vph) 759 578 779 159 1202 822 1727Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.16 0.87 0.32 0.81 0.53 0.55 0.51




Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 120 220 94 232 553 5 196 195 169 196 18v/c Ratio 0.20 0.12 0.17 0.16 0.56 0.02 0.26 0.40 0.73 0.39 0.05Control Delay 6.3 4.7 6.0 5.3 4.5 15.4 17.0 6.0 40.8 19.2 8.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 6.3 4.7 6.0 5.3 4.5 15.4 17.0 6.0 40.8 19.2 8.5Queue Length 50th (ft) 15 12 12 15 21 1 25 0 51 27 0Queue Length 95th (ft) 35 23 30 28 63 8 47 40 #143 53 12Internal Link Dist (ft) 463 400 1556 820Turn Bay Length (ft) 100 300 100 75Base Capacity (vph) 588 1843 547 1493 991 252 768 492 231 501 357Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.20 0.12 0.17 0.16 0.56 0.02 0.26 0.40 0.73 0.39 0.05




Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBTLane Group Flow (vph) 8 50 200 424 417 69 914 180 1482v/c Ratio 0.10 0.12 0.62 0.70 0.69 0.60 0.47 0.81 0.75Control Delay 24.4 11.8 35.3 12.9 12.5 47.1 17.4 64.6 15.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1Total Delay 24.4 11.8 35.3 12.9 12.5 47.1 17.4 64.6 19.5Queue Length 50th (ft) 3 7 86 36 33 28 120 93 292Queue Length 95th (ft) 14 31 155 138 132 #99 157 #205 388Internal Link Dist (ft) 355 1090 636 305Turn Bay Length (ft) 100 100Base Capacity (vph) 93 480 367 646 642 115 1963 223 1972Starvation Cap Reductn 0 0 0 0 0 0 0 0 404Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.09 0.10 0.54 0.66 0.65 0.60 0.47 0.81 0.95




Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 454 36 404 347 563v/c Ratio 0.47 0.08 0.68 0.36 0.68Control Delay 21.3 7.0 32.9 20.5 6.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 21.3 7.0 32.9 20.5 6.9Queue Length 50th (ft) 80 0 85 61 0Queue Length 95th (ft) 120 18 131 95 75Internal Link Dist (ft) 1047 497 1216Turn Bay Length (ft) 250Base Capacity (vph) 970 472 598 963 824Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.47 0.08 0.68 0.36 0.68












Lane Group WBL WBR NBT NBR SBTLane Group Flow (vph) 410 303 1262 333 1248v/c Ratio 0.43 0.69 0.82 0.39 0.81Control Delay 14.0 23.7 17.2 2.6 16.8Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 14.0 23.7 17.2 2.6 16.8Queue Length 50th (ft) 43 73 152 0 149Queue Length 95th (ft) 74 #183 #241 32 #232Internal Link Dist (ft) 1090 46 367Turn Bay Length (ft)Base Capacity (vph) 944 441 1540 862 1540Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.43 0.69 0.82 0.39 0.81
















































APPENDIX E.2 SR 60 FREEWAY RAMP QUEUE

NO BUILD ALTERNATIVE

Queues3: Atlantic Blvd & SR 60 EB Off Ramp 8/1/2013


Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 818 378 1854 640 460v/c Ratio 0.58 0.57 0.91 0.45 0.52Control Delay 15.1 12.9 29.4 13.1 2.1Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 15.1 12.9 29.4 13.1 2.1Queue Length 50th (ft) 120 79 305 89 0Queue Length 95th (ft) 175 172 #417 m112 m0Internal Link Dist (ft) 951 414 796Turn Bay Length (ft)Base Capacity (vph) 1407 667 2032 1414 889Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.58 0.57 0.91 0.45 0.52

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.m Volume for 95th percentile queue is metered by upstream signal.

Queues4: Atlantic Blvd & 1st St/SR 60 WB Off Ramp 8/1/2013


Lane Group EBL EBR WBT NBL NBT SBTLane Group Flow (vph) 44 205 977 223 847 1176v/c Ratio 0.52 0.50 1.26 0.91 0.39 0.38Control Delay 53.4 15.4 152.1 40.4 3.7 5.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 53.4 15.4 152.1 40.4 3.7 5.5Queue Length 50th (ft) 20 30 ~287 46 44 73Queue Length 95th (ft) #67 92 #408 m#83 m61 94Internal Link Dist (ft) 1203 796 355Turn Bay Length (ft) 150Base Capacity (vph) 84 409 776 245 2197 3133Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.52 0.50 1.26 0.91 0.39 0.38


Queues46: Markland Dr & SR 60 WB Off Ramp/Potrero Grand Dr 8/1/2013


Lane Group EBL EBT EBR WBL WBT NBT NBR SBTLane Group Flow (vph) 21 150 142 245 698 294 657 432v/c Ratio 0.28 0.36 0.31 0.90 0.52 0.60 0.66 0.83Control Delay 48.9 29.6 6.8 71.7 19.9 24.9 5.2 38.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 48.9 29.6 6.8 71.7 19.9 24.9 5.2 38.1Queue Length 50th (ft) 11 67 0 130 124 118 0 199Queue Length 95th (ft) 34 121 44 #265 207 203 65 #374Internal Link Dist (ft) 653 474 295 342Turn Bay Length (ft) 50 75Base Capacity (vph) 75 417 461 274 1335 493 988 518Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.28 0.36 0.31 0.89 0.52 0.60 0.66 0.83


Queues47: Paramount Blvd & SR 60 EB Ramps/Town Center Dr 8/1/2013




Queues48: Paramount Blvd & Neil Armstrong St/SR 60 WB Ramps 8/1/2013








Queues54: San Gabriel Blvd & SR 60 WB Ramps 8/1/2013


Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBTLane Group Flow (vph) 11 47 79 443 448 34 1659 131 1173v/c Ratio 0.14 0.13 0.29 0.79 0.80 0.18 0.77 0.62 0.56Control Delay 26.0 11.5 26.7 18.7 19.5 20.0 23.4 46.4 10.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8Total Delay 26.0 11.5 26.7 18.7 19.5 20.0 23.4 46.4 11.1Queue Length 50th (ft) 4 5 33 52 54 11 266 64 170Queue Length 95th (ft) 17 29 66 164 169 35 #411 119 260Internal Link Dist (ft) 355 1096 636 305Turn Bay Length (ft) 100 100Base Capacity (vph) 108 476 368 639 637 192 2150 250 2091Starvation Cap Reductn 0 0 0 0 0 0 0 0 551Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.10 0.10 0.21 0.69 0.70 0.18 0.77 0.52 0.76


Queues57: Santa Anita Ave & SR 60 EB Ramps 8/1/2013


Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 480 34 972 623 754v/c Ratio 0.49 0.07 1.32 0.75 0.81Control Delay 21.7 7.1 181.2 30.9 10.7Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 21.7 7.1 181.2 30.9 10.7Queue Length 50th (ft) 85 0 ~292 130 0Queue Length 95th (ft) 127 18 #404 186 #193Internal Link Dist (ft) 1064 497 1216Turn Bay Length (ft) 250Base Capacity (vph) 970 471 735 826 929Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.49 0.07 1.32 0.75 0.81


Queues58: Santa Anita Ave & Fawcett Ave 8/1/2013


Lane Group EBL EBT EBR WBT NBL NBT SBL SBTLane Group Flow (vph) 41 40 490 637 137 982 70 932v/c Ratio 0.18 0.06 0.74 0.51 0.76 0.63 0.43 0.60Control Delay 21.0 17.7 26.9 19.7 50.5 20.8 26.5 20.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 21.0 17.7 26.9 19.7 50.5 20.8 26.5 20.1Queue Length 50th (ft) 16 15 204 130 68 230 28 213Queue Length 95th (ft) 41 35 338 183 #184 297 73 277Internal Link Dist (ft) 600 1169 1216 1153Turn Bay Length (ft) 55 60 95Base Capacity (vph) 225 705 661 1240 180 1557 164 1556Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.18 0.06 0.74 0.51 0.76 0.63 0.43 0.60






Queues62: Peck Rd & SR 60 WB Ramps 8/1/2013






Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 820 388 1682 1198 334v/c Ratio 0.89 0.90 0.89 0.63 0.34Control Delay 37.9 48.0 21.7 9.0 1.3Queue Delay 0.0 0.0 7.9 0.0 0.0Total Delay 37.9 48.0 29.6 9.0 1.3Queue Length 50th (ft) 184 168 345 151 8Queue Length 95th (ft) #290 #352 #487 183 m13Internal Link Dist (ft) 956 414 796Turn Bay Length (ft)Base Capacity (vph) 925 433 1893 1893 983Starvation Cap Reductn 0 0 196 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.89 0.90 0.99 0.63 0.34




Lane Group EBL EBR WBT NBL NBT SBTLane Group Flow (vph) 118 447 821 152 1117 1372v/c Ratio 0.98 0.82 0.74 1.20 0.65 0.56Control Delay 107.2 34.8 25.0 142.4 16.0 13.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 107.2 34.8 25.0 142.4 16.0 13.1Queue Length 50th (ft) 57 179 169 ~92 191 151Queue Length 95th (ft) #162 #342 238 m#113 m236 191Internal Link Dist (ft) 1219 796 355Turn Bay Length (ft) 150Base Capacity (vph) 121 548 1114 127 1717 2451Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.98 0.82 0.74 1.20 0.65 0.56




Lane Group EBL EBT EBR WBL WBT NBT NBR SBTLane Group Flow (vph) 72 43 156 361 699 158 643 502v/c Ratio 0.46 0.10 0.33 1.00 0.56 0.29 0.69 1.04Control Delay 45.6 25.8 6.8 82.2 22.5 20.7 6.1 81.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 45.6 25.8 6.8 82.2 22.5 20.7 6.1 81.1Queue Length 50th (ft) 37 18 0 194 152 59 0 ~295Queue Length 95th (ft) 78 44 45 #370 213 106 77 #486Internal Link Dist (ft) 653 474 295 342Turn Bay Length (ft) 50 75Base Capacity (vph) 182 414 470 362 1241 539 936 482Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.40 0.10 0.33 1.00 0.56 0.29 0.69 1.04




Lane Group EBL EBT EBR WBL WBR NBT SBL SBTLane Group Flow (vph) 301 361 482 33 339 1109 199 1386v/c Ratio 0.63 0.72 0.89 0.33 0.71 0.74 0.73 0.95Control Delay 32.5 36.2 40.9 47.5 13.8 29.8 55.5 37.7Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 206.6Total Delay 32.5 36.2 40.9 47.5 13.8 29.8 55.5 244.2Queue Length 50th (ft) 147 183 186 18 0 198 55 357Queue Length 95th (ft) 240 #296 #375 46 44 250 #106 #531Internal Link Dist (ft) 1061 387 142Turn Bay Length (ft) 100 250Base Capacity (vph) 477 500 543 118 499 1494 279 1454Starvation Cap Reductn 0 0 0 0 0 0 0 510Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.63 0.72 0.89 0.28 0.68 0.74 0.71 1.47




Lane Group EBT WBT WBR NBL NBT NBR SBTLane Group Flow (vph) 150 587 280 145 744 535 1077v/c Ratio 0.21 1.10 0.38 1.20 0.59 0.60 0.60Control Delay 10.3 91.6 10.2 173.3 21.6 4.9 20.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 10.3 91.6 10.2 173.3 21.6 4.9 20.9Queue Length 50th (ft) 32 ~337 54 ~89 151 0 152Queue Length 95th (ft) 66 #530 108 #200 207 60 194Internal Link Dist (ft) 734 1192 177 1309Turn Bay Length (ft) 175Base Capacity (vph) 720 535 743 121 1258 887 1807Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.21 1.10 0.38 1.20 0.59 0.60 0.60




Lane Group EBL EBT WBL WBT WBR NBL NBT NBR SBL SBT SBRLane Group Flow (vph) 140 258 109 270 605 6 215 214 207 243 22v/c Ratio 0.25 0.14 0.21 0.19 0.62 0.02 0.28 0.42 0.91 0.87dl 0.06Control Delay 6.7 4.7 6.4 5.5 6.1 15.5 17.2 6.0 66.5 20.8 8.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 6.7 4.7 6.4 5.5 6.1 15.5 17.2 6.0 66.5 20.8 8.2Queue Length 50th (ft) 18 14 14 18 35 1 27 0 67 34 0Queue Length 95th (ft) 41 26 36 32 100 9 51 42 #183 64 13Internal Link Dist (ft) 463 400 1556 820Turn Bay Length (ft) 100 300 100 75Base Capacity (vph) 566 1844 527 1438 975 241 768 506 227 499 360Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.25 0.14 0.21 0.19 0.62 0.02 0.28 0.42 0.91 0.49 0.06

Intersection Summary# 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles.dl Defacto Left Lane. Recode with 1 though lane as a left lane.



Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBTLane Group Flow (vph) 10 59 228 480 471 78 1053 216 1804v/c Ratio 0.12 0.14 0.68 0.83 0.82 0.96 0.55 1.02 0.94Control Delay 25.5 17.5 37.5 25.5 24.3 122.4 18.3 108.4 27.1Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 54.2Total Delay 25.5 17.5 37.5 25.5 24.3 122.4 18.3 108.4 81.3Queue Length 50th (ft) 4 16 101 102 95 38 138 ~142 437Queue Length 95th (ft) 17 44 180 #281 #271 #128 179 #276 #645Internal Link Dist (ft) 355 1090 636 305Turn Bay Length (ft) 100 100Base Capacity (vph) 88 469 364 604 601 81 1929 212 1928Starvation Cap Reductn 0 0 0 0 0 0 0 0 320Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.11 0.13 0.63 0.79 0.78 0.96 0.55 1.02 1.12





















TSM ALTERNATIVE















































Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 819 387 1664 1179 334v/c Ratio 0.66 0.70 0.75 0.77 0.39Control Delay 21.5 25.9 19.7 14.7 1.6Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 21.5 25.9 19.7 14.7 1.6Queue Length 50th (ft) 158 153 236 178 9Queue Length 95th (ft) 221 271 294 217 m13Internal Link Dist (ft) 956 414 796Turn Bay Length (ft)Base Capacity (vph) 1234 551 2204 1534 860Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.66 0.70 0.75 0.77 0.39

Intersection Summarym Volume for 95th percentile queue is metered by upstream signal.



Lane Group EBL EBR WBT NBL NBT SBTLane Group Flow (vph) 118 445 819 151 1104 1354v/c Ratio 0.97 0.81 0.73 1.15 0.64 0.55Control Delay 104.8 34.1 24.9 135.4 13.7 12.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 104.8 34.1 24.9 135.4 13.7 12.9Queue Length 50th (ft) 57 177 168 ~87 152 148Queue Length 95th (ft) #162 #338 237 m#147 222 188Internal Link Dist (ft) 1219 796 355Turn Bay Length (ft) 150Base Capacity (vph) 122 550 1115 131 1717 2451Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.97 0.81 0.73 1.15 0.64 0.55








































APPENDIX E.4

SR 60 FREEWAY RAMP QUEUE SR 60 LRT ALTERNATIVE



















Lane Group EBT WBT WBR NBL NBT NBR SBTLane Group Flow (vph) 222 307 203 65 710 287 1136v/c Ratio 0.35 0.76 0.30 0.45 0.48 0.35 0.54Control Delay 14.6 34.8 6.5 27.6 16.5 3.1 16.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 14.6 34.8 6.5 27.6 16.5 3.1 16.8Queue Length 50th (ft) 58 127 18 21 124 0 143Queue Length 95th (ft) 111 #263 58 65 172 40 182Internal Link Dist (ft) 734 1204 177 1309Turn Bay Length (ft) 175Base Capacity (vph) 629 402 686 143 1466 811 2105Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.35 0.76 0.30 0.45 0.48 0.35 0.54








Lane Group EBT WBL WBT WBR NBL NBT SBL SBTLane Group Flow (vph) 58 140 439 444 34 1637 131 1184v/c Ratio 0.24 0.48 0.76 0.77 0.18 0.79 0.62 0.58Control Delay 14.7 31.3 16.7 17.5 20.4 24.2 46.4 11.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9Total Delay 14.7 31.3 16.7 17.5 20.4 24.2 46.4 12.0Queue Length 50th (ft) 10 61 49 52 11 264 64 176Queue Length 95th (ft) 38 109 160 166 35 #402 119 264Internal Link Dist (ft) 355 1096 636 305Turn Bay Length (ft) 100 100Base Capacity (vph) 297 364 639 637 184 2080 250 2041Starvation Cap Reductn 0 0 0 0 0 0 0 537Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.20 0.38 0.69 0.70 0.18 0.79 0.52 0.79




Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 479 53 999 861 750v/c Ratio 0.49 0.11 1.36 1.04 0.81Control Delay 21.7 6.2 196.8 71.0 10.7Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 21.7 6.2 196.8 71.0 10.7Queue Length 50th (ft) 85 0 ~304 ~216 0Queue Length 95th (ft) 127 22 #418 #324 #192Internal Link Dist (ft) 1064 497 1216Turn Bay Length (ft) 250Base Capacity (vph) 970 484 735 826 926Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.49 0.11 1.36 1.04 0.81




























Lane Group EBL EBT EBR WBL WBT NBT NBR SBTLane Group Flow (vph) 71 44 155 360 700 167 642 499v/c Ratio 0.46 0.11 0.33 0.99 0.56 0.33 0.69 499.00Control Delay 45.5 25.8 6.8 81.5 22.5 21.4 6.1225889.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 45.5 25.8 6.8 81.5 22.5 21.4 6.1225889.4Queue Length 50th (ft) 36 18 0 194 152 63 0 ~563Queue Length 95th (ft) 77 45 46 #369 213 114 77 #749Internal Link Dist (ft) 653 474 295 342Turn Bay Length (ft) 50 75Base Capacity (vph) 182 414 469 362 1243 508 936 1Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.39 0.11 0.33 0.99 0.56 0.33 0.69 499.00
















Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBTLane Group Flow (vph) 9 59 238 483 474 78 1054 214 1792v/c Ratio 0.12 0.16 0.71 0.83 0.82 0.96 0.55 1.03 0.93Control Delay 25.4 17.6 38.9 25.6 24.5 122.4 18.3 111.7 26.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 54.4Total Delay 25.4 17.6 38.9 25.6 24.5 122.4 18.3 111.7 81.3Queue Length 50th (ft) 3 16 107 104 98 38 138 ~140 431Queue Length 95th (ft) 16 46 #191 #286 #276 #128 179 #273 #638Internal Link Dist (ft) 355 1090 636 305Turn Bay Length (ft) 100 100Base Capacity (vph) 83 405 363 604 601 81 1929 208 1920Starvation Cap Reductn 0 0 0 0 0 0 0 0 323Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.11 0.15 0.66 0.80 0.79 0.96 0.55 1.03 1.12




Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 541 38 748 403 617v/c Ratio 0.58 0.08 1.09 0.44 0.73Control Delay 23.9 7.2 89.1 22.2 7.8Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 23.9 7.2 89.1 22.2 7.8Queue Length 50th (ft) 101 0 ~194 74 0Queue Length 95th (ft) 148 19 #298 112 84Internal Link Dist (ft) 1047 497 1216Turn Bay Length (ft) 250Base Capacity (vph) 926 454 689 917 850Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.58 0.08 1.09 0.44 0.73
















Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 541 38 748 403 617v/c Ratio 0.56 0.08 0.91 0.55 0.77Control Delay 22.7 6.9 42.2 27.0 10.1Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 22.7 6.9 42.2 27.0 10.1Queue Length 50th (ft) 98 0 163 80 0Queue Length 95th (ft) 145 19 #265 123 #115Internal Link Dist (ft) 1047 497 1216Turn Bay Length (ft) 250Base Capacity (vph) 970 473 826 735 804Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.56 0.08 0.91 0.55 0.77





WASHINGTON BOULEVARD LRT ALTERNATIVE



















APPENDIX F INTERSECTION LANE CHANGES WITH PROJECT

Eastside Traffic Lane Changes with Project

# Intersection Type Description of Change


Signalized


Signalized


Signalized


Signalized


Signalized


Signalized One EB Thru lane eliminated One WB Thru lane eliminated


Signalized


Signalized

9 Findlay Avenue / Pomona Boulevard Signalized


Signalized

11 Garfield Avenue / Via Campo Signalized

12 Garfield Avenue / San Clemente Unsignalized

13 Garfield Avenue / Via Paseo Signalized

14 Wilcox Avenue/ Pomona Boulevard Signalized

15 Wilcox Avenue / Via Campo Signalized

16 Fulton Avenue / Pomona Boulevard / SR 60 WB Off-Ramp

Unsignalized

17 Garfield Avenue / Via Acosta Signalized

18 Garfield Avenue / Beverly Boulevard Signalized

19 Garfield Avenue / Madison Avenue Signalized One SB Thru lane eliminated

20 Garfield Avenue / Via Clemente Street

Unsignalized

21 Garfield Avenue / Whittier Boulevard

Signalized One SB Thru lane eliminated One NB Thru lane eliminated



22 Whittier Avenue / Concourse Avenue

Signalized

23 Garfield Avenue / Olympic Boulevard

Signalized One NB Thru lane eliminated One NB right turn lane eliminated One SB Thru lane eliminated

24 Garfield Avenue / Ferguson Drive Signalized One SB Thru lane eliminated One NB Thru lane eliminated

25 Garfield Avenue / Flotilla Street Signalized

26 Garfield Avenue / Washington Boulevard

Signalized

27 Yates Avenue / Washington Boulevard






30 Greenwood Avenue / Washington Boulevard

Signalized One WB Thru lane eliminated One EB Thru-right changed into a right

turn lane only

31 Montebello Boulevard / Washington Boulevard


32 Bluff Road / Washington Boulevard Signalized One EB Thru lane eliminated One WB Thru lane eliminated

33 Paramount Boulevard / Washington Boulevard




35 Rosemead Boulevard / Washington Boulevard


36 Passons Boulevard / Washington Boulevard


37 Pioneer Boulevard / Washington Boulevard


38 Norwalk Boulevard / Washington Boulevard

Signalized One EB Thru lane eliminated

39 Norwalk Boulevard / Broadway Signalized

40 Broadway / Washington Boulevard Signalized One EB right turn lane eliminated



One WB Right Turn Lane Eliminated

41 Sorensen Avenue / Washington Boulevard

Signalized One EB right turn lane eliminated One WB Right Turn Lane Eliminated

42 Lambert Road / Washington Boulevard

Signalized

43 Lambert Road / Santa Fe Springs Road

Signalized

44 Putnam Street / Washington Boulevard

Unsignalized

45 Whittier Boulevard / Washington Boulevard / Santa Fe Springs Road

Signalized

46 Potrero Grande Drive / Pomona Boulevard / SR 60 WB Off-Ramps

Signalized

47 Paramount Boulevard / SR 60 EB Ramps / Neil Armstrong Street

Signalized

48 Paramount Boulevard / SR 60 WB Ramps / Town Center Drive

Signalized

49 Paramount Boulevard / Montebello Road

Signalized

50 Montebello Town Center / Montebello Boulevard

Unsignalized

51 Montebello Boulevard / SR 60 WB Ramps

Signalized

52 Plaza Drive / Montebello Boulevard

Signalized

53 Walnut Grove Avenue / San Gabriel Boulevard

Signalized

54 San Gabriel Boulevard / SR 60 WB Ramps

Signalized

55 San Gabriel Boulevard / Montebello Town Center

Signalized

56 San Gabriel Boulevard / Plaza Drive Unsignalized


Signalized

58 Merced Avenue / SR 60 WB Ramps / Santa Anita Avenue

Signalized



59 SR 60 EB Ramps / Durfee Avenue Signalized

60 Durfee Avenue / Slack Road Signalized

61 Durfee Avenue / Ferndon Street Unsignalized

62 Durfee Avenue / SR 60 WB Ramps Signalized

63 Peck Road / Durfee Avenue Signalized Assumed WBR lane in Build Alternative

APPENDIX M

Supplemental Traffic Memorandum

\ AECOM

515 S Flower, 4th Floor

Los Angeles, CA 90071

www.aecom.com

213 330 7200 tel

213 330 7201 fax Memorandum

This memorandum is in response to Caltrans’ comments on Chapter 3, Transportation Impacts and

Mitigation, of the Admin Draft EIS/EIR for the Eastside Transit Corridor Phase 2 Project.

Comment #25:

Caltrans requests the 85th percentile for ramp queue lengths to be provided in addition to the 50

th and

95th percentile queue lengths already provided.

The methodology for evaluating impacts on freeway off-ramps considers the length of vehicles

queued as a result of the controlling off-ramp intersection. Both 50th and 95

th percentile queue

lengths (average and theoretical maximum) were determined based on the HCM methodology using

the results of the intersection LOS output. Since the HCM methodology does not provide guidance

on calculating the 85th percentile queues, the 85

th percentile queues were estimated through linear

interpolation from the 50th and 95

th percentile queues.

The results of the freeway off-ramp analysis for existing conditions and all project scenarios are

shown in Tables 1 through 5 below, including 2010 existing, 2035 No Build Alternative, 2035 TSM

Alternative, 2035 SR 60 Alternative, and 2035 Washington Boulevard Alternative conditions. All

locations would not have maximum queues that exceed the available queuing space during either the

weekday AM or PM peak hours for all analysis periods and project alternatives:. Queue length

calculations are attached.

Comment #26:

Caltrans also requested the available storage length to be verified for the SR 60 eastbound off-ramp

to Atlantic Boulevard due to a perceived potential for vehicle queue spillover onto the SR 60 freeway

mainline.

The eastbound Altantic Boulevard off-ramp has approximately 2,000 feet of available queueing

distance. A site visit was conducted on Thursday, June 20th, 2013 from 5:00 to 5:30 PM at the SR 60

eastbound off-ramp at Atlantic Boulevard. During observation, the controlling intersection provided

sufficient green time for the eastbound approach to clear the queue after every signal cycle. In

addition, downstream intersections were not observed to have overflowing queues extending to the

Atlantic Boulevard/SR 60 Eastbound off-ramp intersection; as such, downstream intersections did not

back up queues for the SR 60 eastbound off-ramp. .

To Laura Cornejo, Director, LA Metro Pages 6

CC

Subject

Eastside Transit Corridor Phase 2 – Supplemental Traffic Memorandum in

Response to Caltrans Comments

From AECOM

Date September 29, 2013

Table 1. 2010 Existing Conditions Freeway Off-Ramp Analysis

# Off-Ramp Location Controlling Intersection Approach

Available Storage Length (feet)

Percentile AM Queue

Length (feet)

PM Queue Length (feet)

3 SR 60 EB Off-Ramp to Atlantic

Boulevard Eastbound 2,000

50th 126 137

85th 264 277

95th 303 317

4 SR 60 WB Off-Ramp to Atlantic

Boulevard/1st Street

Westbound 2,000

50th 163 186

85th 256 273

95th 282 298

46 SR 60 WB Off-Ramp to EB Potrero

Grande Drive Northeast 1,500

50th 89 47

85th 182 96

95th 209 110

47 SR 60 EB Off-Ramp to Paramount


50th 129 355

85th 246 570

95th 279 631

48 SR 60 WB Off-Ramp to Paramount

Boulevard Westbound 2,340

50th 64 246

85th 134 437

95th 154 491

51 SR 60 EB Off-Ramp to San Gabriel

Boulevard Southbound 1,600

50th 66 78

85th 128 179

95th 146 208

54 SR 60 WB Off-Ramp to San Gabriel


50th 68 155

85th 209 365

95th 249 425

57 SR 60 EB Off-Ramp to Santa Anita

Avenue Eastbound 1,450

50th 68 80

85th 112 125

95th 125 138

58 SR 60 WB Off-Ramp to Santa Anita

Avenue Westbound 1,250

50th 106 142

85th 143 187

95th 153 200

59 SR 60 EB Off-Ramp to Durfee

Avenue Southbound 1,400

50th 140 98

85th 219 148

95th 241 162

62 SR 60 WB Off-Ramp to Durfee


50th 15 116

85th 52 226

95th 62 257

Source: AECOM 2013. Note: The 85th

percentile queue was calculated from the 50th and 95

th percentile queues. Ramps chosen to

be analyzed are located near proposed stations where changes in ramp volumes may occure. The SR 60 eastbound off-ramps of

Findlay and Garfield Avenue, and the westbound Potrero Grande Boulevard off-ramps are located near stations, but are

uncontrolled and not included in this analysis. All other ramps in the project area are not expected to have a change in operations.

EB = Eastbound WB = Westbound

Table 2. 2035 No Build Conditions Freeway Off-Ramp Analysis



Percentile AM Queue

Length (feet)




50th 208 352

85th 316 578

95th 347 642



Westbound 2,000

50th 287 169

85th 381 223

95th 408 238



50th 254 346

85th 424 530

95th 472 583



50th 156 516

85th 289 823

95th 327 911



50th 114 391

85th 209 583

95th 236 638



50th 75 101

85th 143 225

95th 162 260



50th 141 298

85th 342 636

95th 399 732



50th 85 101

85th 132 152

95th 145 166



50th 130 170

85th 171 221

95th 183 236



50th 178 120

85th 265 175

95th 290 191



50th 26 134

85th 67 260

95th 79 296

Note: The 85th percentile queue was calculated from the 50

th and 95

th percentile queues. Ramps chosen to be analyzed are

located near proposed stations where changes in ramp volumes may occure. The SR 60 eastbound off-ramps of Findlay and

Garfield Avenue, and the westbound Potrero Grande Boulevard off-ramps are located near stations, but are uncontrolled and not

included in this analysis. All other ramps in the project area are not expected to have a change in operations.


Table 3. 2035 TSM Conditions Freeway Off-Ramp Analysis



Percentile AM Queue

Length (feet)




50th 188 311

85th 300 452

95th 332 492



Westbound 2,000

50th 289 168

85th 384 222

95th 411 237



50th 252 346

85th 420 530

95th 468 582



50th 158 512

85th 289 816

95th 327 903



50th 112 388

85th 208 580

95th 235 635



50th 75 99

85th 149 222

95th 170 257



50th 135 293

85th 335 630

95th 392 726



50th 85 101

85th 132 152

95th 145 166



50th 131 168

85th 172 219

95th 184 233



50th 178 119

85th 265 173

95th 290 189



50th 26 133

85th 67 257

95th 79 293


th and 95






Table 4. 2035 SR 60 LRT Alternative Conditions Freeway Off-Ramp Analysis



Percentile AM Queue

Length (feet)




50th 187 308

85th 300 445

95th 332 484



Westbound 2,000

50th 289 167

85th 384 221

95th 411 236



50th 254 346

85th 422 530

95th 470 582



50th 163 511

85th 259 819

95th 286 907



50th 145 400

85th 282 592

95th 321 647



50th 75 99

85th 140 222

95th 158 257



50th 101 309

85th 276 654

95th 326 753



50th 85 101

85th 135 152

95th 149 167



50th 233 182

85th 298 236

95th 316 252



50th 179 122

85th 265 178

95th 290 194



50th 84 138

85th 148 264

95th 166 300


th and 95






Table 5. 2035 Washington Boulevard LRT Alternative Conditions Freeway Off-Ramp Analysis



Percentile AM Queue

Length (feet)




50th 187 303

85th 300 438

95th 332 476



Westbound 2,000

50th 289 167

85th 384 221

95th 411 236


th and 95






Queue Length Calculations















































Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 673 318 1551 964 312v/c Ratio 0.93 0.61 1.37 1.13 0.51Control Delay 45.5 9.2 196.8 106.0 13.9Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 45.5 9.2 196.8 106.0 13.9Queue Length 50th (ft) 137 0 ~546 ~311 42Queue Length 95th (ft) #241 76 #678 m#381 m72Internal Link Dist (ft) 956 414 796Turn Bay Length (ft)Base Capacity (vph) 727 520 1134 855 611Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.93 0.61 1.37 1.13 0.51




Lane Group EBL EBR WBT NBL NBT SBTLane Group Flow (vph) 99 351 763 140 997 1107v/c Ratio 0.81 0.98 1.06 1.00 0.69 0.54Control Delay 77.7 69.6 76.6 52.8 19.3 16.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 77.7 69.6 76.6 52.8 19.3 16.8Queue Length 50th (ft) 48 134 ~186 50 288 137Queue Length 95th (ft) #134 #305 #298 m62 m232 177Internal Link Dist (ft) 1219 796 355Turn Bay Length (ft) 150Base Capacity (vph) 122 358 721 140 1438 2054Starvation Cap Reductn 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0Reduced v/c Ratio 0.81 0.98 1.06 1.00 0.69 0.54








Lane Group EBL EBT EBR WBL WBR NBT SBL SBTLane Group Flow (vph) 264 313 405 28 305 1011 162 1130v/c Ratio 0.53 0.60 0.66 0.26 0.68 0.71 0.61 0.80Control Delay 28.7 30.5 17.2 44.0 13.0 29.9 48.7 25.2Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 150.6Total Delay 28.7 30.5 17.2 44.0 13.0 29.9 48.7 175.9Queue Length 50th (ft) 123 149 83 15 0 178 44 252Queue Length 95th (ft) 203 241 187 40 40 233 #84 #374Internal Link Dist (ft) 1061 387 142Turn Bay Length (ft) 100 250Base Capacity (vph) 494 518 613 154 519 1434 277 1410Starvation Cap Reductn 0 0 0 0 0 0 0 562Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.53 0.60 0.66 0.18 0.59 0.71 0.58 1.33




Lane Group EBT WBT WBR NBL NBT NBR SBTLane Group Flow (vph) 125 504 253 128 642 456 876v/c Ratio 0.16 0.87 0.32 0.81 0.53 0.55 0.51Control Delay 7.4 36.3 7.5 61.2 21.5 4.8 20.5Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 7.4 36.3 7.5 61.2 21.5 4.8 20.5Queue Length 50th (ft) 19 210 36 56 128 0 120Queue Length 95th (ft) 46 #410 81 #157 180 58 157Internal Link Dist (ft) 734 1192 177 1309Turn Bay Length (ft) 175Base Capacity (vph) 759 578 779 159 1202 822 1727Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.16 0.87 0.32 0.81 0.53 0.55 0.51








Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBTLane Group Flow (vph) 8 50 200 424 417 69 914 180 1482v/c Ratio 0.10 0.12 0.62 0.70 0.69 0.60 0.47 0.81 0.75Control Delay 24.4 11.8 35.3 12.9 12.5 47.1 17.4 64.6 15.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.1Total Delay 24.4 11.8 35.3 12.9 12.5 47.1 17.4 64.6 19.5Queue Length 50th (ft) 3 7 86 36 33 28 120 93 292Queue Length 95th (ft) 14 31 155 138 132 #99 157 #205 388Internal Link Dist (ft) 355 1090 636 305Turn Bay Length (ft) 100 100Base Capacity (vph) 93 480 367 646 642 115 1963 223 1972Starvation Cap Reductn 0 0 0 0 0 0 0 0 404Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.09 0.10 0.54 0.66 0.65 0.60 0.47 0.81 0.95
































































Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 820 388 1682 1198 334v/c Ratio 0.89 0.90 0.89 0.63 0.34Control Delay 37.9 48.0 21.7 9.0 1.3Queue Delay 0.0 0.0 7.9 0.0 0.0Total Delay 37.9 48.0 29.6 9.0 1.3Queue Length 50th (ft) 184 168 345 151 8Queue Length 95th (ft) #290 #352 #487 183 m13Internal Link Dist (ft) 956 414 796Turn Bay Length (ft)Base Capacity (vph) 925 433 1893 1893 983Starvation Cap Reductn 0 0 196 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.89 0.90 0.99 0.63 0.34




















































































































































Lane Group EBT WBT WBR NBL NBT NBR SBTLane Group Flow (vph) 222 307 203 65 710 287 1136v/c Ratio 0.35 0.76 0.30 0.45 0.48 0.35 0.54Control Delay 14.6 34.8 6.5 27.6 16.5 3.1 16.8Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 14.6 34.8 6.5 27.6 16.5 3.1 16.8Queue Length 50th (ft) 58 127 18 21 124 0 143Queue Length 95th (ft) 111 #263 58 65 172 40 182Internal Link Dist (ft) 734 1204 177 1309Turn Bay Length (ft) 175Base Capacity (vph) 629 402 686 143 1466 811 2105Starvation Cap Reductn 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0Reduced v/c Ratio 0.35 0.76 0.30 0.45 0.48 0.35 0.54








Lane Group EBT WBL WBT WBR NBL NBT SBL SBTLane Group Flow (vph) 58 140 439 444 34 1637 131 1184v/c Ratio 0.24 0.48 0.76 0.77 0.18 0.79 0.62 0.58Control Delay 14.7 31.3 16.7 17.5 20.4 24.2 46.4 11.0Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9Total Delay 14.7 31.3 16.7 17.5 20.4 24.2 46.4 12.0Queue Length 50th (ft) 10 61 49 52 11 264 64 176Queue Length 95th (ft) 38 109 160 166 35 #402 119 264Internal Link Dist (ft) 355 1096 636 305Turn Bay Length (ft) 100 100Base Capacity (vph) 297 364 639 637 184 2080 250 2041Starvation Cap Reductn 0 0 0 0 0 0 0 537Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.20 0.38 0.69 0.70 0.18 0.79 0.52 0.79




























Lane Group EBL EBT EBR WBL WBT NBT NBR SBTLane Group Flow (vph) 71 44 155 360 700 167 642 499v/c Ratio 0.46 0.11 0.33 0.99 0.56 0.33 0.69 499.00Control Delay 45.5 25.8 6.8 81.5 22.5 21.4 6.1225889.4Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0Total Delay 45.5 25.8 6.8 81.5 22.5 21.4 6.1225889.4Queue Length 50th (ft) 36 18 0 194 152 63 0 ~563Queue Length 95th (ft) 77 45 46 #369 213 114 77 #749Internal Link Dist (ft) 653 474 295 342Turn Bay Length (ft) 50 75Base Capacity (vph) 182 414 469 362 1243 508 936 1Starvation Cap Reductn 0 0 0 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.39 0.11 0.33 0.99 0.56 0.33 0.69 499.00
















Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBTLane Group Flow (vph) 9 59 238 483 474 78 1054 214 1792v/c Ratio 0.12 0.16 0.71 0.83 0.82 0.96 0.55 1.03 0.93Control Delay 25.4 17.6 38.9 25.6 24.5 122.4 18.3 111.7 26.9Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 54.4Total Delay 25.4 17.6 38.9 25.6 24.5 122.4 18.3 111.7 81.3Queue Length 50th (ft) 3 16 107 104 98 38 138 ~140 431Queue Length 95th (ft) 16 46 #191 #286 #276 #128 179 #273 #638Internal Link Dist (ft) 355 1090 636 305Turn Bay Length (ft) 100 100Base Capacity (vph) 83 405 363 604 601 81 1929 208 1920Starvation Cap Reductn 0 0 0 0 0 0 0 0 323Spillback Cap Reductn 0 0 0 0 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0 0 0 0 0Reduced v/c Ratio 0.11 0.15 0.66 0.80 0.79 0.96 0.55 1.03 1.12




Lane Group EBL EBR NBT SBT SBRLane Group Flow (vph) 541 38 748 403 617v/c Ratio 0.58 0.08 1.09 0.44 0.73Control Delay 23.9 7.2 89.1 22.2 7.8Queue Delay 0.0 0.0 0.0 0.0 0.0Total Delay 23.9 7.2 89.1 22.2 7.8Queue Length 50th (ft) 101 0 ~194 74 0Queue Length 95th (ft) 148 19 #298 112 84Internal Link Dist (ft) 1047 497 1216Turn Bay Length (ft) 250Base Capacity (vph) 926 454 689 917 850Starvation Cap Reductn 0 0 0 0 0Spillback Cap Reductn 0 0 0 0 0Storage Cap Reductn 0 0 0 0 0Reduced v/c Ratio 0.58 0.08 1.09 0.44 0.73






























APPENDIX M

Response to Caltrans Comment – SR 60 Freeway

Response to Caltrans Comment – SR 60 Freeway

Per Caltrans request, the following conceptual drawing reflects accommodation of potential SR 60 freeway expansion. It does not reflect the Proposed Project.

V

V

VV V

VV V

VV

V

V

V

V

V

V

V

387.8

345.6

372.6

338.5

341.3

355.7355.0

358.3

358.9

293.6

292.6

297.2

302.6

302.1

299.9

298.0

356.0

355.3

310.8

302.8

342.3

343.1

368.6

380.9

384.5

386.8

386.7386.8

386.8

437.6

465.4

391.7

387.4

373.7

370.9

113+00 114+00 115+00 116+00 117+00 118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 141+00 142+00 143+00 144+00 145+00 146+00 147+00 148+00 149+00 150+00 151+00 152+00 153+00 154+00 155+00 156+00 157+00 158+00 159+00 160+00 161+00 162+00 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 172+00 173+00 174+00 175+00 176+00 177+00 178+00 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 187+00 188+00 189+00 190+00 191+00 192+00 193+00 194+00 195+00 196+00 197+00 198+00 199+00 200+00 201+00 202+00

114

+65.0

0

BV

C

EL 313.0

2

117

+7

0.0

0

EL 321.5

0

120

+7

5.0

0

EV

C

EL 338.4

7

121+87.2

5

BV

C

EL 34

4.7

1

124

+29.7

5

EL 358.2

0

126

+7

2.2

5

EV

C

EL 360.6

2

131+95.0

0

BV

C

EL 365.8

5

133

+00.0

0

EL 366.9

0

134

+05.0

0

EV

C

EL 369.4

0

137

+95.0

0

BV

C

EL 37

8.6

6

139

+00.0

0

EL 381.1

5

14

0+05.0

0

EV

C

EL 382.2

0

14

5+85.0

0

BV

C

EL 388.0

0

14

7+00.0

0

EL 389.1

5

14

8+15.0

0

EV

C

EL 388.5

7

154

+83.6

8

BV

C

EL 385.2

3

157

+7

8.6

8

EL 383.7

6

160

+7

3.6

8

EV

C

EL 393.6

6

17

1+4

5.0

0

BV

C

EL 4

29.6

4

17

4+00.0

0

EL 4

38.2

0

17

6+55.0

0

EV

C

EL 4

36.2

7

192

+85.0

0

BV

C

EL 4

23.9

4

195

+50.0

0

EL 4

21.9

4

198

+15.0

0

EV

C

EL 4

06.0

4

2.78%

5.56%

1.00%

2.37%

1.00%-0.50%

3.36%

-0.76%

-6.00%L = 610'

G1=2.780%

G2=5.563%

L = 485'

G1=5.563%

G2=1.000%

L = 210'

G1=1.000%

G2=2.374%

L = 210'

G1=2.374%

G2=1.000%L = 230'

G1=1.000%

G2=-0.500%

L = 590'

G1=-0.500%

G2=3.358%

L = 510'

G1=3.358%

G2=-0.756%

L = 530'

G1=-0.756%

G2=-6.000%

ST

A 201+4

3.0

0

FO

RW

AR

DS

TA 201+51.7

0

BA

CK

=S

TA

TIO

N

EQ

UA

TIO

N:

EDISON

EASEMENT

EDISON

EASEMENT

EDISON

EASEMENT

EDISON

EASEMENT

CIT

Y

OF

MO

NTER

EY P

AR

K

CIT

Y

OF

MO

NTEB

ELLO

CITY OF MONTEREY PARK

CITY OF MONTEBELLO

CITY OF MONTEREY PARK

CITY OF MONTEBELLO

EDISON

EASEMENT

EDISON

EASEMENT

EDISON

EASEMENT

EDISON

EASEMENT

STA 114+59.00

STA 190+42.38

STA 111+73.00

N20°39'2

8.7

0"

W

N01°

58'16.6

6"E

STA 189+12.38

STA 147+76.09

STA 177

+14.26

10'x15' COLUMNSTA 139

+91.09


+86.09


+76.09

10' DIAMETERSTA 137

+75.09

10' DIAMETERSTA 135

+75.09

10' DIAMETERSTA 133

+75.09

10' DIA

METERSTA 1

79+14.

26

10'x15' COLUMN

STA 181+58.26

10'x15' COLUMN

STA 184+51.26

10' DIAMTER

STA 186+51.26

7' DIAMETER

STA 187+82.38

10' DIAMETER

STA 131+25.09

7' DIAMETER

STA 129+25.09

7' DIAMETER

STA 127+75.007' DIAMETER

STA 126+25.00

7' DIAMETER

STA 124+75.00

7' DIAMETER

STA 120+31.00

7' DIAMETER

STA 118+88.00

7' DIAMETER

STA 117+45.007' DIAMETER

STA 116+02.00

7' DIAMETER

STA 191+72.38

7' DIAMETER

STA 193+15.96

7' DIAMETER

STA 194+59.95

7' DIAMETERSTA 19

5+94.55

7' DIAMETERSTA 19

7+37.70

7' DIAMETERSTA 19

8+56.86

7' DIAMETERSTA 20

0+27.03

7' DIAMETERSTA 20

1+49.82

7' DIAMETERSTA 20

2+98.79 7' DIA

METERSTA 204+39.

067' DIAMETERSTA 205

+79.33

7' DIAMETER

STA 123+25.00

7' DIAMETER

STA 121+75.00115+00

120+00

125+00

130+00

135+00

140+00

145+0

0

150+00

155+00

160+00

165+00

170+00175+00

180+0

0

185+00

190+00

195+00

200+00

123

+34.3

2

PT

130

+49.8

5

TS

131+

54.8

5

SC

135

+65.8

5

CS

136

+70.8

5

ST 137

+75.5

8

TS

139

+40.5

8S

C

140

+86.4

4C

S

142+

51.4

4

ST

143+

62.0

5

TS

145+

27.0

5S

C

146

+97.7

3C

S

148

+62.7

3S

T

164

+20.4

9TS

165

+85.4

9S

C 172

+09.0

7

CS

173

+74.0

7

ST

175

+08.6

7

TS

176

+73.6

7

SC

179+

09.2

8

CS

180+

74.2

8

ST

181+

74.8

6

TS

183+

39.8

6

SC

184

+71.8

3

CS

186

+36.8

3

ST

191+

63.5

9

TS

193

+63.5

9

SC

199

+47.2

9C

S

201+

47.2

9S

T 201+

51.7

0P

OE

ST

A 131+25.0

9

ST

A 129

+25.0

9

ST

A 127

+7

5.0

0

ST

A 133

+7

5.0

9

ST

A 135

+7

5.0

9

ST

A 137

+7

5.0

9

ST

A 139

+91.0

9

ST

A 14

2+86.0

9

ST

A 17

7+14.2

6

ST

A 181+58.2

6

ST

A 184

+51.2

6

ST

A 186

+51.2

6

ST

A 187

+82.3

8

ST

A 189

+12.3

8

ST

A 191+7

2.3

8

ST

A 193

+15.9

6

ST

A 126

+25.0

0

ST

A 123

+25.0

0

ST

A 121+7

5.0

0

ST

A 120

+31.0

0

ST

A 118

+88.0

0

ST

A 117

+4

5.0

0

143'143'143'143'

ST

A 116

+02.0

0

ST

A 114

+59.0

0

ST

A 113

+16.0

0

ST

A 197

+37.7

0

ST

A 198

+86.8

6

ST

A 200

+27.0

3

ST

A 201+4

9.8

2

ST

A 190

+4

2.3

8

ST

A 194

59.9

5

ST

A 195

+94.5

5

295' 290'

ST

A 14

5+7

6.0

9

200'

ST

A 14

7+7

6.0

9

ST

A 17

9+14.2

6

250' 200' 200' 216'

244'200' 293' 130' 130' 130' 143.58' 143.99' 134.60' 143.15' 149.16' 140.17' 122.79' 140.27'200' 131.12'

150'150'144'143'143'

ST

A 124

+7

5.0

0

200'150.09'150'150'

VERTICAL SCALE: 1"=25'

HORIZONTAL SCALE: 1"=100'

TO

T/

R

CL

EA

RA

NC

E

TO

T/

R

CL

EA

RA

NC

E

TO

T/

R

CL

EA

RA

NC

E

TO

T/

R

CL

EA

RA

NC

E

TO

EO

H

CL

EA

RA

NC

E

RT STA 21+46.61

WIRE EL 357.56'

150

160

170

180

190

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340

350

360

370

380

390

400

410

420

430

440

450

460

470

480

490

500

510

520

530530

150

160

170

180

190

200

210

220

230

240

250

260

270

280

290

300

310

320

330

340

350

360

370

380

390

400

410

420

430

440

450

460

470

480

490

500

510

520

530530

R=2500'

V=40 MPH R=700'

V=35 MPH

R=900'

V=35 MPH

R=4600'

V=55 MPH

R=700'

V=35 MPH

R=1500'

V=40 MPH

PROPOSED METRO R/W

BOTTOM OF STRUCTURE

ABUTMENT BOTTOM OF STRUCTURE

OG

ABUTMENT

T/R RT TRACK

T/R RT TRACKRETAINING WALL

39'

26'

31'

27'

SR 60 FWY

SR 60 FWY

SR 60 FWY

SR 60 FWY

SR 60 FWY

SR 60 FWY

SR 60 FWY

SR 60 FWY

NEW 114+29.75 = OLD 114+29.75

JOIN ORIGINAL ALIGNMENTMETRO R/W

PROPOSED

MSE WALL

CALTRANS R/W

CALTRANS R/W

PROPOSED FREEWAY WIDENING

NEW 201+51.70= OLD 201+43.00

JOIN ORIGINAL ALIGNMENT

CALTRANS R/W R=696'

V=35 MPH

R=30000'

V=45 MPH

CIT

Y

OF

MO

NTEBELLO

CIT

Y

OF

MO

NTEREY PARK

MA

RKL

AN

D

DR.

VAIL AVE

VIA PALERMOVIA PALERMO

GREENWOOD AVE

PAR

AM

OU

NT

BLV

D

TOWN CENTER DR

VIA CAMPO

SR 60 FWY

39'

GREEN

WOOD

AVE

10' SHOULDER19' CENTER MEDIAN6 - 12' WIDE LANES PROPOSED WB FWY LAYOUT:

4' SHOULDER 8' CENTER MEDIAN5 - 11' WIDE LANES EXISTING WB FWY LAYOUT:

113+00

ST

A 113

+16.0

0

202+00

10' SHOULDER19' CENTER MEDIAN6 - 12' WIDE LANES PROPOSED EB FWY LAYOUT:

9' SHOULDER 8' CENTER MEDIAN5 - 11' WIDE LANES EXISTING EB FWY LAYOUT:

12'12'12'12'12'

12'

12'

12'

12'

12'

12'

12'

14'

10'

10'

10' DIAMETER

10' DIAMETER

25'

H=51.88'

EXIST GND (318.69')

EXIST WIRE (370.57')

H=94.14'

EXIST GND (284.89')


H=75.33

EXIST GND (297.45')


H=66.01'

EXIST GND (296.92')


H=37.56'

EXIST GND (320.00')


H=30.87'

EXIST GND (403.42')EXIST WIRE (434.29')

H=28.13'EXIST GND (399

.44')EXIST WIRE (427.57')H=27.87

'EXIST GND (402

.24')EXIST WIRE (430

.11')



.31')



.71')


.01')EXIST WIRE (383.37')H=33.61'EXIST GND (400


.06')

H=47.00'

EXIST GND (335.09')EXIST WIRE (382.09')

Date post:	12-Jul-2018
Category:	Documents
Upload:	duonghanh
View:	223 times
Download:	0 times

HCM Signalized Intersection Capacity Analysis 8: Gerhart...

Documents