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HomeMy WebLinkAboutApplication Files_82693_pg0342 2: 1-291 WB Ramps & Route 5 HCM Signalized Intersection Capacity Analysis 2015 Build Weekday PM Peak Hour I t I Lane Configurations f t tt. r Ideal Flow(uphpf} 1900 1900 1900- 1900 1900 1000 b. . _ _- Total Lost time(s) 40 4.0 4.0 4.0 4.0 4.0 Lane UtiE. Factor 0.97 1.00 1,00 0.95 0.95 ,1.00 Vi Frt 1.00 0.85 1.00 1.00 100 0.85 Fit Protected 0.95 1-.00 0.95 1.00 1 00 1.00 Satd. Flow(prot) 3213 1482 1736 3471 3505 1568 Fit Permitted 0.95 1,00 0.95 1.00 <`'1.00 1.00 Satd. Flow(perm) 3213 '1482 1736 3471 3505 1568 Voluriae(vph) 190 - 95 �175 9-55 9,15 510` Peak-hour factor, ICI It 0.83 0.83 0.95 0.95 0.92 0.92 Adj.Flow(vph) 229 1,14 500 100<-) 005 554 RTOR Reduction (vph) 0 99 0 0 0 0 Lane'Group Flow(vph) 229 15 500 1005 "` 995 554 Heavy Vehicles(%) 9% 9% 4% 4% 3% 3% Turn Type Perm Prot Free '`," Protected Phases 4 1 2 2 Permitted Phases 4 Free : a : Actuated Green, G (s) 10 6 10.6 31.4 32.7 32.7 90.0 EffeC11 ve Green,g (s) 12 0 12.0 M.4 34.6 34.6 Actuated g/C Ratio 0.13 0.13 0.35 0.38 0.38 1.00 Clearance Times 5.4 5.4 4.0 ,5.9 5.9 Clea ._, ,.,. w } Vehicle Extension (s) 2.0 2.0 1.5 3.0 3.0 Lane'Grp'Cap(vph) 428 198 606 1334 1347 1568 v/s Ratio Prot c0.07 c0.29 c0.29 0.28 0.01 0.35 v/s Ratio Perm .r.f - a :, 's.E'w s Ran; v/cRatio 0.54 0.08 0.83 0.75 0.74 0.35 Uniform Delay,d1 06.4 34.1 26.8 24.0 23.8 0.0 Progression Factor -1.00 1.00 0.80 1.19 0.89 '1.00 Incremental DeIlay;.d2 0.6 0A 6.8 3.1 2.8 0.5 au_.." 'A ,11-. _ Delay(s) 37.0 34.2 28.3 31.8 24.0 0.5 Level of Service 1) C G C C A Approach Delay 361 30.6 '15.6 Approach LOS D C B HCM Average Control Delay ry 24.3 HGM Level of Service �G _ HCM Volume to Capacity ratio 0Y5 Actuated Cycle Length(s), 90.0 ; £arum of lost time(s) 12.0 Intersection Capacity Utilization 69 1% 1(,U Level of;service C Anal sis Period//min.` � � � 15M ..y. 1 .t,aw` ...�, _ .. :tia�aa t .e 'T:e :tT�sSea"��-a:�q�s c Critical Lane Group J-.\72189.10\tech\Traffic\synchro\2015 B-PM.sy7 Synchro 6 Report VHB, Inc.