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Home My WebLink AboutApplication Files_82693_pg0335 2: 1-291 WB Ramps & Route 5 Signal Timings and Queues 2010 Existing Weekday PM Peak Hour 4% �` �► Lane Configurations tt tt r _ _ Volume(vph} 180 90 420 910 870 480'� fi. .._ v Lane Group Flow(vph) 217 108 442 958 946 522 Perm Prot FreeEf , Turn Type -- . Protected Phases 4 1 2 2 Permitted.P,hases. 4 Free w Detector Phases 4 4 1 2 2 Minimum initial(e) 9.0 9.0 6,0 15 0 15.0 Minimum Split(s) 15.0 15.0 11.0 21.0 21.0 Total Split(s} 33 0 33.0 35.0 22 0 22 0 0 0 ,.n4 � a A x 7 :a Total Split(%) 36.7% 36.7% 38.9% 24 4% 24 4% 0 0% Yellow Time(s) 3.6, 3 6 3 0 4 �::: _ ,_, 'E f All-Red Time(s) 1 8 1.8 1.0 1.2 1.2 Lead%Lag. Lead ag Lag_ WL;� E :mayWE " RUT MR'A s Lead-Lag Optimize? Yes Yes Yes _ 'Recall Made � None None None C-Max C-MOW, v/c Ratio 0.52 0.38 0.81 0.65 0.64 0.33 Co.ntroG'Delay 408 112 30;8 30.1 24.1 0 4 � .., ,. ._ . Queue Delay 0.0 0.0 0.0 0.0 0 0 0.0 Total Delay - 40:8 11=2 30.8 30 1 24 1 Queue Length 50th (ft) 60 0 190 166 141 0 Queue Length 95th(ft) . _. 84 36 350 #388 #36 0 Internal Link Dist(ft) 1370 1391 1360 Turn.Bay Length (' 250 350 Base Capacity(vph) 1035 551 617 1467 1482 1568 StarvationCap Retluctri . 0 0 D 0 0 � . Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap°Reductn' 0. 0 0 0 0 0 �� _;_.#......£k i �. Reduced v/c Ratio 0.21 0.20 0.72 0.65 0.64 0.33 ) �� Cycle Length: 90 Actuated Cycle Length: 90 _.:. . _ a. Offset: 15(17%°), Referenced to phase 2 NBSB, Start of Green at Nural Cycle:60 Control Type:Actuated-Coordinated la # 95fh ercentile volume exceeds ca acit , ueue may be Ian e _ �3 Queue shown is maximum after two cycles. Splits and Phases: 2: 1-291 WB Ramp+ss&Route 5 l m1 I m2 "A ©4 J:\72189.10\tech\Traffic\synchro\2010 EX-PM.sy7 Synchro 6 Report VHB, Inc.