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Home My WebLink AboutApplication Files_82693_pg0345 2: 1-291 WB Ramps & Route 5 Signal Timings and Queues 2015 Build Weekday AM Peak Hour (with Mitigations) ` 4% t Lane Configurations tt tt Volume`(�phj, . 325 185 365 735 855 870 'z Lane Group Flow(vph) 406 231 468 942 972 989 Turn Type Perm' Pra# �>.. � heNO � .tt_} Protected Phases 4 1 h 2 2 Permitted F}rases, 4 Free - 12 Detector Phases 4 4 1 2 2 Minimum Initial N 6:0 15 0 15 0- O . � 41- _. Minimum Split(s) 15.0 15.0 11.0 21.0 21.0 Total Split{s) 18.0 1&0 36 0 36,0 36.0 0 0 =� r � Total Split(%) 20.0% 20.0% 40.0% 40.0% 40.0% 0 0% Yellow Time s 3:;6 36, 3.0 4.7 4 7 Y _,. r. .,..{ ) w All-Red Time(s) 1.8 1.8 1.0 1.2 1.2 Lead/La 9 9 .. --'I- ... g Lead' .La . La ` Lead-Lag Optimize? sue Recall.Nlode. None, None None C Ma�t ;ltlla' ; v/c Ratio 0.81 0.54 0.86 0.75 0.78 0.68 M Control Delay 51.1 10:1 440 18;.0 T-I 25 5 x Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Tota}Delay 51.1 10.1 440 18.0 25 5 rNE t W � r Queue Length 50th(ft) 115 0 177 190 291 56 Queue Lengthm95th{ft) 145 41 238 200 m341 m260 ENA M Internal Link Dist(ft) 1370 1391 1360 Turn.BayLengfh (fa) 250 .350 875 � � - � M Base Capacity(vph) 509 430 583 1257 1246 1455 Starvation Cap.'Reductn 0 = 0; 0 � 0 0 0 a � � 11 �: SpiIlback Cap Reductn 0 0 0 0 0 0 '�N 5torage;Cap Reductn, 0 0 0 0 Reduced v/c Ratio 0.80 0.54 0.80 0.75 0.78 0.68 - . Cycle Length: 90 Actuated Cycle;Length 90 Offset:48(53%) Referenced to phase 2:NBSB,Start of Green PIM NatuiahCycle:,75 - � k Control Type.Actuated-Coordinated m Volume.for 95#h percentile queue is metered,6y`upstrea SSplits and Phases: 2: 1-291 WB Ramps&Route 5 Q1 It @2 m4 J:\72189.10\tech\Traffic\synchro\2015 B-AM with mitigations..sy7 Synchro 6 Report VHB, Inc.