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Home My WebLink AboutApplication Files_82693_pg0347 2: 1-291 WB Ramps & Route 5 Signal Timings and Queues 2015 Build Weekday PM Peak Hour (with Mitigations) OW Lane Configurations tt tt . � Volume(vph) 190 95 475 955 915 510 � �a Lane Group Flow(vph) 229 114 500 1005 995 554 Turn Type Perm Prot Free � � Protected Phases 4 1 2 2 Permitted Phases 4 Free _ F ., . � Detector Phases 4 4 1 2 2 w. 13Isgm , - Minimum Initial(s) 9.0 9.0 6.0 15.0 1'5 0 Minimum Split(s) 15.0 15.0 11.0 21.0 21.0 Iota( Split(s) 15d 150 39.0 36.0 36.0 0 0 Total Split(%) 16.7% 16.7% 43 3% 40.0% 40.0% 0.0% Yellow Time(s) 3.6 3:6 3;0 4.7 447, s � . . All-Red Time (s) 1.8 1.8 1.0 1.2 1.2 Lead{Lag Lead Lag Lag .,_.« ;_ Lead-Lag Optimize? Recall Mode None None None C-Max C-Max .r - v/c Ratio 0.59 0.41 0.93 0.66 0.65 0.35 M i Control';Det 44:4 12.2 49.3 18.4 25.0 6-6 Queue Bela y 0.0 0.0 0.0 0.0 0.0 0.0 25.0 0 5 Total Delay «� 44:4 12:2 49:3 18.4 Queue Length 50th (ft) 64 0 221 224 274 0 Queue Length 95th(ft) 92 39 m243 363 368 0 Internal Link Dist(ft) 1370 1391 1360 Turn Bay Length (ft) 250 350 875 `: ;>.. 91::; T- -- Base Capacity(vph) 393 281 675 1515 1530 1568 Starvaton,Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 „t ��. � K. Reduced v/c Ratio 0.58 0.41 0.74 0.66 0.65 0.35 1�t�,ect t n S rrrnmary �j Cycle Length: 90 Actuated Cycle Lenh gt =- Offset: 18 (20%) Referenced to phase 2 NBSB,Start of Green Natural Cyci Control Type:Actuated-Coordinated n5= Volume for AN NEW percentile queue is metered by upstream signs(` w - • ,: Splits and Phases: 2: I-291 WB Ramps& Route 5 1 m2 m4 r - J:\72189.10\tech\Traffic\synchro\2015 B-PM with Mitigations.sy7 Synchro 6 Report VHB, Inc..