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HomeMy WebLinkAboutApplication Files_82693_pg0333 2: 1-291 WB Ramps & Route 5 Signal Timings and Queues 2010 Existing Weekday AM Peak Hour II bane Gri�up 1�8 N .NBA SB Lane Configurations ft tt if Volume(vph) 300 170 345 700 815 880 Lane Group Flow(vph) 375 212 442 897 926 943 Turn Type' Perm Prot Free Protected Phases 4 1 2 2 Permitted Phases 4 Free Detector Phases 4 4 1 2 2 Minimum:initial (s)" 9.0 . 9.0 6.0 15.0 15.0 Minimum Split(s) 15.0 15.0 11.0 21.0 21.0 r Total Split(s) 330 33;0 35.0 22.0 `L.0 (7 0 n.` 1 aF: ,�, ; Total 11 Split(%) 36 7% 36.7% 38.9% 24.4% 24A% 0.0% 0 YellowTime(s) 3.6 3:6 3.0 4.7 4 7 All-Red Time(s) 1.8 1.8 1.0 1.2 1.2 __x Lead/Lag Lead Lag Lag �"` � , Lead-Lag Optimize? Yes Yes Yes Recall:Mode None None None C-Max C-Ma3 .. v/c Ratio 0.67 0.49 0.85 0.72 0.75 0.65 Control be 40.6 86 45.9 30.1 26.7 4 8 ,Y �: _ Mv .� Queue belay 0.0 0.0 0.0 0.0 0.0 0.0 Total-Delay. 40;6 86 45.9 30.1 26.7 4.8 r Queue Length 50th(ft) 104 0 269 162 131 49 Quec 95th (f) 12 6 311 #35 rr8 m215 _, 350 Internal Link Dist(ft) 1370 1391 1360 i 875 Turn Bay Length (ft) 250 Base Capacity(vph) 1055 630 596 1241 1229 1455 Starvation"Cap.Reductn 0 0 0 0 0 0 x Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 � Reduced v/c Ratio 0.36 0.34 0.74 0.72 0,75 0.65 Cycle Length: 90 = Actuates!Gycle Length 90 Offset: 30(33%°) Referenced to phase 2 NBSB Start of Green x� .,. Natural Cycle:65 x .xM Blom Control Type:Actuated Coordinated AN IJIIF # `95th percentile volume exceeds capacity,queue may longer _ g Queue shown is maximum after two cycles m Volume far 95th percentile queue is mefiered 6y iipstreain sigiaafryY. � W , Splits and Phases: 2: 1-291 WB Ramps & Route 5 81 o2 o4 E;. j J:\72189.10\tech\Traffic\synchro\2010 EX-AM.sy7 Synchro 6 Report VHB, Inc. i