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HomeMy WebLinkAboutApplication Files_82693_pg0378 r 6: Chapel Rd & Route 30 Signal Timings and Queues i2015 Build Weekday AM Peak Hour N10tT \IVL �S1VF ` r l ane Grup T Lane Configurations ` Volume{vph} 40 a5 70 90 10' 90 15 310 285 Lane Group Flow(vph) 47 100 81 128 11 113 0 349 306 Turn Type prim+pt Perm pm+pt Perm Perm .6_ Protected Phases 3 4 4 1 2 2 ' Permitted Phases 4 » 4 2 2 2 Detector Phases 3 4 4 4 1 2 2 2 2 Miniriium lnitia'(s} 5.0 15.0 15.0 15.0 5.0, 18 0 18.0 18 0 . :18 0 ., Minimum Split(s) 10.0 20,0 20.0 20.0 9.0 22.0 22.0 22.0 22.0 i _ Total Split(s} 250 30.0 30.0 30:Q , 11:0 34.0 34 0 Total Split(%) 25.0%0 30 0% 30 06. 30.0% 11.0% 34 0% 34.0% 34 0% 34.0% 9. Yellow Times) 3.0 30 3 0, 3`0 3.0 3 0 , 3.0 , 3.0 All-Red Time (s) 2.0 2.0 2..0 2.0 1.0 1.0 1.0 1.0 1 0 .�.. - . pad, L' . LaLead/ L Lag,- Lead Lag g ,Pg ag 6 ' Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Ntode- None None None None No Min Min Min Min s " a. ._, v/c Ratio 0.13 0.22 0.25 0.28 0.03 0.12 0.36 0 31 145 155 20:9 183 11._0 10.6 12 G o 2 M o MIR i Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0 0 0.0 Total belay 14.5 15:5 20 9 18 3 !A 0 Queue Length 50th (ft) 7 12 13 19 1 14 54 0 y ` 63 197 tt Queue Length,95th (ft) 32 64 68, 89. 9 _ , Internal Link Dist(ft) 1869 1186 2685 1220 Turn,Bay Length (ft) 150 = 15R. , 110 Base Capacity(vph) 460 618 437 630 366 987 1054 1033 Starvation Cap.P Rediactn 0 0 0 0 0 0 0 0 =t S illback Ca Reductn 0 0 0 0 0 0 0 0 p Storage'Cap R;eductn 0 0 0 0 0 0 0 0 ,. .. .. Reduced v/c Ratio 0.10 0.16 0.19 0.20 0.03 0.11 0.33 0.30 Cycle Length 100 Rogo :• Actuated Cycle Length 69a .p, _ s Natural Cycle 65 Con trol,Type_Actuated Uncoordinated Splits and Phases: 6: Chapel Rd & Route 30 al - 03 o2 A -- J:\72189.10\tech\Traffic\synchro\2015 B-AM,sy7 Synchro 6 Report ' VHB, Inc.,