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HomeMy WebLinkAboutApplication Files_82693_pg0371 6: Chapel Rd & Route 30 Signal Timings and Queues 2010 Existing Weekday PM Peak Hour Lane Configurations - Volume v h .--- {,p ) Lane Group Flow(vph) 99 104 29 80 27 739 0 12� 80 � a - Turn,Type + _. pm pt Perm pm+pt Penn 3 4 fi Perris 6 Protected Phases 4 1 2 2 Permitfed Phases - 4 4 2 � 1 Detector Phases 2 3 4 4 4 1 2 2No Mminiurn Initial s 2 2 { ) 5:0 15',0- 15A 15.0 5.0 18.0, 18.0 18.0 18 0 x Minimum Split(s) 10.0 20.0 20.0 20 0 9.0 22 0 22.0 22.0 22 0 ' Totallit S s p { ) 25.0 300 30.0 30.0 11.0 34 0� , .34.0 . 34.0 34 0 - Total Split(/o) 25.0% 30.0% 30.0% 30.0°/0 11.0% 34.0% 34..0% 34A% 34,0% w Yellow Times { .) 3.1 3.0 3.0 3.0. 30 10 3.0 3.0 30 : D All-Red Time(s) 2..0 2.0 2.0 2,0 1.0 1 0 1.0 1.0 1.0 ' Lead/La - 9 Lead Lag. Lag Lag Lead :. Lag- Lag Lag Lag _ Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode' None None None None None Min Min',,. Min Min v/c Ratio 0.24 0.29 0.12 0.22 0.04 0.78 0.31 0 09 ?. Control'belay 16.3 23.2 25.6 220 '10.9 28.0 fii3.1 4 4 rM£ Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay. 16:3 23.2 25.6 22 0 109 28'.0 18.1 4 4 Queue Length 50th(ft) 23 29 9 21 6 260 30 p Queue Length 95th:(h)� 59 77 .33 62 18 #636 _ Internal Link Dist ft 96 26 { ) 1869 1186 2685 1220 " r Turn Bay Length{ft} 150 150 ` 110 300 Base Capacity(vph) 483 511 353 515 657 947 392 851 Starvation Gap.Reductn 0 0 0 0 p 0 0 0 t Spillback Cap Reductn 0 0 0 00 H � 0 0 p Storage Cad:Reductn 0 0> p 0 0 0 0 0�#"line Reduced w/c Ratio 0.20 0.20 0.08 0.16 0.64 0.78 0.31 0.09 ItrsU13i1T�as s 5� Cycle Length: 100 ActuatOgl,Cycle LOM, 5 m . � ,Natural Cycle: 80 --- �- ' Control.Type:Actuated-Uncoordinated, # 95th percentile volume exceeds capacity, queue maybe longer. Queue shown is maximum after two cycles. ' Splits and Phases: 6: Chapel Rd& Route 30 of 02 � 03 J:\72189.101techlTraffic\synchro12010 EX-PM.sy7 VHB, Inc. Synchro 6 Report