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Home My WebLink AboutApplication Files_82693_pg0326 4: 1-291 EB Ramps & Route 5 Signal Timings and Queues 2015 Build Weekday.PM Peak Hour �-- t Laney 1^� T, BR :YyB1 Y11lBT �$ t�fBT, BI SBLSI , - _.. Lane Configurations tt tt r Volurrie(vph) 475 400 515 140 75 160 '` 860 270 20 600 390- Lane Group Flow(vph) 505 426 548 175 213 172 925 290 24 732 476 Turn-Type Split Free Split Prot, Perm Prot Free Protected Phases 4 4 7 7 1 6 5 2 Permitted Phases, Free 6 Free Detector Phases 4 4 7 7 1 6 6 5 2 Minimum Initial (s) 9.0 -9.0 9.0 9.0 5.0 15.0 15.0 5.0 15.0 _ Minimum Split(s) 14.0 14.0 14,0 14.0 11.0 21.0 21.0 11.0 21.0 T-fat Split(' 26.0 26.0 ` 0.0 20.0 20.0 `14.0 3Q0' 30.0 14.0 30.0 0.0._ Total Split(%) 28..9% 28 9% 0.0% 22.2% 22 2% 15.6% 33 3% 33.3% 15.6% 33.3% 0.0% , Yellow Time-(s) 3.0 3.0 . 3.0 `. 3.0 5.0 5.0 3.0 5.0 _ All-Red Time (s) 2.0 2.0 2.0 2.0 `L0 1.0 1.0 1.0 1'0 Lead/Lag Lead, Lag Lag Lead Lag Lead-Lag Optimize? Yes Yes Yes Yes Yes Recall Mode None None None None. None C-Max C-Max None C Maw` _ , v/c Ratio 0..61 0.95 0,35 0.66 0.69 0.80 0.62 0.35 0.21 0.68 0.30 , Control Delay 34.0 67.7 0.6 47.8 Sf., 67.1 24 .4 .6 4.2 30.8 48.6 1 Queue Delay 0.0 0.0 0.,0 0.0 0..0 0.0 0.0 0.0 0.0 0.0 0.0 Total'Delay 34.0 67.7 0.6 47.8 3T1 67.1.. 24.6 4.2 36.8 4&6 1.4 Queue Length 50th (ft) 131 239 0 95 81 95 192 0 14 233 0 , Queue Length�95th (ft) 184 #423�, 0 137 ' `128 = #2114 #332 55 m23 268 43 Internal Link Dist (ft} 1175 998 1144 1391 Turn Bay Length-(ft), 300 500 400 -. 550 125 550 Base Capacity(vph) 823 447 1553 315 354 216 1495 836 197 1683 1583 Starvation Cap Reductn 0 0 0 0, 0 0 0 0 0 0 ; 0 .� Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 Storage Cap.Reductn .0 0 0 0 0 0 0 0 0 0 0 " Reduced v/c Ratio 0.61 0.95 0.35 0.56 0.60 0.80 0.62 0.35 0.12 0.68 0.30 Cycle Length: 90 Actuated,Cycle Length 90_ Offset: 0(0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle:'BQ Control Type:Actuated-Coordinated # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume"for 95th'p 'rcentile queue,is metered by upstream signal. ' Splits and Phases: 4: 1-291 EB Ramps& Route 5 01 4 02 M 'f o7MR NKNQ ' 05 rl"§ 6 J:\72189.10\tech\Traffic\synchro\2015 B-PM.sy7 Synchro 6 Report VHB, Inc. '