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Home My WebLink AboutApplication Files_82693_pg0316 4: 1-291 EB Ramps & Route 5 Signal Timings and Queues 2010 Existing Weekday AM Peak Hour Lane Configurations Volume(vph) 420 130 420 330 35 65 580 95 45, " 780 160 Lane Group Flow(vph) 457 141 457 402 98 68 604 99 48 839 172 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 i Minimum Initial"(s) 9.0 9.0 9.0 9.0 5.0 15.0 `; 15.0 Minimum Splits) 14..0 14..0 14..0 14.0 11.0 21.0 21.0 11.0 21.0 Total Split('s) 26.0 26.0 0.0 20.0 20.0 14.0 30.0 30.0 14.0 30A '. 0.0 Total Split ° 2.8.9% 28.9% 0..0% 22 2°/ 22.2% 15 6% 33.3% 33 3% 15 6% 33.3% 0 0% (/o) o Yellow Time(s) 3.0 3.0 3.0 3.0 3.0 5.0 ' 5.0 3.0 5.0 ;_ a Ali Red Time(s) 2.0 2.0 2.0 2 0 1.0 to 1.0 1.0 1.0 Lead/.Lag Lead Lag Lag Lead Lag .... ,x _ Lead-Lag Op timize?imize? Yes Yes Yes Yes Yes P I Recall"Mode None None None 'None None C-Max C-Max None C-Max v/c Ratio 0.73 0.41 0.31 1.00 0.23 0.46 0.48 0.16 0,35 0.72 0 11 Control Del y $ . 40.8 34.7 .0.6 81'.9 17.0 48.7 25.1 5.9' 22.8 36.6 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 40.8 34:7 0.5 81.9 17.0 48.7 25.1 5.9 22.8 36.6 0.1 Queue Length 50th (ft) 126 71 0 -231 20 38 146 0 25 268 0 Queue Length 95fh (ft) 167 119 0 #411 56 78 21"0 36 m26 4343 mO Internal Link Dist (ft) 1175 998 1144 1391 Turn Bay Length (ft) 300 500 400 550 125 550 Base Capacity(vph) 792 430 1495 404 431 193 1261 627 193 1162 1553 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 6 0 0 '0 Reduced v/c Ratio 0.58 0.33 0.31 1.00 0..23 0.35 0.48 0.16 0.25 0.72 0.11 Cycle Length: 90 Actuated Cycle Length, 90" Y g Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT,Start of Green `.a ys„ Natural Cycle: 80 � �� . Control Type:Actuated Coordinated Volume exceeds capacity, queue is theoretically infinite Queue shown is maximum after two cycles. # " 95th"percentile volume exceeds capacity, queue may be longer :., M Queue shown is maximum after two cycles. InVolume for 95th percentile queue is metered bv upstream signal �� Splits and Phases: 4: 1-291 EB Ramps&Route 5j {�t 01 02 04 ?�"[�} 07 05 t' 06 J:\72189.10\tech\Traffic\synchro\2010 EX-AM.sy7 Synchro 6 Report VHB, Inc..