Laserfiche WebLink
Queues <br />9: Main St & Edgewood Rd 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative - AM Peak Hour Synchro 10 Report <br />Page 4 <br />Lane Group WBL WBR NBT SBL2 SBT NWR <br />Lane Group Flow (vph) 168 102 643 74 1666 783 <br />v/c Ratio 0.70 0.33 0.40 0.52 0.76 0.90 <br />Control Delay 60.6 10.8 13.8 61.1 30.7 50.3 <br />Queue Delay 0.0 0.0 0.0 0.0 1.2 0.0 <br />Total Delay 60.6 10.8 13.8 61.1 31.9 50.3 <br />Queue Length 50th (ft) 114 0 51 50 377 289 <br />Queue Length 95th (ft) 183 46 m69 99 456 #388 <br />Internal Link Dist (ft) 268 811 225 <br />Turn Bay Length (ft)60 150 450 <br />Base Capacity (vph) 289 346 1617 162 2179 926 <br />Starvation Cap Reductn 00002850 <br />Spillback Cap Reductn 000000 <br />Storage Cap Reductn 000000 <br />Reduced v/c Ratio 0.58 0.29 0.40 0.46 0.88 0.85 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />m Volume for 95th percentile queue is metered by upstream signal. <br />2-502