Laserfiche WebLink
Queues <br />9: Main St & Edgewood Rd 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 4 <br />Lane Group WBL WBR NBT SBL2 SBT NWR <br />Lane Group Flow (vph) 127 98 1117 114 1580 422 <br />v/c Ratio 0.52 0.29 0.57 0.70 0.61 0.73 <br />Control Delay 39.0 4.4 21.6 59.6 16.8 37.2 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 39.0 4.4 21.6 59.6 16.8 37.2 <br />Queue Length 50th (ft) 60 0 203 56 211 110 <br />Queue Length 95th (ft) 106 18 m260 #133 287 165 <br />Internal Link Dist (ft) 268 811 225 <br />Turn Bay Length (ft)60 150 450 <br />Base Capacity (vph) 398 467 1961 165 2606 593 <br />Starvation Cap Reductn 000000 <br />Spillback Cap Reductn 000000 <br />Storage Cap Reductn 000000 <br />Reduced v/c Ratio 0.32 0.21 0.57 0.69 0.61 0.71 <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 />2-506