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Queues <br />9: Main St & I-5 NB Ramps/Edgewood Rd 09/03/2019 <br />The Addington 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 4 <br />Lane Group EBT EBR2 WBT WBR NBL NBT SBL2 SBT SBR NWR <br />Lane Group Flow (vph) 12 86 156 99 84 602 70 1386 18 800 <br />v/c Ratio 0.05 0.25 0.81 0.29 0.59 0.36 0.53 0.74 0.03 0.92 <br />Control Delay 44.2 3.3 80.2 5.1 76.0 36.6 48.3 22.7 0.5 55.5 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.0 <br />Total Delay 44.2 3.3 80.2 5.1 76.0 36.6 48.3 23.3 0.5 55.5 <br />Queue Length 50th (ft) 8 0 117 0 27 99 48 367 0 330 <br />Queue Length 95th (ft) 27 11 #219 23 m#59 m140 91 423 m0 #450 <br />Internal Link Dist (ft) 192 268 811 225 <br />Turn Bay Length (ft) 140 60 175 150 130 450 <br />Base Capacity (vph) 244 359 212 359 143 1684 151 1885 646 917 <br />Starvation Cap Reductn 000000017400 <br />Spillback Cap Reductn 0000000000 <br />Storage Cap Reductn 0000000000 <br />Reduced v/c Ratio 0.05 0.24 0.74 0.28 0.59 0.36 0.46 0.81 0.03 0.87 <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 />2-482