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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 - PM 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) 43 75 122 94 246 961 109 1352 142 311 <br />v/c Ratio 0.26 0.23 0.69 0.29 0.65 0.43 0.49 0.58 0.18 0.74 <br />Control Delay 49.1 1.7 69.4 4.6 58.6 41.3 26.9 5.3 1.3 59.6 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 <br />Total Delay 49.1 1.7 69.4 4.6 58.6 41.3 26.9 5.4 1.3 59.6 <br />Queue Length 50th (ft) 30 0 91 0 104 241 61 19 0 131 <br />Queue Length 95th (ft) 64 1 152 18 m148 m289 113 75 0 181 <br />Internal Link Dist (ft) 192 268 811 225 <br />Turn Bay Length (ft) 140 60 175 150 130 450 <br />Base Capacity (vph) 220 383 233 383 419 2216 224 2339 779 499 <br />Starvation Cap Reductn 000000013800 <br />Spillback Cap Reductn 0000000000 <br />Storage Cap Reductn 0000000000 <br />Reduced v/c Ratio 0.20 0.20 0.52 0.25 0.59 0.43 0.49 0.61 0.18 0.62 <br />Intersection Summary <br />m Volume for 95th percentile queue is metered by upstream signal. <br />2-486