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Queues <br />7: Main St & Walkie Way/Project Driveway 09/13/2019 <br />The Addington 09/12/2019 Existing With Option E Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 3 <br />Lane Group EBL EBT WBL WBT NBL NBT SBL SBT <br />Lane Group Flow (vph) 9 23 31 20 31 1367 33 1651 <br />v/c Ratio 0.17 0.48 0.35 0.20 0.30 0.36 0.41 0.44 <br />Control Delay 68.4 92.9 67.7 60.7 64.8 6.7 76.1 8.4 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.3 0.0 0.0 <br />Total Delay 68.4 92.9 67.7 60.7 64.8 7.0 76.1 8.4 <br />Queue Length 50th (ft) 8 20 26 16 26 153 28 211 <br />Queue Length 95th (ft) 27 #61 58 43 58 196 64 285 <br />Internal Link Dist (ft)118 96 287 676 <br />Turn Bay Length (ft)70 100 100 80 <br />Base Capacity (vph)54 48 265 304 111 3818 81 3765 <br />Starvation Cap Reductn 000001566 0 0 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.17 0.48 0.12 0.07 0.28 0.61 0.41 0.44 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />2-497