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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/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 3 <br />Lane Group EBL EBT WBL WBT NBL NBT SBL SBT <br />Lane Group Flow (vph) 2 1 48 33 21 1391 12 1497 <br />v/c Ratio 0.04 0.02 0.36 0.28 0.22 0.36 0.15 0.40 <br />Control Delay 62.5 62.0 63.4 61.2 63.4 6.6 64.1 8.4 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.4 0.0 0.0 <br />Total Delay 62.5 62.0 63.4 61.2 63.4 7.0 64.1 8.4 <br />Queue Length 50th (ft) 2 1 39 27 17 110 10 187 <br />Queue Length 95th (ft) 11 8 78 60 45 214 32 256 <br />Internal Link Dist (ft)118 96 287 678 <br />Turn Bay Length (ft)70 90 100 80 <br />Base Capacity (vph)54 48 340 304 103 3861 81 3731 <br />Starvation Cap Reductn 000001726 0 0 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.04 0.02 0.14 0.11 0.20 0.65 0.15 0.40 <br />Intersection Summary <br />2-490