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Queues <br />7: Main St & Walkie Way/Project Driveway 09/13/2019 <br />The Addington 09/12/2019 Year 2040 With Option E Main St/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 46 32 22 1577 12 1833 <br />v/c Ratio 0.04 0.02 0.28 0.21 0.07 0.42 0.15 0.63 <br />Control Delay 62.5 62.0 56.9 55.6 51.0 8.2 64.1 20.1 <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 56.9 55.6 51.0 8.6 64.1 20.1 <br />Queue Length 50th (ft) 2 1 35 25 17 168 10 364 <br />Queue Length 95th (ft) 11 8 75 57 44 266 32 413 <br />Internal Link Dist (ft)118 96 287 678 <br />Turn Bay Length (ft)70 90 100 90 <br />Base Capacity (vph)54 48 340 304 296 3764 81 2892 <br />Starvation Cap Reductn 000001508 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 0.07 0.70 0.15 0.63 <br />Intersection Summary <br />2-525