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Queues <br />7: Main St & Santiago Park/Walkie Way 09/13/2019 <br />The Addington 09/03/2019 Year 2040 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 25 31 20 34 1869 33 1877 <br />v/c Ratio 0.17 0.52 0.35 0.20 0.31 0.49 0.41 0.50 <br />Control Delay 68.3 97.4 67.8 60.7 65.3 8.0 76.1 9.2 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.5 0.0 0.1 <br />Total Delay 68.3 97.4 67.8 60.7 65.3 8.5 76.1 9.3 <br />Queue Length 50th (ft) 8 21 26 16 28 242 28 258 <br />Queue Length 95th (ft) 27 #64 58 43 62 305 64 347 <br />Internal Link Dist (ft)118 96 287 679 <br />Turn Bay Length (ft)70 90 100 90 <br />Base Capacity (vph)54 48 265 304 113 3821 81 3760 <br />Starvation Cap Reductn 000001347 0 730 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.17 0.52 0.12 0.07 0.30 0.76 0.41 0.62 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />2-529