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Queues <br />7: Main St & Santiago Park/Walkie Way 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 3 <br />Lane Group EBL EBT NBL NBT SBL SBT <br />Lane Group Flow (vph) 9 23 27 1553 1 1745 <br />v/c Ratio 0.02 0.04 0.25 0.48 0.01 0.58 <br />Control Delay 33.6 0.1 58.7 12.2 64.0 9.5 <br />Queue Delay 0.0 0.0 0.0 0.6 0.0 0.0 <br />Total Delay 33.6 0.1 58.7 12.9 64.0 9.5 <br />Queue Length 50th (ft) 5 0 20 199 1 131 <br />Queue Length 95th (ft) 19 0 51 303 m1 146 <br />Internal Link Dist (ft)118 110 678 <br />Turn Bay Length (ft)70 150 80 <br />Base Capacity (vph) 364 557 191 3254 191 3008 <br />Starvation Cap Reductn 0 0 0 1190 0 0 <br />Spillback Cap Reductn 000000 <br />Storage Cap Reductn 000000 <br />Reduced v/c Ratio 0.02 0.04 0.14 0.75 0.01 0.58 <br />Intersection Summary <br />m Volume for 95th percentile queue is metered by upstream signal. <br />2-505