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Queues <br />10: Main St & Santa Clara Ave 09/13/2019 <br />The Addington 09/12/2019 OY Cumulative With Option E - Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 5 <br />Lane Group EBL EBT NBL2 NBT NBR SBL SBT SER <br />Lane Group Flow (vph) 222 768 10 965 1022 309 1523 485 <br />v/c Ratio 0.61 1.00 0.05 0.54 1.34 1.11 0.65 1.47 <br />Control Delay 36.2 65.0 33.3 19.0 177.9 124.8 8.6 256.8 <br />Queue Delay 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 <br />Total Delay 36.2 65.0 33.3 19.0 178.3 124.8 8.6 256.8 <br />Queue Length 50th (ft) 109 ~204 3 194 ~659 ~84 28 ~192 <br />Queue Length 95th (ft) 189 #333 m3 m217 m#775 #165 61 #293 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 362 765 214 1779 764 278 2339 330 <br />Starvation Cap Reductn 000043000 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.61 1.00 0.05 0.54 1.42 1.11 0.65 1.47 <br />Intersection Summary <br />~ Volume exceeds capacity, queue is theoretically infinite. <br /> Queue shown is maximum after two cycles. <br /># 95th percentile volume exceeds capacity, queue may be longer. <br /> Queue shown is maximum after two cycles. <br />m Volume for 95th percentile queue is metered by upstream signal. <br />2-515