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Queues <br />10: Main St & Santa Clara Ave 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 5 <br />Lane Group EBL EBT NBL2 NBT NBR SBL SBT SER <br />Lane Group Flow (vph) 293 821 11 1138 1063 383 1564 511 <br />v/c Ratio 0.81 1.07 0.05 0.64 1.40 1.38 0.67 1.55 <br />Control Delay 48.7 85.1 33.8 19.3 200.7 220.8 7.5 289.8 <br />Queue Delay 0.0 0.0 0.0 0.0 0.4 0.0 0.0 0.0 <br />Total Delay 48.7 85.1 33.8 19.3 201.1 220.8 7.5 289.8 <br />Queue Length 50th (ft) 152 ~247 3 231 ~704 ~125 22 ~207 <br />Queue Length 95th (ft) #293 #367 m3 m230 m#693 m#190 85 #311 <br />Internal Link Dist (ft)562 357 811 <br />Turn Bay Length (ft)70 300 450 630 <br />Base Capacity (vph) 362 764 214 1779 761 278 2341 330 <br />Starvation Cap Reductn 000047000 <br />Spillback Cap Reductn 00000000 <br />Storage Cap Reductn 00000000 <br />Reduced v/c Ratio 0.81 1.07 0.05 0.64 1.49 1.38 0.67 1.55 <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 />2-531