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Queues <br />14: SR-22 WB Ramps & La Veta Avenue 09/13/2019 <br />--O� <br />-�* <br />f" <br />4\ <br />/01 <br />Lane Group <br />EBT <br />EBR <br />WBL <br />WBT <br />NBL <br />NBR _ <br />Lane Group Flow (vph) <br />353 <br />252 <br />280 <br />479 <br />949 <br />504 <br />v/c Ratio <br />0.26 <br />0.16 <br />0.77 <br />0.18 <br />0.78 <br />0.48 <br />Control Delay <br />24.3 <br />0.2 <br />44.5 <br />9.9 <br />28.2 <br />6.7 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />24.3 <br />0.2 <br />44.5 <br />9.9 <br />28.2 <br />6.7 <br />Queue Length 50th (ft) <br />52 <br />0 <br />128 <br />42 <br />213 <br />68 <br />Queue Length 95th (ft) <br />77 <br />0 <br />#218 <br />59 <br />285 <br />129 <br />Internal Link Dist (ft) <br />465 <br />261 <br />309 <br />Turn Bay Length (ft) <br />330 <br />275 <br />185 <br />Base Capacity(vph) <br />1367 <br />1583 <br />409 <br />2701 <br />1223 <br />1077 Q <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Spillback Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Storage Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.26 <br />0.16 <br />0.68 <br />0.18 <br />0.78 <br />0.47 <br /># 95th percentile volume exceeds capacity, queue may be longer. <br />Queue shown is maximum after two cycles. <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 7 <br />