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Queues 2035 HNTB Street Design Concept <br />46: PAClflc & Santa Ana AM Peak Hour Queues <br />, � � � k- I i <br />Lane Group <br />EBL <br />EBT <br />WBL <br />WBT <br />WBR <br />NBT <br />SBT <br />Lane Group Flow (vph) <br />22 <br />304 <br />54 <br />207 <br />76 <br />158 <br />151 <br />v/c Ratio <br />0.08 <br />0.56 <br />0.27 <br />0.38 <br />0.15 <br />0.14 <br />0.15 <br />Control Delay <br />34.1 <br />42.6 <br />33.4 <br />32.6 <br />5.8 <br />6.0 <br />9.4 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />34.1 <br />42.6 <br />33.4 <br />32.6 <br />5.8 <br />6.0 <br />9.4 <br />Queue Length 50th (ft) <br />13 <br />213 <br />24 <br />103 <br />4 <br />29 <br />45 <br />Queue Length 95th (ft) <br />36 <br />310 <br />m55 <br />184 <br />m18 <br />57 <br />74 <br />Internal Link Dist(ft) <br />1664 <br />867 <br />606 <br />344 <br />Tum Bay Length (ft) <br />200 <br />200 <br />150 <br />Base Capacity(vph) <br />280 <br />547 <br />200 <br />551 <br />522 <br />1099 <br />1039 <br />Starvation Cap Reductn <br />0 <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 />0 <br />Storage Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.08 <br />0.56 <br />0.27 <br />0.38 <br />0.15 <br />0.14 <br />0.15 <br />m Volume for 95th percentile queue is metered by upstream signal. <br />7/22015 Baseline Synchro 9 Report <br />Page 12 <br />