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Queues 2035 HNTB Street Design Concept <br />12: Parton & Santa Ana AM Peak Hour Queues <br />J --P� f-- .0--- t l <br />Lane Group <br />EBL <br />EBT <br />WBL <br />WBT <br />NBT <br />SBT <br />SBR <br />Lane Group Flow (vph) <br />43 <br />739 <br />98 <br />820 <br />168 <br />38 <br />114 <br />v/c Ratio <br />0.17 <br />0.42 <br />0.34 <br />0.47 <br />0.24 <br />0.07 <br />0.17 <br />Control Delay <br />14.5 <br />14.3 <br />17.8 <br />15.3 <br />5.7 <br />17.8 <br />4.3 <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 />14.5 <br />14.3 <br />17.8 <br />15.3 <br />5.7 <br />17.8 <br />4.3 <br />Queue Length 50th (ft) <br />13 <br />125 <br />32 <br />147 <br />9 <br />13 <br />0 <br />Queue Length 95th (ft) <br />34 <br />169 <br />71 <br />196 <br />49 <br />33 <br />32 <br />Internal Link Dist(ft) <br />563 <br />629 <br />360 <br />184 <br />Tum Bay Length (ft) <br />200 <br />200 <br />100 <br />Base Capacity(vph) <br />254 <br />1741 <br />288 <br />1748 <br />708 <br />581 <br />685 <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 />0.17 <br />0.42 <br />0.34 <br />0.47 <br />0.24 <br />0.07 <br />0.17 <br />Intersection Summary <br />7/22015 Baseline Synchro 9 Report <br />Page 6 <br />