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Queues <br />2035 HNTB Street Design Concept <br />17: Broadway & Santa Ana <br />AM Peak Hour Queues <br />4- <br />4\ <br />T <br />Lane Group <br />WBT <br />WBR <br />NBL <br />NBT <br />SBT <br />Lane Group Flow (vph) <br />848 <br />60 <br />43 <br />614 <br />788 <br />v/c Ratio <br />0.56 <br />0.08 <br />0.20 <br />0.41 <br />0.52 <br />Control Delay <br />16.8 <br />4.1 <br />15.5 <br />14.8 <br />14.5 <br />Queue Delay <br />0.0 <br />0.0 <br />0.6 <br />53.9 <br />0.0 <br />Total Delay <br />16.8 <br />4.1 <br />16.1 <br />68.7 <br />14.5 <br />Queue Length 50th (ft) <br />138 <br />0 <br />11 <br />92 <br />111 <br />Queue Length 95th (ft) <br />191 <br />19 <br />32 <br />131 <br />160 <br />Internal Link Dist(ft) <br />911 <br />87 <br />908 <br />Tum Bay Length (ft) <br />200 <br />Base Capacity (vph) <br />1515 <br />712 <br />216 <br />1516 <br />1507 <br />Starvation Cap Reductn <br />0 <br />0 <br />54 <br />973 <br />0 <br />Spillback Cap Reductn <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 />Reduced v/c Ratio <br />0.56 <br />0.08 <br />0.27 <br />1.13 <br />0.52 <br />Intersection Summary <br />7/2/2015 Baseline Synchro 9 Report <br />Page 7 <br />