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Queues 2035 HNTB Street Design Concept <br />32: Bush & Santa Ana AM Peak Hour Queues <br />.0--- 4\ I i 41 <br />Lane Group <br />WBT <br />NBL <br />NBT <br />SBT <br />SBR <br />Lane Group Flow (vph) <br />979 <br />33 <br />152 <br />196 <br />43 <br />v/c Ratio <br />0.56 <br />0.08 <br />0.21 <br />0.27 <br />0.07 <br />Control Delay <br />26.7 <br />13.6 <br />14.3 <br />20.1 <br />6.0 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />26.7 <br />13.6 <br />14.3 <br />20.1 <br />6.0 <br />Queue Length 50th (ft) <br />276 <br />8 <br />38 <br />75 <br />0 <br />Queue Length 95th (ft) <br />363 <br />20 <br />62 <br />125 <br />20 <br />Internal Link Dist(ft) <br />645 <br />493 <br />854 <br />Tum Bay Length (ft) <br />200 <br />200 <br />Base Capacity (vph) <br />1749 <br />436 <br />724 <br />724 <br />641 <br />Starvation Cap Reductn <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 />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 />0.21 <br />0.27 <br />0.07 <br />Intersection Summary <br />7/22015 Baseline Synchro 9 Report <br />Page 9 <br />