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Sens Road Distribution Center Future <br />1: WBFR & Sens Road Timing Plan: AM Peak <br />� � i <br />Lane Configurations <br />0.0 31.0 31.0 <br />0.0 15.0 <br />69.0 <br />0.0 0.0 54.0 0.0 <br />Act Effct Green (s) <br />+8.6 <br />21.8 <br />21.8 <br />7.8 <br />Actuated g/C Ratio <br />0.22 <br />0.57 <br />Total Lost Time (s) <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />4.0 <br />Satd. Flow (prot) <br />0 <br />0 <br />0 <br />0 <br />3265 <br />0 <br />1770 <br />1863 <br />0 <br />0 <br />1805 <br />0 <br />Fit Permitted <br />Approach Delay <br />12.3 <br />6.7 <br />0.968 <br />Approach LOS i <br />0.640 <br />A <br />B <br />Queue Length 50th (ft) <br />26 <br />Satd. Flow (perm) <br />0 <br />0 <br />0 <br />0 <br />3265 <br />0 <br />1192 <br />1863 <br />0 <br />0 <br />1805 <br />0 <br />Satd. Flow (RTQR) <br />165 <br />72 <br />1594 <br />826 <br />1482 <br />1121 <br />Starvation Cap Reductn <br />21 <br />0 <br />Volume (vph) <br />0 <br />0 <br />0 <br />205 <br />6 <br />96 <br />365 <br />138 <br />0 <br />0 <br />62 <br />18 <br />Peak Hour Factor <br />0.92 <br />0.92 <br />0.92 <br />0.88 <br />0.88 <br />0.88 <br />0.90 <br />0.90 <br />0.90 <br />0.79 <br />0.79 <br />0.79 <br />Lane Group Flow (vph) <br />0 <br />0 <br />0 <br />0 <br />349 <br />0 <br />406 <br />153 <br />0 <br />0 <br />101 <br />0 <br />Turn Type <br />Perm <br />pm +pt <br />Protected Phases <br />8 <br />5 <br />2 <br />6 <br />Total Split (s) 0.0 0.0 <br />0.0 31.0 31.0 <br />0.0 15.0 <br />69.0 <br />0.0 0.0 54.0 0.0 <br />Act Effct Green (s) <br />+8.6 <br />21.8 <br />21.8 <br />7.8 <br />Actuated g/C Ratio <br />0.22 <br />0.57 <br />0.57 <br />0.19 <br />v/c Ratio <br />0.44 <br />0.49 <br />0.15 <br />0.28 <br />Control Delay <br />12.3 <br />7.4 <br />4.8 <br />14.1 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />12.3 <br />7.4 <br />4.8 <br />14.1 <br />LOS <br />B <br />A <br />A <br />B <br />Approach Delay <br />12.3 <br />6.7 <br />14.1 <br />Approach LOS i <br />B <br />A <br />B <br />Queue Length 50th (ft) <br />26 <br />39 <br />12 <br />15 <br />Queue Length 95th (ft) <br />55 <br />96 <br />35 <br />39 <br />Internal Link Dist (ft) 750 <br />690 <br />893 <br />609 <br />Turn Bay Length (ft) <br />165 <br />Base Capacity (vph) <br />1594 <br />826 <br />1482 <br />1121 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 ' <br />0 <br />Spillback Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />Storage Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.22 <br />0.49 <br />0.10 <br />0.09 <br />Cycle Length: 100 <br />Actuated Cycle Length: 38.5 <br />Control Type: Actuated - Uncoordinated <br />Maximum v/c Ratio: 0.49 <br />Intersection Signal Delay: 9.4 Intersection LOS: A <br />Intersection Capacity Utilization 48.5% ICU Level of Service A <br />Analysis Period (min) 15 <br />Splits and Phases: 1: WBFR & Sens Road <br />m2 <br />08 <br />89 s <br />05 <br />4 06 <br />15s 1 154 <br />s <br />31 <br />4/14/2011 <br />Y: \Carson Companies \Synchro\AM Future.sy7 Page 1 <br />Traffic Engineers, Inc. <br />