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Sens Road Distribution Center Existing <br />1: WBFR & Sens Road Timing Plan: AM Peak <br />� � i <br />Lane Configurations <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 />3223 <br />0 <br />1770 <br />1863 <br />0 <br />0 <br />1805 <br />0 <br />Fit Permitted <br />0974 <br />0.640 <br />Satd. Flow (perm) <br />0 <br />0 <br />0 <br />0 <br />3223 <br />0 <br />1192 <br />1863 <br />0 <br />0 <br />1805 <br />0 <br />Satd. Flow (RTOR) <br />109 <br />21 <br />Volume (vph) <br />0 <br />0 <br />0 <br />120 <br />6 <br />96 <br />351 <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 i <br />0.79i <br />0.79 <br />0.79 <br />Lane Group Flow (vph) <br />0 <br />0 <br />0 <br />0 <br />252 <br />0 <br />390 <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 />+7.2 <br />21.5 <br />21.5 <br />7.2 <br />Actuated g/C Ratio <br />0.20 <br />0.58 <br />0.58 <br />0.20 <br />v/c Ratio <br />0.35 <br />0.45 <br />0.14 <br />0.27 <br />Control Delay <br />9.5 <br />6.2 <br />4.1 <br />13.1 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />9.5 <br />6.2 <br />4.1 <br />13.1 <br />LOS <br />A <br />A <br />A <br />B <br />Approach Delay <br />9.5 <br />5.6 <br />13.1 <br />Approach LOS i <br />A <br />A <br />B <br />Queue Length 50th (ft) <br />13 <br />31 <br />11 <br />14 <br />Queue Length 95th (ft) <br />35 <br />78 <br />30 <br />37 <br />Internal Link Dist (ft) 750 <br />690 <br />893 <br />609 <br />Turn Bay Length (ft) <br />165 <br />Base Capacity (vph) <br />1598 <br />854 <br />1509 <br />1143 <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 />0.16 <br />0.46 <br />0.10 <br />0.09 <br />Cycle Length: 100 <br />Actuated Cycle Length: 36.8 <br />Control Type: Actuated -Uncoordinated <br />Maximum v/c Ratio: 0.45 <br />Intersection Signal Delay: 7.6 Intersection LOS: A <br />Intersection Capacity Utilization 44.3% 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 />10s 1 154s <br />31 <br />4/14/2011 <br />Y:\Carson Companies\Synchro\AM Existing.sy7 Page 1 <br />Traffic Engineers, Inc. <br />