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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 />+8.1 <br />30.8 <br />30.8 i <br />15.7 <br />Actuated g/C Ratio <br />0.17 <br />0.65 <br />Total Lost Time (s) <br />4.0 <br />40 <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 />3296 <br />0 <br />1770 <br />1863 <br />0 <br />0 <br />1807 <br />0 <br />Fit Permitted <br />Approach Delay <br />17.8 <br />7.7 <br />0.963 <br />Approach LOS i <br />0.360 <br />A <br />B <br />Queue Length 50th (ft) <br />23 <br />Satd. Flow (perm) <br />0 <br />0 <br />0 <br />0 <br />3296 <br />0 <br />671 <br />1863 <br />0 <br />0 <br />1807 <br />0 <br />Satd. Flow (RTQR) <br />165 <br />35 <br />1383 <br />696 <br />1493 <br />1127 <br />Starvation Cap Reductn <br />21 <br />0 <br />Volume (vph) <br />0 <br />0 <br />0 <br />141 <br />4 <br />40 <br />367 <br />38 <br />0 <br />0 <br />309 <br />90 <br />Peak Hour Factor <br />0.92 <br />0.92 <br />0.92 <br />0.84 <br />0.84 <br />0.84 <br />0.85 <br />0.85 <br />0.85 <br />0.92 <br />0.92 <br />0.92 <br />Lane Group Flow (vph) <br />0 <br />0 <br />0 <br />0 <br />221 <br />0 <br />432 <br />45 <br />0 <br />0 <br />434 <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 />+8.1 <br />30.8 <br />30.8 i <br />15.7 <br />Actuated g/C Ratio <br />0.17 <br />0.65 <br />0.65 <br />0.33 <br />v/c Ratio <br />0.37 <br />0.62 <br />0.04 <br />0.70 <br />Control Delay <br />17.8 <br />8.2 <br />3.1 <br />19.6 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />17.8 <br />8.2 <br />3.1 <br />19.6 <br />LOS <br />B <br />A <br />A ; <br />B <br />Approach Delay <br />17.8 <br />7.7 <br />19.6 <br />Approach LOS i <br />B <br />A <br />B <br />Queue Length 50th (ft) <br />23 <br />40 <br />3 <br />93 <br />Queue Length 95th (ft) <br />53 <br />82 <br />11 <br />182 <br />Internal Link Dist (ft) 750 <br />690 <br />893 <br />609 <br />Turn Bay Length (ft) <br />165 <br />Base Capacity (vph) <br />1383 <br />696 <br />1493 <br />1127 <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 />0.62 <br />0.03 <br />0.39 <br />Cycle Length: 100 <br />Actuated Cycle Length: 47.1 <br />Control Type: Actuated - Uncoordinated <br />Maximum v/c Ratio: 0.70 <br />Intersection Signal Delay: 14.2 Intersection LOS: B <br />Intersection Capacity Utilization 57.6% ICU Level of Service B <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 \PM Future.sy7 Page 1 <br />Traffic Engineers, Inc. <br />