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Sens Road Distribution Center Existing <br />1: WBFR & Sens Road Timing Plan: PM Peak <br />� � i <br />Lane Configurations <br />0.0 31.0 31.0 <br />0.0 15.0 <br />69.0 0.0 <br />0.0 54.0 0.0 <br />Act Effct Green (s) <br />7.8 <br />29.9 <br />29.9 <br />15.6 <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 />3292 <br />0 <br />1770 <br />1863 <br />0 <br />0 <br />1807 <br />0 <br />Fit Permitted <br />Approach Delay <br />17.0 <br />5.3 <br />0.964 <br />Approach LOS i <br />0.360 <br />A <br />B <br />Queue Length 50th (ft) <br />20 <br />Satd. Flow (perm) <br />0 <br />0 <br />0 <br />0 <br />3292 <br />0 <br />671 <br />1863 <br />0 <br />0 <br />1807 <br />0 <br />Satd. Flow (RTQR) <br />165 <br />40 <br />1406 <br />689 <br />1499 <br />1141 <br />Starvation Cap Reductn <br />21 <br />0 <br />Volume (vph) <br />0 <br />0 <br />0 <br />126 <br />4 <br />40 <br />258 <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 />203 <br />0 <br />304 <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 0.0 <br />0.0 54.0 0.0 <br />Act Effct Green (s) <br />7.8 <br />29.9 <br />29.9 <br />15.6 <br />Actuated g/C Ratio <br />0.17 <br />0.65 <br />0.65 <br />0.34 <br />v/c Ratio <br />0.34 <br />0.45 <br />0.04 <br />0.69 <br />Control Delay <br />17.0 <br />5.6 <br />3.0 <br />19.0 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />17.0 <br />5.6 <br />3.0 <br />19.0 <br />LOS <br />B <br />A <br />A <br />B <br />Approach Delay <br />17.0 <br />5.3 <br />19.0 <br />Approach LOS i <br />B <br />A <br />B <br />Queue Length 50th (ft) <br />20 <br />25 <br />3 <br />92 <br />Queue Length 95th (ft) <br />48 <br />53 <br />11 ! <br />179 <br />Internal Link Dist (ft) 750 <br />690 <br />893 <br />609 <br />Turn Bay Length (ft) <br />165 <br />Base Capacity (vph) <br />1406 <br />689 <br />1499 <br />1141 <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 />0.14 <br />0.44 <br />0.03 <br />0.38 <br />Cycle Length: 100 <br />Actuated Cycle Length: 46 <br />Control Type: Actuated - Uncoordinated <br />Maximum v/c Ratio: 0.69 <br />Intersection Signal Delay: 13.7 Intersection LOS: B <br />Intersection Capacity Utilization 51.1';% 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 \PM Existing.sy7 Page 1 <br />Traffic Engineers, Inc. <br />