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Sens Road Distribution Center Existing <br />2: EBFR & Sens Road Timing Plan: PM Peak <br />Lane Configurations <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 />1770 <br />3104 <br />0 <br />0 <br />0 <br />0 <br />0 <br />3291 <br />0 <br />1770 <br />3539 <br />0 <br />Fit Permitted <br />0.950 <br />0.950 <br />Satd. Flow (perm) <br />1770 <br />3104 <br />0 <br />0 <br />0 <br />0 <br />0 <br />3291 <br />0 <br />1770 <br />3539 <br />0 <br />Satd. Flow (RTQR) <br />386 <br />220 <br />Volume (vph) <br />65 <br />71 <br />332 <br />0 <br />0 <br />0 <br />0 <br />231 <br />200 <br />174 <br />260 <br />0 <br />Peak Hour Factor <br />0.86 <br />0.86 <br />0.86 <br />092 <br />0.92 <br />0.92 <br />0.91 <br />0.91 <br />0.91 <br />0.77 <br />0.77 <br />0.77 <br />Lane Group Flow (vph) <br />76 <br />469 <br />0 <br />0 <br />0 <br />0 <br />0 <br />474 <br />0 <br />226 <br />338 <br />0 <br />Turn Type <br />Perm <br />Prot <br />Protected Phases <br />7 <br />2 <br />1 <br />6 <br />Total Split (s) <br />36.0 <br />36.0 <br />0.0 0.0 0.0 0.0 0.0 49.0 <br />0.0 15.0 <br />64.0 0.0 <br />Act Effct Green (s) <br />7.9 <br />79 <br />8.7 <br />11.2 <br />24.0 <br />Actuated g/C Ratio <br />0.20 <br />0.20 <br />0.22 <br />0.28 <br />0.60 <br />v/c Ratio <br />0.22 <br />0.51 <br />0.53 <br />0.46 <br />0.16 <br />Control Delay <br />15.6 <br />5.7 <br />9.8 <br />17.4 <br />4.1 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />15.6 <br />5.7 <br />9.8 <br />17.4 <br />4.1 <br />LOS <br />B <br />A <br />A; <br />B <br />A <br />Approach Delay <br />7.1 <br />9.8 <br />9.4 <br />Approach LOS i <br />A <br />A <br />A <br />Queue Length 50th (ft) <br />14 <br />7 <br />24 <br />39 <br />12 <br />Queue Length 95th (ft) <br />40 <br />34 <br />61 <br />94 <br />28 <br />Internal Link Dist (ft) <br />550 <br />536 1258 <br />893 <br />Turn Bay Length (ft) <br />250' <br />Base Capacity (vph) <br />887 <br />1749 <br />2038 <br />495 <br />2794 <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 />0.09 <br />0.27 <br />0.23 <br />0.46 <br />0.12 <br />Cycle Length: 100 <br />Actuated Cycle Length: 40 <br />Control Type: Actuated -Uncoordinated <br />Maximum v/c Ratio: 0.53 <br />Intersection Signal Delay: 8.7 Intersection LOS: A <br />Intersection Capacity Utilization 51.1';°l ICU', Level of Service A <br />Analysis Period (min) 15 <br />Splits and Phases: 2: EBFR & Sens Road <br />01 <br />I m2 <br />m7 <br />j5s <br />49s <br />06 <br />64s I <br />36 s <br />4/14/2011 <br />Y:\Carson Companies\Synchro\PM Existing.sy7 Page 2 <br />Traffic Engineers, Inc. <br />