Laserfiche WebLink
Sens Road Distribution Center Existing <br />2: EBFR & Sens Road Timing Plan: AM Peak <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 />1770 <br />3238 <br />0 <br />0 <br />0 <br />0 <br />0 <br />3394 <br />0 <br />1770 <br />3539 <br />0 <br />Fit Permitted <br />0.950 <br />0.950 <br />Satd. Flow (perm) <br />1770 <br />3238 <br />0 <br />0 <br />0 <br />0 <br />0 <br />3394 <br />0 <br />1770 <br />3539 <br />0 <br />Satd. Flow (RTQR) <br />310 <br />72 <br />Volume (vph) <br />188 <br />205 <br />267 <br />0 <br />0 <br />0 <br />0 <br />376 <br />143 <br />92 <br />144 <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 />0.77i <br />0.77 <br />0.77 <br />Lane Group Flow (vph) <br />219 <br />548 <br />0 <br />0 <br />0 <br />0 <br />0 <br />570 <br />0 <br />119 <br />187 <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 />11.7 <br />11.7 <br />12.2 <br />8.4' <br />24.9 <br />Actuated g/C Ratio <br />0.26 <br />0.26 <br />0.27 <br />0.19 <br />0.55 <br />v/c Ratio <br />0.48 <br />0.81 <br />0.59 <br />0.36' <br />0.10 <br />Control Delay <br />18.9 <br />8.3 <br />15.8 <br />22.5 <br />5.6 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0! <br />0.0 <br />Total Delay <br />18.9 <br />8.3 <br />15.8 <br />22.5 <br />5.6 <br />LOS <br />B <br />A <br />B <br />C <br />A <br />Approach Delay <br />11.3 <br />15.8 <br />12.2 <br />Approach LOS <br />B <br />B <br />B <br />Queue Length 50th (ft) <br />45 <br />24 <br />54 <br />26 <br />9 <br />Queue Length 95th (ft) <br />109 <br />62 <br />123 <br />70 <br />24 <br />Internal Link Dist (ft) <br />550 <br />536 1258 <br />893 <br />Turn Bay Length (ft) <br />250 <br />Base Capacity (vph) <br />880 <br />1767 <br />2015 <br />424 <br />2659 <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 />0.25 <br />0.31 <br />0.28 <br />0.28 <br />0.07 <br />Cycle Length: 100 <br />Actuated Cycle Length: 45.1 <br />Control Type: Actuated -Uncoordinated <br />Maximum v/c Ratio: 0.59 <br />Intersection Signal Delay: 13.0 Intersection LOS: B <br />Intersection Capacity Utilization 44.3% 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\AM Existing.sy7 Page 2 <br />Traffic Engineers, Inc. <br />