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04-21-11 Planning and Zoning
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04-21-11 Planning and Zoning
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8/22/2011 3:36:03 PM
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La Porte TX
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Agenda PACKETS
Date
4/21/2011
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Sens Road Distribution Center Future <br />2 EBFR & Sens Road Timing Plan: AM Peak <br />� � � .4--- - � °� <br />~~ --1. � � � � ~� \ <br />Lane Configurations <br />�49 <br />ti� <br />j5s <br />s <br />06 <br />Act Effet Green (s) <br />12.5 <br />+ <br />110 <br />V ii <br />ft <br />Actuated /C Ratio <br />027 <br />027 <br />028 <br />018 <br />OSS <br />Control Delay <br />180 <br />Gah1 Flow <br />162 <br />230 <br />6.1 <br />Total Delay <br />180 <br />77 <br />Fit Permitted <br />0.950 <br />61 <br />Approach D | <br />0.950 <br />104 <br />162 <br />F| <br />100 <br />Queue Length 50th <br />Satd. Flow (RTOR) <br />Queue Length 95th (ft) <br />430 <br />66 <br />132 <br />74 <br />40 <br />Internal Link Di <br />79 <br />Volume <br />250 <br />Base Capacity <br />Peak Hour Factor <br />O86 <br />0.86 <br />0,86 <br />0.92 <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 <br />Reduced wtRatio <br />0.25 <br />0.37 <br />0.30 <br />0.20 <br />012 <br />Turn Type <br />Perm <br />Prot <br />Protected Phases <br />7 <br />2 <br />1 <br />G <br />Total Split <br />�49 <br />o7 <br />j5s <br />s <br />06 <br />Act Effet Green (s) <br />12.5 <br />12.5 <br />110 <br />8.5 <br />25.8 <br />Actuated /C Ratio <br />027 <br />027 <br />028 <br />018 <br />OSS <br />Control Delay <br />180 <br />77 <br />162 <br />230 <br />6.1 <br />Total Delay <br />180 <br />77 <br />162 <br />230 <br />61 <br />Approach D | <br />104 <br />162 <br />100 <br />Queue Length 50th <br />Queue Length 95th (ft) <br />113 <br />66 <br />132 <br />74 <br />40 <br />Internal Link Di <br />Turn Bay Length (ft) <br />250 <br />Base Capacity <br />G illback Cap Reductn <br />O <br />O <br />O <br />O <br />O <br />Reduced wtRatio <br />0.25 <br />0.37 <br />0.30 <br />0.20 <br />012 <br />Cycle Length: 100 <br />Actuated Cycle Length: 46.9 <br />Control Type: Actuated-Uncoordinated <br />Maximum v1c Ratio: 0.61 <br />Intersection Signal <br />Intersection Capacity Utilization 48.5% ICU Level of Service A <br />Analysis Period (min)1S <br />Splits and Phases: 2: EBFR & Sens Road <br />Y:\CaoonCnmpanios\Gynnhro\AMFutune.sy7 Page <br />Traffic Engineers, Inc. <br />�49 <br />o7 <br />j5s <br />s <br />06 <br />64s I <br />36s <br />Y:\CaoonCnmpanios\Gynnhro\AMFutune.sy7 Page <br />Traffic Engineers, Inc. <br />
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