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2017-046 - Approving Addendum Nos. 1 and 2
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2017-046 - Approving Addendum Nos. 1 and 2
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Last modified
7/12/2017 3:00:08 PM
Creation date
7/11/2017 9:25:32 AM
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City Clerk
Doc Type
Resolution
Doc #
2017-046
Date
7/5/2017
Destruction Year
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Queues <br />2035 HNTB Design Concept <br />17: Broadway & Santa Ana <br />PM Peak Hour Queues <br />4- <br />4\ <br />T <br />Lane Group <br />WBT <br />WBR <br />NBL <br />NBT <br />SBT <br />Lane Group Flow (vph) <br />794 <br />87 <br />49 <br />745 <br />799 <br />v/c Ratio <br />0.53 <br />0.12 <br />0.23 <br />0.49 <br />0.53 <br />Control Delay <br />16.3 <br />3.7 <br />16.3 <br />15.9 <br />15.5 <br />Queue Delay <br />0.0 <br />0.0 <br />0.6 <br />53.1 <br />0.0 <br />Total Delay <br />16.3 <br />3.7 <br />16.9 <br />69.0 <br />15.5 <br />Queue Length 50th (ft) <br />127 <br />0 <br />13 <br />117 <br />121 <br />Queue Length 95th (ft) <br />176 <br />23 <br />37 <br />163 <br />171 <br />Internal Link Dist(ft) <br />911 <br />87 <br />908 <br />Tum Bay Length (ft) <br />200 <br />Base Capacity (vph) <br />1512 <br />728 <br />212 <br />1516 <br />1501 <br />Starvation Cap Reductn <br />0 <br />0 <br />49 <br />925 <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 />0.53 <br />0.12 <br />0.30 <br />1.26 <br />0.53 <br />Intersection Summary <br />7/2/2015 Baseline Synchro 9 Report <br />Page 7 <br />
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