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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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7/12/2017 3:00:08 PM
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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 2035 HNTB Design Concept <br />2: Ross & Santa Ana & 5th PM Peak Hour Queues <br />--W --* --* 4\ <br />Lane Group <br />EBL <br />EBT <br />EBR <br />NBL <br />NBT <br />NBR2 <br />SBL <br />SBT <br />SBR <br />SWL <br />SWR <br />Lane Group Flow (vph) <br />87 <br />576 <br />82 <br />71 <br />255 <br />130 <br />87 <br />250 <br />109 <br />136 <br />1136 <br />v/c Ratio <br />0.55 <br />0.60 <br />0.15 <br />0.30 <br />0.53 <br />0.24 <br />0.38 <br />0.52 <br />0.20 <br />0.30 <br />0.87 <br />Control Delay <br />44.9 <br />25.4 <br />0.6 <br />25.1 <br />27.0 <br />2.8 <br />27.0 <br />26.8 <br />1.8 <br />23.9 <br />30.5 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />1.6 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />44.9 <br />25.4 <br />0.6 <br />25.1 <br />28.7 <br />2.8 <br />27.0 <br />26.8 <br />1.8 <br />23.9 <br />30.5 <br />Queue Length 50th (ft) <br />37 <br />113 <br />0 <br />25 <br />94 <br />0 <br />31 <br />92 <br />0 <br />54 <br />224 <br />Queue Length 95th (ft) <br />#89 <br />163 <br />0 <br />59 <br />162 <br />20 <br />70 <br />159 <br />10 <br />100 <br />#318 <br />Internal Link Dist(ft) <br />629 <br />179 <br />316 <br />1040 <br />Tum Bay Length (ft) <br />200 <br />200 <br />100 <br />200 <br />100 <br />200 <br />Base Capacity(vph) <br />159 <br />955 <br />558 <br />236 <br />481 <br />542 <br />232 <br />481 <br />542 <br />455 <br />1313 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />102 <br />0 <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 />0 <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 />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Reduced v/c Ratio <br />0.55 <br />0.60 <br />0.15 <br />0.30 <br />0.67 <br />0.24 <br />0.38 <br />0.52 <br />0.20 <br />0.30 <br />0.87 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue may be longer. <br />Queue shown is maximum after two cycles. <br />7/22015 Baseline Synchro 9 Report <br />Page 2 <br />
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