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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
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 2035 HNTB Design Concept <br />1: Raitt & Street Car/Santa Ana PM Peak Hour Queues <br />,(.- t T Is. l <br />Lane Group <br />WBL <br />WBR <br />NBT <br />SBL <br />SBT <br />Lane Group Flow (vph) <br />386 <br />179 <br />1005 <br />103 <br />484 <br />v/c Ratio <br />1.19 <br />0.29 <br />0.90 <br />1.32 <br />0.43 <br />Control Delay <br />163.5 <br />9.4 <br />37.6 <br />238.5 <br />17.1 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />163.5 <br />9.4 <br />37.6 <br />238.5 <br />17.1 <br />Queue Length 50th (ft) <br />—454 <br />20 <br />810 <br />—130 <br />241 <br />Queue Length 95th (ft) <br />#665 <br />78 <br />#1164 <br />#184 <br />322 <br />Internal Link Dist (ft) <br />492 <br />336 <br />Tum Bay Length (ft) <br />Base Capacity (vph) <br />324 <br />627 <br />1118 <br />78 <br />1130 <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 />1.19 <br />0.29 <br />0.90 <br />1.32 <br />0.43 <br />— Volume exceeds capacity, queue is theoretically infinite. <br />Queue shown is maximum after two cycles. <br /># 95th percentile volume exceeds capacity, queue may be longer. <br />Queue shown is maximum after two cycles. <br />7/2/2015 Baseline Synchro 9 Report <br />Page 1 <br />
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