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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
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2017-046
Date
7/5/2017
Destruction Year
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Queues <br />2035 HNTB Design Concept <br />43: Santa Ana & Santiago <br />PM Peak Hour Queues <br />Lane Group <br />SEL <br />SET <br />SER <br />NWL <br />NWT <br />NWR <br />NEL <br />NET <br />SWL <br />SWT <br />SWR <br />Lane Group Flow (vph) <br />353 <br />201 <br />114 <br />43 <br />109 <br />87 <br />71 <br />886 <br />136 <br />859 <br />370 <br />v/c Ratio <br />0.69 <br />0.27 <br />0.16 <br />0.09 <br />0.15 <br />0.13 <br />0.60 <br />0.84 <br />0.72 <br />0.73 <br />0.48 <br />Control Delay <br />27.2 <br />16.4 <br />3.9 <br />14.8 <br />15.1 <br />3.2 <br />62.9 <br />27.0 <br />56.2 <br />26.4 <br />4.6 <br />Queue Delay <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />Total Delay <br />27.2 <br />16.4 <br />3.9 <br />14.8 <br />15.1 <br />3.2 <br />62.9 <br />27.0 <br />56.2 <br />26.4 <br />4.6 <br />Queue Length 50th (ft) <br />132 <br />61 <br />0 <br />12 <br />31 <br />0 <br />35 <br />140 <br />62 <br />182 <br />0 <br />Queue Length 95th (ft) <br />230 <br />107 <br />28 <br />32 <br />62 <br />20 <br />m#67 <br />#257 <br />#146 <br />247 <br />54 <br />Internal Link Dist(ft) <br />768 <br />676 <br />814 <br />248 <br />Tum Bay Length (ft) <br />200 <br />200 <br />200 <br />200 <br />Base Capacity(vph) <br />512 <br />745 <br />701 <br />460 <br />745 <br />694 <br />118 <br />1058 <br />188 <br />1179 <br />774 <br />Starvation 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 />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 />0.69 <br />0.27 <br />0.16 <br />0.09 <br />0.15 <br />0.13 <br />0.60 <br />0.84 <br />0.72 <br />0.73 <br />0.48 <br />Intersection Summary <br /># 95th percentile volume exceeds capacity, queue maybe longer. <br />Queue shown is maximum after two cycles. <br />m Volume for 95th percentile queue is metered by upstream signal. <br />7/2/2015 Baseline Synchro 9 Report <br />Page 18 <br />
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