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75D - PH - 2525 N MAIN
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11/14/2019 7:54:38 PM
Creation date
11/14/2019 5:55:43 PM
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City Clerk
Doc Type
Agenda Packet
Agency
Planning & Building
Item #
75D
Date
11/19/2019
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Queues <br />9: Main St & 1-5 NB Ramps/Edgewood <br />Rd <br />09/03/2019 <br />--P� <br />-,* <br />-*--- <br />4- <br />4\ <br />+ <br />I <br />I <br />i <br />Lane Group <br />EBT <br />EBR2 <br />WBT <br />WBR <br />NBL <br />NBT <br />SBL2 <br />SBT <br />SBR <br />NWR <br />Lane Group Flow (vph) <br />12 <br />86 <br />156 <br />99 <br />84 <br />602 <br />70 <br />1386 <br />18 <br />800 <br />v/c Ratio <br />0.05 <br />0.25 <br />0.81 <br />0.29 <br />0.59 <br />0.36 <br />0.53 <br />0.74 <br />0.03 <br />0.92 <br />Control Delay <br />44.2 <br />3.3 <br />80.2 <br />5.1 <br />76.0 <br />36.6 <br />48.3 <br />22.7 <br />0.5 <br />55.5 <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 />0.5 <br />0.0 <br />0.0 <br />Total Delay <br />44.2 <br />3.3 <br />80.2 <br />5.1 <br />76.0 <br />36.6 <br />48.3 <br />23.3 <br />0.5 <br />55.5 <br />Queue Length 50th (ft) <br />8 <br />0 <br />117 <br />0 <br />27 <br />99 <br />48 <br />367 <br />0 <br />330 <br />Queue Length 95th (ft) <br />27 <br />11 <br />#219 <br />23 <br />m#59 <br />m140 <br />91 <br />423 <br />m0 <br />#450 <br />Internal Link Dist (ft) <br />192 <br />268 <br />811 <br />225 <br />Turn Bay Length (ft) <br />140 <br />60 <br />175 <br />150 <br />130 <br />450 <br />Base Capacity(vph) <br />244 <br />359 <br />212 <br />359 <br />143 <br />1684 <br />151 <br />1885 <br />646 <br />917 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />174 <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 />Storage Cap Reductn <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 />0.05 <br />0.24 <br />0.74 <br />0.28 <br />0.59 <br />0.36 <br />0.46 <br />0.81 <br />0.03 <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 />m Volume for 95th percentile queue is metered by upstream signal. <br />The Addington 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 4 <br />
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