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Queues <br />9: Main St & Edgewood <br />Rd <br />09/13/2019 <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 />43 <br />75 <br />120 <br />92 <br />246 <br />992 <br />111 <br />1384 <br />142 <br />327 <br />v/c Ratio <br />0.20 <br />0.18 <br />0.57 <br />0.22 <br />0.67 <br />0.51 <br />0.68 <br />0.78 <br />0.22 <br />0.71 <br />Control Delay <br />30.0 <br />1.0 <br />41.5 <br />1.2 <br />29.3 <br />14.4 <br />57.1 <br />28.2 <br />4.8 <br />41.4 <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 />Total Delay <br />30.0 <br />1.0 <br />41.5 <br />1.2 <br />29.3 <br />14.4 <br />57.1 <br />28.2 <br />4.8 <br />41.4 <br />Queue Length 50th (ft) <br />19 <br />0 <br />56 <br />0 <br />66 <br />168 <br />55 <br />236 <br />0 <br />86 <br />Queue Length 95th (ft) <br />44 <br />0 <br />101 <br />0 <br />m#122 <br />m215 <br />#127 <br />#302 <br />38 <br />#159 <br />Internal Link Dist (ft) <br />193 <br />268 <br />811 <br />44 <br />Turn Bay Length (ft) <br />140 <br />60 <br />175 <br />150 <br />130 <br />450 <br />Base Capacity(vph) <br />314 <br />515 <br />308 <br />515 <br />368 <br />1957 <br />168 <br />1772 <br />645 <br />467 <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 />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 />0.14 <br />0.15 <br />0.39 <br />0.18 <br />0.67 <br />0.51 <br />0.66 <br />0.78 <br />0.22 <br />0.70 <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 09/12/2019 Existing With Option E Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 4 <br />