Laserfiche WebLink
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 />11 <br />81 <br />148 <br />94 <br />79 <br />582 <br />66 <br />1360 <br />18 <br />764 <br />v/c Ratio <br />0.05 <br />0.23 <br />0.76 <br />0.27 <br />0.51 <br />0.35 <br />0.49 <br />0.73 <br />0.03 <br />0.91 <br />Control Delay <br />39.6 <br />1.5 <br />69.4 <br />3.2 <br />34.9 <br />9.0 <br />60.5 <br />34.8 <br />0.1 <br />52.7 <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 />39.6 <br />1.5 <br />69.4 <br />3.2 <br />34.9 <br />9.0 <br />60.5 <br />34.8 <br />0.1 <br />52.7 <br />Queue Length 50th (ft) <br />7 <br />0 <br />100 <br />0 <br />29 <br />34 <br />45 <br />329 <br />0 <br />284 <br />Queue Length 95th (ft) <br />23 <br />0 <br />#182 <br />11 <br />m55 <br />m42 <br />90 <br />390 <br />0 <br />#403 <br />Internal Link Dist (ft) <br />179 <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 />263 <br />383 <br />225 <br />383 <br />156 <br />1665 <br />154 <br />1856 <br />644 <br />883 <br />Starvation Cap Reductn <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />9 <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 />0.04 <br />0.21 <br />0.66 <br />0.25 <br />0.51 <br />0.35 <br />0.43 <br />0.74 <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 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 4 <br />