Laserfiche WebLink
Queues <br />15: Lawson Way/SR-22 <br />EB Ramps <br />& Town and Country <br />Road <br />09/13/2019 <br />-,* <br />--P� <br />` <br />.0--- <br />k- <br />4\ <br />T <br />Lane Group <br />EBL <br />EBT <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />SBL <br />SBT <br />SBR <br />Lane Group Flow (vph) <br />326 <br />235 <br />68 <br />68 <br />113 <br />26 <br />160 <br />366 <br />506 <br />462 <br />v/c Ratio <br />0.90 <br />0.44 <br />0.58 <br />0.09 <br />0.25 <br />0.07 <br />0.23 <br />0.76 <br />1.06 <br />0.62 <br />Control Delay <br />69.1 <br />23.4 <br />61.7 <br />28.2 <br />6.0 <br />30.0 <br />27.9 <br />42.0 <br />89.5 <br />6.8 <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 />69.1 <br />23.4 <br />61.7 <br />28.2 <br />6.0 <br />30.0 <br />27.9 <br />42.0 <br />89.5 <br />6.8 <br />Queue Length 50th (ft) <br />95 <br />82 <br />38 <br />16 <br />0 <br />12 <br />35 <br />191 <br />-322 <br />0 <br />Queue Length 95th (ft) <br />#173 <br />153 <br />#96 <br />33 <br />35 <br />34 <br />63 <br />#320 <br />#528 <br />80 <br />Internal Link Dist (ft) <br />484 <br />439 <br />376 <br />296 <br />Turn Bay Length (ft) <br />175 <br />180 <br />160 <br />100 <br />450 <br />Base Capacity(vph) <br />362 <br />531 <br />118 <br />786 <br />450 <br />354 <br />707 <br />481 <br />478 <br />745 <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 />0.90 <br />0.44 <br />0.58 <br />0.09 <br />0.25 <br />0.07 <br />0.23 <br />0.76 <br />1.06 <br />0.62 <br />Intersection Summary <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 />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 8 <br />