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Queues <br />6: Main St & Memory Lane 09/03/2019 <br />The Addington 09/03/2019 Year 2040 Conditions - AM Peak hour Synchro 10 Report <br />Page 2 <br />Lane Group EBL EBT WBL WBT WBR NBL NBT SBL SBT <br />Lane Group Flow (vph) 251 334 353 255 32 39 1441 39 1845 <br />v/c Ratio 0.75 0.24 1.03 0.26 0.06 0.20 0.69 0.14 0.84 <br />Control Delay 67.5 28.3 109.1 34.7 0.2 76.7 26.2 51.1 34.8 <br />Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />Total Delay 67.5 28.3 109.1 34.7 0.2 76.7 26.2 51.1 34.8 <br />Queue Length 50th (ft) 98 60 ~150 81 0 16 182 14 479 <br />Queue Length 95th (ft) #152 87 #247 118 0 m34 294 31 #602 <br />Internal Link Dist (ft)480 364 678 516 <br />Turn Bay Length (ft) 130 230 470 230 160 <br />Base Capacity (vph) 343 1395 343 982 551 343 2080 343 2189 <br />Starvation Cap Reductn 000000000 <br />Spillback Cap Reductn 000000000 <br />Storage Cap Reductn 000000000 <br />Reduced v/c Ratio 0.73 0.24 1.03 0.26 0.06 0.11 0.69 0.11 0.84 <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 />m Volume for 95th percentile queue is metered by upstream signal. <br />2-516