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Queues <br /> 1: Euclid St & McFadden II 03/05/2025 <br /> -11 --1' 4--- t t <br /> Lane Group EBL EBT WBL WBT NBL NBT SBL SBT <br /> Lane Group Flow(vph) 149 620 132 552 129 1092 126 2166 <br /> v/c Ratio 0.59 0.67 0.54 0.66 0.62 0.95 0.61 1.32 <br /> Control Delay 23.6 17.6 21.6 23.4 45.8 43.4 45.5 174.2 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 23.6 17.6 21.6 23.4 45.8 43.4 45.5 174.2 <br /> Queue Length 50th(ft) 38 71 33 88 49 -260 47 -447 <br /> Queue Length 95th(ft) 68 113 61 127 #144 #377 #141 #542 <br /> Internal Link Dist(ft) 411 407 455 602 <br /> Turn Bay Length(ft) 145 145 105 100 <br /> Base Capacity(vph) 254 1094 246 1007 209 1145 206 1638 <br /> Starvation Cap Reductn 0 0 0 0 0 0 0 0 <br /> Spillback Cap Reductn 0 0 0 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 0 0 <br /> Reduced v/c Ratio 0.59 0.57 0.54 0.55 0.62 0.95 0.61 1.32 <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 /> Existing-AM 12/20/2018 Existing-AM Synchro 10 Report <br /> Page 1 <br /> City Council 18 - 117 2/3/2026 <br />