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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) 152 630 133 561 132 1103 127 2189 <br /> v/c Ratio 0.60 0.67 0.54 0.67 0.63 0.97 0.62 1.34 <br /> Control Delay 24.1 17.9 21.7 23.5 47.2 45.7 46.6 183.6 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 24.1 17.9 21.7 23.5 47.2 45.7 46.6 183.6 <br /> Queue Length 50th(ft) 38 73 33 90 50 -265 48 -454 <br /> Queue Length 95th(ft) 69 116 61 131 #148 #382 #142 #549 <br /> Internal Link Dist(ft) 709 407 455 602 <br /> Turn Bay Length(ft) 145 145 105 100 <br /> Base Capacity(vph) 253 1093 246 1006 209 1142 204 1628 <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 0.60 0.58 0.54 0.56 0.63 0.97 0.62 1.34 <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 /> Year 2025+Project-AM 12/20/2018 Year 2025+Project-AM Synchro 10 Report <br /> Page 1 <br /> City Council 18 - 119 2/3/2026 <br />