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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) 173 602 106 212 158 1546 140 1298 <br /> v/c Ratio 0.45 0.66 0.43 0.27 0.66 1.45 0.63 0.87 <br /> Control Delay 17.9 20.2 17.9 6.3 48.2 231.6 46.8 29.4 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 17.9 20.2 17.9 6.3 48.2 231.6 46.8 29.4 <br /> Queue Length 50th(ft) 44 85 26 6 61 -467 53 171 <br /> Queue Length 95th(ft) 77 126 51 28 #178 #595 #157 #255 <br /> Internal Link Dist(ft) 709 407 455 602 <br /> Turn Bay Length(ft) 145 145 105 100 <br /> Base Capacity(vph) 383 1044 249 998 239 1066 221 1489 <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 A Ratio 0.45 0.58 0.43 0.21 0.66 1.45 0.63 0.87 <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-PM 12/20/2018 Existing-PM Synchro 10 Report <br /> Page 1 <br /> City Council 18 - 118 2/3/2026 <br />