Laserfiche WebLink
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) 178 615 108 217 162 1578 143 1325 <br /> v/c Ratio 0.46 0.66 0.44 0.27 0.68 1.49 0.65 0.90 <br /> Control Delay 18.1 20.4 18.1 6.3 49.5 248.0 48.0 31.4 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 18.1 20.4 18.1 6.3 49.5 248.0 48.0 31.4 <br /> Queue Length 50th(ft) 45 87 26 6 62 -481 54 176 <br /> Queue Length 95th(ft) 80 130 51 28 #182 #610 #161 #264 <br /> Internal Link Dist(ft) 709 407 455 602 <br /> Turn Bay Length(ft) 145 145 105 100 <br /> Base Capacity(vph) 384 1044 248 1000 240 1061 221 1478 <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 0.46 0.59 0.44 0.22 0.68 1.49 0.65 0.90 <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-PM 12/20/2018 Year 2025+Project-PM Synchro 10 Report <br /> Page 1 <br /> City Council 18 - 120 2/3/2026 <br />