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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 1: NB 1-5 Off/On-Ramps & Louise Avenue PIM Peak Hour <br /> -11 --1' 4--- t t <br /> Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Traffic Volume(vph) 510 2370 0 0 1610 960 1180 0 530 0 0 0 <br /> Future Volume(vph) 510 2370 0 0 1610 960 1180 0 530 0 0 0 <br /> Confl. Peds. (#/hr) 10 <br /> Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br /> Shared Lane Traffic(%) <br /> Lane Group Flow(vph) 537 2495 0 0 1695 1011 1242 0 558 0 0 0 <br /> v/c Ratio 1.14 1.20 1.14 1.17 1.21 0.65 <br /> Control Delay 136.3 120.9 117.5 108.2 147.5 44.5 <br /> Queue Delay 0.0 0.0 1.4 0.0 0.0 0.0 <br /> Total Delay 136.3 120.9 118.9 108.2 147.5 44.5 <br /> Queue Length 50th(ft) -625 1537 -706 -737 -761 247 <br /> Queue Length 95th(ft) m#755 #1663 #802 #1002 #898 320 <br /> Internal Link Dist(ft) 670 818 1440 1422 <br /> Turn Bay Length(ft) 400 500 500 <br /> Base Capacity(vph) 473 2083 1488 862 1026 863 <br /> Starvation Cap Reductn 0 0 0 0 0 0 <br /> Spillback Cap Reductn 0 0 435 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 <br /> Reduced v/c Ratio 1.14 1.20 1.61 1.17 1.21 0.65 <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 /> Queues <br /> Fehr&Peers Page 1 <br />