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River Islands Phase 2 SEIR Cumulative Plus Proposed 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) 590 2450 0 0 1760 960 1190 0 530 0 0 0 <br /> Future Volume(vph) 590 2450 0 0 1760 960 1190 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) 621 2579 0 0 1853 1011 1253 0 558 0 0 0 <br /> v/c Ratio 1.31 1.24 1.25 1.19 1.22 0.65 <br /> Control Delay 199.5 138.6 159.1 114.4 151.7 44.5 <br /> Queue Delay 0.0 0.0 1.5 0.0 0.0 0.0 <br /> Total Delay 199.5 138.6 160.6 114.4 151.7 44.5 <br /> Queue Length 50th(ft) -801 1631 -823 -757 -773 247 <br /> Queue Length 95th(ft) m#865 #1753 #917 #1022 #910 320 <br /> Internal Link Dist(ft) 670 818 1440 1422 <br /> Turn Bay Length(ft) 400 500 500 <br /> Base Capacity(vph) 473 2083 1488 852 1026 863 <br /> Starvation Cap Reductn 0 0 0 0 0 0 <br /> Spillback Cap Reductn 0 0 467 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 <br /> Reduced v/c Ratio 1.31 1.24 1.81 1.19 1.22 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 />