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River Islands Phase 2 SEIR Cumulative Plus Proposed Project <br /> 1: NB 1-5 Off/On-Ramps & Louise Avenue AIM 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) 620 1600 0 0 1260 810 1520 0 380 0 0 0 <br /> Future Volume(vph) 620 1600 0 0 1260 810 1520 0 380 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) 653 1684 0 0 1326 853 1600 0 400 0 0 0 <br /> v/c Ratio 1.40 0.88 1.09 1.03 1.39 0.41 <br /> Control Delay 227.5 29.2 95.1 50.5 214.7 26.6 <br /> Queue Delay 0.0 4.1 0.0 0.0 0.0 0.0 <br /> Total Delay 227.5 33.3 95.1 50.5 214.7 26.6 <br /> Queue Length 50th(ft) -677 564 -422 -313 -852 113 <br /> Queue Length 95th(ft) #905 688 #518 #561 #988 162 <br /> Internal Link Dist(ft) 670 818 1440 1422 <br /> Turn Bay Length(ft) 400 500 500 <br /> Base Capacity(vph) 466 1908 1220 831 1148 967 <br /> Starvation Cap Reductn 0 163 0 0 0 0 <br /> Spillback Cap Reductn 0 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 <br /> Reduced v/c Ratio 1.40 0.97 1.09 1.03 1.39 0.41 <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 /> Queues <br /> Fehr&Peers Page 1 <br />