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River Islands Phase 2 SEIR Cumulative Plus Proposed Project With Valley Link <br /> 5: MacArthur Drive & WB I-205 Off/On-Ramps 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) 0 0 0 155 0 100 322 50 0 0 110 20 <br /> Future Volume(vph) 0 0 0 155 0 100 322 50 0 0 110 20 <br /> Confl. Peds. (#/hr) 2 <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) 0 0 0 0 163 105 339 53 0 0 116 21 <br /> v/c Ratio 0.55 0.30 0.91 0.04 0.17 0.03 <br /> Control Delay 30.7 7.5 52.0 2.2 15.2 0.1 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 30.7 7.5 52.0 2.2 15.2 0.1 <br /> Queue Length 50th(ft) 60 0 135 3 29 0 <br /> Queue Length 95th(ft) 103 33 #277 7 68 0 <br /> Internal Link Dist(ft) 1133 1101 260 945 <br /> Turn Bay Length(ft) 350 350 <br /> Base Capacity(vph) 462 489 372 1202 687 632 <br /> Starvation Cap Reductn 0 0 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 0.35 0.21 0.91 0.04 0.17 0.03 <br /> Intersection Summary <br /> # 95th percentile volume exceeds capacity,queue may be longer. <br /> Queue shown is maximum after two cycles. <br /> Queues <br /> Fehr&Peers Page 7 <br />