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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 5: MacArthur Drive & WB I-205 Off/On-Ramps 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) 0 0 0 150 0 70 430 140 0 0 120 30 <br /> Future Volume(vph) 0 0 0 150 0 70 430 140 0 0 120 30 <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 0 158 74 453 147 0 0 126 32 <br /> v/c Ratio 0.56 0.22 0.97 0.12 0.20 0.05 <br /> Control Delay 33.7 5.6 68.3 1.2 18.0 0.2 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 33.7 5.6 68.3 1.2 18.0 0.2 <br /> Queue Length 50th(ft) 63 0 220 1 37 0 <br /> Queue Length 95th(ft) 109 22 #391 7 81 0 <br /> Internal Link Dist(ft) 1133 1101 260 945 <br /> Turn Bay Length(ft) 350 350 <br /> Base Capacity(vph) 429 454 465 1235 632 584 <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 0.37 0.16 0.97 0.12 0.20 0.05 <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 />