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River Islands Phase 2 SEIR Cumulative Plus Approved Project <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 0 150 0 90 350 50 0 0 110 20 <br /> Future Volume(vph) 0 0 0 150 0 90 350 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 0 158 95 368 53 0 0 116 21 <br /> v/c Ratio 0.54 0.28 0.99 0.04 0.15 0.03 <br /> Control Delay 30.6 7.0 67.6 2.0 14.8 0.1 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 30.6 7.0 67.6 2.0 14.8 0.1 <br /> Queue Length 50th(ft) 58 0 149 3 29 0 <br /> Queue Length 95th(ft) 101 29 #309 7 67 0 <br /> Internal Link Dist(ft) 1133 1101 260 945 <br /> Turn Bay Length(ft) 350 350 <br /> Base Capacity(vph) 462 487 372 1293 755 684 <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 0.34 0.20 0.99 0.04 0.15 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 />