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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 7: Chrisman Road & 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 0 650 0 1200 0 940 650 0 1410 760 <br /> Future Volume(vph) 0 0 0 650 0 1200 0 940 650 0 1410 760 <br /> Confl. Peds. (#/hr) 2 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 /> Heavy Vehicles(%) 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% 6% <br /> Shared Lane Traffic(%) 50% <br /> Lane Group Flow(vph) 0 0 0 342 342 1263 0 989 684 0 1484 800 <br /> v/c Ratio 0.42 0.42 0.91 0.50 0.50 0.75 0.74 <br /> Control Delay 17.5 17.5 32.5 3.3 17.7 28.3 6.4 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 17.5 17.5 32.5 3.3 17.7 28.3 6.4 <br /> Queue Length 50th(ft) 137 137 383 46 370 290 0 <br /> Queue Length 95th(ft) 212 212 #561 m35 497 347 87 <br /> Internal Link Dist(ft) 1812 1566 1047 868 <br /> Turn Bay Length(ft) 450 300 450 <br /> Base Capacity(vph) 817 817 1389 1981 1378 1981 1083 <br /> Starvation Cap Reductn 0 0 0 0 0 0 0 <br /> Spillback Cap Reductn 0 0 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 0 <br /> Reduced v/c Ratio 0.42 0.42 0.91 0.50 0.50 0.75 0.74 <br /> Intersection Summary <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 11 <br />