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River Islands Phase 2 SEIR Cumulative Plus Proposed Project With Valley Link <br /> 6: MacArthur Drive & EB I-205 Off/On-Ramps AIM Peak Hour <br /> -11 --,, 4--- t t <br /> Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Traffic Volume(vph) 40 0 395 0 0 0 0 332 188 70 195 0 <br /> Future Volume(vph) 40 0 395 0 0 0 0 332 188 70 195 0 <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 42 416 0 0 0 0 349 198 74 205 0 <br /> v/c Ratio 0.17 0.72 0.18 0.21 0.35 0.16 <br /> Control Delay 23.1 10.5 9.7 3.2 24.0 3.2 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 23.1 10.5 9.7 3.2 24.0 3.2 <br /> Queue Length 50th(ft) 16 0 32 0 15 0 <br /> Queue Length 95th(ft) 33 59 83 38 56 88 <br /> Internal Link Dist(ft) 966 991 741 260 <br /> Turn Bay Length(ft) 400 350 <br /> Base Capacity(vph) 552 772 1949 933 237 1255 <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 0.08 0.54 0.18 0.21 0.31 0.16 <br /> Intersection Summary <br /> Queues <br /> Fehr&Peers Page 9 <br />