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River Islands Phase 2 SEIR Cumulative Plus Proposed Project With Valley Link <br /> 7: Chrisman Road & 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 0 508 0 930 0 573 510 0 990 590 <br /> Future Volume(vph) 0 0 0 508 0 930 0 573 510 0 990 590 <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 0 267 268 979 0 603 537 0 1042 621 <br /> v/c Ratio 0.41 0.41 0.75 0.26 0.40 0.45 0.60 <br /> Control Delay 18.2 18.2 16.0 3.1 12.2 14.0 3.9 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 18.2 18.2 16.0 3.1 12.2 14.0 3.9 <br /> Queue Length 50th(ft) 89 90 135 9 274 112 0 <br /> Queue Length 95th(ft) 153 154 217 14 361 146 52 <br /> Internal Link Dist(ft) 1812 1566 1047 868 <br /> Turn Bay Length(ft) 450 300 450 <br /> Base Capacity(vph) 657 657 1303 2316 1331 2316 1038 <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 0.41 0.41 0.75 0.26 0.40 0.45 0.60 <br /> Intersection Summary <br /> Queues <br /> Fehr&Peers Page 11 <br />