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River Islands Phase 2 SEIR Cumulative Plus Approved Project <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 0 500 0 750 0 690 510 0 700 470 <br /> Future Volume(vph) 0 0 0 500 0 750 0 690 510 0 700 470 <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 0 263 263 789 0 726 537 0 737 495 <br /> v/c Ratio 0.40 0.40 0.64 0.31 0.40 0.32 0.51 <br /> Control Delay 18.1 18.1 14.5 4.2 11.3 12.7 3.3 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 18.1 18.1 14.5 4.2 11.3 12.7 3.3 <br /> Queue Length 50th(ft) 88 88 107 13 269 73 0 <br /> Queue Length 95th(ft) 150 150 171 21 363 99 47 <br /> Internal Link Dist(ft) 1812 1566 1047 868 <br /> Turn Bay Length(ft) 450 300 450 <br /> Base Capacity(vph) 657 657 1240 2316 1331 2316 971 <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 0.40 0.40 0.64 0.31 0.40 0.32 0.51 <br /> Intersection Summary <br /> Queues <br /> Fehr&Peers Page 11 <br />