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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 8: Chrisman Road & EB 1-205 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) 530 0 510 0 0 0 0 670 430 570 630 0 <br /> Future Volume(vph) 530 0 510 0 0 0 0 670 430 570 630 0 <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(%) 20% 21% <br /> Lane Group Flow(vph) 446 225 424 0 0 0 0 705 453 600 663 0 <br /> v/c Ratio 0.60 0.60 0.43 0.42 0.38 0.77 0.30 <br /> Control Delay 28.4 21.6 4.0 20.9 3.3 21.3 5.1 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 28.4 21.6 4.0 20.9 3.3 21.3 5.1 <br /> Queue Length 50th(ft) 97 65 0 96 0 128 56 <br /> Queue Length 95th(ft) 142 148 33 134 34 173 80 <br /> Internal Link Dist(ft) 1475 1882 773 1047 <br /> Turn Bay Length(ft) 600 600 700 550 <br /> Base Capacity(vph) 847 418 1055 1684 1198 858 2178 <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 0.53 0.54 0.40 0.42 0.38 0.70 0.30 <br /> Intersection Summary <br /> Queues <br /> Fehr&Peers Page 13 <br />