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River Islands Phase 2 SEIR Cumulative Plus Proposed Project With Valley Link <br /> 8: Chrisman Road & EB 1-205 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) 450 0 512 0 0 0 0 633 497 810 688 0 <br /> Future Volume(vph) 450 0 512 0 0 0 0 633 497 810 688 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(%) 14% 26% <br /> Lane Group Flow(vph) 408 206 399 0 0 0 0 666 523 853 724 0 <br /> v/c Ratio 0.57 0.52 0.43 0.46 0.46 0.89 0.33 <br /> Control Delay 28.4 13.5 4.1 22.9 3.6 26.7 4.8 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 28.4 13.5 4.1 22.9 3.6 26.7 4.8 <br /> Queue Length 50th(ft) 90 30 0 93 0 191 47 <br /> Queue Length 95th(ft) 130 98 32 126 36 #310 81 <br /> Internal Link Dist(ft) 1475 1882 773 1047 <br /> Turn Bay Length(ft) 600 600 700 550 <br /> Base Capacity(vph) 847 449 1037 1462 1149 959 2212 <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 0.48 0.46 0.38 0.46 0.46 0.89 0.33 <br /> Intersection Summary <br /> # 95th percentile volume exceeds capacity,queue may be longer. <br /> Queue shown is maximum after two cycles. <br /> Queues <br /> Fehr&Peers Page 13 <br />