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River Islands Phase 2 SEIR Cumulative Plus Proposed Project <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 0 520 0 0 0 0 680 450 810 680 0 <br /> Future Volume(vph) 450 0 520 0 0 0 0 680 450 810 680 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(%) 13% 27% <br /> Lane Group Flow(vph) 412 210 399 0 0 0 0 716 474 853 716 0 <br /> v/c Ratio 0.58 0.52 0.43 0.49 0.43 0.89 0.32 <br /> Control Delay 28.5 13.0 4.1 23.3 3.6 26.9 4.7 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 28.5 13.0 4.1 23.3 3.6 26.9 4.7 <br /> Queue Length 50th(ft) 91 28 0 101 0 191 47 <br /> Queue Length 95th(ft) 131 97 32 136 35 #309 77 <br /> Internal Link Dist(ft) 1475 1882 773 1047 <br /> Turn Bay Length(ft) 600 600 700 550 <br /> Base Capacity(vph) 847 453 1037 1462 1114 959 2211 <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 0.49 0.46 0.38 0.49 0.43 0.89 0.32 <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 />