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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 8: Chrisman Road & EB 1-205 Off/On-Ramps PIM 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) 690 0 650 0 0 0 0 900 600 1150 910 0 <br /> Future Volume(vph) 690 0 650 0 0 0 0 900 600 1150 910 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(%) 21% 20% <br /> Lane Group Flow(vph) 574 289 547 0 0 0 0 947 632 1211 958 0 <br /> v/c Ratio 0.95 0.94 0.68 0.78 0.58 0.87 0.39 <br /> Control Delay 67.0 71.5 18.2 41.3 6.2 8.4 3.9 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 67.0 71.5 18.2 41.3 6.2 8.4 3.9 <br /> Queue Length 50th(ft) 200 179 62 210 9 56 60 <br /> Queue Length 95th(ft) #312 #382 126 #293 60 51 73 <br /> Internal Link Dist(ft) 1475 1882 773 1047 <br /> Turn Bay Length(ft) 600 600 700 550 <br /> Base Capacity(vph) 604 306 808 1215 1099 1502 2435 <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 0.95 0.94 0.68 0.78 0.58 0.81 0.39 <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 />