Laserfiche WebLink
River Islands Phase 2 SEIR Cumulative Plus Proposed Project With Valley Link <br /> 7: Chrisman Road & WB I-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) 0 0 0 709 0 1560 0 840 640 0 1700 640 <br /> Future Volume(vph) 0 0 0 709 0 1560 0 840 640 0 1700 640 <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 0 373 373 1642 0 884 674 0 1789 674 <br /> v/c Ratio 0.46 0.46 1.17 0.45 0.49 0.90 0.67 <br /> Control Delay 18.2 18.2 108.6 3.1 17.7 35.7 5.4 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 18.2 18.2 108.6 3.1 17.7 35.7 5.4 <br /> Queue Length 50th(ft) 153 153 -696 41 389 383 0 <br /> Queue Length 95th(ft) 235 235 #847 m45 m417 #456 74 <br /> Internal Link Dist(ft) 1812 1566 1047 868 <br /> Turn Bay Length(ft) 450 300 450 <br /> Base Capacity(vph) 817 817 1404 1981 1378 1981 1008 <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 0.46 0.46 1.17 0.45 0.49 0.90 0.67 <br /> Intersection Summary <br /> Volume exceeds capacity,queue is theoretically infinite. <br /> Queue shown is maximum after two cycles. <br /> # 95th percentile volume exceeds capacity,queue may be longer. <br /> Queue shown is maximum after two cycles. <br /> m Volume for 95th percentile queue is metered by upstream signal. <br /> Queues <br /> Fehr&Peers Page 11 <br />