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River Islands Phase 2 SEIR Cumulative Plus Proposed 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) 540 0 650 0 0 0 0 950 600 1420 930 0 <br /> Future Volume(vph) 540 0 650 0 0 0 0 950 600 1420 930 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(%) 12% 27% <br /> Lane Group Flow(vph) 500 253 499 0 0 0 0 1000 632 1495 979 0 <br /> v/c Ratio 0.84 0.74 0.63 0.95 0.62 0.99 0.40 <br /> Control Delay 52.9 33.9 16.1 57.7 7.6 18.8 3.7 <br /> Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Total Delay 52.9 33.9 16.1 57.7 7.6 18.8 3.7 <br /> Queue Length 50th(ft) 169 96 51 231 16 106 60 <br /> Queue Length 95th(ft) #254 #240 108 #320 69 m#618 m71 <br /> Internal Link Dist(ft) 1475 1882 773 1047 <br /> Turn Bay Length(ft) 600 600 700 550 <br /> Base Capacity(vph) 604 344 798 1051 1014 1511 2444 <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 0.83 0.74 0.63 0.95 0.62 0.99 0.40 <br /> Intersection Summary <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 13 <br />