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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 2: Louise Avenue & SB 1-5 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 2550 2020 0 2730 60 0 0 0 330 0 1000 <br /> Future Volume(vph) 0 2550 2020 0 2730 60 0 0 0 330 0 1000 <br /> Confl. Peds. (#/hr) 10 10 <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 /> Shared Lane Traffic(%) <br /> Lane Group Flow(vph) 0 2684 2126 0 2874 63 0 0 0 347 0 1053 <br /> v/c Ratio 0.90 1.46 1.38 0.04 0.34 1.25 <br /> Control Delay 29.3 223.0 191.2 0.0 40.4 165.7 <br /> Queue Delay 0.7 0.0 0.2 0.0 6.8 0.0 <br /> Total Delay 30.0 223.0 191.4 0.0 47.2 165.7 <br /> Queue Length 50th(ft) 782 1355 1955 0 134 -727 <br /> Queue Length 95th(ft) 857 #1602 m#1510 m0 178 #880 <br /> Internal Link Dist(ft) 730 670 1228 1687 <br /> Turn Bay Length(ft) 500 500 500 <br /> Base Capacity(vph) 2993 1458 2083 1458 1026 840 <br /> Starvation Cap Reductn 0 0 123 0 0 0 <br /> Spillback Cap Reductn 100 0 0 0 620 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 <br /> Reduced v/c Ratio 0.93 1.46 1.47 0.04 0.85 1.25 <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 3 <br />