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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 2: Louise Avenue & SB 1-5 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) 0 1520 1540 0 2340 300 0 0 0 530 0 720 <br /> Future Volume(vph) 0 1520 1540 0 2340 300 0 0 0 530 0 720 <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 1600 1621 0 2463 316 0 0 0 558 0 758 <br /> v/c Ratio 0.51 1.11 1.12 0.22 0.63 1.00 <br /> Control Delay 12.1 66.7 84.5 0.3 45.3 77.7 <br /> Queue Delay 0.0 0.0 0.2 0.0 0.0 0.0 <br /> Total Delay 12.1 66.7 84.7 0.3 45.3 77.7 <br /> Queue Length 50th(ft) 235 -285 1256 0 213 -347 <br /> Queue Length 95th(ft) 269 #552 #1386 0 275 #499 <br /> Internal Link Dist(ft) 730 670 1228 1687 <br /> Turn Bay Length(ft) 500 500 500 <br /> Base Capacity(vph) 3158 1458 2198 1458 885 755 <br /> Starvation Cap Reductn 0 0 174 0 0 0 <br /> Spillback Cap Reductn 0 0 0 0 0 0 <br /> Storage Cap Reductn 0 0 0 0 0 0 <br /> Reduced v/c Ratio 0.51 1.11 1.22 0.22 0.63 1.00 <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 /> Queues <br /> Fehr&Peers Page 3 <br />