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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 /> Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br /> Lane Configurations ttt r tt r rr <br /> Traffic Volume(veh/h) 0 1520 1540 0 2340 300 0 0 0 530 0 720 <br /> Future Volume(veh/h) 0 1520 1540 0 2340 300 0 0 0 530 0 720 <br /> Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 <br /> Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Work Zone On Approach No No No <br /> Adj Sat Flow,vehlh/In 0 1781 1781 0 1781 1781 1781 0 1781 <br /> Adj Flow Rate,veh/h 0 1600 0 0 2463 0 558 0 720 <br /> Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br /> Percent Heavy Veh, % 0 8 8 0 8 8 8 0 8 <br /> Cap,veh/h 0 3199 0 2226 899 0 726 <br /> Arrive On Green 0.00 0.66 0.00 0.00 0.66 0.00 0.27 0.00 0.27 <br /> Sat Flow,vehlh 0 5024 1510 0 3474 1510 3291 0 2657 <br /> Grp Volume(v),veh/h 0 1600 0 0 2463 0 558 0 720 <br /> Grp Sat Flow(s),vehlh/In 0 1621 1510 0 1692 1510 1646 0 1329 <br /> Q Serve(g_s),s 0.0 21.8 0.0 0.0 85.5 0.0 19.3 0.0 35.1 <br /> Cycle Q Clear(g_c),s 0.0 21.8 0.0 0.0 85.5 0.0 19.3 0.0 35.1 <br /> Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 <br /> Lane Grp Cap(c),veh/h 0 3199 0 2226 899 0 726 <br /> V/C Ratio(X) 0.00 0.50 0.00 1.11 0.62 0.00 0.99 <br /> Avail Cap(c_a),veh/h 0 3199 0 2226 899 0 726 <br /> HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br /> Upstream Filter(I) 0.00 1.00 0.00 0.00 0.09 0.00 1.00 0.00 1.00 <br /> Uniform Delay(d),slveh 0.0 11.4 0.0 0.0 22.2 0.0 41.4 0.0 47.1 <br /> Incr Delay(d2),s/veh 0.0 0.6 0.0 0.0 48.6 0.0 1.3 0.0 31.4 <br /> Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br /> %ile BackOfQ(50%),veh/In 0.0 7.3 0.0 0.0 44.3 0.0 7.9 0.0 14.6 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 0.0 11.9 0.0 0.0 70.9 0.0 42.7 0.0 78.5 <br /> LnGrp LOS A B A F D A E <br /> Approach Vol,veh/h 1600 A 2463 A 1278 <br /> Approach Delay,s/veh 11.9 70.9 62.9 <br /> Approach LOS B E E <br /> Timer-Assigned Phs 2 4 6 <br /> Phs Duration(G+Y+Rc),s 90.0 40.0 90.0 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 85.5 35.5 85.5 <br /> Max Q Clear Time(g_c+11),s 23.8 37.1 87.5 <br /> Green Ext Time(p-c),s 17.9 0.0 0.0 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 51.3 <br /> HCM 6th LOS D <br /> Notes <br /> Unsignalized Delay for[EBR,WBR]is excluded from calculations of the approach delay and intersection delay. <br /> HCM 6th Signalized Intersection Summary <br /> Fehr&Peers Page 4 <br />