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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 1: NB 1-5 Off/On-Ramps & Louise Avenue 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 tt ttt r rr <br /> Traffic Volume(veh/h) 550 1500 0 0 1220 810 1420 0 380 0 0 0 <br /> Future Volume(veh/h) 550 1500 0 0 1220 810 1420 0 380 0 0 0 <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 0.98 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 1781 1781 0 0 1781 1781 1781 0 1781 <br /> Adj Flow Rate,veh/h 579 1579 0 0 1284 351 1495 0 362 <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, % 8 8 0 0 8 8 8 0 8 <br /> Cap,veh/h 474 1932 0 0 1236 376 1166 0 941 <br /> Arrive On Green 0.28 0.57 0.00 0.00 0.25 0.25 0.35 0.00 0.35 <br /> Sat Flow,vehlh 1697 3474 0 0 5024 1480 3291 0 2657 <br /> Grp Volume(v),veh/h 579 1579 0 0 1284 351 1495 0 362 <br /> Grp Sat Flow(s),vehlh/In 1697 1692 0 0 1621 1480 1646 0 1329 <br /> Q Serve(g_s),s 33.5 45.0 0.0 0.0 30.5 27.8 42.5 0.0 12.2 <br /> Cycle Q Clear(g_c),s 33.5 45.0 0.0 0.0 30.5 27.8 42.5 0.0 12.2 <br /> Prop In Lane 1.00 0.00 0.00 1.00 1.00 1.00 <br /> Lane Grp Cap(c),veh/h 474 1932 0 0 1236 376 1166 0 941 <br /> V/C Ratio(X) 1.22 0.82 0.00 0.00 1.04 0.93 1.28 0.00 0.38 <br /> Avail Cap(c_a),veh/h 474 1932 0 0 1236 376 1166 0 941 <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) 0.83 0.83 0.00 0.00 1.00 1.00 1.00 0.00 1.00 <br /> Uniform Delay(d),slveh 43.3 20.7 0.0 0.0 44.8 43.8 38.8 0.0 29.0 <br /> Incr Delay(d2),s/veh 115.2 3.3 0.0 0.0 36.2 32.2 133.8 0.0 0.3 <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 28.7 17.1 0.0 0.0 16.0 13.3 38.3 0.0 3.9 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 158.4 24.0 0.0 0.0 81.0 76.0 172.5 0.0 29.2 <br /> LnGrp LOS F C A A F E F A C <br /> Approach Vol,veh/h 2158 1635 1857 <br /> Approach Delay,s/veh 60.1 79.9 144.6 <br /> Approach LOS E E F <br /> Timer-Assigned Phs 2 4 7 8 <br /> Phs Duration(G+Y+Rc),s 47.0 73.0 38.0 35.0 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 42.5 68.5 33.5 30.5 <br /> Max Q Clear Time(g_c+11),s 44.5 47.0 35.5 32.5 <br /> Green Ext Time(p-c),s 0.0 12.2 0.0 0.0 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 93.6 <br /> HCM 6th LOS F <br /> HCM 6th Signalized Intersection Summary <br /> Fehr&Peers Page 2 <br />