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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 5: MacArthur Drive & WB I-205 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 4 r t t r <br /> Traffic Volume(veh/h) 0 0 0 150 0 90 350 50 0 0 110 20 <br /> Future Volume(veh/h) 0 0 0 150 0 90 350 50 0 0 110 20 <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 1781 1781 1781 1781 1781 0 0 1781 1781 <br /> Adj Flow Rate,veh/h 158 0 11 368 53 0 0 116 8 <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 8 8 8 0 0 8 8 <br /> Cap,veh/h 209 0 186 639 1315 0 0 521 440 <br /> Arrive On Green 0.12 0.00 0.12 0.38 0.74 0.00 0.00 0.29 0.29 <br /> Sat Flow,vehlh 1697 0 1510 1697 1781 0 0 1781 1505 <br /> Grp Volume(v),veh/h 158 0 11 368 53 0 0 116 8 <br /> Grp Sat Flow(s),vehlh/In 1697 0 1510 1697 1781 0 0 1781 1505 <br /> Q Serve(g_s),s 5.9 0.0 0.4 11.2 0.5 0.0 0.0 3.2 0.2 <br /> Cycle Q Clear(g_c),s 5.9 0.0 0.4 11.2 0.5 0.0 0.0 3.2 0.2 <br /> Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 <br /> Lane Grp Cap(c),veh/h 209 0 186 639 1315 0 0 521 440 <br /> V/C Ratio(X) 0.76 0.00 0.06 0.58 0.04 0.00 0.00 0.22 0.02 <br /> Avail Cap(c_a),veh/h 470 0 418 639 1315 0 0 521 440 <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) 1.00 0.00 1.00 0.99 0.99 0.00 0.00 1.00 1.00 <br /> Uniform Delay(d),slveh 27.6 0.0 25.2 16.1 2.3 0.0 0.0 17.4 16.4 <br /> Incr Delay(d2),s/veh 5.5 0.0 0.1 1.3 0.1 0.0 0.0 1.0 0.1 <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 2.5 0.0 0.1 4.0 0.1 0.0 0.0 1.3 0.1 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 33.0 0.0 25.3 17.4 2.3 0.0 0.0 18.4 16.4 <br /> LnGrp LOS C A C B A A A B B <br /> Approach Vol,veh/h 169 421 124 <br /> Approach Delay,s/veh 32.5 15.5 18.3 <br /> Approach LOS C B B <br /> Timer-Assigned Phs 2 5 6 8 <br /> Phs Duration(G+Y+Rc),s 52.5 29.0 23.5 12.5 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 38.0 14.5 19.0 18.0 <br /> Max Q Clear Time(g_c+11),s 2.5 13.2 5.2 7.9 <br /> Green Ext Time(p-c),s 0.2 0.2 0.4 0.6 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 20.0 <br /> HCM 6th LOS C <br /> HCM 6th Signalized Intersection Summary <br /> Fehr&Peers Page 8 <br />