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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 7: Chrisman Road & WB I-205 Off/On-Ramps PIM 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 rr ttt r ttt r <br /> Traffic Volume(veh/h) 0 0 0 650 0 1200 0 940 650 0 1410 760 <br /> Future Volume(veh/h) 0 0 0 650 0 1200 0 940 650 0 1410 760 <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 1811 1811 1811 0 1811 1811 0 1811 1811 <br /> Adj Flow Rate,veh/h 684 0 1226 0 989 684 0 1484 299 <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, % 6 6 6 0 6 6 0 6 6 <br /> Cap,veh/h 1560 0 1388 0 2263 1395 0 2263 702 <br /> Arrive On Green 0.45 0.00 0.45 0.00 0.46 0.46 0.00 0.46 0.46 <br /> Sat Flow,vehlh 3450 0 3070 0 5107 1531 0 5107 1533 <br /> Grp Volume(v),veh/h 684 0 1226 0 989 684 0 1484 299 <br /> Grp Sat Flow(s),vehlh/In 1725 0 1535 0 1648 1531 0 1648 1533 <br /> Q Serve(g_s),s 13.5 0.0 36.4 0.0 13.6 7.3 0.0 23.3 13.1 <br /> Cycle Q Clear(g_c),s 13.5 0.0 36.4 0.0 13.6 7.3 0.0 23.3 13.1 <br /> Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00 <br /> Lane Grp Cap(c),veh/h 1560 0 1388 0 2263 1395 0 2263 702 <br /> V/C Ratio(X) 0.44 0.00 0.88 0.00 0.44 0.49 0.00 0.66 0.43 <br /> Avail Cap(c_a),veh/h 1742 0 1550 0 2263 1395 0 2263 702 <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 0.00 0.42 0.42 0.00 1.00 1.00 <br /> Uniform Delay(d),slveh 18.7 0.0 25.0 0.0 18.4 0.7 0.0 21.0 18.3 <br /> Incr Delay(d2),s/veh 0.2 0.0 5.9 0.0 0.3 0.5 0.0 1.5 1.9 <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 5.2 0.0 13.5 0.0 4.9 0.2 0.0 8.6 4.7 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 18.9 0.0 30.9 0.0 18.6 1.3 0.0 22.5 20.2 <br /> LnGrp LOS B A C A B A A C C <br /> Approach Vol,veh/h 1910 1673 1783 <br /> Approach Delay,s/veh 26.6 11.5 22.1 <br /> Approach LOS C B C <br /> Timer-Assigned Phs 2 6 8 <br /> Phs Duration(G+Y+Rc),s 50.3 50.3 49.7 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 40.5 40.5 50.5 <br /> Max Q Clear Time(g_c+11),s 15.6 25.3 38.4 <br /> Green Ext Time(p-c),s 10.8 9.6 6.8 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 20.4 <br /> HCM 6th LOS C <br /> Notes <br /> User approved volume balancing among the lanes for turning movement. <br /> HCM 6th Signalized Intersection Summary <br /> Fehr&Peers Page 12 <br />