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River Islands Phase 2 SEIR Cumulative Plus Proposed Project With Valley Link <br /> 7: Chrisman Road & 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 rr ttt r ttt r <br /> Traffic Volume(veh/h) 0 0 0 508 0 930 0 573 510 0 990 590 <br /> Future Volume(veh/h) 0 0 0 508 0 930 0 573 510 0 990 590 <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 535 0 755 0 603 537 0 1042 277 <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 1069 0 951 0 2819 1349 0 2819 874 <br /> Arrive On Green 0.31 0.00 0.31 0.00 0.57 0.57 0.00 0.57 0.57 <br /> Sat Flow,vehlh 3450 0 3070 0 5107 1532 0 5107 1533 <br /> Grp Volume(v),veh/h 535 0 755 0 603 537 0 1042 277 <br /> Grp Sat Flow(s),vehlh/In 1725 0 1535 0 1648 1532 0 1648 1533 <br /> Q Serve(g_s),s 9.5 0.0 16.9 0.0 4.5 4.9 0.0 8.6 7.1 <br /> Cycle Q Clear(g_c),s 9.5 0.0 16.9 0.0 4.5 4.9 0.0 8.6 7.1 <br /> Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00 <br /> Lane Grp Cap(c),veh/h 1069 0 951 0 2819 1349 0 2819 874 <br /> V/C Ratio(X) 0.50 0.00 0.79 0.00 0.21 0.40 0.00 0.37 0.32 <br /> Avail Cap(c_a),veh/h 1403 0 1248 0 2819 1349 0 2819 874 <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 0.86 0.86 0.00 1.00 1.00 <br /> Uniform Delay(d),slveh 21.1 0.0 23.7 0.0 7.9 0.8 0.0 8.8 8.5 <br /> Incr Delay(d2),s/veh 0.4 0.0 2.7 0.0 0.1 0.8 0.0 0.4 1.0 <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 3.6 0.0 6.0 0.0 1.3 0.3 0.0 2.6 2.1 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 21.5 0.0 26.4 0.0 8.0 1.6 0.0 9.2 9.4 <br /> LnGrp LOS C A C A A A A A A <br /> Approach Vol,veh/h 1290 1140 1319 <br /> Approach Delay,s/veh 24.4 5.0 9.2 <br /> Approach LOS C A A <br /> Timer-Assigned Phs 2 6 8 <br /> Phs Duration(G+Y+Rc),s 47.3 47.3 27.7 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 35.5 35.5 30.5 <br /> Max Q Clear Time(g_c+11),s 6.9 10.6 18.9 <br /> Green Ext Time(p-c),s 6.6 8.8 4.4 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 13.1 <br /> HCM 6th LOS B <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 />