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River Islands Phase 2 SEIR Cumulative Plus Proposed 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 1560 0 840 650 0 1700 640 <br /> Future Volume(veh/h) 0 0 0 650 0 1560 0 840 650 0 1700 640 <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 1589 0 884 684 0 1789 252 <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 1742 0 1550 0 2002 1395 0 2002 621 <br /> Arrive On Green 0.50 0.00 0.50 0.00 0.41 0.41 0.00 0.41 0.41 <br /> Sat Flow,vehlh 3450 0 3070 0 5107 1531 0 5107 1533 <br /> Grp Volume(v),veh/h 684 0 1589 0 884 684 0 1789 252 <br /> Grp Sat Flow(s),vehlh/In 1725 0 1535 0 1648 1531 0 1648 1533 <br /> Q Serve(g_s),s 12.2 0.0 50.5 0.0 13.0 7.3 0.0 33.7 11.7 <br /> Cycle Q Clear(g_c),s 12.2 0.0 50.5 0.0 13.0 7.3 0.0 33.7 11.7 <br /> Prop In Lane 1.00 1.00 0.00 1.00 0.00 1.00 <br /> Lane Grp Cap(c),veh/h 1742 0 1550 0 2002 1395 0 2002 621 <br /> V/C Ratio(X) 0.39 0.00 1.03 0.00 0.44 0.49 0.00 0.89 0.41 <br /> Avail Cap(c_a),veh/h 1742 0 1550 0 2002 1395 0 2002 621 <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 0.28 0.28 0.00 1.00 1.00 <br /> Uniform Delay(d),slveh 15.3 0.0 24.8 0.0 21.6 0.7 0.0 27.7 21.2 <br /> Incr Delay(d2),s/veh 0.1 0.0 29.5 0.0 0.2 0.3 0.0 6.6 2.0 <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 4.6 0.0 23.0 0.0 4.8 0.1 0.0 13.5 4.3 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 15.4 0.0 54.2 0.0 21.8 1.1 0.0 34.4 23.2 <br /> LnGrp LOS B A F A C A A C C <br /> Approach Vol,veh/h 2273 1568 2041 <br /> Approach Delay,s/veh 42.5 12.7 33.0 <br /> Approach LOS D B C <br /> Timer-Assigned Phs 2 6 8 <br /> Phs Duration(G+Y+Rc),s 45.0 45.0 55.0 <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 15.0 35.7 52.5 <br /> Green Ext Time(p-c),s 9.9 4.1 0.0 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 31.3 <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 />