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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 8: Chrisman Road & EB 1-205 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 rr ttt rr tt <br /> Traffic Volume(veh/h) 690 0 650 0 0 0 0 900 600 1150 910 0 <br /> Future Volume(veh/h) 690 0 650 0 0 0 0 900 600 1150 910 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 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 1811 1811 0 <br /> Adj Flow Rate,veh/h 789 0 271 0 947 158 1211 958 0 <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 6 6 0 <br /> Cap,veh/h 933 0 552 0 1479 806 1290 2511 0 <br /> Arrive On Green 0.18 0.00 0.18 0.00 0.30 0.30 0.64 1.00 0.00 <br /> Sat Flow,vehlh 5175 0 3059 0 5107 2692 3346 3532 0 <br /> Grp Volume(v),veh/h 789 0 271 0 947 158 1211 958 0 <br /> Grp Sat Flow(s),vehlh/In 1725 0 1530 0 1648 1346 1673 1721 0 <br /> Q Serve(g_s),s 14.7 0.0 8.0 0.0 16.6 4.4 32.6 0.0 0.0 <br /> Cycle Q Clear(g_c),s 14.7 0.0 8.0 0.0 16.6 4.4 32.6 0.0 0.0 <br /> Prop In Lane 1.00 1.00 0.00 1.00 1.00 0.00 <br /> Lane Grp Cap(c),veh/h 933 0 552 0 1479 806 1290 2511 0 <br /> V/C Ratio(X) 0.85 0.00 0.49 0.00 0.64 0.20 0.94 0.38 0.00 <br /> Avail Cap(c_a),veh/h 1009 0 597 0 1479 806 1523 2511 0 <br /> HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.67 1.67 1.00 <br /> Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.67 0.67 0.00 <br /> Uniform Delay(d),slveh 39.6 0.0 36.9 0.0 30.4 26.1 16.8 0.0 0.0 <br /> Incr Delay(d2),s/veh 6.4 0.0 0.7 0.0 2.1 0.5 7.7 0.3 0.0 <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 6.6 0.0 3.0 0.0 6.6 1.4 8.0 0.1 0.0 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 46.0 0.0 37.5 0.0 32.5 26.6 24.4 0.3 0.0 <br /> LnGrp LOS D A D A C C C A A <br /> Approach Vol,veh/h 1060 1105 2169 <br /> Approach Delay,s/veh 43.8 31.7 13.8 <br /> Approach LOS D C B <br /> Timer-Assigned Phs 1 2 4 6 <br /> Phs Duration(G+Y+Rc),s 43.0 34.4 22.5 77.5 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 45.5 21.5 19.5 71.5 <br /> Max Q Clear Time(g_c+11),s 34.6 18.6 16.7 2.0 <br /> Green Ext Time(p-c),s 3.9 1.8 1.3 8.1 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 25.7 <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 14 <br />