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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 8: Chrisman Road & EB 1-205 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 rr ttt rr tt <br /> Traffic Volume(veh/h) 530 0 510 0 0 0 0 670 430 570 630 0 <br /> Future Volume(veh/h) 530 0 510 0 0 0 0 670 430 570 630 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 582 0 103 0 705 140 600 663 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 831 0 491 0 2219 1210 704 2475 0 <br /> Arrive On Green 0.16 0.00 0.16 0.00 0.45 0.45 0.28 0.96 0.00 <br /> Sat Flow,vehlh 5175 0 3058 0 5107 2695 3346 3532 0 <br /> Grp Volume(v),veh/h 582 0 103 0 705 140 600 663 0 <br /> Grp Sat Flow(s),vehlh/In 1725 0 1529 0 1648 1348 1673 1721 0 <br /> Q Serve(g_s),s 8.0 0.0 2.2 0.0 6.9 2.3 12.7 0.8 0.0 <br /> Cycle Q Clear(g_c),s 8.0 0.0 2.2 0.0 6.9 2.3 12.7 0.8 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 831 0 491 0 2219 1210 704 2475 0 <br /> V/C Ratio(X) 0.70 0.00 0.21 0.00 0.32 0.12 0.85 0.27 0.00 <br /> Avail Cap(c_a),veh/h 1414 0 836 0 2219 1210 870 2475 0 <br /> HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.00 <br /> Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.95 0.95 0.00 <br /> Uniform Delay(d),slveh 29.8 0.0 27.3 0.0 13.3 12.0 25.9 0.5 0.0 <br /> Incr Delay(d2),s/veh 1.1 0.0 0.2 0.0 0.4 0.2 6.5 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 3.2 0.0 0.8 0.0 2.3 0.6 4.9 0.2 0.0 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 30.8 0.0 27.5 0.0 13.7 12.2 32.4 0.7 0.0 <br /> LnGrp LOS C A C A B B C A A <br /> Approach Vol,veh/h 685 845 1263 <br /> Approach Delay,s/veh 30.4 13.4 15.8 <br /> Approach LOS C B B <br /> Timer-Assigned Phs 1 2 4 6 <br /> Phs Duration(G+Y+Rc),s 20.3 38.2 16.6 58.4 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 19.5 21.5 20.5 45.5 <br /> Max Q Clear Time(g_c+11),s 14.7 8.9 10.0 2.8 <br /> Green Ext Time(p-c),s 1.1 4.2 2.1 4.8 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 18.6 <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 14 <br />