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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 5: MacArthur Drive & 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 r t t r <br /> Traffic Volume(veh/h) 0 0 0 150 0 70 430 140 0 0 120 30 <br /> Future Volume(veh/h) 0 0 0 150 0 70 430 140 0 0 120 30 <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 1781 1781 1781 1781 1781 0 0 1781 1781 <br /> Adj Flow Rate,veh/h 158 0 9 453 147 0 0 126 11 <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, % 8 8 8 8 8 0 0 8 8 <br /> Cap,veh/h 206 0 183 703 1336 0 0 484 408 <br /> Arrive On Green 0.12 0.00 0.12 0.14 0.25 0.00 0.00 0.27 0.27 <br /> Sat Flow,vehlh 1697 0 1510 1697 1781 0 0 1781 1504 <br /> Grp Volume(v),veh/h 158 0 9 453 147 0 0 126 11 <br /> Grp Sat Flow(s),vehlh/In 1697 0 1510 1697 1781 0 0 1781 1504 <br /> Q Serve(g_s),s 6.3 0.0 0.4 17.7 4.5 0.0 0.0 3.9 0.4 <br /> Cycle Q Clear(g_c),s 6.3 0.0 0.4 17.7 4.5 0.0 0.0 3.9 0.4 <br /> Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 <br /> Lane Grp Cap(c),veh/h 206 0 183 703 1336 0 0 484 408 <br /> V/C Ratio(X) 0.77 0.00 0.05 0.64 0.11 0.00 0.00 0.26 0.03 <br /> Avail Cap(c_a),veh/h 436 0 388 703 1336 0 0 484 408 <br /> HCM Platoon Ratio 1.00 1.00 1.00 0.33 0.33 1.00 1.00 1.00 1.00 <br /> Upstream Filter(I) 1.00 0.00 1.00 0.97 0.97 0.00 0.00 1.00 1.00 <br /> Uniform Delay(d),slveh 29.8 0.0 27.2 25.3 8.3 0.0 0.0 20.0 18.7 <br /> Incr Delay(d2),s/veh 5.9 0.0 0.1 2.0 0.2 0.0 0.0 1.3 0.1 <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 2.8 0.0 0.1 8.2 1.0 0.0 0.0 1.6 0.1 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 35.7 0.0 27.3 27.3 8.4 0.0 0.0 21.3 18.8 <br /> LnGrp LOS D A C C A A A C B <br /> Approach Vol,veh/h 167 600 137 <br /> Approach Delay,s/veh 35.2 22.7 21.1 <br /> Approach LOS D C C <br /> Timer-Assigned Phs 2 5 6 8 <br /> Phs Duration(G+Y+Rc),s 57.0 33.5 23.5 13.0 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 43.0 19.5 19.0 18.0 <br /> Max Q Clear Time(g_c+11),s 6.5 19.7 5.9 8.3 <br /> Green Ext Time(p-c),s 0.8 0.0 0.5 0.5 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 24.8 <br /> HCM 6th LOS C <br /> HCM 6th Signalized Intersection Summary <br /> Fehr&Peers Page 8 <br />