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River Islands Phase 2 SEIR Cumulative Plus Proposed 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 80 430 380 0 0 120 110 <br /> Future Volume(veh/h) 0 0 0 150 0 80 430 380 0 0 120 110 <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 10 453 400 0 0 126 38 <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 0 184 703 1336 0 0 484 408 <br /> Arrive On Green 0.12 0.00 0.12 0.55 1.00 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 10 453 400 0 0 126 38 <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 13.0 0.1 0.0 0.0 3.9 1.3 <br /> Cycle Q Clear(g_c),s 6.3 0.0 0.4 13.0 0.1 0.0 0.0 3.9 1.3 <br /> Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00 <br /> Lane Grp Cap(c),veh/h 206 0 184 703 1336 0 0 484 408 <br /> V/C Ratio(X) 0.77 0.00 0.05 0.64 0.30 0.00 0.00 0.26 0.09 <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 1.33 1.33 1.00 1.00 1.00 1.00 <br /> Upstream Filter(I) 1.00 0.00 1.00 0.94 0.94 0.00 0.00 1.00 1.00 <br /> Uniform Delay(d),slveh 29.8 0.0 27.2 12.1 0.0 0.0 0.0 20.0 19.1 <br /> Incr Delay(d2),s/veh 5.9 0.0 0.1 1.9 0.5 0.0 0.0 1.3 0.5 <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 3.9 0.2 0.0 0.0 1.6 0.5 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 35.6 0.0 27.3 14.0 0.6 0.0 0.0 21.3 19.5 <br /> LnGrp LOS D A C B A A A C B <br /> Approach Vol,veh/h 168 853 164 <br /> Approach Delay,s/veh 35.1 7.7 20.9 <br /> Approach LOS D A 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 2.1 15.0 5.9 8.3 <br /> Green Ext Time(p-c),s 2.5 0.7 0.5 0.5 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 13.4 <br /> HCM 6th LOS B <br /> HCM 6th Signalized Intersection Summary <br /> Fehr&Peers Page 8 <br />