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River Islands Phase 2 SEIR Cumulative Plus Proposed Project With Valley Link <br /> 6: MacArthur Drive & EB 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 tt r t <br /> Traffic Volume(veh/h) 300 0 354 0 0 0 0 504 116 70 236 0 <br /> Future Volume(veh/h) 300 0 354 0 0 0 0 504 116 70 236 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 1781 1781 1781 0 1781 1781 1781 1781 0 <br /> Adj Flow Rate,veh/h 316 0 88 0 531 50 74 248 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, % 8 8 8 0 8 8 8 8 0 <br /> Cap,veh/h 386 0 343 0 1778 791 93 1147 0 <br /> Arrive On Green 0.23 0.00 0.23 0.00 0.53 0.53 0.11 1.00 0.00 <br /> Sat Flow,vehlh 1697 0 1510 0 3474 1507 1697 1781 0 <br /> Grp Volume(v),veh/h 316 0 88 0 531 50 74 248 0 <br /> Grp Sat Flow(s),vehlh/In 1697 0 1510 0 1692 1507 1697 1781 0 <br /> Q Serve(g_s),s 12.4 0.0 3.3 0.0 6.2 1.1 3.0 0.0 0.0 <br /> Cycle Q Clear(g_c),s 12.4 0.0 3.3 0.0 6.2 1.1 3.0 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 386 0 343 0 1778 791 93 1147 0 <br /> V/C Ratio(X) 0.82 0.00 0.26 0.00 0.30 0.06 0.80 0.22 0.00 <br /> Avail Cap(c_a),veh/h 594 0 528 0 1778 791 182 1147 0 <br /> HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 <br /> Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.99 0.99 0.00 <br /> Uniform Delay(d),slveh 25.7 0.0 22.2 0.0 9.4 8.2 30.8 0.0 0.0 <br /> Incr Delay(d2),s/veh 5.3 0.0 0.4 0.0 0.4 0.2 14.3 0.4 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 5.2 0.0 1.1 0.0 2.0 0.3 1.5 0.1 0.0 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 31.0 0.0 22.6 0.0 9.8 8.3 45.1 0.4 0.0 <br /> LnGrp LOS C A C A A A D A A <br /> Approach Vol,veh/h 404 581 322 <br /> Approach Delay,s/veh 29.1 9.7 10.7 <br /> Approach LOS C A B <br /> Timer-Assigned Phs 1 2 4 6 <br /> Phs Duration(G+Y+Rc),s 8.3 41.3 20.4 49.6 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 7.5 24.5 24.5 36.5 <br /> Max Q Clear Time(g_c+11),s 5.0 8.2 14.4 2.0 <br /> Green Ext Time(p-c),s 0.0 3.2 1.5 1.4 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 15.9 <br /> HCM 6th LOS B <br /> HCM 6th Signalized Intersection Summary <br /> Fehr&Peers Page 10 <br />