Laserfiche WebLink
River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 6: MacArthur Drive & EB I-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 4 r tt r t <br /> Traffic Volume(veh/h) 40 0 400 0 0 0 0 360 160 80 180 0 <br /> Future Volume(veh/h) 40 0 400 0 0 0 0 360 160 80 180 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 42 0 44 0 379 85 84 189 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 103 0 92 0 2266 1009 105 1427 0 <br /> Arrive On Green 0.06 0.00 0.06 0.00 0.67 0.67 0.12 1.00 0.00 <br /> Sat Flow,vehlh 1697 0 1510 0 3474 1507 1697 1781 0 <br /> Grp Volume(v),veh/h 42 0 44 0 379 85 84 189 0 <br /> Grp Sat Flow(s),vehlh/In 1697 0 1510 0 1692 1507 1697 1781 0 <br /> Q Serve(g_s),s 1.5 0.0 1.8 0.0 2.7 1.3 3.1 0.0 0.0 <br /> Cycle Q Clear(g_c),s 1.5 0.0 1.8 0.0 2.7 1.3 3.1 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 103 0 92 0 2266 1009 105 1427 0 <br /> V/C Ratio(X) 0.41 0.00 0.48 0.00 0.17 0.08 0.80 0.13 0.00 <br /> Avail Cap(c_a),veh/h 561 0 499 0 2266 1009 222 1427 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 29.4 0.0 29.5 0.0 4.0 3.8 28.1 0.0 0.0 <br /> Incr Delay(d2),s/veh 2.6 0.0 3.9 0.0 0.2 0.2 12.6 0.2 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 0.7 0.0 0.7 0.0 0.6 0.3 1.5 0.1 0.0 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 32.0 0.0 33.4 0.0 4.2 3.9 40.7 0.2 0.0 <br /> LnGrp LOS C A C A A A D A A <br /> Approach Vol,veh/h 86 464 273 <br /> Approach Delay,s/veh 32.7 4.1 12.6 <br /> Approach LOS C A B <br /> Timer-Assigned Phs 1 2 4 6 <br /> Phs Duration(G+Y+Rc),s 8.5 48.0 8.4 56.6 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 8.5 21.5 21.5 34.5 <br /> Max Q Clear Time(g_c+11),s 5.1 4.7 3.8 2.0 <br /> Green Ext Time(p-c),s 0.0 2.3 0.2 1.0 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 9.9 <br /> HCM 6th LOS A <br /> HCM 6th Signalized Intersection Summary <br /> Fehr&Peers Page 10 <br />