Laserfiche WebLink
River Islands Phase 2 SEIR Cumulative Plus Proposed 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) 450 0 520 0 0 0 0 680 450 810 680 0 <br /> Future Volume(veh/h) 450 0 520 0 0 0 0 680 450 810 680 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 493 0 83 0 716 125 853 716 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 730 0 431 0 2071 1129 870 2543 0 <br /> Arrive On Green 0.14 0.00 0.14 0.00 0.42 0.42 0.35 0.98 0.00 <br /> Sat Flow,vehlh 5175 0 3057 0 5107 2695 3346 3532 0 <br /> Grp Volume(v),veh/h 493 0 83 0 716 125 853 716 0 <br /> Grp Sat Flow(s),vehlh/In 1725 0 1528 0 1648 1347 1673 1721 0 <br /> Q Serve(g_s),s 6.8 0.0 1.8 0.0 7.4 2.1 18.9 0.4 0.0 <br /> Cycle Q Clear(g_c),s 6.8 0.0 1.8 0.0 7.4 2.1 18.9 0.4 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 730 0 431 0 2071 1129 870 2543 0 <br /> V/C Ratio(X) 0.68 0.00 0.19 0.00 0.35 0.11 0.98 0.28 0.00 <br /> Avail Cap(c_a),veh/h 1414 0 835 0 2071 1129 870 2543 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 0.90 0.90 0.00 <br /> Uniform Delay(d),slveh 30.6 0.0 28.4 0.0 14.8 13.3 24.3 0.2 0.0 <br /> Incr Delay(d2),s/veh 1.1 0.0 0.2 0.0 0.5 0.2 24.2 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 2.8 0.0 0.6 0.0 2.5 0.6 8.8 0.1 0.0 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 31.7 0.0 28.7 0.0 15.3 13.5 48.5 0.4 0.0 <br /> LnGrp LOS C A C A B B D A A <br /> Approach Vol,veh/h 576 841 1569 <br /> Approach Delay,s/veh 31.2 15.0 26.6 <br /> Approach LOS C B C <br /> Timer-Assigned Phs 1 2 4 6 <br /> Phs Duration(G+Y+Rc),s 24.0 35.9 15.1 59.9 <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 20.9 9.4 8.8 2.4 <br /> Green Ext Time(p-c),s 0.0 4.1 1.8 5.3 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 24.2 <br /> HCM 6th LOS C <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 />