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River Islands Phase 2 SEIR Cumulative Plus Approved Project <br /> 2: Louise Avenue & SB 1-5 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 ttt r tt r rr <br /> Traffic Volume(veh/h) 0 2550 2020 0 2730 60 0 0 0 330 0 1000 <br /> Future Volume(veh/h) 0 2550 2020 0 2730 60 0 0 0 330 0 1000 <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 0 1781 1781 0 1781 1781 1781 0 1781 <br /> Adj Flow Rate,veh/h 0 2684 0 0 2874 0 347 0 1045 <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, % 0 8 8 0 8 8 8 0 8 <br /> Cap,veh/h 0 3031 0 2110 1042 0 841 <br /> Arrive On Green 0.00 0.62 0.00 0.00 1.00 0.00 0.32 0.00 0.32 <br /> Sat Flow,vehlh 0 5024 1510 0 3474 1510 3291 0 2657 <br /> Grp Volume(v),veh/h 0 2684 0 0 2874 0 347 0 1045 <br /> Grp Sat Flow(s),vehlh/In 0 1621 1510 0 1692 1510 1646 0 1329 <br /> Q Serve(g_s),s 0.0 69.6 0.0 0.0 0.0 0.0 12.1 0.0 47.5 <br /> Cycle Q Clear(g_c),s 0.0 69.6 0.0 0.0 0.0 0.0 12.1 0.0 47.5 <br /> Prop In Lane 0.00 1.00 0.00 1.00 1.00 1.00 <br /> Lane Grp Cap(c),veh/h 0 3031 0 2110 1042 0 841 <br /> V/C Ratio(X) 0.00 0.89 0.00 1.36 0.33 0.00 1.24 <br /> Avail Cap(c_a),veh/h 0 3031 0 2110 1042 0 841 <br /> HCM Platoon Ratio 1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 <br /> Upstream Filter(I) 0.00 1.00 0.00 0.00 0.09 0.00 1.00 0.00 1.00 <br /> Uniform Delay(d),slveh 0.0 23.7 0.0 0.0 0.0 0.0 39.1 0.0 51.3 <br /> Incr Delay(d2),s/veh 0.0 4.2 0.0 0.0 163.3 0.0 0.9 0.0 118.9 <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 0.0 25.9 0.0 0.0 47.8 0.0 5.0 0.0 29.5 <br /> Unsig. Movement Delay,s/veh <br /> LnGrp Delay(d),s/veh 0.0 28.0 0.0 0.0 163.3 0.0 40.0 0.0 170.2 <br /> LnGrp LOS A C A F D A F <br /> Approach Vol,veh/h 2684 A 2874 A 1392 <br /> Approach Delay,s/veh 28.0 163.3 137.7 <br /> Approach LOS C F F <br /> Timer-Assigned Phs 2 4 6 <br /> Phs Duration(G+Y+Rc),s 98.0 52.0 98.0 <br /> Change Period (Y+Rc),s 4.5 4.5 4.5 <br /> Max Green Setting(Gmax),s 93.5 47.5 93.5 <br /> Max Q Clear Time(g_c+11),s 71.6 49.5 2.0 <br /> Green Ext Time(p-c),s 19.2 0.0 73.5 <br /> Intersection Summary <br /> HCM 6th Ctrl Delay 105.9 <br /> HCM 6th LOS F <br /> Notes <br /> Unsignalized Delay for[EBR,WBR]is excluded from calculations of the approach delay and intersection delay. <br /> HCM 6th Signalized Intersection Summary <br /> Fehr&Peers Page 4 <br />