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HCM 6th Signalized Intersection Summary Cumulative plus Project Mitigations 1: S Harlan Rd & Roth Rd Timing Plan: PM Peak Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t if T+ +T iff 4 Traffic Volume(vehlh) 95 397 210 67 431 80 290 82 121 75 74 75 Future Volume(vehlh) 95 397 210 67 431 80 290 82 121 75 74 75 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Parking Bus,Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 Work Zone On Approach No No No No Adj Sat Flow,vehlhlln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,vehlh 103 432 228 73 468 87 315 89 132 82 80 82 Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,vehlh 130 607 514 94 467 87 343 97 388 95 93 95 Arrive On Green 0.07 0.32 0.32 0,05 0.30 0.30 0.24 0.24 0.24 0.16 0.16 0.16 Sat Flow,vehlh 1781 1870 1585 1781 1534 285 1404 397 1585 583 569 583 Grp Volume(v),vehlh 103 432 228 73 0 555 404 0 132 244 0 0 Grp Sat Flow(s),vehlhlln 1781 1870 1585 1781 0 1819 1800 0 1585 1736 0 0 Q Serve(g_s),s 5,7 20.4 11.4 4.1 0.0 30.6 22.0 0.0 6.9 118 0.0 0.0 Cycle Q Clear(g_c),s 5.7 20.4 11.4 4.1 0.0 30.6 22.0 0.0 6.9 118 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.16 0.78 1.00 0.34 0.34 Lane Grp Cap(c),vehlh 130 607 514 94 0 553 440 0 388 284 0 0 VIC Ratio(X) 0.79 0.71 0.44 0.78 0.00 1.00 0.92 0.00 0.34 0.86 0.00 0.00 Avail Cap(c_a),vehlh 237 607 514 237 0 553 487 0 429 556 0 0 HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1,00 1.00 1.00 Upstream Filter(I) 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1,00 0.00 0.00 Uniform Delay(d),slveh 45.9 29.8 26.8 47.0 0.0 35.0 37.0 0.0 31.3 40.9 0.0 0,0 Incr Delay(d2),slveh 4.1 3.9 0.6 5.1 0.0 38.9 20.3 0.0 0.2 3.0 0.0 0.0 Initial Q Delay(d3),slveh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 %ile BackOfQ(50%),vehlln 2.6 9.4 4.2 1.9 0,0 18,8 11.6 0.0 2.5 5.9 0.0 OA Unsig, Movement Delay,slveh LnGrp Delay(d),slveh 50.0 33.8 27.4 52.1 0.0 73.9 57.3 0.0 31,5 43.9 0.0 0.0 LnGrp LOS D C C D A F E A C D A A Approach Vol,vehlh 763 628 536 244 Approach Delay,slveh 34.0 71.4 50.9 43,9 Approach LOS C E D D Timer-AssignedPhs 1 2 4 5 6 : 8 Phs Duration(G+Y+Rc),s 11.9 36.0 30.4 9.9 38.0 22.2 Change Period(Y+Rc),s 4.6 5.4 5.8 4.6 5.4 5.8 Max Green Setting(Gmax),s 13.4 30.6 27.2 13.4 30.6 32.2 Max Q Clear Time(g_c+11),s 7.7 32.6 24.0 6.1 22.4 15.8 Green Ext Time(p-c),s 0.0 0.0 0.6 0.0 2.1 0.7 Intersection Summary HCM 6th Ctrl Delay 50.1 HCM 6th LOS D Frewert Parking TIS Synchro 10 Report TJKM Page 2