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HCM 6th Signalized Intersection Summary Background plus Project Mitigations 1: S Harlan Rd & Roth Rd Timing Plan:AM Peak --* --1' --* 4--- I} 1P. \* Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations I + if T+ +T if 41. Traffic Volume(vehlh) 77 335 144 28 262 45 214 35 51 39 14 66 Future Volume(vehlh) 77 335 144 28 262 45 214 35 51 39 14 fib 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 86 372 160 31 294 51 238 39 57 48 17 81 Peak Hour Factor 0.90 0.90 0.90 0.89 0.89 0.89 0.90 0.90 0.90 0.81 0.81 0.81 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,vehlh 115 507 430 60 373 65 302 50 311 69 24 116 Arrive On Green 0.06 0.27 0.27 0.03 0.24 0.24 0.20 0.20 0.20 0.13 0.13 0.13 Sat Flow,yehlh 1781 1870 1585 1781 1553 269 1541 252 1585 551 195 930 Grp Volume(v),vehlh 86 372 160 31 0 345 277 0 57 146 0 0 Grp Sat Flow(s),vehlhlln 1781 1870 1585 1781 0 1822 1793 0 1585 1675 0 0 Q Serve(g_s),s 2.7 10,5 4,7 1.0 0.0 10.3 8.5 0.0 1.7 4.8 0.0 0.0 Cycle Q Clear(g_c),s 2.7 10.5 41 1.0 0.0 10.3 8.5 0.0 1.7 4.8 0.0 0.0 Prop In Lane 1.00 1,00 1.00 0.15 0.86 1.00 0.33 0.55 Lane Grp Cap(c),vehlh 115 507 430 60 0 438 352 0 311 210 0 0 V/C Ratio(X) 0.75 0.73 0.37 0.51 0.00 0.79 0.79 0.00 0.18 0.70 0.00 0.00 Avail Cap(c_a),vehlh 413 958 812 321 0 839 844 0 746 934 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 26.6 19.2 17.1 27.4 0.0 20.6 22.1 0.0 19.4 24,2 0.0 0.0 [nor Delay(d2),slveh 3,6 2.1 0.5 2.5 0.0 3.2 1.5 0.0 0.1 1.6 0.0 0.0 Initial Q Delay(0),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 1.2 4.2 1.6 0.4 0.0 4.2 3.2 0.0 0.6 1.8 0.0 0.0 Unsig.Movement Delay,slveh LnGrp Delay(d),slveh 30.1 21,2 17.6 29.9 OA 23.8 23.6 0.0 19.5 25.8 0.0 0.0 LnGrp LOS C C B C A C C A B C A A Approach Vol,vehlh 618 376 334 146 Approach Delay,slveh 21.5 24.3 22.9 25.8 Approach LOS C C C C Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s 8.3 19.3 17.1 6.6 21.1 13.0 Change Period(Y+Rc),s 4.6 5.4 5.8 4.6 5.4 5.8 Max Green Setting(Gmax),s 13.4 26.6 27.2 10.4 29,6 322 Max Q Clear Time(g_c+11),s 4.7 12.3 10.5 3.0 12.5 6.8 Green Ext Time(p--c),s 0.1 1.6 0.9 0.0 2.4 0.5 Intersection Summary HCM 6th Ctrl Delay 23.0 HCM 6th LOS C Frewert Parking TIS Synchro 10 Report TJKM Page 2