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HCM 6th Signalized Intersection Summary Cumulative plus Project Mitigations 1: S Harlan Rd & Roth Rd Timing Plan:AM Peak -A t t Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t if T +T r + Traffic Volume(vehlh) 87 340 181 34 291 46 270 41 64 37 17 68 Future Volume(vehlh) 87 340 181 34 291 46 270 41 64 37 17 68 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 Adf'Sat Flow,vehlhlln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate,vehlh 95 370 197 37 316 50 293 45 70 40 18 74 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 123 520 440 67 389 62 354 54 361 58 26 107 Arrive On Green 0,07 0.28 0.28 0.04 0.25 0.25 0.23 0.23 0.23 0.11 0.11 0.11 Sat Flow,vehlh 1781 1870 1585 1781 1576 249 1554 239 1585 508 229 939 Grp Volume(v),vehlh 95 370 197 37 0 366 338 0 70 132 0 0 Grp Sat Flow(s),vehlhlln 1781 1870 1585 1781 0 1825 1793 0 1585 1676 0 0 Q Serve(g_s),s 3.3 11.2 6.5 1.3 0.0 11.9 11.3 0.0 2.3 4,8 0.0 0.0 Cycle Q Clear(g_c),s 3.3 11.2 6.5 1.3 0A 11.9 11.3 0.0 2.3 4.8 0.0 0.0 Prop In Lane 1.00 1.00 1.00 0.14 0.87 1.00 0.30 0.56 Lane Grp Cap(c),vehlh 123 520 440 67 0 450 409 0 361 191 0 0 V1C Ratio(X) 0.77 0.71 0.45 0.55 0.00 0.81 0.83 0.00 0.19 0.69 0.00 0.00 Avail Cap(c_a),vehlh 378 877 743 293 0 769 772 0 683 855 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(l) 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 28.9 20.5 18.8 29.8 0.0 22.4 23.2 0.0 19.7 26.9 0.0 0.0 Incr Delay(d2),slveh 3.9 1.8 0.7 2.6 0.0 3.6 1.7 0.0 0.1 1.7 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 °/Dile BackOfQ(50%),vehlln 1.4 4.5 2.2 0.6 0.0 5.0 4.3 0.0 0.7 1.8 0.0 0.0 Unsig. Movement Delay,slveh LnGrp Delay(d),slveh 32,8 22.3 19,5 324 0.0 26.0 24.8 0.0 19.8 28.5 0.0 0.0 LnGrp LOS C C B C A C C A B C A A Approach Vol,vehlh 662 403 408 132 Approach Delay,slveh 23.0 26.6 24.0 28.5 Approach LOS C C C C Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s 9.0 21.0 202 7.0 22.9 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 32,2 Max Q Clear Time(g_c+I1),s 5.3 13.9 13.3 3.3 13.2 6.8 Green Ext Time(p-c),s 0.1 1,6 1,1 0.0 2.5 0.4 Intersection Summary HCM 6th Ctr]Delay 24.6 HCM 6th LOS C Frewert Parking TIS Synchro 10 Report TJKM Page 2