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HCM 6th Signalized Intersection Summary Background plus Project Conditions 1: S Harlan Rd & Roth Rd Timing Plan: PM Peak * Movement EBL BBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations t r 1�- *T r 4 Traffic Volume(vehlh) 76 320 150 48 374 65 206 59 86 62 53 65 Future Volume(vehlh) 76 320 150 48 374 65 206 59 86 62 53 65 Initial Q(Qb),veh 0 0 0 0 0 0 0 0 0 0 0 0 Ped-BikeAdj(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 80 337 158 54 420 73 219 63 91 67 58 71 Peak Hour Factor 0.95 0,95 0.95 0.89 0.89 0.89 0.94 0.94 0.94 0.92 0.92 0.92 Percent Heavy Veh,% 2 2 2 2 2 2 2 2 2 2 2 2 Cap,vehlh 103 596 505 82 476 83 267 77 303 85 73 90 Arrive On Green 0.06 0.32 0.32 0.05 0.31 0.31 0.19 0.19 0.19 0.14 0.14 0.14 Sat Flow,vehlh 1781 1870 1585 1781 1552 270 1398 402 1585 591 511 626 Grp Volume(v),vehlh 80 337 158 54 0 493 282 0 91 196 0 0 Grp Sat Flow(s),vehlhlln 1781 1870 1585 1781 0 1822 1800 0 1585 1728 0 0 Q Serve(g_s),s 3.2 10.7 5.4 2.1 0.0 18.4 10.8 0.0 3.5 7.9 0.0 0.0 Cycle Q Clear(g_c),s 3.2 10.7 5.4 2.1 0.0 18,4 10.8 0.0 3.5 7.9 0,0 0.0 Prop In Lane 1.00 1.00 1.00 0.15 0.78 1.00 0.34 0,36 Lane Grp Cap(c),vehlh 103 596 505 82 0 558 344 0 303 247 0 0 V/C Ratio(X) 0.77 0.57 0.31 0.66 0.00 0.88 0.82 0.00 0.30 0,79 0,00 0.00 Avail Cap(c_a),vehlh 333 773 655 259 0 676 683 0 602 777 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 33.3 20.3 18.5 33.6 0.0 23.6 27,8 0.0 24.9 29.7 0.0 0.0 Incr Delay(d2),slveh 4.6 0.8 0.4 3.3 0.0 11.5 1.9 0.0 0.2 2.2 0.0 0.0 Initial Q Delay(d3),slveh 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 OA 0,0 0.0 0.0 %ile BackOfQ(50%),vehlln 1.4 4.3 1.8 0.9 0.0 8,8 4.4 0.0 1.2 3.1 0.0 0.0 Unsig. Movement Delay,slveh LnGrp Delay(d),slveh 37.9 21.1 18.8 37.0 0.0 35.1 29.7 0.0 25.1 31.9 0.0 0.0 LnGrp LOS D C B D A D C A C C A _ A Approach Vol,vehlh 575 547 373 196 Approach Delay,slveh 22.8 35.3 28.6 31.9 Approach LOS C D C C Timer-Assigned Phs 1 2 4 5 6 8 Phs Duration(G+Y+Rc),s 8.8 27.4 19.5 7.9 28.2 16.1 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 5.2 20.4 12.8 4.1 12.7 9.9 Green Ext Time(p-c),s OA 1.5 0.9 0.0 2.2 0.6 Intersection Summary HCM 6th Ctrl Delay 29.2 HCM 6th LOS C Frewert Parking TIS Synchro 10 Report TJKM Page 2