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HCM 6th Signalized Intersection Summary <br />15: Lawson Way/SR-22 EB Ramps & Town and Country Road 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 11 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 619 181 90 65 171 458 215 461 73 275 159 488 <br />Future Volume (veh/h) 619 181 90 65 171 458 215 461 73 275 159 488 <br />Initial Q (Qb), veh 0 00000000000 <br />Ped-Bike Adj(A_pbT) 1.00 1.00 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 1.00 1.00 1.00 <br />Work Zone On Approach No No No No <br />Adj Sat Flow, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 <br />Adj Flow Rate, veh/h 652 191 95 68 180 482 226 485 77 289 427 340 <br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Percent Heavy Veh, % 2 22222222222 <br />Cap, veh/h 672 407 202 88 711 317 366 632 100 356 374 317 <br />Arrive On Green 0.19 0.35 0.35 0.05 0.20 0.20 0.21 0.21 0.21 0.20 0.20 0.20 <br />Sat Flow, veh/h 3456 1179 586 1781 3554 1585 1781 3074 486 1781 1870 1585 <br />Grp Volume(v), veh/h 652 0 286 68 180 482 226 279 283 289 427 340 <br />Grp Sat Flow(s),veh/h/ln1728 0 1765 1781 1777 1585 1781 1777 1783 1781 1870 1585 <br />Q Serve(g_s), s 16.9 0.0 11.4 3.4 3.8 18.0 10.4 13.3 13.5 13.9 18.0 18.0 <br />Cycle Q Clear(g_c), s 16.9 0.0 11.4 3.4 3.8 18.0 10.4 13.3 13.5 13.9 18.0 18.0 <br />Prop In Lane 1.00 0.33 1.00 1.00 1.00 0.27 1.00 1.00 <br />Lane Grp Cap(c), veh/h 672 0 609 88 711 317 366 365 366 356 374 317 <br />V/C Ratio(X) 0.97 0.00 0.47 0.77 0.25 1.52 0.62 0.76 0.77 0.81 1.14 1.07 <br />Avail Cap(c_a), veh/h 672 0 609 178 711 317 366 365 366 356 374 317 <br />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 <br />Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Uniform Delay (d), s/veh36.0 0.0 23.0 42.3 30.3 36.0 32.5 33.7 33.8 34.4 36.0 36.0 <br />Incr Delay (d2), s/veh 27.4 0.0 0.6 13.4 0.2 249.8 7.6 14.1 14.5 17.9 90.9 71.2 <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 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln9.5 0.0 4.7 1.8 1.6 28.8 5.2 7.1 7.2 7.7 17.4 13.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 63.4 0.0 23.6 55.7 30.5 285.8 40.1 47.8 48.3 52.3 126.9 107.2 <br />LnGrp LOS E A C E C F DDDDFF <br />Approach Vol, veh/h 938 730 788 1056 <br />Approach Delay, s/veh 51.2 201.4 45.8 100.1 <br />Approach LOS D F D F <br />Timer - Assigned Phs 2 3 4 6 7 8 <br />Phs Duration (G+Y+Rc), s 23.0 8.9 35.6 22.5 22.0 22.5 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s 18.5 9.0 26.5 18.0 17.5 18.0 <br />Max Q Clear Time (g_c+I1), s 15.5 5.4 13.4 20.0 18.9 20.0 <br />Green Ext Time (p_c), s 1.3 0.0 1.4 0.0 0.0 0.0 <br />Intersection Summary <br />HCM 6th Ctrl Delay 95.9 <br />HCM 6th LOS F <br />Notes <br />User approved volume balancing among the lanes for turning movement. <br />2-348