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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 Year 2040 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) 650 190 95 68 174 481 247 462 77 289 167 512 <br />Future Volume (veh/h) 650 190 95 68 174 481 247 462 77 289 167 512 <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 684 200 100 72 183 506 260 486 81 304 448 358 <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 672 403 201 93 711 317 366 627 104 356 374 317 <br />Arrive On Green 0.19 0.34 0.34 0.05 0.20 0.20 0.21 0.21 0.21 0.20 0.20 0.20 <br />Sat Flow, veh/h 3456 1176 588 1781 3554 1585 1781 3050 506 1781 1870 1585 <br />Grp Volume(v), veh/h 684 0 300 72 183 506 260 282 285 304 448 358 <br />Grp Sat Flow(s),veh/h/ln1728 0 1764 1781 1777 1585 1781 1777 1779 1781 1870 1585 <br />Q Serve(g_s), s 17.5 0.0 12.1 3.6 3.9 18.0 12.2 13.5 13.6 14.8 18.0 18.0 <br />Cycle Q Clear(g_c), s 17.5 0.0 12.1 3.6 3.9 18.0 12.2 13.5 13.6 14.8 18.0 18.0 <br />Prop In Lane 1.00 0.33 1.00 1.00 1.00 0.28 1.00 1.00 <br />Lane Grp Cap(c), veh/h 672 0 604 93 711 317 366 365 366 356 374 317 <br />V/C Ratio(X) 1.02 0.00 0.50 0.77 0.26 1.60 0.71 0.77 0.78 0.85 1.20 1.13 <br />Avail Cap(c_a), veh/h 672 0 604 182 711 317 366 365 366 356 374 317 <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/veh36.3 0.0 23.5 42.1 30.4 36.0 33.3 33.8 33.8 34.7 36.0 36.0 <br />Incr Delay (d2), s/veh 39.3 0.0 0.6 12.7 0.2 282.7 11.1 14.6 15.1 22.0 112.1 90.2 <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/ln10.9 0.0 5.0 1.9 1.7 31.7 6.3 7.2 7.3 8.4 19.6 14.7 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 75.5 0.0 24.1 54.8 30.6 318.7 44.4 48.4 48.9 56.8 148.1 126.2 <br />LnGrp LOS F A C D C F D D D E F F <br />Approach Vol, veh/h 984 761 827 1110 <br />Approach Delay, s/veh 59.9 224.4 47.3 116.0 <br />Approach LOS E F D F <br />Timer - Assigned Phs 2 3 4 6 7 8 <br />Phs Duration (G+Y+Rc), s 23.0 9.2 35.3 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 9.2 26.3 18.0 17.5 18.0 <br />Max Q Clear Time (g_c+I1), s 15.6 5.6 14.1 20.0 19.5 20.0 <br />Green Ext Time (p_c), s 1.2 0.0 1.4 0.0 0.0 0.0 <br />Intersection Summary <br />HCM 6th Ctrl Delay 108.0 <br />HCM 6th LOS F <br />Notes <br />User approved volume balancing among the lanes for turning movement. <br />2-382