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HCM 6th Signalized Intersection Summary <br />15: Lawson Way/SR-22 EB Ramps & Town and Country Road 10/06/2019 <br />The Addington 09/03/2019 Year 2040 Conditions - AM Peak hour Synchro 10 Report <br />Page 1 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 354 146 196 104 133 139 100 189 33 344 340 677 <br />Future Volume (veh/h) 354 146 196 104 133 139 100 189 33 344 340 677 <br />Initial Q (Qb), veh 000000000000 <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 373 154 206 109 140 146 105 199 35 362 624 536 <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, %222222222222 <br />Cap, veh/h 365 174 233 137 750 335 356 606 105 505 530 449 <br />Arrive On Green 0.11 0.24 0.24 0.08 0.21 0.21 0.20 0.20 0.20 0.28 0.28 0.28 <br />Sat Flow, veh/h 3456 725 970 1781 3554 1585 1781 3029 524 1781 1870 1585 <br />Grp Volume(v), veh/h 373 0 360 109 140 146 105 115 119 362 624 536 <br />Grp Sat Flow(s),veh/h/ln 1728 0 1696 1781 1777 1585 1781 1777 1776 1781 1870 1585 <br />Q Serve(g_s), s 9.5 0.0 18.4 5.4 2.9 7.2 4.5 5.0 5.2 16.5 25.5 25.5 <br />Cycle Q Clear(g_c), s 9.5 0.0 18.4 5.4 2.9 7.2 4.5 5.0 5.2 16.5 25.5 25.5 <br />Prop In Lane 1.00 0.57 1.00 1.00 1.00 0.29 1.00 1.00 <br />Lane Grp Cap(c), veh/h 365 0 407 137 750 335 356 355 355 505 530 449 <br />V/C Ratio(X) 1.02 0.00 0.88 0.80 0.19 0.44 0.29 0.32 0.33 0.72 1.18 1.19 <br />Avail Cap(c_a), veh/h 365 0 407 137 750 335 356 355 355 505 530 449 <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/veh 40.3 0.0 33.0 40.9 29.2 30.8 30.6 30.8 30.9 29.0 32.3 32.3 <br />Incr Delay (d2), s/veh 53.0 0.0 23.4 27.4 0.5 4.1 2.1 2.4 2.5 8.5 98.2 107.2 <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/ln 6.7 0.0 10.0 3.4 1.3 3.1 2.1 2.3 2.4 8.0 25.6 22.8 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 93.2 0.0 56.4 68.2 29.7 34.9 32.7 33.2 33.4 37.5 130.5 139.4 <br />LnGrp LOS F A E E CCCCCDFF <br />Approach Vol, veh/h 733 395 339 1522 <br />Approach Delay, s/veh 75.1 42.3 33.1 111.5 <br />Approach LOS E D C F <br />Timer - Assigned Phs 1 2 4 5 6 8 <br />Phs Duration (G+Y+Rc), s 11.4 26.1 30.0 14.0 23.5 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 6.9 21.6 25.5 9.5 19.0 18.0 <br />Max Q Clear Time (g_c+I1), s 7.4 20.4 27.5 11.5 9.2 7.2 <br />Green Ext Time (p_c), s 0.0 0.3 0.0 0.0 0.9 1.2 <br />Intersection Summary <br />HCM 6th Ctrl Delay 84.5 <br />HCM 6th LOS F <br />Notes <br />User approved volume balancing among the lanes for turning movement. <br />2-373