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HCM 6th Signalized Intersection Summary <br />15: Lawson Way/SR-22 EB Ramps & Town and Country Road 09/13/2019 <br />The Addington 09/12/2019 Existing With Option E Main St./Walkie Way and Surface Parking - 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) 587 104 25 11 148 461 186 440 52 185 109 424 <br />Future Volume (veh/h) 587 104 25 11 148 461 186 440 52 185 109 424 <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 618 109 26 12 156 485 196 463 55 195 363 280 <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 672 555 132 26 711 317 366 658 78 356 374 317 <br />Arrive On Green 0.19 0.38 0.38 0.01 0.20 0.20 0.21 0.21 0.21 0.20 0.20 0.20 <br />Sat Flow, veh/h 3456 1460 348 1781 3554 1585 1781 3201 379 1781 1870 1585 <br />Grp Volume(v), veh/h 618 0 135 12 156 485 196 256 262 195 363 280 <br />Grp Sat Flow(s),veh/h/ln1728 0 1808 1781 1777 1585 1781 1777 1802 1781 1870 1585 <br />Q Serve(g_s), s 15.8 0.0 4.5 0.6 3.3 18.0 8.8 12.0 12.2 8.9 17.3 15.4 <br />Cycle Q Clear(g_c), s 15.8 0.0 4.5 0.6 3.3 18.0 8.8 12.0 12.2 8.9 17.3 15.4 <br />Prop In Lane 1.00 0.19 1.00 1.00 1.00 0.21 1.00 1.00 <br />Lane Grp Cap(c), veh/h 672 0 687 26 711 317 366 365 370 356 374 317 <br />V/C Ratio(X) 0.92 0.00 0.20 0.47 0.22 1.53 0.54 0.70 0.71 0.55 0.97 0.88 <br />Avail Cap(c_a), veh/h 672 0 687 99 711 317 366 365 370 356 374 317 <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/veh35.6 0.0 18.7 44.0 30.1 36.0 31.9 33.2 33.2 32.3 35.7 35.0 <br />Incr Delay (d2), s/veh 17.9 0.0 0.1 12.7 0.2 253.9 5.5 10.7 10.8 5.9 39.7 28.0 <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/ln8.2 0.0 1.9 0.4 1.4 29.1 4.3 6.2 6.3 4.3 11.8 8.3 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 53.5 0.0 18.8 56.7 30.3 289.9 37.4 43.9 44.1 38.3 75.4 63.0 <br />LnGrp LOS D A B E C F DDDDEE <br />Approach Vol, veh/h 753 653 714 838 <br />Approach Delay, s/veh 47.3 223.6 42.2 62.6 <br />Approach LOS D F D E <br />Timer - Assigned Phs 2 3 4 6 7 8 <br />Phs Duration (G+Y+Rc), s 23.0 5.8 38.7 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 5.0 30.5 18.0 17.5 18.0 <br />Max Q Clear Time (g_c+I1), s 14.2 2.6 6.5 19.3 17.8 20.0 <br />Green Ext Time (p_c), s 1.5 0.0 0.7 0.0 0.0 0.0 <br />Intersection Summary <br />HCM 6th Ctrl Delay 89.3 <br />HCM 6th LOS F <br />Notes <br />User approved volume balancing among the lanes for turning movement. <br />2-329