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HCM 6th Signalized Intersection Summary 15: Lawson Way/SR-22 EB Ramps & Town and Country Road 09/13/2019 The Addington 09/03/2019 Year 2040 With Option E - Main St/Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report Page 11 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 654 191 95 68 176 481 247 464 77 289 169 516 Future Volume (veh/h) 654 191 95 68 176 481 247 464 77 289 169 516 Initial Q (Qb), veh 0 00000000000 Ped-Bike Adj(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, veh/h/ln 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 1870 Adj Flow Rate, veh/h 688 201 100 72 185 506 260 488 81 304 452 360 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 Percent Heavy Veh, % 2 22222222222 Cap, veh/h 672 403 201 93 711 317 366 627 104 356 374 317 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 Sat Flow, veh/h 3456 1179 586 1781 3554 1585 1781 3052 504 1781 1870 1585 Grp Volume(v), veh/h 688 0 301 72 185 506 260 283 286 304 452 360 Grp Sat Flow(s),veh/h/ln1728 0 1765 1781 1777 1585 1781 1777 1780 1781 1870 1585 Q Serve(g_s), s 17.5 0.0 12.2 3.6 4.0 18.0 12.2 13.6 13.7 14.8 18.0 18.0 Cycle Q Clear(g_c), s 17.5 0.0 12.2 3.6 4.0 18.0 12.2 13.6 13.7 14.8 18.0 18.0 Prop In Lane 1.00 0.33 1.00 1.00 1.00 0.28 1.00 1.00 Lane Grp Cap(c), veh/h 672 0 604 93 711 317 366 365 366 356 374 317 V/C Ratio(X) 1.02 0.00 0.50 0.77 0.26 1.60 0.71 0.78 0.78 0.85 1.21 1.14 Avail Cap(c_a), veh/h 672 0 604 182 711 317 366 365 366 356 374 317 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 0.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 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 Incr Delay (d2), s/veh 40.9 0.0 0.6 12.7 0.2 282.7 11.1 14.8 15.2 22.0 116.3 92.4 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 %ile BackOfQ(50%),veh/ln11.0 0.0 5.0 1.9 1.7 31.7 6.3 7.2 7.3 8.4 20.1 14.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 77.2 0.0 24.1 54.8 30.6 318.7 44.4 48.6 49.1 56.8 152.3 128.4 LnGrp LOS F A C D C F D D D E F F Approach Vol, veh/h 989 763 829 1116 Approach Delay, s/veh 61.0 223.9 47.4 118.6 Approach LOS E F D F Timer - Assigned Phs 2 3 4 6 7 8 Phs Duration (G+Y+Rc), s 23.0 9.2 35.3 22.5 22.0 22.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 18.5 9.2 26.3 18.0 17.5 18.0 Max Q Clear Time (g_c+I1), s 15.7 5.6 14.2 20.0 19.5 20.0 Green Ext Time (p_c), s 1.2 0.0 1.4 0.0 0.0 0.0 Intersection Summary HCM 6th Ctrl Delay 109.0 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. 2-398