2 - EIR18-01; DA18-01; GPA18-06; AA18-10_2525 N MAIN STREET

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HCM 6th Signalized Intersection Summary 15: Lawson Way/SR-22 EB Ramps & Town and Country Road 10/06/2019 The Addington 09/12/2019 OY Cumulative With Option E Main St/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report Page 1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) 343 133 170 99 128 132 95 184 28 328 302 646 Future Volume (veh/h) 343 133 170 99 128 132 95 184 28 328 302 646 Initial Q (Qb), veh 000000000000 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 385 149 191 111 144 148 107 207 31 369 629 532 Peak Hour Factor 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 Percent Heavy Veh, %222222222222 Cap, veh/h 365 187 240 137 790 352 356 621 92 485 509 431 Arrive On Green 0.11 0.25 0.25 0.08 0.22 0.22 0.20 0.20 0.20 0.27 0.27 0.27 Sat Flow, veh/h 3456 744 954 1781 3554 1585 1781 3106 458 1781 1870 1585 Grp Volume(v), veh/h 385 0 340 111 144 148 107 117 121 369 629 532 Grp Sat Flow(s),veh/h/ln 1728 0 1699 1781 1777 1585 1781 1777 1788 1781 1870 1585 Q Serve(g_s), s 9.5 0.0 16.9 5.5 3.0 7.2 4.6 5.1 5.2 17.1 24.5 24.5 Cycle Q Clear(g_c), s 9.5 0.0 16.9 5.5 3.0 7.2 4.6 5.1 5.2 17.1 24.5 24.5 Prop In Lane 1.00 0.56 1.00 1.00 1.00 0.26 1.00 1.00 Lane Grp Cap(c), veh/h 365 0 427 137 790 352 356 355 358 485 509 431 V/C Ratio(X) 1.06 0.00 0.80 0.81 0.18 0.42 0.30 0.33 0.34 0.76 1.24 1.23 Avail Cap(c_a), veh/h 365 0 427 137 790 352 356 355 358 485 509 431 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/veh 40.3 0.0 31.6 40.9 28.4 30.0 30.6 30.8 30.9 30.1 32.8 32.8 Incr Delay (d2), s/veh 62.5 0.0 14.3 29.9 0.5 3.7 2.2 2.5 2.5 10.7 122.0 123.6 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/ln 7.1 0.0 8.4 3.5 1.3 3.1 2.2 2.4 2.5 8.6 28.0 23.9 Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh 102.7 0.0 45.9 70.8 28.9 33.7 32.8 33.3 33.4 40.8 154.8 156.3 LnGrp LOS F A D E CCCCCDFF Approach Vol, veh/h 725 403 345 1530 Approach Delay, s/veh 76.1 42.2 33.2 127.8 Approach LOS E D C F Timer - Assigned Phs 1 2 4 5 6 8 Phs Duration (G+Y+Rc), s 11.4 27.1 29.0 14.0 24.5 22.5 Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 4.5 4.5 Max Green Setting (Gmax), s 6.9 22.6 24.5 9.5 20.0 18.0 Max Q Clear Time (g_c+I1), s 7.5 18.9 26.5 11.5 9.2 7.2 Green Ext Time (p_c), s 0.0 0.7 0.0 0.0 1.0 1.2 Intersection Summary HCM 6th Ctrl Delay 93.0 HCM 6th LOS F Notes User approved volume balancing among the lanes for turning movement. 2-355