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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 />Movement <br />EBL <br />EBT <br />EBR <br />WBL <br />WBT <br />WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />► i <br />T+ <br />►j <br />ft <br />r <br />►j <br />+T+ <br />►j <br />1� <br />r <br />Traffic Volume (veh/h) <br />310 <br />105 <br />118 <br />65 <br />65 <br />107 <br />25 <br />132 <br />20 <br />348 <br />310 <br />610 <br />Future Volume (veh/h) <br />310 <br />105 <br />118 <br />65 <br />65 <br />107 <br />25 <br />132 <br />20 <br />348 <br />310 <br />610 <br />Initial Q (Qb), veh <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Ped-Bike Adj(A-pbT) <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Parking Bus, Adj <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Work Zone On Approach <br />No <br />No <br />No <br />No <br />Adj Sat Flow, veh/h/In <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />Adj Flow Rate, veh/h <br />348 <br />118 <br />133 <br />73 <br />73 <br />120 <br />28 <br />148 <br />22 <br />391 <br />601 <br />516 <br />Peak Hour Factor <br />0.89 <br />0.89 <br />0.89 <br />0.89 <br />0.89 <br />0.89 <br />0.89 <br />0.89 <br />0.89 <br />0.89 <br />0.89 <br />0.89 <br />Percent Heavy Veh, % <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />Cap,vehrh <br />357 <br />209 <br />236 <br />94 <br />746 <br />333 <br />356 <br />622 <br />91 <br />511 <br />536 <br />454 <br />Arrive On Green <br />0.10 <br />0.26 <br />0.26 <br />0.05 <br />0.21 <br />0.21 <br />0.20 <br />0.20 <br />0.20 <br />0.29 <br />0.29 <br />0.29 <br />Sat Flow,veh/h <br />3456 <br />803 <br />905 <br />1781 <br />3554 <br />1585 <br />1781 <br />3111 <br />455 <br />1781 <br />1870 <br />1585 <br />Grp Volume(v), veh/h <br />348 <br />0 <br />251 <br />73 <br />73 <br />120 <br />28 <br />83 <br />87 <br />391 <br />601 <br />516 <br />Grp Sat Flow(s),veh/h/In <br />1728 <br />0 <br />1708 <br />1781 <br />1777 <br />1585 <br />1781 <br />1777 <br />1789 <br />1781 <br />1870 <br />1585 <br />Q Serve(g_s), s <br />9.0 <br />0.0 <br />11.5 <br />3.6 <br />1.5 <br />5.8 <br />1.1 <br />3.5 <br />3.7 <br />18.1 <br />25.8 <br />25.8 <br />Cycle Q Clear(g_c), s <br />9.0 <br />0.0 <br />11.5 <br />3.6 <br />1.5 <br />5.8 <br />1.1 <br />3.5 <br />3.7 <br />18.1 <br />25.8 <br />25.8 <br />Prop In Lane <br />1.00 <br />0.53 <br />1.00 <br />1.00 <br />1.00 <br />0.25 <br />1.00 <br />1.00 <br />Lane Grp Cap(c),vehrh <br />357 <br />0 <br />445 <br />94 <br />746 <br />333 <br />356 <br />355 <br />358 <br />511 <br />536 <br />454 <br />V/C Ratio(X) <br />0.97 <br />0.00 <br />0.56 <br />0.78 <br />0.10 <br />0.36 <br />0.08 <br />0.23 <br />0.24 <br />0.77 <br />1.12 <br />1.14 <br />Avail Cap(c_a),veh/h <br />357 <br />0 <br />445 <br />129 <br />746 <br />333 <br />356 <br />355 <br />358 <br />511 <br />536 <br />454 <br />HCM Platoon Ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Upstream Filter(I) <br />1.00 <br />0.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Uniform Delay (d), s/veh <br />40.2 <br />0.0 <br />28.8 <br />42.1 <br />28.7 <br />30.4 <br />29.3 <br />30.2 <br />30.3 <br />29.3 <br />32.1 <br />32.1 <br />Incr Delay (d2), s/veh <br />40.7 <br />0.0 <br />5.1 <br />18.3 <br />0.3 <br />3.0 <br />0.4 <br />1.5 <br />1.6 <br />10.5 <br />76.5 <br />84.9 <br />Initial Q Delay(d3),s/veh <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />%le BackOfQ(50%),veh/In <br />5.8 <br />0.0 <br />5.2 <br />2.1 <br />0.7 <br />2.5 <br />0.5 <br />1.6 <br />1.7 <br />9.0 <br />22.6 <br />20.2 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />80.9 <br />0.0 <br />33.9 <br />60.4 <br />28.9 <br />33.4 <br />29.7 <br />31.8 <br />31.9 <br />39.8 <br />108.6 <br />117.0 <br />LnGrp LOS <br />F <br />A <br />C <br />E <br />C <br />C <br />C <br />C <br />C <br />D <br />F <br />F <br />Approach Vol, veh/h <br />599 <br />266 <br />198 <br />1508 <br />Approach Delay, s/veh <br />61.2 <br />39.6 <br />31.5 <br />93.6 <br />Approach LOS <br />E <br />D <br />C <br />F <br />Timer - Assigned Phs <br />1 <br />2 <br />4 <br />5 <br />6 <br />8 <br />Phs Duration (G+Y+Rc), s <br />9.2 <br />28.0 <br />30.3 <br />13.8 <br />23.4 <br />22.5 <br />Change Period (Y+Rc), s <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gmax), s <br />6.5 <br />21.7 <br />25.8 <br />9.3 <br />18.9 <br />18.0 <br />Max Q Clear Time (g_c+11), s <br />5.6 <br />13.5 <br />27.8 <br />11.0 <br />7.8 <br />5.7 <br />Green Ext Time (p_c), s <br />0.0 <br />0.9 <br />0.0 <br />0.0 <br />0.6 <br />0.7 <br />Intersection Summary <br />HCM 6th Chl Delay <br />75.7 <br />HCM 6th LOS <br />E <br />User approved volume balancing among the lanes for turning movement. <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 1 <br />