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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 />360 <br />147 <br />196 <br />104 <br />134 <br />139 <br />100 <br />193 <br />33 <br />344 <br />341 <br />678 <br />Future Volume (veh/h) <br />360 <br />147 <br />196 <br />104 <br />134 <br />139 <br />100 <br />193 <br />33 <br />344 <br />341 <br />678 <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 />379 <br />155 <br />206 <br />109 <br />141 <br />146 <br />105 <br />203 <br />35 <br />362 <br />625 <br />536 <br />Peak Hour Factor <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <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 />365 <br />186 <br />247 <br />129 <br />790 <br />352 <br />356 <br />608 <br />103 <br />485 <br />509 <br />431 <br />Arrive On Green <br />0.11 <br />0.26 <br />0.26 <br />0.07 <br />0.22 <br />0.22 <br />0.20 <br />0.20 <br />0.20 <br />0.27 <br />0.27 <br />0.27 <br />Sat Flow,veh/h <br />3456 <br />728 <br />968 <br />1781 <br />3554 <br />1585 <br />1781 <br />3039 <br />515 <br />1781 <br />1870 <br />1585 <br />Grp Volume(v), veh/h <br />379 <br />0 <br />361 <br />109 <br />141 <br />146 <br />105 <br />117 <br />121 <br />362 <br />625 <br />536 <br />Grp Sat Flow(s),veh/h/In <br />1728 <br />0 <br />1696 <br />1781 <br />1777 <br />1585 <br />1781 <br />1777 <br />1778 <br />1781 <br />1870 <br />1585 <br />Q Serve(g_s), s <br />9.5 <br />0.0 <br />18.1 <br />5.4 <br />2.9 <br />7.1 <br />4.5 <br />5.1 <br />5.2 <br />16.7 <br />24.5 <br />24.5 <br />Cycle Q Clear(g_c), s <br />9.5 <br />0.0 <br />18.1 <br />5.4 <br />2.9 <br />7.1 <br />4.5 <br />5.1 <br />5.2 <br />16.7 <br />24.5 <br />24.5 <br />Prop In Lane <br />1.00 <br />0.57 <br />1.00 <br />1.00 <br />1.00 <br />0.29 <br />1.00 <br />1.00 <br />Lane Grp Cap(c),vehrh <br />365 <br />0 <br />433 <br />129 <br />790 <br />352 <br />356 <br />355 <br />356 <br />485 <br />509 <br />431 <br />V/C Ratio(X) <br />1.04 <br />0.00 <br />0.83 <br />0.85 <br />0.18 <br />0.41 <br />0.29 <br />0.33 <br />0.34 <br />0.75 <br />1.23 <br />1.24 <br />Avail Cap(c_a),veh/h <br />365 <br />0 <br />433 <br />129 <br />790 <br />352 <br />356 <br />355 <br />356 <br />485 <br />509 <br />431 <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 />40.3 <br />0.0 <br />31.7 <br />41.3 <br />28.3 <br />30.0 <br />30.6 <br />30.8 <br />30.9 <br />29.9 <br />32.8 <br />32.8 <br />Incr Delay (d2), s/veh <br />57.6 <br />0.0 <br />16.9 <br />38.0 <br />0.5 <br />3.6 <br />2.1 <br />2.5 <br />2.6 <br />10.0 <br />118.8 <br />127.3 <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 />6.9 <br />0.0 <br />9.2 <br />3.7 <br />1.3 <br />3.0 <br />2.1 <br />2.4 <br />2.5 <br />8.3 <br />27.5 <br />24.3 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />97.9 <br />0.0 <br />48.6 <br />79.3 <br />28.8 <br />33.6 <br />32.7 <br />33.3 <br />33.5 <br />40.0 <br />151.6 <br />160.1 <br />LnGrp LOS <br />F <br />A <br />D <br />E <br />C <br />C <br />C <br />C <br />C <br />D <br />F <br />F <br />Approach Vol, veh/h <br />740 <br />396 <br />343 <br />1523 <br />Approach Delay, s/veh <br />73.8 <br />44.5 <br />33.2 <br />128.0 <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 />11.0 <br />27.5 <br />29.0 <br />14.0 <br />24.5 <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 />23.0 <br />24.5 <br />9.5 <br />20.0 <br />18.0 <br />Max Q Clear Time (g_c+11), s <br />7.4 <br />20.1 <br />26.5 <br />11.5 <br />9.1 <br />7.2 <br />Green Ext Time (p_c), s <br />0.0 <br />0.6 <br />0.0 <br />0.0 <br />1.0 <br />1.2 <br />Intersection Summary <br />HCM 6th Chl Delay 92.8 <br />HCM 6th LOS F <br />User approved volume balancing among the lanes for turning movement. <br />The Addington 09/12/2019 Year 2040 With Option E Main St/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 1 <br />