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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 />354 <br />146 <br />196 <br />104 <br />133 <br />139 <br />100 <br />189 <br />33 <br />344 <br />340 <br />677 <br />Future Volume (veh/h) <br />354 <br />146 <br />196 <br />104 <br />133 <br />139 <br />100 <br />189 <br />33 <br />344 <br />340 <br />677 <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 />373 <br />154 <br />206 <br />109 <br />140 <br />146 <br />105 <br />199 <br />35 <br />362 <br />624 <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 />174 <br />233 <br />137 <br />750 <br />335 <br />356 <br />606 <br />105 <br />505 <br />530 <br />449 <br />Arrive On Green <br />0.11 <br />0.24 <br />0.24 <br />0.08 <br />0.21 <br />0.21 <br />0.20 <br />0.20 <br />0.20 <br />0.28 <br />0.28 <br />0.28 <br />Sat Flow,veh/h <br />3456 <br />725 <br />970 <br />1781 <br />3554 <br />1585 <br />1781 <br />3029 <br />524 <br />1781 <br />1870 <br />1585 <br />Grp Volume(v), veh/h <br />373 <br />0 <br />360 <br />109 <br />140 <br />146 <br />105 <br />115 <br />119 <br />362 <br />624 <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 />1776 <br />1781 <br />1870 <br />1585 <br />Q Serve(g_s), s <br />9.5 <br />0.0 <br />18.4 <br />5.4 <br />2.9 <br />7.2 <br />4.5 <br />5.0 <br />5.2 <br />16.5 <br />25.5 <br />25.5 <br />Cycle Q Clear(g_c), s <br />9.5 <br />0.0 <br />18.4 <br />5.4 <br />2.9 <br />7.2 <br />4.5 <br />5.0 <br />5.2 <br />16.5 <br />25.5 <br />25.5 <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 />407 <br />137 <br />750 <br />335 <br />356 <br />355 <br />355 <br />505 <br />530 <br />449 <br />V/C Ratio(X) <br />1.02 <br />0.00 <br />0.88 <br />0.80 <br />0.19 <br />0.44 <br />0.29 <br />0.32 <br />0.33 <br />0.72 <br />1.18 <br />1.19 <br />Avail Cap(c_a),veh/h <br />365 <br />0 <br />407 <br />137 <br />750 <br />335 <br />356 <br />355 <br />355 <br />505 <br />530 <br />449 <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 />33.0 <br />40.9 <br />29.2 <br />30.8 <br />30.6 <br />30.8 <br />30.9 <br />29.0 <br />32.3 <br />32.3 <br />Incr Delay (d2), s/veh <br />53.0 <br />0.0 <br />23.4 <br />27.4 <br />0.5 <br />4.1 <br />2.1 <br />2.4 <br />2.5 <br />8.5 <br />98.2 <br />107.2 <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 />We BackOfQ(50%),veh/In <br />6.7 <br />0.0 <br />10.0 <br />3.4 <br />1.3 <br />3.1 <br />2.1 <br />2.3 <br />2.4 <br />8.0 <br />25.6 <br />22.8 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />93.2 <br />0.0 <br />56.4 <br />68.2 <br />29.7 <br />34.9 <br />32.7 <br />33.2 <br />33.4 <br />37.5 <br />130.5 <br />139.4 <br />LnGrp LOS <br />F <br />A <br />E <br />E <br />C <br />C <br />C <br />C <br />C <br />D <br />F <br />F <br />Approach Vol, veh/h <br />733 <br />395 <br />339 <br />1522 <br />Approach Delay, s/veh <br />75.1 <br />42.3 <br />33.1 <br />111.5 <br />Approach LOS <br />E <br />D <br />C <br />F <br />Timer - Assigned Phs <br />Phs Duration (G+Y+Rc), s <br />11.4 <br />26.1 <br />Change Period (Y+Rc), s <br />4.5 <br />4.5 <br />Max Green Setting (Gmax), s <br />6.9 <br />21.6 <br />Max Q Clear Time (g_c+11), s <br />7.4 <br />20.4 <br />Green Ext Time (p_c), s <br />0.0 <br />0.3 <br />Intersection Summary <br />HCM 6th Chl Delay 84.5 <br />HCM 6th LOS F <br />30.0 <br />14.0 <br />23.5 <br />22.5 <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />25.5 <br />9.5 <br />19.0 <br />18.0 <br />27.5 <br />11.5 <br />9.2 <br />7.2 <br />0.0 <br />0.0 <br />0.9 <br />1.2 <br />User approved volume balancing among the lanes for turning movement. <br />The Addington 09/03/2019 Year 2040 Conditions - AM Peak hour Synchro 10 Report <br />Page 1 <br />