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HCM 6th Signalized Intersection Summary <br />15: Lawson Way/SR-22 EB Ramps & Town and Country <br />Road <br />09/03/2019 <br />-,* <br />--P� <br />-,* <br />f-- <br />+-- <br />*--4\ <br />t <br />/'�'*♦ <br />-' <br />Movement 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 ► i <br />T+ <br />►j <br />ft <br />if <br />►j <br />ti� <br />►j <br />1� <br />r <br />Traffic Volume (veh/h) 337 <br />132 <br />170 <br />99 <br />127 <br />132 <br />95 <br />180 <br />28 <br />328 <br />301 <br />645 <br />Future Volume (veh/h) 337 <br />132 <br />170 <br />99 <br />127 <br />132 <br />95 <br />180 <br />28 <br />328 <br />301 <br />645 <br />Initial Q (Qb), veh 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) 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 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 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 379 <br />148 <br />191 <br />111 <br />143 <br />148 <br />107 <br />202 <br />31 <br />369 <br />628 <br />532 <br />Peak Hour Factor 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, % 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 365 <br />186 <br />240 <br />137 <br />790 <br />352 <br />356 <br />619 <br />94 <br />485 <br />509 <br />431 <br />Arrive On Green 0.11 <br />0.25 <br />0.25 <br />0.08 <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 3456 <br />741 <br />957 <br />1781 <br />3554 <br />1585 <br />1781 <br />3095 <br />468 <br />1781 <br />1870 <br />1585 <br />Grp Volume(v), veh/h 379 <br />0 <br />339 <br />111 <br />143 <br />148 <br />107 <br />115 <br />118 <br />369 <br />628 <br />532 <br />Grp Sat Flow(s),veh/h/In1728 <br />0 <br />1698 <br />1781 <br />1777 <br />1585 <br />1781 <br />1777 <br />1786 <br />1781 <br />1870 <br />1585 <br />Q Serve(g_s), s 9.5 <br />0.0 <br />16.8 <br />5.5 <br />2.9 <br />7.2 <br />4.6 <br />5.0 <br />5.1 <br />17.1 <br />24.5 <br />24.5 <br />Cycle Q Clear(g_c), s 9.5 <br />0.0 <br />16.8 <br />5.5 <br />2.9 <br />7.2 <br />4.6 <br />5.0 <br />5.1 <br />17.1 <br />24.5 <br />24.5 <br />Prop In Lane 1.00 <br />0.56 <br />1.00 <br />1.00 <br />1.00 <br />0.26 <br />1.00 <br />1.00 <br />Lane Grp Cap(c),vehrh 365 <br />0 <br />426 <br />137 <br />790 <br />352 <br />356 <br />355 <br />357 <br />485 <br />509 <br />431 <br />V/C Ratio(X) 1.04 <br />0.00 <br />0.79 <br />0.81 <br />0.18 <br />0.42 <br />0.30 <br />0.32 <br />0.33 <br />0.76 <br />1.23 <br />1.23 <br />Avail Cap(c_a),veh/h 365 <br />0 <br />426 <br />137 <br />790 <br />352 <br />356 <br />355 <br />357 <br />485 <br />509 <br />431 <br />HCM Platoon Ratio 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) 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/veh40.3 <br />0.0 <br />31.5 <br />40.9 <br />28.4 <br />30.0 <br />30.6 <br />30.8 <br />30.8 <br />30.1 <br />32.8 <br />32.8 <br />Incr Delay (d2), s/veh 57.6 <br />0.0 <br />14.2 <br />29.9 <br />0.5 <br />3.7 <br />2.2 <br />2.4 <br />2.5 <br />10.7 <br />121.2 <br />123.6 <br />Initial Q Delay(d3),s/veh 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/lr6.9 <br />0.0 <br />8.4 <br />3.5 <br />1.3 <br />3.1 <br />2.2 <br />2.3 <br />2.4 <br />8.6 <br />27.9 <br />23.9 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 97.9 <br />0.0 <br />45.7 <br />70.8 <br />28.9 <br />33.7 <br />32.8 <br />33.2 <br />33.3 <br />40.8 <br />154.0 <br />156.3 <br />LnGrp LOS 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 />718 <br />402 <br />340 <br />1529 <br />Approach Delay, s/veh <br />73.2 <br />42.2 <br />33.1 <br />127.5 <br />Approach LOS <br />E <br />D <br />C <br />F <br />Timer - Assigned Phs 1 <br />2 <br />4 <br />5 <br />6 <br />8 <br />Phs Duration (G+Y+Rc), E1.4 <br />27.1 <br />29.0 <br />14.0 <br />24.5 <br />22.5 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gma)4,9 <br />22.6 <br />24.5 <br />9.5 <br />20.0 <br />18.0 <br />Max Q Clear Time (g_c+I�,EB <br />18.8 <br />26.5 <br />11.5 <br />9.2 <br />7.1 <br />Green Ext Time (p_c), s 0.0 <br />0.7 <br />0.0 <br />0.0 <br />1.0 <br />1.2 <br />Intersection Summary <br />HCM 6th Chl Delay <br />92.2 <br />HCM 6th LOS <br />F <br />User approved volume balancing among the lanes for turning movement. <br />The Addington 09/0312019 OY Cumulative -AM Peak Hour Synchro 10 Report <br />Page 11 <br />