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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) 619 <br />181 <br />90 <br />65 <br />171 <br />458 <br />215 <br />461 <br />73 <br />275 <br />159 <br />488 <br />Future Volume (veh/h) 619 <br />181 <br />90 <br />65 <br />171 <br />458 <br />215 <br />461 <br />73 <br />275 <br />159 <br />488 <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 652 <br />191 <br />95 <br />68 <br />180 <br />482 <br />226 <br />485 <br />77 <br />289 <br />427 <br />340 <br />Peak Hour Factor 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, % 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 672 <br />407 <br />202 <br />88 <br />711 <br />317 <br />366 <br />632 <br />100 <br />356 <br />374 <br />317 <br />Arrive On Green 0.19 <br />0.35 <br />0.35 <br />0.05 <br />0.20 <br />0.20 <br />0.21 <br />0.21 <br />0.21 <br />0.20 <br />0.20 <br />0.20 <br />Sat Flow,veh/h 3456 <br />1179 <br />586 <br />1781 <br />3554 <br />1585 <br />1781 <br />3074 <br />486 <br />1781 <br />1870 <br />1585 <br />Grp Volume(v), veh/h 652 <br />0 <br />286 <br />68 <br />180 <br />482 <br />226 <br />279 <br />283 <br />289 <br />427 <br />340 <br />Grp Sat Flow(s),veh/h/In1728 <br />0 <br />1765 <br />1781 <br />1777 <br />1585 <br />1781 <br />1777 <br />1783 <br />1781 <br />1870 <br />1585 <br />Q Serve(g_s), s 16.9 <br />0.0 <br />11.4 <br />3.4 <br />3.8 <br />18.0 <br />10.4 <br />13.3 <br />13.5 <br />13.9 <br />18.0 <br />18.0 <br />Cycle Q Clear(g_c), s 16.9 <br />0.0 <br />11.4 <br />3.4 <br />3.8 <br />18.0 <br />10.4 <br />13.3 <br />13.5 <br />13.9 <br />18.0 <br />18.0 <br />Prop In Lane 1.00 <br />0.33 <br />1.00 <br />1.00 <br />1.00 <br />0.27 <br />1.00 <br />1.00 <br />Lane Grp Cap(c), vehrh 672 <br />0 <br />609 <br />88 <br />711 <br />317 <br />366 <br />365 <br />366 <br />356 <br />374 <br />317 <br />V/C Ratio(X) 0.97 <br />0.00 <br />0.47 <br />0.77 <br />0.25 <br />1.52 <br />0.62 <br />0.76 <br />0.77 <br />0.81 <br />1.14 <br />1.07 <br />Avail Cap(c_a),veh/h 672 <br />0 <br />609 <br />178 <br />711 <br />317 <br />366 <br />365 <br />366 <br />356 <br />374 <br />317 <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/veh 36.0 <br />0.0 <br />23.0 <br />42.3 <br />30.3 <br />36.0 <br />32.5 <br />33.7 <br />33.8 <br />34.4 <br />36.0 <br />36.0 <br />Incr Delay (d2), s/veh 27.4 <br />0.0 <br />0.6 <br />13.4 <br />0.2 <br />249.8 <br />7.6 <br />14.1 <br />14.5 <br />17.9 <br />90.9 <br />71.2 <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/lr9.5 <br />0.0 <br />4.7 <br />1.8 <br />1.6 <br />28.8 <br />5.2 <br />7.1 <br />7.2 <br />7.7 <br />17.4 <br />13.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 63.4 <br />0.0 <br />23.6 <br />55.7 <br />30.5 <br />285.8 <br />40.1 <br />47.8 <br />48.3 <br />52.3 <br />126.9 <br />107.2 <br />LnGrp LOS E <br />A <br />C <br />E <br />C <br />F <br />D <br />D <br />D <br />D <br />F <br />F <br />Approach Vol, veh/h <br />938 <br />730 <br />788 <br />1056 <br />Approach Delay, s/veh <br />51.2 <br />201.4 <br />45.8 <br />100.1 <br />Approach LOS <br />D <br />F <br />D <br />F <br />Timer - Assigned Phs <br />2 <br />3 <br />4 <br />6 <br />7 <br />8 <br />Phs Duration (G+Y+Rc), s <br />23.0 <br />8.9 <br />35.6 <br />22.5 <br />22.0 <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 />18.5 <br />9.0 <br />26.5 <br />18.0 <br />17.5 <br />18.0 <br />Max Q Clear Time (g_c+11), s <br />15.5 <br />5.4 <br />13.4 <br />20.0 <br />18.9 <br />20.0 <br />Green Ext Time (p_c), s <br />1.3 <br />0.0 <br />1.4 <br />0.0 <br />0.0 <br />0.0 <br />Intersection Summary <br />HCM 6th Chl Delay 95.9 <br />HCM 6th LOS F <br />User approved volume balancing among the lanes for turning movement. <br />The Addington 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 11 <br />