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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) 650 <br />190 <br />95 <br />68 <br />174 <br />481 <br />247 <br />462 <br />77 <br />289 <br />167 <br />512 <br />Future Volume (veh/h) 650 <br />190 <br />95 <br />68 <br />174 <br />481 <br />247 <br />462 <br />77 <br />289 <br />167 <br />512 <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 684 <br />200 <br />100 <br />72 <br />183 <br />506 <br />260 <br />486 <br />81 <br />304 <br />448 <br />358 <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 />403 <br />201 <br />93 <br />711 <br />317 <br />366 <br />627 <br />104 <br />356 <br />374 <br />317 <br />Arrive On Green 0.19 <br />0.34 <br />0.34 <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 />1176 <br />588 <br />1781 <br />3554 <br />1585 <br />1781 <br />3050 <br />506 <br />1781 <br />1870 <br />1585 <br />Grp Volume(v), veh/h 684 <br />0 <br />300 <br />72 <br />183 <br />506 <br />260 <br />282 <br />285 <br />304 <br />448 <br />358 <br />Grp Sat Flow(s),veh/h/In1728 <br />0 <br />1764 <br />1781 <br />1777 <br />1585 <br />1781 <br />1777 <br />1779 <br />1781 <br />1870 <br />1585 <br />Q Serve(g_s), s 17.5 <br />0.0 <br />12.1 <br />3.6 <br />3.9 <br />18.0 <br />12.2 <br />13.5 <br />13.6 <br />14.8 <br />18.0 <br />18.0 <br />Cycle Q Clear(g_c), s 17.5 <br />0.0 <br />12.1 <br />3.6 <br />3.9 <br />18.0 <br />12.2 <br />13.5 <br />13.6 <br />14.8 <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 />0.28 <br />1.00 <br />1.00 <br />Lane Grp Cap(c), vehrh 672 <br />0 <br />604 <br />93 <br />711 <br />317 <br />366 <br />365 <br />366 <br />356 <br />374 <br />317 <br />V/C Ratio(X) 1.02 <br />0.00 <br />0.50 <br />0.77 <br />0.26 <br />1.60 <br />0.71 <br />0.77 <br />0.78 <br />0.85 <br />1.20 <br />1.13 <br />Avail Cap(c_a),veh/h 672 <br />0 <br />604 <br />182 <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 36.3 <br />0.0 <br />23.5 <br />42.1 <br />30.4 <br />36.0 <br />33.3 <br />33.8 <br />33.8 <br />34.7 <br />36.0 <br />36.0 <br />Incr Delay (d2), s/veh 39.3 <br />0.0 <br />0.6 <br />12.7 <br />0.2 <br />282.7 <br />11.1 <br />14.6 <br />15.1 <br />22.0 <br />112.1 <br />90.2 <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/lk0.9 <br />0.0 <br />5.0 <br />1.9 <br />1.7 <br />31.7 <br />6.3 <br />7.2 <br />7.3 <br />8.4 <br />19.6 <br />14.7 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 75.5 <br />0.0 <br />24.1 <br />54.8 <br />30.6 <br />318.7 <br />44.4 <br />48.4 <br />48.9 <br />56.8 <br />148.1 <br />126.2 <br />LnGrp LOS F <br />A <br />C <br />D <br />C <br />F <br />D <br />D <br />D <br />E <br />F <br />F <br />Approach Vol, veh/h <br />984 <br />761 <br />827 <br />1110 <br />Approach Delay, s/veh <br />59.9 <br />224.4 <br />47.3 <br />116.0 <br />Approach LOS <br />E <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 />9.2 <br />35.3 <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 />9.2 <br />26.3 <br />18.0 <br />17.5 <br />18.0 <br />Max Q Clear Time (g_c+11), s <br />15.6 <br />5.6 <br />14.1 <br />20.0 <br />19.5 <br />20.0 <br />Green Ext Time (p_c), s <br />1.2 <br />0.0 <br />1.4 <br />0.0 <br />0.0 <br />0.0 <br />Intersection Summary <br />HCM 6th Chl Delay <br />108.0 <br />HCM 6th LOS <br />F <br />User approved volume balancing among the lanes for turning movement. <br />The Addington 09/03/2019 Year 2040 Conditions - PM Peak hour Synchro 10 Report <br />Page 11 <br />