Laserfiche WebLink
HCM 6th Signalized Intersection Summary <br />15: Lawson Way/SR-22 EB Ramps & Town and Country <br />Road <br />09/13/2019 <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) 587 <br />104 <br />25 <br />11 <br />148 <br />461 <br />186 <br />440 <br />52 <br />185 <br />109 <br />424 <br />Future Volume (veh/h) 587 <br />104 <br />25 <br />11 <br />148 <br />461 <br />186 <br />440 <br />52 <br />185 <br />109 <br />424 <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 618 <br />109 <br />26 <br />12 <br />156 <br />485 <br />196 <br />463 <br />55 <br />195 <br />363 <br />280 <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 />555 <br />132 <br />26 <br />711 <br />317 <br />366 <br />658 <br />78 <br />356 <br />374 <br />317 <br />Arrive On Green 0.19 <br />0.38 <br />0.38 <br />0.01 <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 />1460 <br />348 <br />1781 <br />3554 <br />1585 <br />1781 <br />3201 <br />379 <br />1781 <br />1870 <br />1585 <br />Grp Volume(v), veh/h 618 <br />0 <br />135 <br />12 <br />156 <br />485 <br />196 <br />256 <br />262 <br />195 <br />363 <br />280 <br />Grp Sat Flow(s),veh/h/In1728 <br />0 <br />1808 <br />1781 <br />1777 <br />1585 <br />1781 <br />1777 <br />1802 <br />1781 <br />1870 <br />1585 <br />Q Serve(g_s), s 15.8 <br />0.0 <br />4.5 <br />0.6 <br />3.3 <br />18.0 <br />8.8 <br />12.0 <br />12.2 <br />8.9 <br />17.3 <br />15.4 <br />Cycle Q Clear(g_c), s 15.8 <br />0.0 <br />4.5 <br />0.6 <br />3.3 <br />18.0 <br />8.8 <br />12.0 <br />12.2 <br />8.9 <br />17.3 <br />15.4 <br />Prop In Lane 1.00 <br />0.19 <br />1.00 <br />1.00 <br />1.00 <br />0.21 <br />1.00 <br />1.00 <br />Lane Grp Cap(c), vehrh 672 <br />0 <br />687 <br />26 <br />711 <br />317 <br />366 <br />365 <br />370 <br />356 <br />374 <br />317 <br />V/C Ratio(X) 0.92 <br />0.00 <br />0.20 <br />0.47 <br />0.22 <br />1.53 <br />0.54 <br />0.70 <br />0.71 <br />0.55 <br />0.97 <br />0.88 <br />Avail Cap(c_a),veh/h 672 <br />0 <br />687 <br />99 <br />711 <br />317 <br />366 <br />365 <br />370 <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 35.6 <br />0.0 <br />18.7 <br />44.0 <br />30.1 <br />36.0 <br />31.9 <br />33.2 <br />33.2 <br />32.3 <br />35.7 <br />35.0 <br />Incr Delay (d2), s/veh 17.9 <br />0.0 <br />0.1 <br />12.7 <br />0.2 <br />253.9 <br />5.5 <br />10.7 <br />10.8 <br />5.9 <br />39.7 <br />28.0 <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 />%le BackOfQ(50%),veh/lr8.2 <br />0.0 <br />1.9 <br />0.4 <br />1.4 <br />29.1 <br />4.3 <br />6.2 <br />6.3 <br />4.3 <br />11.8 <br />8.3 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 53.5 <br />0.0 <br />18.8 <br />56.7 <br />30.3 <br />289.9 <br />37.4 <br />43.9 <br />44.1 <br />38.3 <br />75.4 <br />63.0 <br />LnGrp LOS D <br />A <br />B <br />E <br />C <br />F <br />D <br />D <br />D <br />D <br />E <br />E <br />Approach Vol, veh/h <br />753 <br />653 <br />714 <br />838 <br />Approach Delay, s/veh <br />47.3 <br />223.6 <br />42.2 <br />62.6 <br />Approach LOS <br />D <br />F <br />D <br />E <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 />5.8 <br />38.7 <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 />5.0 <br />30.5 <br />18.0 <br />17.5 <br />18.0 <br />Max Q Clear Time (g_c+11), s <br />14.2 <br />2.6 <br />6.5 <br />19.3 <br />17.8 <br />20.0 <br />Green Ext Time (p_c), s <br />1.5 <br />0.0 <br />0.7 <br />0.0 <br />0.0 <br />0.0 <br />Intersection Summary <br />HCM 6th Chl Delay <br />89.3 <br />HCM 6th LOS <br />F <br />User approved volume balancing among the lanes for turning movement. <br />The Addington 09/12/2019 Existing With Option E Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 11 <br />