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HCM 6th Signalized Intersection Summary <br />7: Main St & Walkie Way/Project Driveway 09/13/2019 <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 />T+ <br />►j <br />++T+ <br />►j <br />TTi� <br />Traffic Volume (veh/h) <br />2 <br />0 <br />1 <br />44 <br />0 <br />30 <br />19 <br />1249 <br />16 <br />11 <br />1351 <br />11 <br />Future Volume (veh/h) <br />2 <br />0 <br />1 <br />44 <br />0 <br />30 <br />19 <br />1249 <br />16 <br />11 <br />1351 <br />11 <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 />2 <br />0 <br />1 <br />48 <br />0 <br />33 <br />21 <br />1373 <br />18 <br />12 <br />1485 <br />12 <br />Peak Hour Factor <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />0.91 <br />0.91 <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 />387 <br />0 <br />344 <br />74 <br />0 <br />66 <br />29 <br />2997 <br />39 <br />19 <br />2985 <br />24 <br />Arrive On Green <br />0.22 <br />0.00 <br />0.22 <br />0.04 <br />0.00 <br />0.04 <br />0.02 <br />0.58 <br />0.58 <br />0.01 <br />0.57 <br />0.57 <br />Sat Flow,veh/h <br />1781 <br />0 <br />1585 <br />1781 <br />0 <br />1585 <br />1781 <br />5194 <br />68 <br />1781 <br />5225 <br />42 <br />Grp Volume(v), veh/h <br />2 <br />0 <br />1 <br />48 <br />0 <br />33 <br />21 <br />900 <br />491 <br />12 <br />968 <br />529 <br />Grp Sat Flow(s),veh/h/In <br />1781 <br />0 <br />1585 <br />1781 <br />0 <br />1585 <br />1781 <br />1702 <br />1858 <br />1781 <br />1702 <br />1863 <br />Q Serve(g_s), s <br />0.1 <br />0.0 <br />0.1 <br />3.5 <br />0.0 <br />2.6 <br />1.5 <br />19.8 <br />19.8 <br />0.9 <br />22.1 <br />22.1 <br />Cycle Q Clear(g_c), s <br />0.1 <br />0.0 <br />0.1 <br />3.5 <br />0.0 <br />2.6 <br />1.5 <br />19.8 <br />19.8 <br />0.9 <br />22.1 <br />22.1 <br />Prop In Lane <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.04 <br />1.00 <br />0.02 <br />Lane Grp Cap(c),vehrh <br />387 <br />0 <br />344 <br />74 <br />0 <br />66 <br />29 <br />1964 <br />1072 <br />19 <br />1945 <br />1064 <br />V/C Ratio(X) <br />0.01 <br />0.00 <br />0.00 <br />0.65 <br />0.00 <br />0.50 <br />0.72 <br />0.46 <br />0.46 <br />0.62 <br />0.50 <br />0.50 <br />Avail Cap(c_a),veh/h <br />387 <br />0 <br />344 <br />343 <br />0 <br />305 <br />96 <br />1964 <br />1072 <br />82 <br />1945 <br />1064 <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 />0.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.67 <br />0.67 <br />0.67 <br />Uniform Delay (d), s/veh <br />39.9 <br />0.0 <br />39.9 <br />61.4 <br />0.0 <br />61.0 <br />63.6 <br />15.8 <br />15.8 <br />64.0 <br />16.7 <br />16.7 <br />Incr Delay (d2), s/veh <br />0.0 <br />0.0 <br />0.0 <br />9.3 <br />0.0 <br />5.9 <br />28.2 <br />0.8 <br />1.4 <br />20.0 <br />0.6 <br />1.1 <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 />%le BackOfQ(50%),veh/In <br />0.1 <br />0.0 <br />0.0 <br />1.8 <br />0.0 <br />1.2 <br />0.9 <br />7.6 <br />8.5 <br />0.5 <br />8.5 <br />9.5 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />39.9 <br />0.0 <br />39.9 <br />70.7 <br />0.0 <br />66.9 <br />91.8 <br />16.6 <br />17.2 <br />84.0 <br />17.3 <br />17.8 <br />LnGrp LOS <br />D <br />A <br />D <br />E <br />A <br />E <br />F <br />B <br />B <br />F <br />B <br />B <br />Approach Vol, veh/h <br />3 <br />81 <br />1412 <br />1509 <br />Approach Delay, s/veh <br />39.9 <br />69.1 <br />17.9 <br />18.0 <br />Approach LOS <br />D <br />E <br />B <br />B <br />Timer - Assigned Phs <br />2 <br />3 <br />4 <br />6 <br />7 <br />8 <br />Phs Duration (G+Y+Rc), s <br />33.2 <br />7.1 <br />79.3 <br />10.4 <br />6.4 <br />80.0 <br />Change Period (Y+Rc), s <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />5.0 <br />Max Green Setting (Gmax), s <br />4.0 <br />7.0 <br />73.0 <br />25.0 <br />6.0 <br />75.0 <br />Max Q Clear Time (g_c+11), s <br />2.1 <br />3.5 <br />24.1 <br />5.5 <br />2.9 <br />21.8 <br />Green Ext Time (p_c), s <br />0.0 <br />0.0 <br />14.6 <br />0.2 <br />0.0 <br />13.2 <br />Intersection Summary <br />HCM 6th Chl Delay <br />19.4 <br />HCM 6th LOS <br />B <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 3 <br />