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HCM 6th Signalized Intersection Summary <br />7: Main St & Walkie Way/Project Driveway 09/13/2019 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />I <br />T+ <br />►j <br />T+ <br />►j tti� <br />►j tti� <br />Traffic Volume (veh/h) <br />2 <br />0 <br />1 <br />44 <br />0 <br />30 <br />21 <br />1482 <br />16 <br />11 <br />1729 <br />12 <br />Future Volume (veh/h) <br />2 <br />0 <br />1 <br />44 <br />0 <br />30 <br />21 <br />1482 <br />16 <br />11 <br />1729 <br />12 <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 />46 <br />0 <br />32 <br />22 <br />1560 <br />17 <br />12 <br />1820 <br />13 <br />Peak Hour Factor <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 />0.95 <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 />340 <br />0 <br />302 <br />71 <br />0 <br />63 <br />96 <br />3004 <br />33 <br />69 <br />2937 <br />21 <br />Arrive On Green <br />0.19 <br />0.00 <br />0.19 <br />0.04 <br />0.00 <br />0.06 <br />0.05 <br />0.58 <br />0.58 <br />0.04 <br />0.56 <br />0.56 <br />Sat Flow,veh/h <br />1781 <br />0 <br />1585 <br />1781 <br />0 <br />1585 <br />1781 <br />5207 <br />57 <br />1781 <br />5230 <br />37 <br />Grp Volume(v), veh/h <br />2 <br />0 <br />1 <br />46 <br />0 <br />32 <br />22 <br />1020 <br />557 <br />12 <br />1184 <br />649 <br />Grp Sat Flow(s),veh/h/In1781 <br />0 <br />1585 <br />1781 <br />0 <br />1585 <br />1781 <br />1702 <br />1860 <br />1781 <br />1702 <br />1864 <br />Q Serve(g_s), s <br />0.1 <br />0.0 <br />0.1 <br />3.3 <br />0.0 <br />2.6 <br />1.5 <br />23.5 <br />23.5 <br />0.8 <br />30.4 <br />30.4 <br />Cycle Q Clear(g_c), s <br />0.1 <br />0.0 <br />0.1 <br />3.3 <br />0.0 <br />2.6 <br />1.5 <br />23.5 <br />23.5 <br />0.8 <br />30.4 <br />30.4 <br />Prop In Lane <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.03 <br />1.00 <br />0.02 <br />Lane Grp Cap(c), vehrh <br />340 <br />0 <br />302 <br />71 <br />0 <br />63 <br />96 <br />1964 <br />1073 <br />69 <br />1912 <br />1047 <br />V/C Ratio(X) <br />0.01 <br />0.00 <br />0.00 <br />0.65 <br />0.00 <br />0.50 <br />0.23 <br />0.52 <br />0.52 <br />0.18 <br />0.62 <br />0.62 <br />Avail Cap(c_a),veh/h <br />340 <br />0 <br />302 <br />343 <br />0 <br />305 <br />96 <br />1964 <br />1073 <br />82 <br />1912 <br />1047 <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 />0.41 <br />0.41 <br />0.41 <br />Uniform Delay (d), s/veh42.6 <br />0.0 <br />42.6 <br />61.5 <br />0.0 <br />60.1 <br />58.9 <br />16.6 <br />16.6 <br />60.5 <br />19.2 <br />19.2 <br />Incr Delay (d2), s/veh <br />0.0 <br />0.0 <br />0.0 <br />9.4 <br />0.0 <br />6.1 <br />5.5 <br />1.0 <br />1.8 <br />0.5 <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(500/o),veh/lr0.1 <br />0.0 <br />0.0 <br />1.7 <br />0.0 <br />1.1 <br />0.8 <br />9.1 <br />10.2 <br />0.4 <br />11.7 <br />13.0 <br />Unsig. Movement Delay, <br />s/veh <br />LnGrp Delay(d),s/veh <br />42.6 <br />0.0 <br />42.6 <br />70.9 <br />0.0 <br />66.2 <br />64.4 <br />17.6 <br />18.4 <br />61.0 <br />19.8 <br />20.3 <br />LnGrp LOS <br />D <br />A <br />D <br />E <br />A <br />E <br />E <br />B <br />B <br />E <br />B <br />C <br />Approach Vol, veh/h <br />3 <br />78 <br />1599 <br />1845 <br />Approach Delay, s/veh <br />42.6 <br />69.0 <br />18.5 <br />20.2 <br />Approach LOS <br />D <br />E <br />B <br />C <br />Timer - Assigned Phs <br />2 <br />3 <br />4 <br />6 <br />7 <br />8 <br />Phs Duration (G+Y+Rc), s <br />29.8 <br />12.0 <br />78.0 <br />10.2 <br />10.0 <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 />32.4 <br />5.3 <br />2.8 <br />25.5 <br />Green Ext Time (p_c), s <br />0.0 <br />0.0 <br />19.1 <br />0.2 <br />0.0 <br />16.0 <br />Intersection Summary <br />HCM 6th Chl Delay 20.6 <br />HCM 6th LOS C <br />The Addington 09/12/2019 Year 2040 With Option E Main SUWalkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 4 <br />