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HCM 6th Signalized Intersection Summary <br />7: Main St & Santiago ParkM/alkie Way 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 />9 <br />0 <br />24 <br />29 <br />0 <br />19 <br />32 <br />1731 <br />45 <br />31 <br />1781 <br />2 <br />Future Volume (veh/h) <br />9 <br />0 <br />24 <br />29 <br />0 <br />19 <br />32 <br />1731 <br />45 <br />31 <br />1781 <br />2 <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 />9 <br />0 <br />25 <br />31 <br />0 <br />20 <br />34 <br />1822 <br />47 <br />33 <br />1875 <br />2 <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 />387 <br />0 <br />345 <br />50 <br />0 <br />45 <br />43 <br />2953 <br />76 <br />42 <br />3035 <br />3 <br />Arrive On Green <br />0.22 <br />0.00 <br />0.22 <br />0.03 <br />0.00 <br />0.04 <br />0.02 <br />0.58 <br />0.58 <br />0.02 <br />0.58 <br />0.58 <br />Sat Flow,veh/h <br />1781 <br />0 <br />1585 <br />1781 <br />0 <br />1585 <br />1781 <br />5119 <br />132 <br />1781 <br />5268 <br />6 <br />Grp Volume(v), veh/h <br />9 <br />0 <br />25 <br />31 <br />0 <br />20 <br />34 <br />1211 <br />658 <br />33 <br />1212 <br />665 <br />Grp Sat Flow(s),veh/h/In1781 <br />0 <br />1585 <br />1781 <br />0 <br />1585 <br />1781 <br />1702 <br />1847 <br />1781 <br />1702 <br />1869 <br />Q Serve(g_s), s <br />0.5 <br />0.0 <br />1.6 <br />2.2 <br />0.0 <br />1.6 <br />2.5 <br />30.4 <br />30.4 <br />2.4 <br />30.5 <br />30.5 <br />Cycle Q Clear(g_c), s <br />0.5 <br />0.0 <br />1.6 <br />2.2 <br />0.0 <br />1.6 <br />2.5 <br />30.4 <br />30.4 <br />2.4 <br />30.5 <br />30.5 <br />Prop In Lane <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.07 <br />1.00 <br />0.00 <br />Lane Grp Cap(c), vehrh <br />387 <br />0 <br />345 <br />50 <br />0 <br />45 <br />43 <br />1964 <br />1065 <br />42 <br />1961 <br />1077 <br />V/C Ratio(X) <br />0.02 <br />0.00 <br />0.07 <br />0.62 <br />0.00 <br />0.45 <br />0.78 <br />0.62 <br />0.62 <br />0.79 <br />0.62 <br />0.62 <br />Avail Cap(c_a),veh/h <br />387 <br />0 <br />345 <br />343 <br />0 <br />305 <br />96 <br />1964 <br />1065 <br />82 <br />1961 <br />1077 <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 />0.44 <br />0.44 <br />0.44 <br />Uniform Delay (d), s/veh <br />40.0 <br />0.0 <br />40.4 <br />62.5 <br />0.0 <br />61.2 <br />63.1 <br />18.1 <br />18.1 <br />63.1 <br />18.1 <br />18.1 <br />Incr Delay (d2), s/veh <br />0.1 <br />0.0 <br />0.4 <br />11.6 <br />0.0 <br />6.8 <br />25.7 <br />1.5 <br />2.7 <br />13.2 <br />0.7 <br />1.2 <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/lr0.2 <br />0.0 <br />0.7 <br />1.2 <br />0.0 <br />0.7 <br />1.4 <br />12.0 <br />13.4 <br />1.2 <br />11.9 <br />13.2 <br />Unsig. Movement Delay, <br />s/veh <br />LnGrp Delay(d),s/veh <br />40.1 <br />0.0 <br />40.9 <br />74.1 <br />0.0 <br />68.0 <br />88.8 <br />19.5 <br />20.8 <br />76.3 <br />18.8 <br />19.3 <br />LnGrp LOS <br />D <br />A <br />D <br />E <br />A <br />E <br />F <br />B <br />C <br />E <br />B <br />B <br />Approach Vol, veh/h <br />34 <br />51 <br />1903 <br />1910 <br />Approach Delay, s/veh <br />40.7 <br />71.7 <br />21.2 <br />20.0 <br />Approach LOS <br />D <br />E <br />C <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 />33.3 <br />8.2 <br />79.9 <br />8.7 <br />8.1 <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 />3.6 <br />4.5 <br />32.5 <br />4.2 <br />4.4 <br />32.4 <br />Green Ext Time (p_c), s <br />0.0 <br />0.0 <br />20.7 <br />0.1 <br />0.0 <br />21.2 <br />Intersection Summary <br />HCM 6th Chl Delay 21.4 <br />HCM 6th LOS C <br />The Addington 09/03/2019 Year 2040 With Option E -Main SUWalkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 4 <br />