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HCM 6th Signalized Intersection Summary <br />7: Main St & Santiago Park/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 />8 <br />0 <br />21 <br />29 <br />0 <br />19 <br />29 <br />1444 <br />45 <br />31 <br />1621 <br />2 <br />Future Volume (veh/h) <br />8 <br />0 <br />21 <br />29 <br />0 <br />19 <br />29 <br />1444 <br />45 <br />31 <br />1621 <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 />23 <br />31 <br />0 <br />20 <br />31 <br />1553 <br />48 <br />33 <br />1743 <br />2 <br />Peak Hour Factor <br />0.93 <br />0.93 <br />0.93 <br />0.93 <br />0.93 <br />0.93 <br />0.93 <br />0.93 <br />0.93 <br />0.93 <br />0.93 <br />0.93 <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 />39 <br />2936 <br />91 <br />42 <br />3047 <br />3 <br />Arrive On Green <br />0.22 <br />0.00 <br />0.22 <br />0.03 <br />0.00 <br />0.03 <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 />5089 <br />157 <br />1781 <br />5267 <br />6 <br />Grp Volume(v), veh/h <br />9 <br />0 <br />23 <br />31 <br />0 <br />20 <br />31 <br />1039 <br />562 <br />33 <br />1126 <br />619 <br />Grp Sat Flow(s),veh/h/In1781 <br />0 <br />1585 <br />1781 <br />0 <br />1585 <br />1781 <br />1702 <br />1842 <br />1781 <br />1702 <br />1869 <br />Q Serve(g_s), s <br />0.5 <br />0.0 <br />1.5 <br />2.2 <br />0.0 <br />1.6 <br />2.3 <br />24.2 <br />24.2 <br />2.4 <br />27.1 <br />27.1 <br />Cycle Q Clear(g_c), s <br />0.5 <br />0.0 <br />1.5 <br />2.2 <br />0.0 <br />1.6 <br />2.3 <br />24.2 <br />24.2 <br />2.4 <br />27.1 <br />27.1 <br />Prop In Lane <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />0.09 <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 />39 <br />1964 <br />1063 <br />42 <br />1969 <br />1081 <br />V/C Ratio(X) <br />0.02 <br />0.00 <br />0.07 <br />0.62 <br />0.00 <br />0.45 <br />0.79 <br />0.53 <br />0.53 <br />0.79 <br />0.57 <br />0.57 <br />Avail Cap(c_a),veh/h <br />387 <br />0 <br />345 <br />343 <br />0 <br />305 <br />96 <br />1964 <br />1063 <br />82 <br />1969 <br />1081 <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 />0.54 <br />0.54 <br />0.54 <br />Uniform Delay (d), s/veh <br />40.0 <br />0.0 <br />40.4 <br />62.5 <br />0.0 <br />62.2 <br />63.3 <br />16.7 <br />16.7 <br />63.1 <br />17.3 <br />17.3 <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 />28.4 <br />1.0 <br />1.9 <br />15.8 <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 />0.6 <br />1.2 <br />0.0 <br />0.7 <br />1.3 <br />9.5 <br />10.6 <br />1.3 <br />10.6 <br />11.8 <br />Unsig. Movement Delay, <br />s/veh <br />LnGrp Delay(d),s/veh <br />40.1 <br />0.0 <br />40.8 <br />74.1 <br />0.0 <br />69.0 <br />91.7 <br />17.8 <br />18.6 <br />78.9 <br />17.9 <br />18.5 <br />LnGrp LOS <br />D <br />A <br />D <br />E <br />A <br />E <br />F <br />B <br />B <br />E <br />B <br />B <br />Approach Vol, veh/h <br />32 <br />51 <br />1632 <br />1778 <br />Approach Delay, s/veh <br />40.6 <br />72.1 <br />19.5 <br />19.2 <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 />33.3 <br />7.9 <br />80.2 <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 />3.5 <br />4.3 <br />29.1 <br />4.2 <br />4.4 <br />26.2 <br />Green Ext Time (p_c), s <br />0.0 <br />0.0 <br />19.2 <br />0.1 <br />0.0 <br />17.4 <br />Intersection Summary <br />HCM 6th Chl Delay <br />20.3 <br />HCM 6th LOS <br />C <br />The Addington 09/12/2019 OY Cumulative With Option E - Main St./Walkie Way and Surface Parking - PM Peak hour Synchro 10 Report <br />Page 4 <br />