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HCM 6th Signalized Intersection Summary <br />7: Main St & Santiago ParkM/alkie Way 09/03/2019 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />►j <br />T+ <br />41) <br />►j tti� <br />►j tti� <br />Traffic Volume (veh/h) <br />2 <br />0 <br />1 <br />0 <br />0 <br />0 <br />19 <br />1249 <br />0 <br />1 <br />1351 <br />11 <br />Future Volume (veh/h) <br />2 <br />0 <br />1 <br />0 <br />0 <br />0 <br />19 <br />1249 <br />0 <br />1 <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 />0 <br />0 <br />0 <br />21 <br />1373 <br />0 <br />1 <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 />683 <br />0 <br />555 <br />0 <br />654 <br />0 <br />30 <br />2676 <br />0 <br />2 <br />2656 <br />21 <br />Arrive On Green <br />0.35 <br />0.00 <br />0.35 <br />0.00 <br />0.00 <br />0.00 <br />0.03 <br />1.00 <br />0.00 <br />0.00 <br />0.51 <br />0.51 <br />Sat Flow,veh/h <br />1781 <br />0 <br />1585 <br />0 <br />1870 <br />0 <br />1781 <br />5274 <br />0 <br />1781 <br />5225 <br />42 <br />Grp Volume(v), veh/h <br />2 <br />0 <br />1 <br />0 <br />0 <br />0 <br />21 <br />1373 <br />0 <br />1 <br />968 <br />529 <br />Grp Sat Flow(s),veh/h/In1781 <br />0 <br />1585 <br />0 <br />1870 <br />0 <br />1781 <br />1702 <br />0 <br />1781 <br />1702 <br />1863 <br />Q Serve(g_s), s <br />0.1 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />1.4 <br />0.0 <br />0.0 <br />0.1 <br />23.4 <br />23.4 <br />Cycle Q Clear(g_c), s <br />0.1 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />1.4 <br />0.0 <br />0.0 <br />0.1 <br />23.4 <br />23.4 <br />Prop In Lane <br />1.00 <br />1.00 <br />0.00 <br />0.00 <br />1.00 <br />0.00 <br />1.00 <br />0.02 <br />Lane Grp Cap(c), vehrh <br />683 <br />0 <br />555 <br />0 <br />654 <br />0 <br />30 <br />2676 <br />0 <br />2 <br />1730 <br />947 <br />V/C Ratio(X) <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.00 <br />0.70 <br />0.51 <br />0.00 <br />0.51 <br />0.56 <br />0.56 <br />Avail Cap(c_a), veh/h <br />683 <br />0 <br />555 <br />0 <br />654 <br />0 <br />193 <br />2676 <br />0 <br />193 <br />1730 <br />947 <br />HCM Platoon Ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />2.00 <br />2.00 <br />2.00 <br />1.00 <br />1.00 <br />1.00 <br />Upstream Filter(I) <br />1.00 <br />0.00 <br />1.00 <br />0.00 <br />0.00 <br />0.00 <br />1.00 <br />1.00 <br />0.00 <br />0.68 <br />0.68 <br />0.68 <br />Uniform Delay (d), s/veh <br />25.4 <br />0.0 <br />25.4 <br />0.0 <br />0.0 <br />0.0 <br />57.7 <br />0.0 <br />0.0 <br />59.9 <br />20.3 <br />20.3 <br />Incr Delay (d2), s/veh <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />10.6 <br />0.7 <br />0.0 <br />44.3 <br />0.9 <br />1.6 <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 />We BackOfQ(500/o),veh/lr0.10 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.7 <br />0.2 <br />0.0 <br />0.1 <br />9.3 <br />10.4 <br />Unsig. Movement Delay, <br />s/veh <br />LnGrp Delay(d),s/veh <br />25.4 <br />0.0 <br />25.4 <br />0.0 <br />0.0 <br />0.0 <br />68.3 <br />0.7 <br />0.0 <br />104.2 <br />21.2 <br />21.9 <br />LnGrp LOS <br />C <br />A <br />C <br />A <br />A <br />A <br />E <br />A <br />A <br />F <br />C <br />C <br />Approach Vol, veh/h <br />3 <br />0 <br />1394 <br />1498 <br />Approach Delay, s/veh <br />25.4 <br />0.0 <br />1.7 <br />21.5 <br />Approach LOS <br />C <br />A <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 />47.0 <br />7.0 <br />66.0 <br />47.0 <br />5.1 <br />67.9 <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 />31.0 <br />13.0 <br />61.0 <br />31.0 <br />13.0 <br />61.0 <br />Max Q Clear Time (g_c+11), s <br />2.1 <br />3.4 <br />25.4 <br />0.0 <br />2.1 <br />2.0 <br />Green Ext Time (p_c), s <br />0.0 <br />0.0 <br />8.8 <br />0.0 <br />0.0 <br />9.0 <br />Intersection Summary <br />HCM 6th Chl Delay <br />12.0 <br />HCM 6th LOS <br />B <br />The Addington 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 4 <br />