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HCM 6th Signalized Intersection Summary <br />11: Main St & Buffalo Ave/1-5 SB On -Ramp 09/03/2019 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />4 + <br />tti� <br />►) <br />ttt <br />Traffic Volume (veh/h) 291 <br />167 <br />46 0 <br />0 0 0 <br />1398 <br />38 <br />679 <br />1103 <br />0 <br />Future Volume (veh/h) 291 <br />167 <br />46 0 <br />0 0 0 <br />1398 <br />38 <br />679 <br />1103 <br />0 <br />Initial Q (Qb), veh 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Ped-Bike Adj(A-pbT) 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Parking Bus, Adj 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 />Adj Sat Flow, veh/h/In 1900 <br />1870 <br />1900 <br />0 <br />1870 <br />1870 <br />1870 <br />1870 <br />0 <br />Adj Flow Rate, veh/h 310 <br />178 <br />49 <br />0 <br />1487 <br />40 <br />722 <br />1173 <br />0 <br />Peak Hour Factor 0.94 <br />0.94 <br />0.94 <br />0.94 <br />0.94 <br />0.94 <br />0.94 <br />0.94 <br />0.94 <br />Percent Heavy Veh, % 0 <br />2 <br />0 <br />0 <br />2 <br />2 <br />2 <br />2 <br />0 <br />Cap,vehrh 351 <br />278 <br />77 <br />0 <br />1896 <br />51 <br />1105 <br />3718 <br />0 <br />Arrive On Green 0.20 <br />0.20 <br />0.20 <br />0.00 <br />0.37 <br />0.37 <br />0.64 <br />1.00 <br />0.00 <br />Sat Flow,veh/h 1781 <br />1412 <br />389 <br />0 <br />5280 <br />138 <br />3456 <br />5274 <br />0 <br />Grp Volume(v), veh/h 310 <br />0 <br />227 <br />0 <br />990 <br />537 <br />722 <br />1173 <br />0 <br />Grp Sat Flow(s),veh/h/In1781 <br />0 <br />1800 <br />0 <br />1702 <br />1846 <br />1728 <br />1702 <br />0 <br />Q Serve(g_s), s 20.3 <br />0.0 <br />13.9 <br />0.0 <br />31.0 <br />31.0 <br />15.5 <br />0.0 <br />0.0 <br />Cycle Q Clear(g_c), s 20.3 <br />0.0 <br />13.9 <br />0.0 <br />31.0 <br />31.0 <br />15.5 <br />0.0 <br />0.0 <br />Prop In Lane 1.00 <br />0.22 <br />0.00 <br />0.07 <br />1.00 <br />0.00 <br />Lane Grp Cap(c),vehrh 351 <br />0 <br />354 <br />0 <br />1262 <br />684 <br />1105 <br />3718 <br />0 <br />V/C Ratio(X) 0.88 <br />0.00 <br />0.64 <br />0.00 <br />0.78 <br />0.78 <br />0.65 <br />0.32 <br />0.00 <br />Avail Cap(c_a), veh/h 396 <br />0 <br />401 <br />0 <br />1262 <br />684 <br />1105 <br />3718 <br />0 <br />HCM Platoon Ratio 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />2.00 <br />2.00 <br />1.00 <br />Upstream Filter(I) 1.00 <br />0.00 <br />1.00 <br />0.00 <br />1.00 <br />1.00 <br />0.70 <br />0.70 <br />0.00 <br />Uniform Delay (d), s/veh 46.9 <br />0.0 <br />44.3 <br />0.0 <br />33.5 <br />33.5 <br />17.5 <br />0.0 <br />0.0 <br />Incr Delay (d2), s/veh 18.9 <br />0.0 <br />2.8 <br />0.0 <br />4.9 <br />8.8 <br />1.0 <br />0.2 <br />0.0 <br />Initial Q Delay(d3),s/veh 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(50%),veh/Ilr0.8 <br />0.0 <br />6.5 <br />0.0 <br />13.5 <br />15.4 <br />4.4 <br />0.1 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 65.7 <br />0.0 <br />47.1 <br />0.0 <br />38.4 <br />42.3 <br />18.5 <br />0.2 <br />0.0 <br />LnGrp LOS E <br />A <br />D <br />A <br />D <br />D <br />B <br />A <br />A <br />Approach Vol, veh/h <br />537 <br />1527 <br />1895 <br />Approach Delay, s/veh <br />57.9 <br />39.8 <br />7.1 <br />Approach LOS <br />E <br />D <br />A <br />Timer - Assigned Phs 1 <br />2 <br />4 <br />6 <br />Phs Duration (G+Y+Rc),42.9 <br />49.0 <br />28.1 <br />91.9 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gma'0,3 <br />44.5 <br />26.7 <br />84.3 <br />Max Q Clear Time (g_c+IM,E5 <br />33.0 <br />22.3 <br />2.0 <br />Green Ext Time (p_c), s 2.6 <br />7.5 <br />1.3 <br />12.0 <br />Intersection Summary <br />HCM 6th Chl Delay 26.6 <br />HCM 6th LOS C <br />The Addington 09/03/2019 Existing Conditions - PM Peak hour Synchro 10 Report <br />Page 8 <br />