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HCM 6th Signalized Intersection Summary <br />11: Main St & Buffalo Ave/1-5 SB On -Ramp 09/13/2019 <br />Movement <br />EBL <br />EBT <br />EBR <br />WBL WBT WBR <br />NBL <br />NBT <br />NBR <br />SBL <br />SBT <br />SBR <br />Lane Configurations <br />4T+ <br />++T+ <br />► i <br />+tt <br />Traffic Volume (veh/h) <br />119 <br />196 <br />26 <br />0 0 0 <br />0 <br />979 <br />33 <br />732 <br />1428 <br />0 <br />Future Volume (veh/h) <br />119 <br />196 <br />26 <br />0 0 0 <br />0 <br />979 <br />33 <br />732 <br />1428 <br />0 <br />Initial Q (Qb), veh <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 />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 />Work Zone On Approach <br />No <br />No <br />No <br />Adj Sat Flow, veh/h/In <br />1900 <br />1870 <br />1900 <br />0 <br />1870 <br />1870 <br />1870 <br />1870 <br />0 <br />Adj Flow Rate, veh/h <br />125 <br />206 <br />27 <br />0 <br />1031 <br />35 <br />771 <br />1503 <br />0 <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 />Percent Heavy Veh, % <br />0 <br />2 <br />0 <br />0 <br />2 <br />2 <br />2 <br />2 <br />0 <br />Cap,vehrh <br />157 <br />276 <br />37 <br />0 <br />1683 <br />57 <br />1437 <br />4027 <br />0 <br />Arrive On Green <br />0.13 <br />0.13 <br />0.13 <br />0.00 <br />0.33 <br />0.33 <br />0.83 <br />1.00 <br />0.00 <br />Sat Flow,veh/h <br />1209 <br />2132 <br />287 <br />0 <br />5240 <br />172 <br />3456 <br />5274 <br />0 <br />Grp Volume(v), veh/h <br />187 <br />0 <br />171 <br />0 <br />692 <br />374 <br />771 <br />1503 <br />0 <br />Grp Sat Flow(s),veh/h/In <br />1810 <br />0 <br />1819 <br />0 <br />1702 <br />1839 <br />1728 <br />1702 <br />0 <br />Q Serve(g_s), s <br />11.0 <br />0.0 <br />9.9 <br />0.0 <br />18.7 <br />18.8 <br />7.5 <br />0.0 <br />0.0 <br />Cycle Q Clear(g_c), s <br />11.0 <br />0.0 <br />9.9 <br />0.0 <br />18.7 <br />18.8 <br />7.5 <br />0.0 <br />0.0 <br />Prop In Lane <br />0.67 <br />0.16 <br />0.00 <br />0.09 <br />1.00 <br />0.00 <br />Lane Grp Cap(c), vehrh <br />234 <br />0 <br />236 <br />0 <br />1130 <br />610 <br />1437 <br />4027 <br />0 <br />V/C Ratio(X) <br />0.80 <br />0.00 <br />0.73 <br />0.00 <br />0.61 <br />0.61 <br />0.54 <br />0.37 <br />0.00 <br />Avail Cap(c_a), veh/h <br />337 <br />0 <br />339 <br />0 <br />1130 <br />610 <br />1437 <br />4027 <br />0 <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 />1.00 <br />Upstream Filter(I) <br />1.00 <br />0.00 <br />1.00 <br />0.00 <br />1.00 <br />1.00 <br />0.49 <br />0.49 <br />0.00 <br />Uniform Delay (d), s/veh <br />46.5 <br />0.0 <br />46.0 <br />0.0 <br />30.8 <br />30.8 <br />6.0 <br />0.0 <br />0.0 <br />Incr Delay (d2), s/veh <br />8.4 <br />0.0 <br />4.3 <br />0.0 <br />2.5 <br />4.6 <br />0.2 <br />0.1 <br />0.0 <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 />%le BackOfQ(50%),veh/In <br />5.5 <br />0.0 <br />4.8 <br />0.0 <br />7.9 <br />8.9 <br />1.8 <br />0.0 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />54.9 <br />0.0 <br />50.3 <br />0.0 <br />33.3 <br />35.4 <br />6.2 <br />0.1 <br />0.0 <br />LnGrp LOS <br />D <br />A <br />D <br />A <br />C <br />D <br />A <br />A <br />A <br />Approach Vol, veh/h <br />358 <br />1066 <br />2274 <br />Approach Delay, s/veh <br />52.7 <br />34.0 <br />2.2 <br />Approach LOS <br />D <br />C <br />A <br />Timer - Assigned Phs <br />1 <br />2 <br />4 6 <br />Phs Duration (G+Y+Rc), s <br />50.2 <br />41.0 <br />18.8 91.2 <br />Change Period (Y+Rc), s <br />4.5 <br />4.5 <br />4.5 4.5 <br />Max Green Setting (Gmax), s <br />39.5 <br />36.5 <br />20.5 80.5 <br />Max Q Clear Time (g_c+11), s <br />9.5 <br />20.8 <br />13.0 2.0 <br />Green Ext Time (p_c), s <br />3.1 <br />6.2 <br />1.2 17.3 <br />Intersection Summary <br />HCM 6th Chl Delay 16.3 <br />HCM 6th LOS B <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 6 <br />