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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) 119 <br />196 <br />26 0 <br />0 0 0 <br />976 <br />33 <br />717 <br />1418 <br />0 <br />Future Volume (vehrh) 119 <br />196 <br />26 0 <br />0 0 0 <br />976 <br />33 <br />717 <br />1418 <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 127 <br />209 <br />28 <br />0 <br />1038 <br />35 <br />763 <br />1509 <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 158 <br />278 <br />38 <br />0 <br />1712 <br />58 <br />1449 <br />4056 <br />0 <br />Arrive On Green 0.13 <br />0.13 <br />0.13 <br />0.00 <br />0.34 <br />0.34 <br />0.56 <br />1.00 <br />0.00 <br />Sat Flow,veh/h 1208 <br />2127 <br />293 <br />0 <br />5241 <br />171 <br />3456 <br />5274 <br />0 <br />Grp Volume(v), veh/h 190 <br />0 <br />174 <br />0 <br />696 <br />377 <br />763 <br />1509 <br />0 <br />Grp Sat Flow(s),veh/h/lnl810 <br />0 <br />1818 <br />0 <br />1702 <br />1840 <br />1728 <br />1702 <br />0 <br />Q Serve(g_s), s 12.3 <br />0.0 <br />11.0 <br />0.0 <br />20.4 <br />20.5 <br />16.6 <br />0.0 <br />0.0 <br />Cycle Q Clear(g_c), s 12.3 <br />0.0 <br />11.0 <br />0.0 <br />20.4 <br />20.5 <br />16.6 <br />0.0 <br />0.0 <br />Prop In Lane 0.67 <br />0.16 <br />0.00 <br />0.09 <br />1.00 <br />0.00 <br />Lane Grp Cap(c), vehrh 236 <br />0 <br />237 <br />0 <br />1149 <br />621 <br />1449 <br />4056 <br />0 <br />V/C Ratio(X) 0.81 <br />0.00 <br />0.73 <br />0.00 <br />0.61 <br />0.61 <br />0.53 <br />0.37 <br />0.00 <br />Avail Cap(c_a), veh/h 354 <br />0 <br />356 <br />0 <br />1149 <br />621 <br />1449 <br />4056 <br />0 <br />HCM Platoon Ratio 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.33 <br />1.33 <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 />0.51 <br />0.51 <br />0.00 <br />Uniform Delay (d), s/veh 50.7 <br />0.0 <br />50.1 <br />0.0 <br />33.1 <br />33.1 <br />19.1 <br />0.0 <br />0.0 <br />Incr Delay (d2), s/veh 7.9 <br />0.0 <br />4.3 <br />0.0 <br />2.4 <br />4.4 <br />0.2 <br />0.1 <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(500/o),veh/lr6.1 <br />0.0 <br />5.3 <br />0.0 <br />8.8 <br />9.8 <br />5.9 <br />0.1 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 58.6 <br />0.0 <br />54.4 <br />0.0 <br />35.5 <br />37.5 <br />19.3 <br />0.1 <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 />364 <br />1073 <br />2272 <br />Approach Delay, s/veh <br />56.6 <br />36.2 <br />6.6 <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),54.8 <br />45.0 <br />20.2 <br />99.8 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (GmaqS <br />40.5 <br />23.5 <br />87.5 <br />Max Q Clear Time (g_c+[M,6; <br />22.5 <br />14.3 <br />2.0 <br />Green Ext Time (p_c), s 3.0 <br />7.0 <br />1.4 <br />18.7 <br />Intersection Summary <br />HCM 6th Chl Delay 20.0 <br />HCM 6th LOS C <br />The Addington 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 8 <br />