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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) 135 <br />209 <br />27 0 <br />0 0 0 <br />1196 <br />44 <br />826 <br />1710 <br />0 <br />Future Volume (veh/h) 135 <br />209 <br />27 0 <br />0 0 0 <br />1196 <br />44 <br />826 <br />1710 <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 142 <br />220 <br />28 <br />0 <br />1259 <br />46 <br />869 <br />1800 <br />0 <br />Peak Hour Factor 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, % 0 <br />2 <br />0 <br />0 <br />2 <br />2 <br />2 <br />2 <br />0 <br />Cap,vehrh 175 <br />290 <br />38 <br />0 <br />1724 <br />63 <br />1375 <br />3981 <br />0 <br />Arrive On Green 0.14 <br />0.14 <br />0.14 <br />0.00 <br />0.34 <br />0.34 <br />0.80 <br />1.00 <br />0.00 <br />Sat Flow,veh/h 1260 <br />2095 <br />274 <br />0 <br />5225 <br />185 <br />3456 <br />5274 <br />0 <br />Grp Volume(v), veh/h 204 <br />0 <br />186 <br />0 <br />848 <br />457 <br />869 <br />1800 <br />0 <br />Grp Sat Flow(s),veh/h/In1807 <br />0 <br />1821 <br />0 <br />1702 <br />1837 <br />1728 <br />1702 <br />0 <br />Q Serve(g_s), s 12.0 <br />0.0 <br />10.8 <br />0.0 <br />24.0 <br />24.0 <br />11.4 <br />0.0 <br />0.0 <br />Cycle Q Clear(g_c), s 12.0 <br />0.0 <br />10.8 <br />0.0 <br />24.0 <br />24.0 <br />11.4 <br />0.0 <br />0.0 <br />Prop In Lane 0.70 <br />0.15 <br />0.00 <br />0.10 <br />1.00 <br />0.00 <br />Lane Grp Cap(c),vehrh 251 <br />0 <br />252 <br />0 <br />1160 <br />626 <br />1375 <br />3981 <br />0 <br />V/C Ratio(X) 0.81 <br />0.00 <br />0.74 <br />0.00 <br />0.73 <br />0.73 <br />0.63 <br />0.45 <br />0.00 <br />Avail Cap(c_a), veh/h 337 <br />0 <br />339 <br />0 <br />1160 <br />626 <br />1375 <br />3981 <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 />0.23 <br />0.23 <br />0.00 <br />Uniform Delay (d), s/veh46.0 <br />0.0 <br />45.5 <br />0.0 <br />31.8 <br />31.8 <br />7.9 <br />0.0 <br />0.0 <br />Incr Delay (d2), s/veh 10.6 <br />0.0 <br />5.6 <br />0.0 <br />4.1 <br />7.3 <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 />10.4 <br />11.8 <br />2.5 <br />0.0 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 56.6 <br />0.0 <br />51.1 <br />0.0 <br />35.9 <br />39.2 <br />8.2 <br />0.1 <br />0.0 <br />LnGrp LOS E <br />A <br />D <br />A <br />D <br />D <br />A <br />A <br />A <br />Approach Vol, veh/h <br />390 <br />1305 <br />2669 <br />Approach Delay, s/veh <br />53.9 <br />37.0 <br />2.7 <br />Approach LOS <br />D <br />D <br />A <br />Timer - Assigned Phs 1 <br />2 <br />4 <br />6 <br />Phs Duration (G+Y+Rc),48.3 <br />42.0 <br />19.7 <br />90.3 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gma30,5 <br />37.5 <br />20.5 <br />80.5 <br />Max Q Clear Time (g_c+M,,t <br />26.0 <br />14.0 <br />2.0 <br />Green Ext Time (p_c), s 3.6 <br />6.5 <br />1.2 <br />26.2 <br />Intersection Summary <br />HCM 6th Chl Delay 17.6 <br />HCM 6th LOS B <br />The Addington 09/03/2019 Year 2040 Conditions - AM Peak hour Synchro 10 Report <br />Page 8 <br />