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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 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) 121 <br />199 <br />26 0 <br />0 0 0 <br />1027 <br />42 <br />802 <br />1639 <br />0 <br />Future Volume (veh/h) 121 <br />199 <br />26 0 <br />0 0 0 <br />1027 <br />42 <br />802 <br />1639 <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 />27 <br />0 <br />1081 <br />44 <br />844 <br />1725 <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 157 <br />277 <br />37 <br />0 <br />1670 <br />68 <br />1436 <br />4025 <br />0 <br />Arrive On Green 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 1211 <br />2134 <br />284 <br />0 <br />5201 <br />205 <br />3456 <br />5274 <br />0 <br />Grp Volume(v), veh/h 190 <br />0 <br />173 <br />0 <br />731 <br />394 <br />844 <br />1725 <br />0 <br />Grp Sat Flow(s),veh/h/lnl810 <br />0 <br />1819 <br />0 <br />1702 <br />1834 <br />1728 <br />1702 <br />0 <br />Q Serve(g_s), s 11.2 <br />0.0 <br />10.1 <br />0.0 <br />20.1 <br />20.1 <br />8.9 <br />0.0 <br />0.0 <br />Cycle Q Clear(g_c), s 11.2 <br />0.0 <br />10.1 <br />0.0 <br />20.1 <br />20.1 <br />8.9 <br />0.0 <br />0.0 <br />Prop In Lane 0.67 <br />0.16 <br />0.00 <br />0.11 <br />1.00 <br />0.00 <br />Lane Grp Cap(c), vehrh 235 <br />0 <br />236 <br />0 <br />1130 <br />608 <br />1436 <br />4025 <br />0 <br />V/C Ratio(X) 0.81 <br />0.00 <br />0.73 <br />0.00 <br />0.65 <br />0.65 <br />0.59 <br />0.43 <br />0.00 <br />Avail Cap(c_a), veh/h 321 <br />0 <br />323 <br />0 <br />1130 <br />608 <br />1436 <br />4025 <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/veh46.5 <br />0.0 <br />46.0 <br />0.0 <br />31.3 <br />31.3 <br />6.2 <br />0.0 <br />0.0 <br />Incr Delay (d2), s/veh 10.3 <br />0.0 <br />5.5 <br />0.0 <br />2.9 <br />5.3 <br />0.1 <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 />%le BackOfQ(50%),veh/Ir5.7 <br />0.0 <br />4.9 <br />0.0 <br />8.5 <br />9.6 <br />2.0 <br />0.0 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 56.8 <br />0.0 <br />51.5 <br />0.0 <br />34.1 <br />36.5 <br />6.3 <br />0.1 <br />0.0 <br />LnGrp LOS E <br />A <br />D <br />A <br />C <br />D <br />A <br />A <br />A <br />Approach Vol, veh/h <br />363 <br />1125 <br />2569 <br />Approach Delay, s/veh <br />54.3 <br />35.0 <br />2.1 <br />Approach LOS <br />D <br />C <br />A <br />Timer - Assigned Phs 1 <br />2 <br />4 <br />6 <br />Phs Duration (G+Y+Rc),50.2 <br />41.0 <br />18.8 <br />91.2 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gmakg,5 <br />36.5 <br />19.5 <br />81.5 <br />Max Q Clear Time (g_c+[M,9s <br />22.1 <br />13.2 <br />2.0 <br />Green Ext Time (p_c), s 3.4 <br />6.3 <br />1.1 <br />22.6 <br />Intersection Summary <br />HCM 6th Chl Delay 15.9 <br />HCM 6th LOS B <br />The Addington 09/12/2019 OY Cumulative With Option E Main St/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 8 <br />