Laserfiche WebLink
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) 121 <br />199 <br />26 0 <br />0 0 0 <br />1024 <br />42 <br />787 <br />1629 <br />0 <br />Future Volume (veh/h) 121 <br />199 <br />26 0 <br />0 0 0 <br />1024 <br />42 <br />787 <br />1629 <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 129 <br />212 <br />28 <br />0 <br />1089 <br />45 <br />837 <br />1733 <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 159 <br />280 <br />38 <br />0 <br />1715 <br />71 <br />1399 <br />4016 <br />0 <br />Arrive On Green 0.13 <br />0.13 <br />0.13 <br />0.00 <br />0.34 <br />0.34 <br />0.81 <br />1.00 <br />0.00 <br />Sat Flow,veh/h 1210 <br />2129 <br />289 <br />0 <br />5198 <br />208 <br />3456 <br />5274 <br />0 <br />Grp Volume(v), veh/h 193 <br />0 <br />176 <br />0 <br />737 <br />397 <br />837 <br />1733 <br />0 <br />Grp Sat Flow(s),veh/h/lnl810 <br />0 <br />1818 <br />0 <br />1702 <br />1833 <br />1728 <br />1702 <br />0 <br />Q Serve(g_s), s 11.4 <br />0.0 <br />10.2 <br />0.0 <br />20.0 <br />20.1 <br />9.8 <br />0.0 <br />0.0 <br />Cycle Q Clear(g_c), s 11.4 <br />0.0 <br />10.2 <br />0.0 <br />20.0 <br />20.1 <br />9.8 <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 238 <br />0 <br />239 <br />0 <br />1160 <br />625 <br />1399 <br />4016 <br />0 <br />V/C Ratio(X) 0.81 <br />0.00 <br />0.74 <br />0.00 <br />0.63 <br />0.64 <br />0.60 <br />0.43 <br />0.00 <br />Avail Cap(c_a), veh/h 321 <br />0 <br />322 <br />0 <br />1160 <br />625 <br />1399 <br />4016 <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 />0.32 <br />0.32 <br />0.00 <br />Uniform Delay (d), s/veh 46.4 <br />0.0 <br />45.9 <br />0.0 <br />30.5 <br />30.5 <br />7.2 <br />0.0 <br />0.0 <br />Incr Delay (d2), s/veh 10.7 <br />0.0 <br />5.8 <br />0.0 <br />2.7 <br />4.9 <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(50%),veh/lr5.8 <br />0.0 <br />5.0 <br />0.0 <br />8.5 <br />9.6 <br />2.3 <br />0.0 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 57.1 <br />0.0 <br />51.7 <br />0.0 <br />33.1 <br />35.4 <br />7.4 <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 />369 <br />1134 <br />2570 <br />Approach Delay, s/veh <br />54.5 <br />33.9 <br />2.5 <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),49.0 <br />42.0 <br />19.0 <br />91.0 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gma3q,5 <br />37.5 <br />19.5 <br />81.5 <br />Max Q Clear Time (g_c+[M,B; <br />22.1 <br />13.4 <br />2.0 <br />Green Ext Time (p_c), s 3.4 <br />6.8 <br />1.1 <br />24.4 <br />Intersection Summary <br />HCM 6th Chl Delay 16.0 <br />HCM 6th LOS B <br />The Addington 09/0312019 OY Cumulative -AM Peak Hour Synchro 10 Report <br />Page 8 <br />