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) 295 <br />169 <br />47 0 <br />0 0 0 <br />1532 <br />51 <br />670 <br />1205 <br />0 <br />Future Volume (veh/h) 295 <br />169 <br />47 0 <br />0 0 0 <br />1532 <br />51 <br />670 <br />1205 <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 314 <br />180 <br />50 <br />0 <br />1630 <br />54 <br />713 <br />1282 <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 366 <br />289 <br />80 <br />0 <br />1897 <br />63 <br />871 <br />3483 <br />0 <br />Arrive On Green 0.21 <br />0.21 <br />0.21 <br />0.00 <br />0.37 <br />0.37 <br />0.25 <br />0.68 <br />0.00 <br />Sat Flow,veh/h 1781 <br />1409 <br />391 <br />0 <br />5244 <br />168 <br />3456 <br />5274 <br />0 <br />Grp Volume(v), veh/h 314 <br />0 <br />230 <br />0 <br />1093 <br />591 <br />713 <br />1282 <br />0 <br />Grp Sat Flow(s),veh/h/In1781 <br />0 <br />1800 <br />0 <br />1702 <br />1840 <br />1728 <br />1702 <br />0 <br />Q Serve(g_s), s 13.6 <br />0.0 <br />9.3 <br />0.0 <br />23.7 <br />23.7 <br />15.6 <br />8.5 <br />0.0 <br />Cycle Q Clear(g_c), s 13.6 <br />0.0 <br />9.3 <br />0.0 <br />23.7 <br />23.7 <br />15.6 <br />8.5 <br />0.0 <br />Prop In Lane 1.00 <br />0.22 <br />0.00 <br />0.09 <br />1.00 <br />0.00 <br />Lane Grp Cap(c), vehrh 366 <br />0 <br />370 <br />0 <br />1272 <br />688 <br />871 <br />3483 <br />0 <br />V/C Ratio(X) 0.86 <br />0.00 <br />0.62 <br />0.00 <br />0.86 <br />0.86 <br />0.82 <br />0.37 <br />0.00 <br />Avail Cap(c_a), veh/h 403 <br />0 <br />407 <br />0 <br />1272 <br />688 <br />871 <br />3483 <br />0 <br />HCM Platoon Ratio 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <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 />0.50 <br />0.50 <br />0.00 <br />Uniform Delay (d), s/veh 30.7 <br />0.0 <br />29.0 <br />0.0 <br />23.1 <br />23.1 <br />28.2 <br />5.4 <br />0.0 <br />Incr Delay (d2), s/veh 15.6 <br />0.0 <br />2.5 <br />0.0 <br />7.7 <br />13.2 <br />3.2 <br />0.2 <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/lr9.2 <br />0.0 <br />4.1 <br />0.0 <br />10.2 <br />12.1 <br />6.6 <br />2.4 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 46.3 <br />0.0 <br />31.5 <br />0.0 <br />30.8 <br />36.3 <br />31.4 <br />5.5 <br />0.0 <br />LnGrp LOS D <br />A <br />C <br />A <br />C <br />D <br />C <br />A <br />A <br />Approach Vol, veh/h <br />544 <br />1684 <br />1995 <br />Approach Delay, s/veh <br />40.0 <br />32.7 <br />14.8 <br />Approach LOS <br />D <br />C <br />B <br />Timer - Assigned Phs 1 <br />2 <br />4 <br />6 <br />Phs Duration (G+Y+Rc),24.7 <br />34.4 <br />20.9 <br />59.1 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gmalo,5 <br />29.9 <br />18.1 <br />52.9 <br />Max Q Clear Time (g_c+Itt1/,6; <br />25.7 <br />15.6 <br />10.5 <br />Green Ext Time (p_c), s 0.3 <br />3.4 <br />0.8 <br />12.7 <br />Intersection Summary <br />HCM 6th Chl Delay 25.2 <br />HCM 6th LOS C <br />The Addington 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 8 <br />