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HCM 6th Signalized Intersection Summary <br />11: Main St & Buffalo Ave/I-5 SB On-Ramp 09/03/2019 <br />The Addington 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 8 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />Traffic Volume (veh/h) 295 169 47 00001532 51 670 1205 0 <br />Future Volume (veh/h) 295 169 47 00001532 51 670 1205 0 <br />Initial Q (Qb), veh 0 0 0 000000 <br />Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 <br />Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Work Zone On Approach No No No <br />Adj Sat Flow, veh/h/ln 1900 1870 1900 0 1870 1870 1870 1870 0 <br />Adj Flow Rate, veh/h 314 180 50 0 1630 54 713 1282 0 <br />Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 <br />Percent Heavy Veh, % 0 2 0 022220 <br />Cap, veh/h 366 289 80 0 1897 63 871 3483 0 <br />Arrive On Green 0.21 0.21 0.21 0.00 0.37 0.37 0.25 0.68 0.00 <br />Sat Flow, veh/h 1781 1409 391 0 5244 168 3456 5274 0 <br />Grp Volume(v), veh/h 314 0 230 0 1093 591 713 1282 0 <br />Grp Sat Flow(s),veh/h/ln1781 0 1800 0 1702 1840 1728 1702 0 <br />Q Serve(g_s), s 13.6 0.0 9.3 0.0 23.7 23.7 15.6 8.5 0.0 <br />Cycle Q Clear(g_c), s 13.6 0.0 9.3 0.0 23.7 23.7 15.6 8.5 0.0 <br />Prop In Lane 1.00 0.22 0.00 0.09 1.00 0.00 <br />Lane Grp Cap(c), veh/h 366 0 370 0 1272 688 871 3483 0 <br />V/C Ratio(X) 0.86 0.00 0.62 0.00 0.86 0.86 0.82 0.37 0.00 <br />Avail Cap(c_a), veh/h 403 0 407 0 1272 688 871 3483 0 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.50 0.50 0.00 <br />Uniform Delay (d), s/veh30.7 0.0 29.0 0.0 23.1 23.1 28.2 5.4 0.0 <br />Incr Delay (d2), s/veh 15.6 0.0 2.5 0.0 7.7 13.2 3.2 0.2 0.0 <br />Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 <br />%ile BackOfQ(50%),veh/ln7.2 0.0 4.1 0.0 10.2 12.1 6.6 2.4 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 46.3 0.0 31.5 0.0 30.8 36.3 31.4 5.5 0.0 <br />LnGrp LOS D A C A C D C A A <br />Approach Vol, veh/h 544 1684 1995 <br />Approach Delay, s/veh 40.0 32.7 14.8 <br />Approach LOS D C B <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s24.7 34.4 20.9 59.1 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s18.5 29.9 18.1 52.9 <br />Max Q Clear Time (g_c+I1), s17.6 25.7 15.6 10.5 <br />Green Ext Time (p_c), s 0.3 3.4 0.8 12.7 <br />Intersection Summary <br />HCM 6th Ctrl Delay 25.2 <br />HCM 6th LOS C <br />2-345