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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 Existing 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) 291 167 46 00001398 38 679 1103 0 <br />Future Volume (veh/h) 291 167 46 00001398 38 679 1103 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 310 178 49 0 1487 40 722 1173 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 351 278 77 0 1896 51 1105 3718 0 <br />Arrive On Green 0.20 0.20 0.20 0.00 0.37 0.37 0.64 1.00 0.00 <br />Sat Flow, veh/h 1781 1412 389 0 5280 138 3456 5274 0 <br />Grp Volume(v), veh/h 310 0 227 0 990 537 722 1173 0 <br />Grp Sat Flow(s),veh/h/ln1781 0 1800 0 1702 1846 1728 1702 0 <br />Q Serve(g_s), s 20.3 0.0 13.9 0.0 31.0 31.0 15.5 0.0 0.0 <br />Cycle Q Clear(g_c), s 20.3 0.0 13.9 0.0 31.0 31.0 15.5 0.0 0.0 <br />Prop In Lane 1.00 0.22 0.00 0.07 1.00 0.00 <br />Lane Grp Cap(c), veh/h 351 0 354 0 1262 684 1105 3718 0 <br />V/C Ratio(X) 0.88 0.00 0.64 0.00 0.78 0.78 0.65 0.32 0.00 <br />Avail Cap(c_a), veh/h 396 0 401 0 1262 684 1105 3718 0 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 1.00 <br />Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.70 0.70 0.00 <br />Uniform Delay (d), s/veh46.9 0.0 44.3 0.0 33.5 33.5 17.5 0.0 0.0 <br />Incr Delay (d2), s/veh 18.9 0.0 2.8 0.0 4.9 8.8 1.0 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/ln10.8 0.0 6.5 0.0 13.5 15.4 4.4 0.1 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 65.7 0.0 47.1 0.0 38.4 42.3 18.5 0.2 0.0 <br />LnGrp LOS E A D A D D B A A <br />Approach Vol, veh/h 537 1527 1895 <br />Approach Delay, s/veh 57.9 39.8 7.1 <br />Approach LOS E D A <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s42.9 49.0 28.1 91.9 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s35.3 44.5 26.7 84.3 <br />Max Q Clear Time (g_c+I1), s17.5 33.0 22.3 2.0 <br />Green Ext Time (p_c), s 2.6 7.5 1.3 12.0 <br />Intersection Summary <br />HCM 6th Ctrl Delay 26.6 <br />HCM 6th LOS C <br />2-309