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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 - AM 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) 121 199 26 00001024 42 787 1629 0 <br />Future Volume (veh/h) 121 199 26 00001024 42 787 1629 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 129 212 28 0 1089 45 837 1733 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 159 280 38 0 1715 71 1399 4016 0 <br />Arrive On Green 0.13 0.13 0.13 0.00 0.34 0.34 0.81 1.00 0.00 <br />Sat Flow, veh/h 1210 2129 289 0 5198 208 3456 5274 0 <br />Grp Volume(v), veh/h 193 0 176 0 737 397 837 1733 0 <br />Grp Sat Flow(s),veh/h/ln1810 0 1818 0 1702 1833 1728 1702 0 <br />Q Serve(g_s), s 11.4 0.0 10.2 0.0 20.0 20.1 9.8 0.0 0.0 <br />Cycle Q Clear(g_c), s 11.4 0.0 10.2 0.0 20.0 20.1 9.8 0.0 0.0 <br />Prop In Lane 0.67 0.16 0.00 0.11 1.00 0.00 <br />Lane Grp Cap(c), veh/h 238 0 239 0 1160 625 1399 4016 0 <br />V/C Ratio(X) 0.81 0.00 0.74 0.00 0.63 0.64 0.60 0.43 0.00 <br />Avail Cap(c_a), veh/h 321 0 322 0 1160 625 1399 4016 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 0.32 0.32 0.00 <br />Uniform Delay (d), s/veh46.4 0.0 45.9 0.0 30.5 30.5 7.2 0.0 0.0 <br />Incr Delay (d2), s/veh 10.7 0.0 5.8 0.0 2.7 4.9 0.2 0.1 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/ln5.8 0.0 5.0 0.0 8.5 9.6 2.3 0.0 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 57.1 0.0 51.7 0.0 33.1 35.4 7.4 0.1 0.0 <br />LnGrp LOS E A D A C D A A A <br />Approach Vol, veh/h 369 1134 2570 <br />Approach Delay, s/veh 54.5 33.9 2.5 <br />Approach LOS D C A <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s49.0 42.0 19.0 91.0 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s39.5 37.5 19.5 81.5 <br />Max Q Clear Time (g_c+I1), s11.8 22.1 13.4 2.0 <br />Green Ext Time (p_c), s 3.4 6.8 1.1 24.4 <br />Intersection Summary <br />HCM 6th Ctrl Delay 16.0 <br />HCM 6th LOS B <br />2-336