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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 - 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) 119 196 26 0000976337171418 0 <br />Future Volume (veh/h) 119 196 26 0000976337171418 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 127 209 28 0 1038 35 763 1509 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 158 278 38 0 1712 58 1449 4056 0 <br />Arrive On Green 0.13 0.13 0.13 0.00 0.34 0.34 0.56 1.00 0.00 <br />Sat Flow, veh/h 1208 2127 293 0 5241 171 3456 5274 0 <br />Grp Volume(v), veh/h 190 0 174 0 696 377 763 1509 0 <br />Grp Sat Flow(s),veh/h/ln1810 0 1818 0 1702 1840 1728 1702 0 <br />Q Serve(g_s), s 12.3 0.0 11.0 0.0 20.4 20.5 16.6 0.0 0.0 <br />Cycle Q Clear(g_c), s 12.3 0.0 11.0 0.0 20.4 20.5 16.6 0.0 0.0 <br />Prop In Lane 0.67 0.16 0.00 0.09 1.00 0.00 <br />Lane Grp Cap(c), veh/h 236 0 237 0 1149 621 1449 4056 0 <br />V/C Ratio(X) 0.81 0.00 0.73 0.00 0.61 0.61 0.53 0.37 0.00 <br />Avail Cap(c_a), veh/h 354 0 356 0 1149 621 1449 4056 0 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.33 1.33 1.00 <br />Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.51 0.51 0.00 <br />Uniform Delay (d), s/veh50.7 0.0 50.1 0.0 33.1 33.1 19.1 0.0 0.0 <br />Incr Delay (d2), s/veh 7.9 0.0 4.3 0.0 2.4 4.4 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/ln6.1 0.0 5.3 0.0 8.8 9.8 5.9 0.1 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 58.6 0.0 54.4 0.0 35.5 37.5 19.3 0.1 0.0 <br />LnGrp LOS E A D A D D B A A <br />Approach Vol, veh/h 364 1073 2272 <br />Approach Delay, s/veh 56.6 36.2 6.6 <br />Approach LOS E D A <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s54.8 45.0 20.2 99.8 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s42.5 40.5 23.5 87.5 <br />Max Q Clear Time (g_c+I1), s18.6 22.5 14.3 2.0 <br />Green Ext Time (p_c), s 3.0 7.0 1.4 18.7 <br />Intersection Summary <br />HCM 6th Ctrl Delay 20.0 <br />HCM 6th LOS C <br />2-299