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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 Year 2040 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) 135 209 27 00001196 44 826 1710 0 <br />Future Volume (veh/h) 135 209 27 00001196 44 826 1710 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 142 220 28 0 1259 46 869 1800 0 <br />Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 <br />Percent Heavy Veh, % 0 2 0 022220 <br />Cap, veh/h 175 290 38 0 1724 63 1375 3981 0 <br />Arrive On Green 0.14 0.14 0.14 0.00 0.34 0.34 0.80 1.00 0.00 <br />Sat Flow, veh/h 1260 2095 274 0 5225 185 3456 5274 0 <br />Grp Volume(v), veh/h 204 0 186 0 848 457 869 1800 0 <br />Grp Sat Flow(s),veh/h/ln1807 0 1821 0 1702 1837 1728 1702 0 <br />Q Serve(g_s), s 12.0 0.0 10.8 0.0 24.0 24.0 11.4 0.0 0.0 <br />Cycle Q Clear(g_c), s 12.0 0.0 10.8 0.0 24.0 24.0 11.4 0.0 0.0 <br />Prop In Lane 0.70 0.15 0.00 0.10 1.00 0.00 <br />Lane Grp Cap(c), veh/h 251 0 252 0 1160 626 1375 3981 0 <br />V/C Ratio(X) 0.81 0.00 0.74 0.00 0.73 0.73 0.63 0.45 0.00 <br />Avail Cap(c_a), veh/h 337 0 339 0 1160 626 1375 3981 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 0.23 0.23 0.00 <br />Uniform Delay (d), s/veh46.0 0.0 45.5 0.0 31.8 31.8 7.9 0.0 0.0 <br />Incr Delay (d2), s/veh 10.6 0.0 5.6 0.0 4.1 7.3 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 10.4 11.8 2.5 0.0 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 56.6 0.0 51.1 0.0 35.9 39.2 8.2 0.1 0.0 <br />LnGrp LOS E A D A D D A A A <br />Approach Vol, veh/h 390 1305 2669 <br />Approach Delay, s/veh 53.9 37.0 2.7 <br />Approach LOS D D A <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s48.3 42.0 19.7 90.3 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s38.5 37.5 20.5 80.5 <br />Max Q Clear Time (g_c+I1), s13.4 26.0 14.0 2.0 <br />Green Ext Time (p_c), s 3.6 6.5 1.2 26.2 <br />Intersection Summary <br />HCM 6th Ctrl Delay 17.6 <br />HCM 6th LOS B <br />2-370