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HCM 6th Signalized Intersection Summary <br />11: Main St & Buffalo Ave/I-5 SB On-Ramp 09/13/2019 <br />The Addington 09/12/2019 Year 2040 With Option E Main St/Walkie Way and Surface Parking - 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 00001199 44 841 1720 0 <br />Future Volume (veh/h) 135 209 27 00001199 44 841 1720 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 1262 46 885 1811 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 173 288 38 0 1752 64 1360 3987 0 <br />Arrive On Green 0.14 0.14 0.14 0.00 0.35 0.35 0.79 1.00 0.00 <br />Sat Flow, veh/h 1260 2095 274 0 5225 184 3456 5274 0 <br />Grp Volume(v), veh/h 204 0 186 0 849 459 885 1811 0 <br />Grp Sat Flow(s),veh/h/ln1807 0 1821 0 1702 1837 1728 1702 0 <br />Q Serve(g_s), s 12.1 0.0 10.8 0.0 23.9 23.9 12.3 0.0 0.0 <br />Cycle Q Clear(g_c), s 12.1 0.0 10.8 0.0 23.9 23.9 12.3 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 248 0 250 0 1179 636 1360 3987 0 <br />V/C Ratio(X) 0.82 0.00 0.74 0.00 0.72 0.72 0.65 0.45 0.00 <br />Avail Cap(c_a), veh/h 320 0 323 0 1179 636 1360 3987 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 0.21 0.21 0.00 <br />Uniform Delay (d), s/veh46.1 0.0 45.6 0.0 31.3 31.3 8.4 0.0 0.0 <br />Incr Delay (d2), s/veh 12.3 0.0 6.7 0.0 3.8 6.9 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/ln6.2 0.0 5.3 0.0 10.2 11.5 2.7 0.0 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 58.4 0.0 52.2 0.0 35.1 38.2 8.7 0.1 0.0 <br />LnGrp LOS E A D A D D A A A <br />Approach Vol, veh/h 390 1308 2696 <br />Approach Delay, s/veh 55.5 36.2 2.9 <br />Approach LOS E D A <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s47.8 42.6 19.6 90.4 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s38.9 38.1 19.5 81.5 <br />Max Q Clear Time (g_c+I1), s14.3 25.9 14.1 2.0 <br />Green Ext Time (p_c), s 3.5 6.6 1.1 25.0 <br />Intersection Summary <br />HCM 6th Ctrl Delay 17.5 <br />HCM 6th LOS B <br />2-387