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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 09/03/2019 Year 2040 With Option E - Main St/Walkie Way and Surface Parking - 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) 370 177 49 00001731 54 731 1272 0 <br />Future Volume (veh/h) 370 177 49 00001731 54 731 1272 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 389 186 52 0 1822 57 769 1339 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 403 318 89 0 1761 55 894 3376 0 <br />Arrive On Green 0.23 0.23 0.23 0.00 0.35 0.35 0.26 0.66 0.00 <br />Sat Flow, veh/h 1781 1406 393 0 5255 159 3456 5274 0 <br />Grp Volume(v), veh/h 389 0 238 0 1219 660 769 1339 0 <br />Grp Sat Flow(s),veh/h/ln1781 0 1800 0 1702 1842 1728 1702 0 <br />Q Serve(g_s), s 17.3 0.0 9.4 0.0 27.7 27.7 17.0 9.6 0.0 <br />Cycle Q Clear(g_c), s 17.3 0.0 9.4 0.0 27.7 27.7 17.0 9.6 0.0 <br />Prop In Lane 1.00 0.22 0.00 0.09 1.00 0.00 <br />Lane Grp Cap(c), veh/h 403 0 407 0 1179 638 894 3376 0 <br />V/C Ratio(X) 0.97 0.00 0.58 0.00 1.03 1.04 0.86 0.40 0.00 <br />Avail Cap(c_a), veh/h 403 0 407 0 1179 638 894 3376 0 <br />HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 <br />Upstream Filter(I) 1.00 0.00 1.00 0.00 1.00 1.00 0.34 0.34 0.00 <br />Uniform Delay (d), s/veh30.6 0.0 27.6 0.0 26.1 26.2 28.3 6.2 0.0 <br />Incr Delay (d2), s/veh 35.7 0.0 2.1 0.0 35.4 45.1 3.1 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/ln11.1 0.0 4.2 0.0 16.3 19.3 7.1 2.8 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 66.3 0.0 29.7 0.0 61.5 71.2 31.4 6.3 0.0 <br />LnGrp LOS E A C A F F C A A <br />Approach Vol, veh/h 627 1879 2108 <br />Approach Delay, s/veh 52.5 64.9 15.5 <br />Approach LOS D E B <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s25.2 32.2 22.6 57.4 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s20.7 27.7 18.1 52.9 <br />Max Q Clear Time (g_c+I1), s19.0 29.7 19.3 11.6 <br />Green Ext Time (p_c), s 0.6 0.0 0.0 13.5 <br />Intersection Summary <br />HCM 6th Ctrl Delay 40.6 <br />HCM 6th LOS D <br />2-395