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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 Existing 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) 292 167 46 00001408 38 689 1109 0 <br />Future Volume (veh/h) 292 167 46 00001408 38 689 1109 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 307 176 48 0 1482 40 725 1167 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 360 286 78 0 1770 48 977 3499 0 <br />Arrive On Green 0.20 0.20 0.20 0.00 0.35 0.35 0.57 1.00 0.00 <br />Sat Flow, veh/h 1781 1415 386 0 5280 138 3456 5274 0 <br />Grp Volume(v), veh/h 307 0 224 0 987 535 725 1167 0 <br />Grp Sat Flow(s),veh/h/ln1781 0 1801 0 1702 1846 1728 1702 0 <br />Q Serve(g_s), s 13.3 0.0 9.1 0.0 21.4 21.4 12.6 0.0 0.0 <br />Cycle Q Clear(g_c), s 13.3 0.0 9.1 0.0 21.4 21.4 12.6 0.0 0.0 <br />Prop In Lane 1.00 0.21 0.00 0.07 1.00 0.00 <br />Lane Grp Cap(c), veh/h 360 0 364 0 1179 639 977 3499 0 <br />V/C Ratio(X) 0.85 0.00 0.61 0.00 0.84 0.84 0.74 0.33 0.00 <br />Avail Cap(c_a), veh/h 403 0 407 0 1179 639 977 3499 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 0.63 0.63 0.00 <br />Uniform Delay (d), s/veh30.8 0.0 29.1 0.0 24.1 24.1 15.2 0.0 0.0 <br />Incr Delay (d2), s/veh 14.7 0.0 2.3 0.0 7.2 12.4 2.0 0.2 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/ln7.0 0.0 4.0 0.0 9.1 10.8 3.5 0.1 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 45.5 0.0 31.4 0.0 31.2 36.5 17.2 0.2 0.0 <br />LnGrp LOS D A C A C D B A A <br />Approach Vol, veh/h 531 1522 1892 <br />Approach Delay, s/veh 39.5 33.1 6.7 <br />Approach LOS D C A <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s27.1 32.2 20.7 59.3 <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), s14.6 23.4 15.3 2.0 <br />Green Ext Time (p_c), s 1.6 3.3 0.9 10.8 <br />Intersection Summary <br />HCM 6th Ctrl Delay 21.3 <br />HCM 6th LOS C <br />2-326