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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/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 6 <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 0000979337321428 0 <br />Future Volume (veh/h) 119 196 26 0000979337321428 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 125 206 27 0 1031 35 771 1503 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 157 276 37 0 1683 57 1437 4027 0 <br />Arrive On Green 0.13 0.13 0.13 0.00 0.33 0.33 0.83 1.00 0.00 <br />Sat Flow, veh/h 1209 2132 287 0 5240 172 3456 5274 0 <br />Grp Volume(v), veh/h 187 0 171 0 692 374 771 1503 0 <br />Grp Sat Flow(s),veh/h/ln 1810 0 1819 0 1702 1839 1728 1702 0 <br />Q Serve(g_s), s 11.0 0.0 9.9 0.0 18.7 18.8 7.5 0.0 0.0 <br />Cycle Q Clear(g_c), s 11.0 0.0 9.9 0.0 18.7 18.8 7.5 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 234 0 236 0 1130 610 1437 4027 0 <br />V/C Ratio(X)0.80 0.00 0.73 0.00 0.61 0.61 0.54 0.37 0.00 <br />Avail Cap(c_a), veh/h 337 0 339 0 1130 610 1437 4027 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 0.49 0.49 0.00 <br />Uniform Delay (d), s/veh 46.5 0.0 46.0 0.0 30.8 30.8 6.0 0.0 0.0 <br />Incr Delay (d2), s/veh 8.4 0.0 4.3 0.0 2.5 4.6 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/ln 5.5 0.0 4.8 0.0 7.9 8.9 1.8 0.0 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 54.9 0.0 50.3 0.0 33.3 35.4 6.2 0.1 0.0 <br />LnGrp LOS D A D A C D A A A <br />Approach Vol, veh/h 358 1066 2274 <br />Approach Delay, s/veh 52.7 34.0 2.2 <br />Approach LOS D C A <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s 50.2 41.0 18.8 91.2 <br />Change Period (Y+Rc), s 4.5 4.5 4.5 4.5 <br />Max Green Setting (Gmax), s 39.5 36.5 20.5 80.5 <br />Max Q Clear Time (g_c+I1), s 9.5 20.8 13.0 2.0 <br />Green Ext Time (p_c), s 3.1 6.2 1.2 17.3 <br />Intersection Summary <br />HCM 6th Ctrl Delay 16.3 <br />HCM 6th LOS B <br />2-317