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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 OY Cumulative 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) 121 199 26 00001027 42 802 1639 0 <br />Future Volume (veh/h) 121 199 26 00001027 42 802 1639 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 127 209 27 0 1081 44 844 1725 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 157 277 37 0 1670 68 1436 4025 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 1211 2134 284 0 5201 205 3456 5274 0 <br />Grp Volume(v), veh/h 190 0 173 0 731 394 844 1725 0 <br />Grp Sat Flow(s),veh/h/ln1810 0 1819 0 1702 1834 1728 1702 0 <br />Q Serve(g_s), s 11.2 0.0 10.1 0.0 20.1 20.1 8.9 0.0 0.0 <br />Cycle Q Clear(g_c), s 11.2 0.0 10.1 0.0 20.1 20.1 8.9 0.0 0.0 <br />Prop In Lane 0.67 0.16 0.00 0.11 1.00 0.00 <br />Lane Grp Cap(c), veh/h 235 0 236 0 1130 608 1436 4025 0 <br />V/C Ratio(X) 0.81 0.00 0.73 0.00 0.65 0.65 0.59 0.43 0.00 <br />Avail Cap(c_a), veh/h 321 0 323 0 1130 608 1436 4025 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/veh46.5 0.0 46.0 0.0 31.3 31.3 6.2 0.0 0.0 <br />Incr Delay (d2), s/veh 10.3 0.0 5.5 0.0 2.9 5.3 0.1 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/ln5.7 0.0 4.9 0.0 8.5 9.6 2.0 0.0 0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 56.8 0.0 51.5 0.0 34.1 36.5 6.3 0.1 0.0 <br />LnGrp LOS E A D A C D A A A <br />Approach Vol, veh/h 363 1125 2569 <br />Approach Delay, s/veh 54.3 35.0 2.1 <br />Approach LOS D C A <br />Timer - Assigned Phs 1 2 4 6 <br />Phs Duration (G+Y+Rc), s50.2 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), s40.5 36.5 19.5 81.5 <br />Max Q Clear Time (g_c+I1), s10.9 22.1 13.2 2.0 <br />Green Ext Time (p_c), s 3.4 6.3 1.1 22.6 <br />Intersection Summary <br />HCM 6th Ctrl Delay 15.9 <br />HCM 6th LOS B <br />2-353