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HCM 6th Signalized Intersection Summary <br />11: Main St & Buffalo Ave/1-5 SB On -Ramp 09/13/2019 <br />Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR <br />Lane Configurations <br />4 + <br />tti� <br />►) <br />ttt <br />Traffic Volume (veh/h) 292 <br />167 <br />46 0 <br />0 0 0 <br />1408 <br />38 <br />689 <br />1109 <br />0 <br />Future Volume (veh/h) 292 <br />167 <br />46 0 <br />0 0 0 <br />1408 <br />38 <br />689 <br />1109 <br />0 <br />Initial Q (Qb), veh 0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Ped-Bike Adj(A-pbT) 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Parking Bus, Adj 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Work Zone On Approach <br />No <br />No <br />No <br />Adj Sat Flow, veh/h/In 1900 <br />1870 <br />1900 <br />0 <br />1870 <br />1870 <br />1870 <br />1870 <br />0 <br />Adj Flow Rate, veh/h 307 <br />176 <br />48 <br />0 <br />1482 <br />40 <br />725 <br />1167 <br />0 <br />Peak Hour Factor 0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />Percent Heavy Veh, % 0 <br />2 <br />0 <br />0 <br />2 <br />2 <br />2 <br />2 <br />0 <br />Cap,vehrh 360 <br />286 <br />78 <br />0 <br />1770 <br />48 <br />977 <br />3499 <br />0 <br />Arrive On Green 0.20 <br />0.20 <br />0.20 <br />0.00 <br />0.35 <br />0.35 <br />0.57 <br />1.00 <br />0.00 <br />Sat Flow,veh/h 1781 <br />1415 <br />386 <br />0 <br />5280 <br />138 <br />3456 <br />5274 <br />0 <br />Grp Volume(v), veh/h 307 <br />0 <br />224 <br />0 <br />987 <br />535 <br />725 <br />1167 <br />0 <br />Grp Sat Flow(s),veh/h/In1781 <br />0 <br />1801 <br />0 <br />1702 <br />1846 <br />1728 <br />1702 <br />0 <br />Q Serve(g_s), s 13.3 <br />0.0 <br />9.1 <br />0.0 <br />21.4 <br />21.4 <br />12.6 <br />0.0 <br />0.0 <br />Cycle Q Clear(g_c), s 13.3 <br />0.0 <br />9.1 <br />0.0 <br />21.4 <br />21.4 <br />12.6 <br />0.0 <br />0.0 <br />Prop In Lane 1.00 <br />0.21 <br />0.00 <br />0.07 <br />1.00 <br />0.00 <br />Lane Grp Cap(c), vehrh 360 <br />0 <br />364 <br />0 <br />1179 <br />639 <br />977 <br />3499 <br />0 <br />V/C Ratio(X) 0.85 <br />0.00 <br />0.61 <br />0.00 <br />0.84 <br />0.84 <br />0.74 <br />0.33 <br />0.00 <br />Avail Cap(c_a), veh/h 403 <br />0 <br />407 <br />0 <br />1179 <br />639 <br />977 <br />3499 <br />0 <br />HCM Platoon Ratio 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />2.00 <br />2.00 <br />1.00 <br />Upstream Filter(I) 1.00 <br />0.00 <br />1.00 <br />0.00 <br />1.00 <br />1.00 <br />0.63 <br />0.63 <br />0.00 <br />Uniform Delay (d), s/veh 30.8 <br />0.0 <br />29.1 <br />0.0 <br />24.1 <br />24.1 <br />15.2 <br />0.0 <br />0.0 <br />Incr Delay (d2), s/veh 14.7 <br />0.0 <br />2.3 <br />0.0 <br />7.2 <br />12.4 <br />2.0 <br />0.2 <br />0.0 <br />Initial Q Delay(d3),s/veh 0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />%le BackOfQ(50%),veh/lr9.0 <br />0.0 <br />4.0 <br />0.0 <br />9.1 <br />10.8 <br />3.5 <br />0.1 <br />0.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 45.5 <br />0.0 <br />31.4 <br />0.0 <br />31.2 <br />36.5 <br />17.2 <br />0.2 <br />0.0 <br />LnGrp LOS D <br />A <br />C <br />A <br />C <br />D <br />B <br />A <br />A <br />Approach Vol, veh/h <br />531 <br />1522 <br />1892 <br />Approach Delay, s/veh <br />39.5 <br />33.1 <br />6.7 <br />Approach LOS <br />D <br />C <br />A <br />Timer - Assigned Phs 1 <br />2 <br />4 <br />6 <br />Phs Duration (G+Y+Rc),27.1 <br />32.2 <br />20.7 <br />59.3 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gma,t <br />27.7 <br />18.1 <br />52.9 <br />Max Q Clear Time (g_c+[M,6; <br />23.4 <br />15.3 <br />2.0 <br />Green Ext Time (p_c), s 1.6 <br />3.3 <br />0.9 <br />10.8 <br />Intersection Summary <br />HCM 6th Chl Delay 21.3 <br />HCM 6th LOS C <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 />