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HCM 6th Signalized Intersection Summary <br />14: SR-22 WB Ramps & La Veta Avenue 10/06/2019 <br />--O� -�* f" 4\ /01 <br />Movement EBT EBR WBL WBT NBL NBR <br />Lane Configurations <br />ttt <br />r <br />►j <br />ttt <br />► i <br />r <br />Traffic Volume (veh/h) <br />335 <br />239 <br />266 <br />455 <br />902 <br />479 <br />Future Volume (veh/h) <br />335 <br />239 <br />266 <br />455 <br />902 <br />479 <br />Initial Q (Qb), veh <br />0 <br />0 <br />0 <br />0 <br />0 <br />0 <br />Ped-Bike Adj(A-pbT) <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Parking Bus, Adj <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 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />1870 <br />Adj Flow Rate, veh/h <br />372 <br />0 <br />296 <br />506 <br />1002 <br />532 <br />Peak Hour Factor <br />0.90 <br />0.90 <br />0.90 <br />0.90 <br />0.90 <br />0.90 <br />Percent Heavy Veh, % <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />Cap,vehrh <br />1455 <br />339 <br />2713 <br />1231 <br />866 <br />Arrive On Green <br />0.28 <br />0.00 <br />0.19 <br />0.53 <br />0.36 <br />0.36 <br />Sat Flow, vehrh <br />5274 <br />1585 <br />1781 <br />5274 <br />3456 <br />1585 <br />Grp Volume(v), veh/h <br />372 <br />0 <br />296 <br />506 <br />1002 <br />532 <br />Grp Sat Flow(s),veh/h/In <br />1702 <br />1585 <br />1781 <br />1702 <br />1728 <br />1585 <br />Q Serve(g_s), s <br />4.5 <br />0.0 <br />12.9 <br />4.1 <br />21.0 <br />18.3 <br />Cycle Q Clear(g_c), s <br />4.5 <br />0.0 <br />12.9 <br />4.1 <br />21.0 <br />18.3 <br />Prop In Lane <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Lane Grp Cap(c), vehrh <br />1455 <br />339 <br />2713 <br />1231 <br />866 <br />V/C Ratio(X) <br />0.26 <br />0.87 <br />0.19 <br />0.81 <br />0.61 <br />Avail Cap(c_a), veh/h <br />1455 <br />412 <br />2713 <br />1231 <br />866 <br />HCM Platoon Ratio <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Upstream Filter(I) <br />1.00 <br />0.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Uniform Delay (d), s/veh <br />22.1 <br />0.0 <br />31.5 <br />9.8 <br />23.3 <br />12.4 <br />Incr Delay (d2), s/veh <br />0.4 <br />0.0 <br />16.1 <br />0.2 <br />6.0 <br />3.2 <br />Initial Q Delay(d3),s/veh <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />0.0 <br />%le BackOfQ(50%),veh/In <br />1.8 <br />0.0 <br />6.9 <br />1.4 <br />9.1 <br />6.5 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh <br />22.5 <br />0.0 <br />47.5 <br />9.9 <br />29.3 <br />15.6 <br />LnGrp LOS <br />C <br />D <br />A <br />C <br />B <br />Approach Vol, veh/h <br />372 <br />A <br />802 <br />1534 <br />Approach Delay, s/veh <br />22.5 <br />23.8 <br />24.6 <br />Approach LOS <br />C <br />C <br />C <br />Timer - Assigned Phs <br />1 <br />2 <br />6 <br />8 <br />Phs Duration (G+Y+Rc), s <br />19.7 <br />27.3 <br />47.0 <br />33.0 <br />Change Period (Y+Rc), s <br />4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gmax), s <br />18.5 <br />19.5 <br />42.5 <br />28.5 <br />Max Q Clear Time (g_c+11), s <br />14.9 <br />6.5 <br />6.1 <br />23.0 <br />Green Ext Time (p_c), s <br />0.3 <br />2.0 <br />3.9 <br />3.1 j <br />Intersection Summary <br />HCM 6th Chl Delay <br />24.1 <br />HCM 6th LOS <br />C <br />Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. <br />The Addington 09/12/2019 Existing With Option E Main/Walkie Way and Surface Parking - AM Peak hour Synchro 10 Report <br />Page 1 <br />