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HCM 6th Signalized Intersection Summary <br />14: SR-22 WB Ramps & La Veta Avenue 09/03/2019 <br />Movement <br />--10 -�* 4\ /,* <br />I�:i��:la9r1:1�9r1:i9� �I:l� �I:l 7 <br />Lane Configurations <br />ttlL <br />r <br />►j <br />ttt <br />►) <br />jr <br />Traffic Volume (veh/h) <br />332 <br />233 <br />266 <br />454 <br />899 <br />479 <br />Future Volume (veh/h) <br />332 <br />233 <br />266 <br />454 <br />899 <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 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 />369 <br />0 <br />296 <br />504 <br />999 <br />532 <br />Peak Hour Factor <br />0.90 <br />0.90 <br />0.90 <br />0.90 <br />0.90 <br />0.90 Q <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 369 <br />0 <br />296 <br />504 <br />999 <br />532 <br />Grp Sat Flow(s),veh/h/In1702 <br />1585 <br />1781 <br />1702 <br />1728 <br />1585 <br />Q Serve(g_s), s 4.5 <br />0.0 <br />12.9 <br />4.1 <br />20.9 <br />18.3 <br />Cycle Q Clear(g_c), s 4.5 <br />0.0 <br />12.9 <br />4.1 <br />20.9 <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 1455 <br />339 <br />2713 <br />1231 <br />866 <br />V/C Ratio(X) 0.25 <br />0.87 <br />0.19 <br />0.81 <br />0.61 <br />Avail Cap(c_a), veh/h 1455 <br />412 <br />2713 <br />1231 <br />866 <br />HCM Platoon Ratio 1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Upstream Filter(I) 1.00 <br />0.00 <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Uniform Delay (d), s/veh 22.0 <br />0.0 <br />31.5 <br />9.8 <br />23.3 <br />12.4 <br />Incr Delay (d2), s/veh 0.4 <br />0.0 <br />16.1 <br />0.2 <br />5.9 <br />3.2 <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 />We BackOfQ(50%),veh/lr9.8 <br />0.0 <br />6.9 <br />1.4 <br />9.0 <br />6.5 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 22.5 <br />0.0 <br />47.5 <br />9.9 <br />29.2 <br />15.6 <br />LnGrp LOS C <br />D <br />A <br />C <br />B <br />Approach Vol, veh/h 369 <br />A <br />800 <br />1531 <br />Approach Delay, s/veh 22.5 <br />23.8 <br />24.5 <br />Approach LOS C <br />C <br />C <br />Timer - Assigned Phs 1 <br />2 <br />6 <br />Phs Duration (G+Y+Rc), fi9.7 <br />27.3 <br />47.0 <br />33.0 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gmalo S <br />19.5 <br />42.5 <br />28.5 <br />Max Q Clear Time (g_c+[M,9; <br />6.5 <br />6.1 <br />22.9 <br />Green Ext Time (p_c), s 0.3 <br />2.0 <br />3.8 <br />3.1 <br />Intersection Summary <br />HCM 6th Chl Delay <br />24.0 <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 09/03/2019 Existing Conditions - AM Peak hour Synchro 10 Report <br />Page 10 <br />