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HCM 6th Signalized Intersection Summary <br />14: SR-22 WB Ramps & La Veta Avenue 09/03/2019 <br />--10 -�* 4\ /,* <br />Movement <br />Lane Configurations <br />ttlL <br />r <br />►j <br />ttt <br />►) <br />jr <br />Traffic Volume (veh/h) <br />669 <br />1047 <br />576 <br />484 <br />461 <br />224 <br />Future Volume (veh/h) <br />669 <br />1047 <br />576 <br />484 <br />461 <br />224 <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 />704 <br />0 <br />606 <br />509 <br />485 <br />236 <br />Peak Hour Factor <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 <br />0.95 Q <br />Percent Heavy Veh, % <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />Cap,vehrh <br />1251 <br />643 <br />3383 <br />778 <br />929 <br />Arrive On Green <br />0.25 <br />0.00 <br />0.36 <br />0.66 <br />0.22 <br />0.22 <br />Sat Flow, vehrh <br />5274 <br />1585 <br />1781 <br />5274 <br />3456 <br />1585 <br />Grp Volume(v), veh/h 704 <br />0 <br />606 <br />509 <br />485 <br />236 <br />Grp Sat Flow(s),veh/h/In1702 <br />1585 <br />1781 <br />1702 <br />1728 <br />1585 <br />Q Serve(g_s), s 9.7 <br />0.0 <br />26.3 <br />3.0 <br />10.1 <br />5.8 <br />Cycle Q Clear(g_c), s 9.7 <br />0.0 <br />26.3 <br />3.0 <br />10.1 <br />5.8 <br />Prop In Lane <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Lane Grp Cap(c), vehrh 1251 <br />643 <br />3383 <br />778 <br />929 <br />V/C Ratio(X) 0.56 <br />0.94 <br />0.15 <br />0.62 <br />0.25 <br />Avail Cap(c_a), veh/h 1251 <br />679 <br />3383 <br />778 <br />929 <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 26.4 <br />0.0 <br />24.7 <br />5.1 <br />27.9 <br />8.0 <br />Incr Delay (d2), s/veh 1.8 <br />0.0 <br />20.9 <br />0.1 <br />3.8 <br />0.7 <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(500/o),veh/lr4.0 <br />0.0 <br />14.1 <br />0.9 <br />4.4 <br />1.9 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 28.3 <br />0.0 <br />45.7 <br />5.2 <br />31.7 <br />8.7 <br />LnGrp LOS C <br />D <br />A <br />C <br />A <br />Approach Vol, veh/h 704 <br />A <br />1115 <br />721 <br />Approach Delay, s/veh 28.3 <br />27.2 <br />24.2 <br />Approach LOS C <br />C <br />C <br />Timer - Assigned Phs 1 <br />2 <br />a <br />a <br />Phs Duration (G+Y+Rc),33.4 <br />24.1 <br />57.5 <br />22.5 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gma1q,5 <br />18.0 <br />53.0 <br />18.0 <br />Max Q Clear Time (g_c+QP,3; <br />11.7 <br />5.0 <br />12.1 <br />Green Ext Time (p_c), s 0.5 <br />2.5 <br />4.0 <br />1.5 <br />Intersection Summary <br />HCM 6th Ctrl Delay <br />26.6 <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 09/0312019 Year 2040 Conditions - PM Peak hour Synchro 10 Report <br />Page 10 <br />