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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 />653 <br />997 <br />526 <br />469 <br />439 <br />213 <br />Future Volume (veh/h) <br />653 <br />997 <br />526 <br />469 <br />439 <br />213 <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 />687 <br />0 <br />554 <br />494 <br />462 <br />224 <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 />1381 <br />598 <br />3383 <br />778 <br />889 <br />Arrive On Green <br />0.27 <br />0.00 <br />0.34 <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 687 <br />0 <br />554 <br />494 <br />462 <br />224 <br />Grp Sat Flow(s),veh/h/In1702 <br />1585 <br />1781 <br />1702 <br />1728 <br />1585 <br />Q Serve(g_s), s 9.1 <br />0.0 <br />24.0 <br />2.9 <br />9.6 <br />5.8 <br />Cycle Q Clear(g_c), s 9.1 <br />0.0 <br />24.0 <br />2.9 <br />9.6 <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 1381 <br />598 <br />3383 <br />778 <br />889 <br />V/C Ratio(X) 0.50 <br />0.93 <br />0.15 <br />0.59 <br />0.25 <br />Avail Cap(c_a), veh/h 1381 <br />679 <br />3383 <br />778 <br />889 <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 24.6 <br />0.0 <br />25.6 <br />5.0 <br />27.7 <br />9.0 <br />Incr Delay (d2), s/veh 1.3 <br />0.0 <br />17.5 <br />0.1 <br />3.3 <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(50%),veh/lr8.7 <br />0.0 <br />12.5 <br />0.9 <br />4.2 <br />2.0 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 25.9 <br />0.0 <br />43.1 <br />5.1 <br />31.1 <br />9.7 <br />LnGrp LOS C <br />D <br />A <br />C <br />A <br />Approach Vol, veh/h 687 <br />A <br />1048 <br />686 <br />Approach Delay, s/veh 25.9 <br />25.2 <br />24.1 <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),31.4 <br />26.1 <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,(b <br />11.1 <br />4.9 <br />11.6 <br />Green Ext Time (p_c), s 0.9 <br />2.6 <br />3.9 <br />1.5 <br />Intersection Summary <br />HCM 6th Ctrl Delay <br />25.1 <br />HCM 6th LOS <br />C <br />� G <br />Unsignalized Delay for [EBR] is excluded from calculations of the approach delay and intersection delay. <br />The Addington 09/03/2019 OY Cumulative Conditions - PM Peak hour Synchro 10 Report <br />Page 10 <br />