Laserfiche WebLink
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 />ttt <br />Traffic Volume (veh/h) <br />362 <br />Future Volume (veh/h) <br />362 <br />Initial Q (Qb), veh <br />0 <br />Ped-Bike Adj(A-pbT) <br />Parking Bus, Adj <br />1.00 <br />Work Zone On Approach No <br />Adj Sat Flow, veh/h/In <br />1870 <br />Adj Flow Rate, veh/h <br />402 <br />Peak Hour Factor <br />0.90 <br />Percent Heavy Veh, % <br />2 <br />Cap, vehrh <br />Arrive On Green <br />Sat Flow, vehrh <br />MDR <br />293 416 480 922 475 <br />293 416 480 922 475 <br />0 0 0 0 0 <br />1.00 1.00 1.00 1.00 <br />1.00 1.00 1.00 1.00 1.00 <br />No No <br />1870 1870 1870 1870 1870 <br />0 462 533 1024 528 <br />0.90 0.90 0.90 0.90 0.90 <br />2 2 2 2 2 <br />496 2904 1102 947 <br />0.23 0.00 0.28 0.57 0.32 0.32 <br />5274 1585 1781 5274 3456 1585 <br />Grp Volume(v), veh/h 402 <br />0 <br />462 <br />533 <br />1024 <br />528 <br />Grp Sat Flow(s),veh/h/In1702 <br />1585 <br />1781 <br />1702 <br />1728 <br />1585 <br />Q Serve(g_s), s 5.2 <br />0.0 <br />20.2 <br />4.0 <br />23.0 <br />16.1 <br />Cycle Q Clear(g_c), s 5.2 <br />0.0 <br />20.2 <br />4.0 <br />23.0 <br />16.1 <br />Prop In Lane <br />1.00 <br />1.00 <br />1.00 <br />1.00 <br />Lane Grp Cap(c), vehrh 1195 <br />496 <br />2904 <br />1102 <br />947 <br />V/C Ratio(X) 0.34 <br />0.93 <br />0.18 <br />0.93 <br />0.56 <br />Avail Cap(c_a), veh/h 1195 <br />501 <br />2904 <br />1102 <br />947 <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 25.5 <br />0.0 <br />28.1 <br />8.3 <br />26.4 <br />9.7 <br />Incr Delay (d2), s/veh 0.8 <br />0.0 <br />24.3 <br />0.1 <br />14.7 <br />2.4 <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/lr2.1 <br />0.0 <br />11.5 <br />1.4 <br />11.2 <br />5.4 <br />Unsig. Movement Delay, s/veh <br />LnGrp Delay(d),s/veh 26.2 <br />0.0 <br />52.4 <br />8.4 <br />41.1 <br />12.1 <br />LnGrp LOS C <br />D <br />A <br />D <br />B <br />Approach Vol, veh/h 402 <br />A <br />995 <br />1552 <br />Approach Delay, s/veh 26.2 <br />28.9 <br />31.2 <br />Approach LOS C <br />C <br />C <br />Timer - Assigned Phs 1 <br />2 <br />6 <br />8 <br />Phs Duration (G+Y+Rc),26.8 <br />23.2 <br />50.0 <br />30.0 <br />Change Period (Y+Rc), s 4.5 <br />4.5 <br />4.5 <br />4.5 <br />Max Green Setting (Gma2Z 5 <br />18.5 <br />45.5 <br />25.5 <br />Max Q Clear Time (g_c+QR,2, <br />7.2 <br />6.0 <br />25.0 <br />Green Ext Time (p_c), s 0.1 <br />2.0 <br />4.1 <br />0.4 <br />Intersection Summary <br />HCM 6th Chl Delay <br />29.8 <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 OY Cumulative - AM Peak Hour Synchro 10 Report <br />Page 10 <br />