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TRAFFIC BARRIER DEAD LOAD <br /> THE TRAFFIC BARRIER WILL BE SUPPORTED BY THE DRILLED SHAFT, <br /> SO THE WEIGHT IS INCLUDED IN THE DEAD LOAD. <br /> PBarr;er = 8'X5'X7'(150PCF) = 42 KIPS <br /> LIGHT POLE WIND <br /> THESE REACTIONS MAY NOT BE EXCEEDED PER S1 .1 : <br /> PPOLE = 2.5 KIPS <br /> WILE = 1 .1 KIPS <br /> MPOLE = 49 KIP*FT <br /> VEHICLE IMPACT LOAD <br /> VEHICLE IMPACT LOADING PER ASCE 7. HORIZONTAL LOAD OF 6 KIPS <br /> APPLIED 2.25' ABOVE DRIVING SURFACE. TOP OF PAVEMENT IS 2' <br /> ABOVE TOP OF SHAFT, SO TOTAL MOMENT ARM IS 4.25' <br /> VPoLE = 6 KIPS <br /> MPOLE = 25.5 KIP*FT <br /> 15 <br />