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  1. piutehowie

    Cleaning holes for end-bearing piles

    Thanks for the help. The problem is that the spec was for end bearing (yes, bored) piles and the structural wanted a spec for friction but the soils report is already approved. The friction piles would be longer at this dia so there is a cost issue as well. Thanks again Howie
  2. piutehowie

    Cleaning holes for end-bearing piles

    My structural guy is concerned about cleaning out residual debris from the drilled holes for end bearing piles of 24 in dia. Does anyone know of a device/method for cleaning out the last of the spoils from holes too small for a person to fit down?? Thanks Howie

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