Section 27-691. Tolerance and modification of design due to field conditions  


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  • (a)  Tolerance in alignment of the pile axis. If the axis of any pile is
      installed out of plumb or deviates from the  specified  batter  by  more
      than  four  per  cent  of  the pile length, the design of the foundation
      shall be modified as may be necessary to resist the  resulting  vertical
      and lateral forces. In types of piles for which subsurface inspection is
      not possible, this determination shall be made on the exposed section of
      the  pile, which section, at the time of checking axial alignment, shall
      not be less than two feet. In piles  which  can  be  checked  for  axial
      alignment below the ground surface, the sweep of the pile axis shall not
      exceed four per cent of the embedded length.
        (b)  Tolerance  in  location  of  the head of the pile. A tolerance of
      three inches from the  designed  location  shall  be  permitted  in  the
      installation  of  each  pile,  without reduction in load capacity of the
      pile group.  Where piles are installed out of position in excess of this
      amount, the true loading on such piles shall be analytically  determined
      from  a survey which defines the actual location of the piles as driven,
      and using the actual eccentricity in the pile group with respect to  the
      line  of  action  of the applied load. If the total load on any pile, so
      determined, is in excess of one hundred ten per cent  of  the  allowable
      load bearing capacity, correction shall be made by installing additional
      piles  or  by  other methods of load distribution, as required to reduce
      the maximum pile load to one hundred ten per cent of the capacity.
        (c) Bent piles. Where piles have been bent  during  installation,  and
      the  amount of the bend exceeds the allowable tolerance for alignment of
      the pile axis in subdivision (a) of this section, the condition shall be
      investigated and, where required, correction made by the installation of
      additional piles, by strengthening  the  bent  piles,  by  reduction  in
      capacity or other means acceptable to the commissioner.