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332     Cha pte r  Ei g h t

             The boring pits must be located at a safe distance from existing struc-
          tures to avoid any hazard to the structure or the public. The distance of
          the pit from the roadway must be adequate to allow sloping of the pit
          if necessary. If sufficient sloping cannot be accomplished due to space
          constraints, an earth support system of pit walls must be considered.
          Enough room for safe loading and unloading of equipment, and for
          spoil removal must be provided. Accidents are less likely to occur at
          sites that are open and kept clear of debris.
             Typically steel pipes are used for casing in order to prevent the
          potential damage caused by the rotating augers. The casing must
          be  of good quality and well prepared. Machine-cut beveled ends
          assure casing alignment, joint end squarness and exact lengths keep
          the head at the correct location relative to the casing, and smooth
          walls reduce the required jacking force and the tendency of the casing
          to rotate during the boring process.
             After successful installation of casing pipe, the carrier pipe (also
          called product pipe) can be installed. Carrier pipe is installed by first
          attaching wooden skids or premanufactured casing spacers to the
          carrier pipe before assembly. The carrier pipe is then installed, one
          piece at a time, from either the entry or exit pit. It can be installed by
          pushing by hand or with a boring/jacking machine, or by pulling
          with a winch or other methods. The use of premanufactured casing
          spacers are not recommended for gravity sewers installations as they
          do not allow for differential blocking of the sewer inside the casing.
             Postinstallation and installation monitoring includes the following:
              •  Preparing an as-built drawing.
              •  Amount of spoil removal must be checked for possible voids
                 outside of the casing. Any voids needs to be grouted with
                 approved grouting materials and methods.
              •  In sandy or unstable soil conditions, there is a possibility of
                 void formation in the line of bore, and in this condition grout-
                 ing of outside of casing is strongly recommended.

          8.4.2 Materials

          Pipe
          Pipe used in this method includes an external casing pipe (also called
          jacking pipe) and may include an interior carrier or product pipe.

          Allowable Forces
          Considerable jacking forces may be required to install pipe using this
          method.

              •  Casing pipe must be obtained from one manufacturer.
              •  The allowable jacking strength capacity of casing pipe must
                 be capable of withstanding the maximum jacking forces
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