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336     Cha pte r  Ei g h t



                Inspection Guide for Horizontal Auger Boring (HAB)
                       Preinspection Plan Review

         Review geotechnical and soil reports.
         Ensure DOT/agency facilities and nearby utility information are shown on the
         plans and profiles and that the proposed alignment does not interfere with them.
         Note the minimum cover above the top of the pipe and below the pavement surface,
         or ground elevation (for longitudinal installations outside the influence of the
         roadway) is _____ ft.

         Note proposed pipe characteristics:
         Casing material ___________________.
         Casing material yield strength _____ksi.
         Allowable pipe-jacking force _____ ksi.
         Casing diameter _____________ in.
         Overcut diameter ___________ in.
         Casing wall thickness ________ in.
         Casing spacers material ____________.
         Spacer spacing ________________, carrier material ___________________.
         Carrier diameter ____________ in.
         Note the inside diameter of the casing pipe, and the outside diameter of the carrier
         pipe.  The difference is _______ in. (Typical minimum is 6 in., except for casing
         pipes smaller than 8 in.)
         Review contingency plan.

         Review job-site layout including: distance from access pits to roadbed, proposed
         sheeting and bracing, materials storage and fabrication area, safety devices (barrels,
         guardrail, etc.), and dewatering pit locations.
         Note unique or special items / circumstances: ___________________
                        Construction Inspection

         Verify traffic control is consistent with the permit requirements, one call service
         has been contacted, and the DOT/agency permit is on-site.
         Verify job-site layout is consistent with the approved plans, especially the alignment
         of the pipe and machine.
         Verify continuous monitoring records indicate bearing and grade of the leading edge
         of the pipe is consistent with the approved plans, dewatering effort is satisfactory, soil
         volume removed is consistent with projection, and that workers understand the
         contingency plan.

         Verify pipe characteristics are consistent with permit requirements.
         Verify the casing pipe is steel with smooth interior and exterior surfaces, is used
         within the entire influence area of the roadbed, has clean and square ends, joints are
         watertight, defective pipe is not used, and damaged  pipe is removed.


     FIGURE 8.18  Sample checklist for inspection of horizontal auger boring operations.
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