Page 18 - Trenchless Technology Piping Installation and Inspection
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          and specifications, submittals, quality control/quality assurance issues,
          construction considerations, and safety considerations. The last sec-
          tion of this chapter is devoted to pipe load calculations, to provide a
          simplified approach for better understanding of forces encountered
          in the field. While this chapter is mainly focused on HDPE, which is
          product of choice for pipe bursting, the same concept can be applied
          to other pipe materials.
             Chapter 7 concentrates on Cured-in-Place Pipe (CIPP) technology,
          which is the most common method for renewal of deteriorated exist-
          ing pipes. The chapter covers full description of CIPP technology, and
          continues with site compatibility and applications, effects of existing
          pipe defects, and installation methods. Due to a large number of fac-
          tors influencing quality installation of CIPP, there have been a num-
          ber of issues regarding final inspection and acceptance by owners.
          Therefore, this chapter provides a section on inspecting installation
          of CIPP, and covers possible CIPP defects and causes, accepted
          tolerances, repair types, and possible monetary penalties. While
          throughout this book, partnering among owners, design and consult-
          ing engineers and contractors/installers are emphasized, there might
          be situations that owners may have to correct a defective CIPP instal-
          lation, and contractors may offer a deduction in order for owners to
          be able to accept the installation and pay the balance of payment to
          the contractor. Therefore, these suggested guidelines can be used as
          bases for considerations that are mutually accepted to both parties. It
          should be noted that including harsh language in the bid documents
          and/or unacceptable and unreasonable tolerances in the contract
          and specifications will result in contractors submitting higher bids
          (with more contingencies) or not submitting bids at all.
             Chapter 8 is dedicated on quality assurance/quality control con-
          siderations for trenchless installation and replacement methods. The
          idea for this chapter came around the concept that most trenchless
          installations are conducted in urban settings and “under a road,
          street, or pavement.” So basically, the trenchless installation must be
          safe for the general public, road embankment and the operational use.
          This chapter provides suggested guidelines for the “road authority”
          or the “transportation agency” to evaluate requests for trenchless
          installations (such as road crossings), issue permit, and inspect the
          installation. It provides simple charts and checklists for the inspec-
          tors to observe compliance with the main parameters of permit, to
          ensure a safe and quality installation is completed. This chapter is
          written in such a way that provides a standalone presentation of
          trenchless installation methods (microtunneling, horizontal direc-
          tional drilling, horizontal auger boring, pipe ramming, conventional
          pipe jacking, pilot-tube microtunneling, and pipe replacement) with
          introduction, pipe material, and construction considerations. For
          each method, it presents a simple inspection guide, which includes
          preinspection plan review and construction inspection.
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