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New Pipeline Installations    33


                        Sanitary
      Trenchless        and Storm
      Method     Water  Sewers    Gas   Electricity  Telecommunications
      PJ and UT  N/A    Yes       No    No        N/A
      HAB        Yes    Marginal  Yes   Yes       Yes
      HDD        Yes    Marginal  Yes   Yes       Yes
      MT         No     Yes       No    No        No
      PTMT       Yes    Yes       No    No        No
      PR         Yes    Marginal  Yes   Yes       Yes


     Yes—Method is suitable to this application, No—Method is not suitable to this applica-
      tion, Marginal—Special tools or considerations/contractor experiences are required,
      N/A—not applicable or not usually applied.

     TABLE 1.6  Appropriate Techniques for Specific Applications




     1.8  Capabilities and Limitations of
           New Installation Methods
          Trenchless technology methods have many benefits over traditional
          open-cut and trenching techniques such as reducing or eliminating
          traffic disruptions, damage to pavement and road structure, noise
          and dust, and safety hazards. While trenchless technology methods
          provide many benefits, it should be recognized that there are some
          conditions where trenchless applications are not appropriate, and
          open-trench excavation may be necessary. Adverse subsurface condi-
          tions such as presence of boulders and cobbles, abandoned man-
          made objects and structures, specific project conditions, and/or
          uncertain location of existing utilities may preclude the use of trench-
          less technology. Refer to Chap. 10 for more information on project
          management and safety considerations for trenchless construction
          methods.
          1.8.1  Conventional Pipe Jacking and Utility Tunneling

          Advantages
          Conventional pipe jacking and utility tunneling can be accomplished
          through almost all types of soils with a high degree of accuracy. Since
          the operator is located at the excavation face, he can see what is tak-
          ing place and take immediate corrective action for changing subsur-
          face conditions. The tunnel face can be readily inspected visually or
          by using a video camera. When unforeseen obstacles are encountered,
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