Page 404 - Trenchless Technology Piping Installation and Inspection
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354     Cha pte r  Ei g h t


          Pipe Quality
               1.  All pipes must be free of visible cracks, holes, foreign material,
                 foreign inclusions, blisters, or other deleterious or injurious
                 faults or defects. Any section of the pipe with a gash, blister,
                 abrasion, nick, scar, or other deleterious fault greater in depth
                 than 10 percent of the wall thickness must not be used and
                 must be immediately removed from the site. However, a
                 defective area of the pipe may be cut out and the joint fused
                 in accordance with the procedures stated above.
              2.  Any of the following defects warrants pipe rejection:
                 •  Concentrated ridges, discoloration, excessive spot rough-
                   ness, and pitting
                 •  Insufficient or variable wall thickness
                 •  Pipe damage from bending, crushing, stretching, or other
                   stress
                 •  Pipe damage that impacts the pipe strength, the intended
                   use, the internal diameter of the pipe, and internal rough-
                   ness characteristics
                 •  Any other defect of manufacturing or handling

          8.7.3 Construction
          Minimum Allowable Depths
          Pipe-replacement systems follow closely the existing alignment and
          grade of the host pipe. Therefore the installation depth is relatively
          the same as the host pipe. However, if the replacement pipe diameter
          is larger than the host pipe diameter, the effective cover above the
          replacement pipe must be calculated as an increase of 10 in. for every
          inch of increased diameter.
          Equipment
          The contractor must utilize pipe-replacement equipment with ade-
          quate pulling/pushing force to complete pulls. The contractor must
          verify the pulling/pushing force exerted on the pipe does not exceed
          the manufacturer’s recommendation for allowable pulling force to
          prevent damage to the pipe.
          Method
               1.  Pipe must be assembled and fused on the ground in sections
                 equivalent to the length of the anticipated pull.
               2.  During installation, all bending and loading of the pipe must
                 be in conformance with the manufacturers recommendations
                 and must not damage the pipe.
              3.  Manholes must be prepared to ease the pipe-installation proc-
                 ess along the alignment and grade indicated on the plans.
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