Page 403 - Trenchless Technology Piping Installation and Inspection
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Inspection and QA/QC for Trenchless Installation and Replacement Methods   353

              5.  Replacing reinforced concrete pipe is difficult unless the
                 concrete and reinforcing steel are deteriorated. Although
                 powerful equipment may be used to burst the pipe, care-
                 ful evaluation must be made on the reinforcement and
                 deterioration.
               6.  Steel and ductile iron pipe are not suitable for pipe burst-
                 ing. But in smaller diameters, they can be replaced by pipe-
                 splitting technique.
               7.  PVC and other plastic pipes may be replaced using an appro-
                 priate combination of bursting and splitting techniques
                 according to the strength and ductility of the pipe.
              8.  Asbestos cement pipes are generally good candidates for pipe
                 bursting. Care must be taken to determine the class of the
                 existing pipe. Thicker, higher tensile strength pipes require
                 increased bursting forces. Modifications to standard bursting
                 heads must include cutter blades to split the pipe.

          Replacement Pipe
              1.  High-density polyethylene pipe (HDPE) is normally used as
                 replacement pipe for pipe-replacement methods. HDPE
                 must be solid wall and in conformance with ASTM F714.
                 All pipe and fittings must be new high-density polyethyl-
                 ene pipe. The pipe material must be manufactured from a
                 high-density, high-molecular-weight polyethylene com-
                 pound which conforms to  ASTM D 1248 and meets the
                 requirements for Type III, Class C, Grade P-34, Category 5,
                 and has a PPI rating of PE 3408. The pipe produced from
                 this resin must have a minimum cell classification of
                 345434C (inner wall will be light in color) under ASTM D
                 3350. The value for the hydrostatic design basis must not be
                 less than 1600 psi per ASTM D 2837. Pipe must have ultra-
                 violet protection.
               2.  If there is insufficient space to fuse and layout the PE pipe,
                 PVC pipe with a mechanical spline-locking design joint may
                 be used for pipe-jacking operations.
              3.  Special flush-joint ductile iron pipe has recently been devel-
                 oped as a replacement pipe, which can be used as a carrier
                 pipe, for either sewer or potable water.
               4.  Cast-iron pipe, vitrified clay pipe, and reinforced concrete
                 pipe can be used as replacement pipe in pipe-bursting oper-
                 ations. However, the bursting head and pipe-installation
                 technique needs to be modified to avoid significant tensile
                 force on pipe joints.
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