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104    Cha pte r  T h ree


                                           Prevention Method and
     Deficiency    Description             Possible Remedial Actions
     Lining over   Lining over corrosion, loose  If the fault is localized, it is
     debris        debris in pipe, inadequate   best to rectify by excavation
                   pipe cleaning.          and removal of faulty pipe
                                           section. If faulty pipe section
                                           is extensive, it must be totally
                                           replaced.
     Blistering and   Round, raised sections   If blisters are isolated, they
     bubbling      of hardened coatings and   may be cosmetic in nature
                   linings caused where there   and do not create a long-term
                   is graphitization on cast   weakening of the lining. The
                   iron pipe walls. It must be   integrity of the lining is not
                   noted that not all instances  compromised and no remedial
                   of graphitization cause   action is taken.
                   blisters.
     Uncured lining  Malfunction of the lining   Using CCTV or other
                   machine. Only section of   inspection methods will reveal
                   pipe lined with hardened,   any sections of uncured lining
                   fully cured lining may be   which must be removed and
                   returned to service.    relined.
     Uneven or thin   Machine malfunction,   Short length can be replaced
     lining        excessive friction along   with new pipe and longer
                   the hose during winching   lengths can be relined.
                   back through the pipe,   Protruding obstacles can
                   unsatisfactory design of   be identified during CCTV
                   application head, protruding  inspection.
                   obstacles in pipe.
     Slump         Caused by applying an   The extra volume of the lining
                   excessive thickness of   material can reduce the
                   coating or lining to the pipe  desired pipe diameter.
                   surface or overheating the
                   components.
     Water damage  Usually caused by       The extent of fault must be
                   undetected standing water   accurately measured by CCTV
                   or ground water leakage   inspection. Short length can
                   through pipe.           be replaced with new pipe
                                           and longer lengths can be
                                           recleaned and relined.
     Pinholes      Pinhole or discontinuity in   Must be repaired by relining
                   the lining.             or as directed by the owner or
                                           the city engineer.


     Source: AWWA, 2002.
     TABLE 3.4  Summary of Defects and Remedial Actions
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