Page 687 - Corrosion Engineering Principles and Practice
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640   C h a p t e r   1 4                              P r o t e c t i v e   C o a t i n g s    641


                      then be analyzed for contaminants normally associated with those
                      liquids.  Coatings  that  have  been  otherwise  properly  applied  over
                      steel that appeared to be perfectly clean have failed due to the lack of
                      identification and removal of such contaminants.

                      14.9.2  Condition of the Existing Coating System
                      Historical records of a coating system when it was first applied, as
                      well  as  during  periodic  annual  surveys,  can  provide  a  good
                      indication of the relative life left in the coating system, particularly
                      when compared with the life expectancy charts published by the
                      Society  for  Protective  Coatings  (SSPC).  These  life  expectancy
                      charts are categorized both by the generic type of coating and the
                      environment to which it is exposed. For example, epoxy resins are
                      known to be fragile to sunlight UV rays that can degrade them to
                      a  powdery  film  easily  removed  by  wind  and  rain,  eventually
                      exposing  underlying  coats  or  the  substrate.  By  checking  the
                      historical  records,  the  remaining  life  of  a  coating  system  can  be
                      estimated fairly well.
                         Simple visual scans do provide a broad indication of the areas
                      of a structure that are deteriorating at a faster rate. The appearance
                      of red iron oxide pigmented primers through the remaining colored
                      topcoats is a very convincing indication of the need for immediate
                      corrective action at the lowest maintenance cost of any maintenance
                      practice.  Unless  corrosion  is  visually  seen,  a  simple  waterjet
                      washing with fresh water, and a new topcoat of the same generic
                      coating  previously  used,  or  of  one  that  is  compatible  with  the
                      previous coating system, can extend the life of the current system
                      by a few years.
                         If only small isolated areas of the structure show corrosion while
                      the  majority  of  the  structure  appears  sound,  it  can  prompt  the
                      maintenance engineer to schedule a spot blast or power tool white
                      metal  cleaning  of  the  rusty  spots,  a  spot  prime  with  an  inhibitive
                      primer, and a new refresher coat of the topcoat of the system. Again,
                      the economy comes in avoiding a total breakdown of the protective
                      coating system, which would require total removal and replacement
                      of  the  entire  system.  That  is  the  most  costly  of  all  maintenance
                      programs.

                      14.9.3  Coating Inspection
                      Characteristics  of  a  properly  prepared  surface  may  include
                      specification of a surface profile in terms of mils depth, as well as
                      other criteria. This is important in some instances, especially when a
                      thin film coating is to be applied. If the surface profile is such that an
                      inadequate  thickness  of  coating  is  deposited  on  the  peaks,  or  the
                      coating bridges the valley (Fig. 14.18), a coating failure may follow,
                      or, at best, a greater volume of coating will be required for adequate
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