Page 477 - Corrosion Engineering Principles and Practice
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444    C h a p t e r   1 1                                                                   M a t e r i a l s   S e l e c t i o n ,   Te s t i n g ,   a n d   D e s i g n   C o n s i d e r a t i o n s    445


                      This information is imperative for predicting medium- and long-term
                      maintenance requirements, projecting remaining service life, develop-
                      ing long-term maintenance and replacement strategies, planning future
                      usage, and determining the available reaction time to damage. There-
                      fore, CAS is in direct contrast to a short-term strategy of fixing serious
                      defects as they are found. CAS includes three basic steps[12;13]:

                           1.  A facility is divided into its systems and subsystems, forming
                             a work breakdown structure (WBS).
                           2.  Standards  are  developed  to  identify  deficiencies  that  affect
                             each component in the WBS and the extent of the deficiencies.
                           3.  Each component in a WBS is evaluated against the standard
                             or reference component.

                         CAS provides the maintenance managers the analytical informa-
                      tion needed to optimize financial resource allocation for repair, main-
                      tenance,  and  replacement  of  assets.  Through  a  well-executed  CAS
                      program, information will be available on the specific deficiencies of
                      a system or component, the extent and coverage of that deficiency,
                      and the urgency of repair. The following scenarios indicate a need for
                      CAS in corrosion control strategies:

                          •  Assets are aging, with increasing corrosion risks.
                          •  Assets are complex engineering systems, although they may
                             not always appear to be (for example, ordinary concrete is
                             actually a highly complex material).
                          •  Assets fulfilling a similar purpose have variations in design
                             and operational histories.
                          •  Existing asset information is incomplete and/or unreliable.
                          •  Previous corrosion maintenance/repair work was performed
                             but poorly documented.
                          •  Information  on  the  condition  of  assets  is  not  transferred
                             effectively from the field to management, leaving the decision
                             makers ill-informed.
                          •  Maintenance  costs  are  increasing,  yet  asset  utilization  is
                             decreasing.
                          •  There  is  great  variability  in  the  condition  of  similar  assets
                             from poor to excellent. The condition appears to depend on
                             local operating microenvironments but there is no knowledge
                             on where the next major problem will appear.
                          •  The  information  for  long-term  planning  is  very  limited  or
                             nonexistent.
                          •  Commitment  within  an  organization  to  conduct  long-term
                             strategies and plans for corrosion control is limited or lacking.
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