Page 313 - Bridge and Highway Structure Rehabilitation and Repair
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288            SECTION 2                                        STRENGTHENING AND REPAIR WORK



         Table 7.2  Useful service life for superstructure and substructure members.
                                 Rehabilitation/        Useful Service Life*
         No.   Location of Member  Protective Measures  (Years)          Remarks
         1A    Terminal decks    Minor patching and bituminous  5        Maximum life of bituminous
                                 overlay                                 overlay is eight years

         1B    Deck to remain in place Membrane waterproofi ng and  20    Replace membrane each
                                 bituminous overlay                      time overlay is replaced
         1C    -do-              Latex modifi ed concrete   20
                                 overlays, cathodic protection
         1D    New concrete deck  With epoxy-coated rebars  40           Can be extended to
                                                                         50 years with maintenance
         2     Deck joints/expansion  Periodic replacement of glands  40  -do-
               dams              or trough
         3     Beams and connections Repairs and/or rehabilitation  40   Painting required
         4     Other types of    -do-                   40               Can be extended to
               superstructure and                                        50 years with maintenance
               elements
         4A    New superstructure  Replacement          75               Can be extended to
                                                                         100 years with maintenance
         5     Bearings          Replacement            75               Require inspections and maintenance

         6     Existing substructure  Repairs and/or rehabilitation  75  Can be extended to
                                                                         100 years with maintenance

         6A    New substructure  Replacement            100              Can be extended to
                                                                         9 100 years with maintenance
         7A    Existing R.C. retaining  Repairs and/or rehabilitation  50  Can be extended to
               walls                                                     9 50 years with maintenance
         7B    New R.C. retaining walls Replacement     75               Can be extended to
                                                                         9 75 years with maintenance
         7C    New PMU/earth     Replacement            50               Can be extended
               reinforced                                                9 50 years with maintenance





                        7.3.6  Compare REP/REH Ratios
                            The next step is to compare rehabilitation and replacement costs assuming both are viable
                        possibilities. This relationship can be established in terms of the rehabilitation cost being a
                        percentage of the replacement cost (REP/REH percentage).
                        1. REP/REH percentage 9 120 percent.
                            The preliminary choice in this case is replacement. Other factors given below be examined
                            for compatibility with replacement.
                            •   Constructing a temporary structure may not be possible from a right-of-way point of
                              view.
                            •   Construction for replacement on a new alignment may not be possible due to right-of-way
                             restrictions, even with stage construction.
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