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Figure 17. (a)  The 63rd Street Beach House was constructed on the shoreline of Chicago in 1919. The highly exposed aggregate concrete of the
          exterior walls of the beach house was used for many buildings in the Chicago parks as an alternative to more expensive stone construction. Photo:
          Leslie Schwartz Photography. (b) Concrete deterioration included cracking, spalling, and delamination caused by corrosion of embedded reinforcing
          steel and concrete damage due to cyclic freezing and thawing.  (c) Various sizes and types of aggregates were reviewed for matching to  the original
          concrete materials. (d) Mock-ups of the concrete repair mix were prepared for comparison to the original concrete.  Considerations included aggregate
          type and size, cement color, proportions, aggregate exposure, and surface finish.  (e)  The craftsman finished the surface to replicate the original
          appearance in a mock-up on the structure. Here, he used a nylon bristle brush to remove loose paste and expose the aggregate, creating a variable
          surface to match the adjacent original concrete.


          Where used for crack repairs on historic facades, the     construction did not provide for long-term durability,
          finished appearance of the sealant application must       or to facilitate a change in use of the structure.
          be considered, as it may be visually intrusive. In some   Examples include increasing concrete cover to protect
          cases, sand can be broadcast onto the surface of the      reinforcing steel and reducing water infiltration into the
          sealant to help conceal the repair.                       structure by repair of joints. Any such improvements
                                                                    must be thoroughly evaluated for compatibility with
          Urethane and polyurethane sealants are often used to
                                                                    the original design and appearance. Care is required in
          seal joints and cracks in concrete structures, paving,
                                                                    all aspects of historic concrete repair, including surface
          and walkways; these sealants provide a service life of
                                                                    preparation; installation of form work; development
          up to ten years. High-performance silicone sealants
                                                                    of the concrete mix design; and concrete placement,
          also are often used with concrete, as they provide a
                                                                    consolidation, and curing.
          range of movement capabilities and a service life of
          twenty years or more. Some silicone sealants may stain
                                                                    An appropriate repair program addresses existing
          adjacent materials, which may be a problem with more
                                                                    distress and reduces the rate of future deterioration,
          porous concrete, and may also tend to accumulate
                                                                    which in many cases involves moisture-related issues.
          dust and dirt. The effectiveness of sealants for sealing
                                                                    The repair program should incorporate materials and
          joints and cracks depends on numerous factors
                                                                    methods that are sympathetic to the existing materials
          including proper surface preparation and application.
                                                                    in character and appearance, and which provide good
          Sealants should be examined as part of routine
                                                                    long-term performance. In addition, repair materials
          maintenance inspections, as these materials deteriorate
                                                                    should age and weather similarly to the original
          faster than their substrates and must be replaced
                                                                    materials. In order to best achieve these goals, concrete
          periodically as a part of cyclical maintenance.
                                                                    repair projects should be divided into three phases:
          Repair of historic concrete may be required to            development of trial repair procedures, trial repairs and
          address deterioration because the original design and     evaluation, and production repair work.
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