Page 9 - SIM Guide to annual assessment_v2.0_Dec 2021
P. 9

Concrete - General





         BASIS FOR THE ASSESSMENT



             ▪   Assessment method based in:

                    o    Existing information (drawings, building codes)  +
                    o    Visual inspection + non destructive test (Schmidt hammer) +

                    o    Measurements (deformations, rebar thickness,..)


               Note. Schmidt hammer must be used by qualified professional and its use is normally
               considered as part of Expert assessment.






         FOCUS POINT OF THE ASSESSMENT


             ▪    Foundation or structure settlement, deflection, movement or vibration.
             ▪    Parts of structures or members incorrectly erected.
             ▪    Poor concrete quality, spalling, exposed reinforcing bars.

             ▪    Loose connections between members, or displaced connections.
             ▪    Damage caused by impacts on structural members.
             ▪    Any notable structural weakness resulting from missing or damaged parts

                  or advanced corrosion.
             ▪    Absence of, collapsed, missing or removed structural members.

             ▪    Wear caused by abrasion.
             ▪    Loss of cross section of concrete parts due to wear, abrasion or concrete
                  carbonation.
             ▪    Cracks in concrete or in its joints.
             ▪    Infiltration of water, oil or chemicals, excess of moisture in concrete.

             ▪    Excessive vibration, impact loading, duty cycle or movement during
                  equipment operation.




         REMARKS



             If design safety factor is not available, then consider:

             o   Load safety factor of the concrete is approximately 25-40%
             o   Safety factor of the reinforcement steel = 15%

             For critical structural elements, i.e. members which are essential for the
             stability of a structure, and their connections, it is recommended to make
             measurements (ex. member deformation, reinforcement bars thickness) where
             possible or needed, in addition to visual observations.






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