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INITIAL CURING OF CONCRETE TEST SPECIMENTS: Who is Responsible for What

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ACI Standard 301-10, Specification for Structural Concrete, sets forth ambiguous requirements for initial curing of concrete test specimens in the field, requiring the contractor to “provide space and source of electrical power on the project site for facilities to be used for initial curing of concrete test specimens as required by ASTM C31/C31M, for the sole use of the Owner’s quality assurance testing agency.” Does “space” mean that the contractor must set aside an area at the construction site where the construction materials engineering and testing (CoMET) consultant or some other party will place or construct initial curing facilities? Or does “space” mean “an environmentally controlled space” for initial curing in the field? Because uncertainty and confusion are common precursors of delays, disputes, and claims, and because CoMET consultants are likely to be blamed for any that occur, CoMET consultants need to take appropriate action to help the project team avoid related problems. This Best Practices document provides valuable guidance.

This is a revised version of a previously Practice Alert and it has been updated by COMET experts. 

Standard 301, American Concrete Institute, ASTM C31,ASTM E329,Building official, CoMET, compressive strength, concrete testing, construction-materials, engineering and testing, field curing, initial curing of concrete, preconstruction meeting, QA, quality assurance, request for information, RFI, scope of service, Specification for, Standard of care, Structural Concrete, test specimen