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Chapter 7 Cast-In-Place Concrete

subjecting them to the same temperature and moisture loss controls as the structure itself. Test cylinders shall be protected from cold weather and cured in the same manner as the concrete they represent. Under no circumstances shall field-cured cylinders be subjected to a curing environment that is better than the concrete they represent, such as placement within a temperature and/or humidity controlled container.

SICC-704.2 Low-strength concrete test results. Investigation of low-strength concrete shall be in accordance with NCSBC-1905.6.5 and this section. The following procedures shall apply when test results do not comply with the acceptance criteria of ACI 318 for concrete strength.

a. Submittal of data and recommendations to CCBSD. The SIER shall submit to CCBSD a copy of any records pertaining to under-strength concrete, with written recommendations of the SER.

SICC-705 COMPLETION OF CAST-IN-PLACE CONCRETE CONSTRUCTION

Upon completion of cast-in-place concrete construction, the SIER shall submit a completion letter to CCBSD. The SIER shall also indicate the date of completion on the final report of special inspections for all cast in place concrete.

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