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<br />03300 - 22/22 <br />3.12 REINFORCEMENT: Reinforcement shall be in accordance with SECTION 03200 <br />Concrete Reinforcement, of these Specifications. Concrete protection for the <br />reinforcement shall conform to the requirements ACI 318, paragraph 7.7.1. <br />3.13 CONSTRUCTION TOLERANCES: <br />A. The CONTRACTOR shall set and maintain concrete forms and perform finishing <br />operations to ensure that the completed WORK is within tolerances. Surface defects <br />and irregularities are defined as finishes and are to be distinguished from tolerances. <br />Tolerance is the permissible variation from lines, grades, or dimensions indicated on <br />the Drawings. Where tolerances are not stated in the specifications, permissible <br />deviations will be in accordance with ACI 117. <br />3.14 CARE AND REPAIR OF CONCRETE: <br />A. The CONTRACTOR shall protect concrete against injury or damage from excessive <br />heat, lack of moisture, overstress, or any other cause until final acceptance. <br />Particular care shall be taken to prevent the drying of concrete and to avoid <br />roughening or otherwise damaging the surface. Any concrete found to be damaged, <br />or which may have been originally defective, or which becomes defective at any time <br />prior to the final acceptance of the completed WORK, or which departs from the <br />established line or grade, or which, for any other reason, does not conform to the <br />requirements of the Contract Documents, shall be satisfactorily repaired or removed <br />and replaced with acceptable concrete. <br /> <br />END OF SECTION <br />