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SECTION 03300.0 CAST-IN-PLACE CONCRETE <br />i• <br />1.01 RELATED SECTIONS: <br />PART 1: GENERAL <br />Refer to the following Sections for related work: <br />Section 02200.0 -Earthworks <br />Section 03220.0 -Reinforcing Steel <br />1.02 SUBMITTALS: <br />A. CONTRACTOR shall provide product data to allow evaluation by MANAGER and <br />CERTIFYING ENGINEER. <br />B. CONTRACTOR'S mix design for each tentative mix for concrete shall contain the following <br />information: <br />Slump on which design is based. <br /> <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />9. <br />1.03 TOLERANCES: <br />Total gallons of water per cubic Yazd. <br />Brand, type, composition, and quantity of cement. <br />Specific gravity and gadation of each aggregate. <br />Ratio of fine to total aggregates. <br />Weight (surface dry) of each aggregate per cubic yazd. <br />Brand, type, ASTM designation, active chemical ingredients, and quantity of each <br />admixture. <br />Time of initial set. <br />Concrete shall be placed to the lines and dimensions shown on the DRAWINGS. <br />1.04 QUALITY ASSURANCE: <br />A. All concrete testing (both field and laboratory testing) will be the responsibility of <br />CONTRACTOR CONTRACTOR shall be responsible for cooperating with CQA Monitor <br />during all testing activities. CONTRACTOR shall provide equipment and labor to assist CQA <br />Monitor in sampling, if requested, and shall also provide access to all azeas requiring testing <br />activities. <br />B. Any Work found unsatisfactory or any Work dishubed by subsequent operations before <br />acceptance is granted shall be corrected by CONTRACTOR. <br />• <br />PART 2: PRODUCTS <br />2.01 MATERIALS: <br />A. Portland Cement, ASTM C 150, Type II. <br />Section 03300 Page 1 of 4 <br />Cast-In-Place Concrete Golder Associates <br />i.WOV20l\0900\CF.R'(REPJB VMPPOmNPPt1UJ300R4 DOC <br />March 22, 2000 <br />Revision 4 <br />