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ameO <br /> SECTION 03330.0 FLOWABLE FILL <br /> PART 1: GENERAL <br /> 1.01 RELATED SECTIONS <br /> Refer to the following Sections for related work: <br /> ■ Section 02200.0—Earthworks <br /> ■ Section 02210.0—Underground Working Remediation <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 flowable fill shall contain the following <br /> information: <br /> 1. Total gallons of water per cubic yard. <br /> 2. Brand,type,composition,and quantity of cement. <br /> 3. Specific gravity and gradation of each aggregate. <br /> 4. Ratio of fine to total aggregates. <br /> 5. Weight(surface dry)of each aggregate per cubic yard. <br /> 6. Brand, type, ASTM designation, active chemical ingredients, and quantity of each <br /> admixture. <br /> 7. Time of initial set. <br /> 8. Method of mixing the aggregate and cement,and transporting the Flowable Fill. <br /> 1.03 TOLERANCES <br /> Flowable fill shall be placed to the lines and dimensions shown on the DRAWINGS. <br /> 1.04 QUALITY ASSURANCE <br /> A. Any Work found unsatisfactory or any Work disturbed by subsequent operations before acceptance <br /> is granted shall be corrected by CONTRACTOR,at no additional cost to CC&V. <br /> PART 2: PRODUCTS <br /> 2.01 MATERIALS <br /> A. Portland Cement:ASTM C150,Type II. <br /> Section 03330 Page 1 of 2 May 9,2012 <br /> Flowable Fill Revision 1 <br />