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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 />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 is <br />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 11. <br />B. Mixing Water <br />Section 03330 Page 1 of 2 September 3, 2008 <br />Flowable Fill Revision 1 <br />SAProjects \1125E CCV CQAU - Tech Specs \03330.r1.doc <br />