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• PART 1: GENERAL <br />1.01 RELATED SECTIONS: <br />Refer to the following Sections for related work: <br />Section 02200.0 - Euthworks <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 cemented rockfill shall contain the <br />following information: <br />1. Total gallons of water per cubic yard. <br />2. Brand, type, composition, and quantity of cement. <br />3. Time of initial set. <br />4. Placement and compaction technique, including chute arrangement to transfer material <br />from truck to bottom of underground working without contaminating the Cemeuted <br />Rockfill with loose surficial soils. <br />• 5. Method of mixing the aggregate and cement, and transporting the Cemented Rockfill. <br />1.03 TOLERANCES: <br />Cemented rockfill 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 <br />acceptance 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 C 150, Type V. <br />B. Fine Shaft Backfill <br />2.02 MIXES: <br />A. Cemented Rockfill: <br />]. Maximum Aggregate size of 2-inch. <br />2. 6 percent (by dry weight) cement. <br />L J <br />Section 03310 Page 1 of 2 December 9, 1998 <br />Cemented Rockfill Golder Associates Revision 0 <br />