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amec* <br />• <br />0 <br />SECTION 03310.0 CEMENTED ROCKFILL <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 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 from <br />truck to bottom of underground working without contaminating the Cemented Rockfill with <br />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 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 C 150, Type V. <br />B. Fine Shaft Backfill <br />Section 03310 <br />Cemented Rockfill <br />SAProjects \1125E CCV CQA \I - Tech Specs \03310.r1.doc <br />Page 1 of 2 <br />September 3, 2008 <br />Revision 1 <br />