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Test and ASTM <br />Designation <br />Subgrade <br />(cy) <br />Structural <br />Fill <br />(cy) <br />Select <br />Structural <br />Fill <br />(cy) <br />Underdrain <br />Fill <br />(cy) <br />Compaction <br />(ASTM D698) <br />50,000 <br />50,000 <br />50,000 <br />-- <br />Particle Size <br />(ASTM C117, C136, D1140) <br />50,000 <br />50,000 <br />50,000 <br />5,000 <br />Atterberg Limit <br />(ASTM D4318) <br />-- <br />50,000 <br />-- <br />5,000 <br />Moisture Content <br />(ASTM D2216) <br />2,000 <br />2,000 <br />2,000 <br />5,000 <br />Nuclear Density <br />(ASTM D2922) <br />2,000 <br />2,000 <br />2,000 <br />-- <br />• <br />• <br />• <br />• copies of surveyors certificate; <br />• fill temperature monitoring results; <br />• staff schedule summary; <br />• a description of significant construction problems and the resolution of these problems; <br />• changes to the DRAWINGS or SPECIFICATIONS and the justification for these changes; <br />• record drawings, and <br />• a statement certifying that construction was completed in compliance with the DRAWINGS <br />and SPECIFICATIONS, signed, and sealed by the CERTIFYING ENGINEER registered in <br />the State of Colorado. <br />Section 01400.1 <br />Earthworks CQA Plan <br />S: \Projects \1125E CCV CQA \I - Tech Specs \01400.111.doc <br />TABLE 1 <br />SOIL CONSTRUCTION TESTING FREQUENCY' <br />VOLUME PER TEST <br />amec <br />1. Tests shall be performed at the specified frequency or one per material type, whichever is greater. <br />2. Use the USCS for description and identification (ASTM D2488). <br />3. In -place moisture content. <br />TABLE 2 <br />SOIL CONSTRUCTION TESTING FREQUENCY <br />VOLUME PER TEST' <br />Page 8 of 9 September 3, 2008 <br />Revision 1 <br />