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K __ I <br />RK <br />SMITH WILLIAMS CONSULTANTS, INC. <br />¦ test data sheets; <br />¦ copies of weekly reports; <br />¦ CQA test results, including date, test locations and resolutions of deficient test results; <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 />TABLE 1 <br /> <br />0 <br />SOIL CONSTRUCTION TESTING FREQUENCY' <br />VOLUME PER TEST <br /> Select <br /> Structural 'Structural Underdrain <br />Test and ASTM Subgrade Fill Fill Fill <br />Designation c c <br />Compaction 50,000 50,000 50,000 <br />(ASTM D698 <br />Particle Size2 50,000 50,000 50,000 5,000 <br />(ASTM C117 C136 DI 140 <br />Atterberg Limit -- 50,000 -- 5,000 <br />(ASTM D4318 <br />Moisture Contene 2,000 2,000 2,000 5,000 <br />(ASTM D2216 <br />Nuclear Density 2,000 2,000 2,000 <br />(ASTM D2922 <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 />Section 01400.1 Page 8 of 9 <br />Earthworks CQA Plan <br />SAProjects\1125 CC&V Phase 5 VLF\I - Tech SpecsVkequa\01400.1.r0.doc <br />March 14, 2008 <br />Revision 0