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TABLE 2 <br />SOIL CONSTRUCTION TESTING FREQUENCY <br />VOLUME PER TEST' <br />,Test and"';! -' <br />u' r',:ASTM <br />.Designation ` <br /> <br /> <br />? •r <br /> <br />7 1•. <br />?• 1 {Low Volume Solution <br />; Collection Fill, <br />Bedding Fill. Leak <br />Detection Fill,. <br />and Pipe Bedding Fill + Soil Liner`: <br />"Fill <br />(cy) ` <br /> <br />° <br /> <br />f Drain'Cover' <br />Fill <br />(cy) <br /> <br /> <br />J <br /> <br /> <br />N <br />Compaction 5,000 <br />(ASTM D698) <br />Particle Size' 10,000 5,000 20,000 <br />(ASTM C117, C136, <br />D1140) <br />Atterberg Limit 10,000 5,000 20,000 <br />(ASTM D4318) <br />Moisture Content' 10,000 500 20,000 <br />(ASTM D2216) <br />Permeability' - 5,000 <br />(ASTM D5084/2434) <br />Nuclear Density 500 -- <br />1 . Tests shall be performed at the specified frequency or one per material type, whichever <br />is greater. <br />2. Use the USCS for description and identification (ASTM D2488). <br />3. In-place Moisture Content. <br />4. If the permeability of Soil Liner Fill is higher than 9.000" cm/sec, an additional <br />permeability test will be performed on a sample located within a 10 foot radius of the <br />sample in question. If the permeability of the Soil Liner Fill is higher than 1.0x105 <br />cm/sec, 4 additional samples will be obtained from with 135,000 square foot area <br />centered about the failing test. This testing sequence will be repeated if additional <br />failing permeability tests are measured. <br />• • • END OF SECTION • • <br />Section 01400.1 Page 11 of 11 March 22, 2000 <br />Earthworks CQA Plan Golder Associates Revision 5 <br />1:19%20 %hr1 1 r•po1\sP•CS%014001r5.C0c