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TABLE 2 <br />• <br />I • <br />SOIL CONSTRUCTION TESTING FREQUENCY <br />VOLUME PER TESTI <br /> <br />Test aitd <br />Low S'olume 5oIufton ~ ~, <br />` .;Boll LJneri <br />'Drain Cover ::. <br />ASTM, <br />? <br />~ CollectionFtill,.Beddmg ~dl <br />! FdC <br />besJgnatton FiII, Leak Detection (eg} fey) <br />~: q <br />} FdI, <br /> andPtpeBeddingIitR ~ r <br /> (cy} <br /> <br />Compaction -- 5,000 -- <br />(ASTM D698) <br />Particle Size2 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 />Nucleaz Density -- 500 -- <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 />4. If the permeability of Soil Liner Fill is higher than 9.0x10'] cm/sec, an additional permeability test will <br />be performed on a sample located within a 10 foot radius of the sample in question. If the permeability <br />of the Soil Liner Fill is higher than I.Ox10~ cm/sec, 4 additional samples will be obtained from with <br />135,000 squaze foot area centered about the failing test. This testing sequence will be repeated if <br />additional failing permeability tests aze measured. <br />*** END OF SECTION *** <br />I • <br />SeMion 01400.1 Page 10 of 10 Mazch 22, 2000 <br />Earthworks CQA Plan GOlder Associates Revision 5 <br />1 \04JOBS\0.13-21]0\iVC CERTIFICATION REPORTWHASE NC OSA CER]~APPENDICIESWPPENDIX E TECHMCAL SPECIf1CAT10NS\014001R5 DOC <br />