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i <br />1 <br />1 <br />1 <br />i <br />Typical Representative Tests <br />Compaction tests; <br />Atterberg Limits; <br />Grain size distribution; and <br />Specific gravity. <br />Strength and permeability tests will only be required when a <br />significant change in borrow material is detected. <br />Typical Construction Control Tests <br />• Moisture-density test w/nuclear gage; <br />• Moisture content; <br />• Rapid compaction test; <br />• Grain size distribution; and <br />• Atterberg Limits. <br />Acceptance/Rejection Criteria <br />Berm Fill <br />Minimum allowable density = 95% of maximum dry density <br />Moisture content = 2% dry to 2% wet of optimum <br />Leach Pad Fill <br />Minimum allowable density = 95% of maximum dry density <br />Moisture content = 2% dry to 2% wet of optimum <br />Soil Liner Fill <br />Minimum allowable density = 95% of maximum dry density <br />Moisture content = 2% dry to 2% wet of optimum <br />N-31 <br />