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n <br />u <br />GeoSyntec Consultants <br />Test Type <br />Testing Method <br />Compaction <br />ASTM D1557-78: Density relations of soils and soil -aggregate mixtures using <br />(Modified Proctor) <br />10.0 lb (4.54 -kg) hammer and 18 -inch (457 -mm) drop. <br />.Particle Size <br />ASTM D422-63: Particle size analysis of soils. <br />ASTM D1140-54: Amount of materials in soils finer than the No. 200 sieve. <br />Classification, Soil Type <br />ASTM D2487-85: Classification of soils for engineering purposes. <br />Atterberg Limit <br />ASTM D4318-84: Liquid limit, plastic limit, and plasticity index of soils. <br />Laboratory Hydraulic <br />ASTM D5084-90: Hydraulic conductivity of saturated porous materials using a <br />Conductivity <br />flexible wall permeameter. <br />Water Content <br />ASTM D2216-80: Laboratory determination of water (moisture) content of soil. <br />ASTM D4643: Determination of water (moisture) content of soil by the <br />microwave method. <br />Classification, Soil Type <br />ASTM D2488-84: Standard practice for description and identification of soils <br />(visual -manual procedure). <br />Nuclear Density <br />ASTM D2922-81: Density of soil and soil aggregate in place by nuclear <br />methods. <br />Field Density <br />ASTM D1556-82: Density of soil in place by the sand cone method. <br />Interface Direct Shear <br />ASTM D 5321-92: Determining the Coefficient of Soil and Geosynthetic <br />Friction by the Direct Shear Method. <br />6.2 Geosynthetic Drainage Laver Testing <br />The CQA Team will perform the following duties and tests as part of the <br />geosynthetic drainage layer testing program: <br />• Review Contractor's submittals of manufacturer's quality control testing and <br />certifications. <br />I:\ALLIED\FORWARD\CLOSURE\REPORT\CQA REPORT 6-7 99.11.30 <br />