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19 <br />CQA TEST RESULT EVALUATION <br />Media <br />Test Type <br />Test Method <br />Spec Test Failed Failed Re- Re -test Re -test Comments <br />Rqrmnt Failed Test Value test Loc Value <br />Identifier Loc # (x,y) <br />x, <br />Geosynthetic <br />Clay Liner <br />(GCL) <br />Placement/Panel <br />Layout <br />Subgrade Prep <br />GCL Conformance <br />Testing CQA <br />Moisture Content <br />ASTM D 2216 <br />Bentonite Mass Per <br />ASTM D 5993 <br />Unit Area <br />Index Flux <br />ASTM D 5887 <br />Low <br />Permeability <br />Soils Liner <br />Construction Testing <br />CQA <br />Water Content <br />ASTM D6938 <br />Nuke Gauge <br />ASTM D2216 <br />Lab Test <br />Density <br />ASTM D6938 <br />Nuke Gauge <br />Lab Test — See <br />Note 1 <br />Gradation Testing <br />ASTM D422 <br />Atterberg Limits <br />ASTM D4318 <br />Line of Optimums <br />Evaluation using 3 <br />Proctor technique <br />Specific Gravity <br />ASTM D854 <br />Modified Line of <br />Optimums Evaluation <br />using 1 Proctor <br />technique <br />Degree of Saturation <br />Calculation <br />Hydraulic <br />Conductivity with <br />Line of Optimums <br />19 <br />