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APPENDIX U <br />Tasks <br />TEST METHOD <br />TEST FREQUENCY <br />Appropriate Party <br />Geosynthetic Clay <br />Liner GCL <br />Bentonite MQA <br />Swell Index <br />ASTM D5890 <br />1 test per 100,000 ft <br />Fluid Loss <br />ASTM D5891 <br />1 test per 100,000 ft <br />Composite MQA <br />Peel Strength <br />ASTM D6496 <br />1 test per 100,000 ft <br />Grab Strength/ lonation <br />ASTM D4632 <br />1 test per 100,000 ft <br />Bentonite Mass/Unit Area <br />MARV"' <br />ASTM D5993 <br />1 test per 100,000 ft <br />Permeability/Flux, max <br />ASTM D5887 <br />1 test per 100,000 ft <br />GCL Conformance <br />Testing C A <br />Placement/Panel Layout <br />Subgrade Pre <br />Moisture Content <br />ASTM D 2216 <br />1 test per 100,000 ft <br />Bentonite Mass Per Unit <br />Area <br />ASTM D 5993 <br />1 test per 100,000 ft <br />Index Flux <br />ASTM D 5887 <br />1 test per 100,000 ft <br />Low Permeability <br />Soils Liner Lift <br />Construction Testing <br />C A <br />Water Content <br />ASTM D6938 <br />Nuke Gauge <br />4 per acre/lift: 0.25 ac <br />ASTM D2216 <br />Lab Test <br />1 per 2.5 acres <br />Density <br />ASTM D6938 <br />Nuke Gauge <br />4 per acre /lift: 0.25 ac <br />Lab Test — See Note 1 <br />1 per 2.5 acres <br />Gradation Testing <br />ASTM D422 <br />1/1,000 d <br />Atterberg Limits <br />ASTM D4318 <br />1 per 1,000 yd or 1 per lift <br />whichever yields larger number of <br />tests <br />Line of Optimums <br />Evaluation using 3 Proctor <br />techni ue <br />1 per 10,000 yd3 or change of <br />material type <br />Specific Gravity <br />ASTM D854 <br />1 per material type <br />PR -02 10/12 <br />