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APPLIED TESTING CONSULTANTS <br />4Ls ENGINEERING TESTING AND INSPECTION <br />ASTM 1657 Moisture/Density <br />client: <br />Address: <br />City, State Zap: <br />Attn: <br />project: <br />SoilDescription: <br />Water Added <br />Gross compacted wt: <br />Container Tare:.., <br />Net wt: <br />Wet density. pit <br />Dry density. pcf; <br />G2TiiL13 <br />Gross wet wt: <br />Gross dry wt: <br />Pan tare: <br />Net dry wt: <br />Moisture loss: <br />% Moisture Content: <br />Alliance Environmental <br />mi <br />95973 <br />Willy Irwin <br />• •.'.. Army Air Facility <br />Silty • <br />Sample NO: T-2 <br />jute: 9 -Jun -98 <br />B. <br />Sample Weight: — <br />Total Sample wt: <br />+314 rock wt: <br />% of +314 rock: <br />Specific Gravity of +3/4: <br />Rock adj. density: <br />100.0 <br />12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 16.0% 19.0% 20.0% <br />Moisture Content (% of dry weight) <br />curve: 111.7 <br />Max adjusted density: 111.7 pcf Optimum moisture: <br />This test was performed per ASTM 1557 Reviewed by: <br />3080 Thomtree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891.4243 <br />if I.... <br />O <br />Sample NO: T-2 <br />jute: 9 -Jun -98 <br />B. <br />Sample Weight: — <br />Total Sample wt: <br />+314 rock wt: <br />% of +314 rock: <br />Specific Gravity of +3/4: <br />Rock adj. density: <br />100.0 <br />12.0% 13.0% 14.0% 15.0% 16.0% 17.0% 16.0% 19.0% 20.0% <br />Moisture Content (% of dry weight) <br />curve: 111.7 <br />Max adjusted density: 111.7 pcf Optimum moisture: <br />This test was performed per ASTM 1557 Reviewed by: <br />3080 Thomtree Drive, Ste. 35 - Chico, CA 95973 - Telephone: (530) 891-6625 - Facsimile: (530) 891.4243 <br />