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��i�Tc APPLIED TESTING CONSULTANTS <br /> MATERIALS ENGINEERING TESTING AND INSPECTION <br /> ASTM 1557 Moisture/Density Curve <br /> Sample No T-1 <br /> client. Alliance Environmental Date 3-Jun-98 <br /> Address- 3060 Thomtree Drive Ste 60 Tech B. Carter <br /> City.state zip. Chico, CA 95973 <br /> AM Willy Irwin <br /> Project. Stockton Army Air Facility <br /> Soil Description Silty sand <br /> Trial No 1 2 3 4 <br /> Water Added 150 1 250 350 Sample Weight 5000 grams <br /> Grans compacted wt 6932 7037 7008 <br /> Container Tare. 2765 2765 2765 <br /> Not compacted wt. 4167 4272 4243 <br /> Wet density,pof: 1225, 1256 124.7 <br /> Dry density,pcf, 1 10741 108 2 110531 g <br /> Pan No 1 2 3 4 Rock Correction' ASTM D4718 <br /> Gross wet wt. 982.1 1073.3 9834 Total sample wt <br /> Gross dry wt. 871.3 9368 843.5 +314 rock wt <br /> Pan tare 86.6 86.5 866 %of+314 rock <br /> Net dry wt 7847 8503 7569 Specific Gravity of+314 <br /> Moisture IQ" 110.81 136.5 13991 Rock add density <br /> %Moisture Content. 141%1 161% 185%1 <br /> 1090 <br /> 10801 <br /> � I ' <br /> 1070 <br /> 1080 :t:tl <br /> y=-38057x2+ 11934x+ 1472 <br /> 1 . <br /> R2-1 - <br /> 105 0 <br /> 130% 140% 150% 160% 170% 180% 190% 200% <br /> ilty, <br /> Moisture Content(°/.of dry weight) <br /> Max densefrom curve: 108.3 <br /> TMax adjusted density: 108.3 pcf optimum moisture: 5.7% <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 />