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AP Engineering and resting, Inc. <br />EIMBEISBE <br />2607 Pomona --Boulevard I Pomona, CA. 91769 <br />L 909.$69.6316 I f. 909.869.6318 1 vnvw.ao4aboratorv.com <br />COMPACTION TEST <br />Client: Advanced Earth Sciences AP Number: 15-0603 <br />Project Name: Foothill Landfill Area 2A Tested By: LS Date: 06/02/15 <br />Project No.: 14-101-01 <br />Sample No.: 12 (Operations Stockpile) <br />Sample Type: Bulk <br />Visual Sample Description: Sand with silt <br />METHOD <br />MOLD VOLUME (CU.FT) 0.0333 <br />Calculated By: NN Date: 06/03/15 <br />Checked By: AP Date: 06/08/15 <br />Sample Date: N/A <br />Compaction Method X ASTM D1557 <br />ASTM D698 <br />Preparation Method Moist <br />X Dry <br />Maximum Dry Density (pct) 104.5 <br />Maximum Dry Density w/ Rock Correction <br />(pco N/A <br />130 <br />Wt. Comp. Soil + Mold m.) <br />3712 <br />3769 <br />3732 <br />3631 <br />Wt. of Mold m. <br />1861 <br />1861 <br />1861 <br />1861 <br />Net Wt. of Soil m. <br />185111 <br />19,08118711 <br />1770 <br />2 <br />N/A Z110 <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />c <br />o <br />Mold: 4 in. (101.6 mm) diameter <br />o <br />Container No. <br />Blows per layer: 25 (twenty-five) <br />Wt. of Container (m.) <br />148.71 <br />143.87 <br />142.00 <br />142.87 <br />Wet Wt. of Soil + Cont. m. <br />371.49 <br />438.28 <br />406.64 <br />429.43 <br />Dry Wt. of Soil + Cont. (gm.) <br />336.22 <br />387.18 <br />355.44 <br />389.44 <br />Moisture Content (%) <br />18.81 <br />21.00 <br />23.99 <br />16.22 <br />Wet Density (pcf) <br />122.42 <br />126.19 <br />123.74 <br />117.03 <br />Dry Density (pcf) <br />103.04 <br />104.29 <br />99.80 <br />100.701 1 <br />Maximum Dry Density (pct) 104.5 <br />Maximum Dry Density w/ Rock Correction <br />(pco N/A <br />130 <br />® ® <br />PROCEDURE USED <br />X METHOD A: Percent of Oversize: <br />2.8% <br />Soil Passing No. 4 (4.75 mm) Sieve <br />Mold: 4 in. (101.6 mm) diameter <br />120 <br />Layers: 5 (Five) <br />Blows per layer : 25 (twenty-five) <br />METHOD B: Percent of Oversize: <br />2 <br />N/A Z110 <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />c <br />o <br />Mold: 4 in. (101.6 mm) diameter <br />o <br />Layers: 5 (Five) <br />Blows per layer: 25 (twenty-five) <br />100 <br />METHOD C: Percent of Oversize: N/A <br />Soil Passing 3/4 in. (19.0 mm) Sieve <br />Mold: 6 in. (152.4 mm) diameter <br />Layers: 5 (Five) <br />Blows per layer : 56 (fifty-six) <br />90+ <br />0 <br />Optimum Moisture Content <br />Optimum Moisture Content w/ Rock Correction <br />® <br />100% Saturation @ S.G.= 2.6 <br />® 100% Saturation @ S.G.= 2.7 <br />-100% Saturation @ S.G.= 2.8 <br />10 20 30 40 <br />Moisture (%) <br />