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AP Engineering and Testing, Inc. <br />DBEIMBEISBE <br />2607 Pomona Boulevard I Pomona, CA 91768 <br />t. 909.869.6316 I f. 909.869.6318 I www.aplaboratory.com <br />Wt. Comp. Soil + Mold (gm.) <br />COMPACTION TEST <br />Client: <br />Advanced Earth Sciences <br />3738 <br />Project Name: <br />Foothill Landfill Area 2A <br />Tested By: AP <br />Project No.: <br />14-101-01 <br />Calculated By: JP <br />Sample No.: <br />19 <br />Checked By: AP <br />Source: <br />Earthfill at Subgrade at South <br />Depth (ft.): N/A <br />Visual Sample Description: Silty Sand <br />Blows per layer: 25 (twenty-five) <br />Container No. <br />Compaction Method <br />METHOD <br />� <br />Wt. of Container (m.) <br />Preparation Method <br />MOLD VOLUME <br />(CU.FT) <br />0.0333 <br />Wet Wt. of Soil + Cont. m. <br />385.85 <br />Wt. Comp. Soil + Mold (gm.) <br />3689 <br />3790 <br />3783 <br />3738 <br />Wt. of Mold m. <br />1859 <br />1859 <br />1859 <br />1859 <br />Net Wt. of Soil m. <br />1830 <br />1931 <br />1924 <br />1879 <br />Layers: 5 (Five) <br />Blows per layer: 25 (twenty-five) <br />Container No. <br />a <br />METHOD B: Percent of Oversize: N/A <br />Wt. of Container (m.) <br />149.80 <br />149.69 <br />149.84 <br />149.82 <br />Wet Wt. of Soil + Cont. m. <br />385.85 <br />474.23 <br />447.22 <br />497.14 <br />Dry Wt. of Soil + Cont. (gm.) <br />354.25 <br />423.55 <br />395.24 <br />432.00 <br />Moisture Content (%) <br />15.46 <br />18.51 <br />21.18 <br />23.08 <br />Wet Density (pcf) <br />121.00 <br />127.71 <br />127.25 <br />124.27 <br />Dry Density (pcf) <br />104.80 <br />107.771 <br />105.01 <br />100.97 <br />Maximum Dry Density (pcf) 108.0 <br />Maximum Dry Density w/ Rock Correction (pco N/A <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 />AP Number: <br />15-0618 <br />130 <br />PROCEDURE USED <br />Date: <br />06/12/15 <br />X METHOD A: Percent of Oversize: 0.3% <br />06/16/15 <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 />a <br />METHOD B: Percent of Oversize: N/A <br />'� <br />110 <br />Soil Passing 3/8 in. (9.5 mm) Sieve <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 />AP Number: <br />15-0618 <br />Date: <br />06/11/15 <br />Date: <br />06/12/15 <br />Date: <br />06/16/15 <br />X ASTM D1557 <br />ASTM D698 <br />Moist <br />X Dry <br />Optimum Moisture Content (%) 19.3 <br />Optimum Moisture Content w/ Rock Correction (%) N/A <br />10 20 30 <br />Moisture (%) <br />