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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 €. 909.869.6318 I www.aplaboratory.com <br />Client: <br />Advanced Earth Sciences <br />Date: <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 />16 <br />Checked By: AP <br />Source: <br />Foundation Stockpile <br />Depth (ft.): N/A <br />Visual Sample Description: Silty Sand <br />17811 <br />18221 <br />18131 <br />Compaction Method <br />METHOD � Preparation Method <br />MOLD VOLUME (CU. FT) 0.0333 <br />AP Number: <br />15-0618 <br />Date: <br />06/10/15 <br />Date: <br />06/11/15 <br />Date: <br />06/16/15 <br />X ASTM D1557 <br />ASTM D698 <br />Moist <br />X Dry <br />Maximum Dry Density (pcf) g7,5 <br />Maximum Dry Density w/ Rock Correction (pcf) 100.7 <br />130 <br />PROCEDURE USED <br />Wt. Comp. Soil + Mold m. <br />3640 <br />3681 <br />3672 <br />3555 <br />Wt. of Mold m. <br />1859 <br />1859 <br />1859 <br />1859 <br />Net Wt. of Soil m. <br />17811 <br />18221 <br />18131 <br />16961 1 <br />n <br />METHOD B: Percent of Oversize: N/A <br />Container No. <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />o <br />Wt. of Container m.) <br />149.01 <br />142.26 <br />142.46 <br />148.43 <br />Wet Wt. of Soil + Cont. m. <br />445.01 <br />430.74 <br />414.79 <br />447.80 <br />Dry Wt. of Soil + Cont. (gm.) <br />392.15 <br />374.72 <br />357.82 <br />400.33 <br />Moisture Content (%) <br />21.74 <br />24.10 <br />26.45 <br />18.84 <br />Wet Density (pcf) <br />117.79 <br />120.47 <br />119.87 <br />112.14 <br />Dry Density (pcf) <br />96.76 <br />97.08 <br />94.801 <br />94.36 <br />Maximum Dry Density (pcf) g7,5 <br />Maximum Dry Density w/ Rock Correction (pcf) 100.7 <br />Optimum Moisture Content (%)23.0 <br />Optimum Moisture Content w/ Rock Correction (%) 21.3 <br />Saturation ie & <br />■■MMMMlWMM■■■M■vMM� <br />0 10 20 30 40 <br />130 <br />PROCEDURE USED <br />X <br />METHOD A: Percent of Oversize: 7.5% <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 />n <br />METHOD B: Percent of Oversize: N/A <br />Zi 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 />90 <br />Blows per layer: 56 (fifty-six) <br />Optimum Moisture Content (%)23.0 <br />Optimum Moisture Content w/ Rock Correction (%) 21.3 <br />Saturation ie & <br />■■MMMMlWMM■■■M■vMM� <br />0 10 20 30 40 <br />