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AP Engineering and Testing, Inc. <br />DBEIMBEISBE <br />2607 Pomona Boulevard I Pomona, CA 91768 <br />L 909.869.6316 I f. 909.869.6318 I www.aalaboratory.com <br />0 1,1 <br />' r • <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 />17 <br />Checked By: AP <br />Source: <br />Earthfill at Subgrade at South <br />Depth (ft.): N/A <br />Visual Sample Description: Silty Sand <br />18011 <br />1797 <br />16471 <br />Compaction Method <br />METHOD � Preparation Method <br />MOLD VOLUME (CU.FT) 0.0333 <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 />Maximum Dry Density (pcf) gg,p Optimum Moisture Content (%) 23.5 <br />Maximum Dry Density w/ Rock Correction (pcf) N/A Optimum Moisture Content w/ Rock Correction <br />130 <br />PROCEDURE USED <br />Wt. Comp. Soil + Mold (gm.) <br />3660 <br />3656 <br />3506 <br />3600 <br />Wt. of Mold m. <br />1859 <br />1859 <br />1859 <br />1859 <br />Net Wt. of Soil m. <br />18011 <br />1797 <br />16471 <br />1741 <br />a <br />METHOD B: Percent of Oversize: N/A <br />Container No. <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />0 <br />Wt. of Container m. <br />144.90 <br />137.10 <br />148.44 <br />149.65 <br />Wet Wt. of Soil + Cont. m. <br />405.91 <br />425.63 <br />355.14 <br />387.22 <br />Dry Wt. of Soil + Cont. (gm.) <br />354.75 <br />364.10 <br />321.86 <br />344.80 <br />Moisture Content (%) <br />24.38 <br />27.11 <br />19.19 <br />21.74 <br />Wet Density (pcf) <br />119.11 <br />118.85 <br />108.93 <br />115.15 <br />Dry Density (pcf) <br />95.77 <br />93.50 <br />91.39 <br />94.59 <br />Maximum Dry Density (pcf) gg,p Optimum Moisture Content (%) 23.5 <br />Maximum Dry Density w/ Rock Correction (pcf) N/A Optimum Moisture Content w/ Rock Correction <br />0 10 20 30 40 <br />Moisture (%) <br />130 <br />PROCEDURE USED <br />X <br />METHOD A: Percent of Oversize: 0.0% <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 />'� 110 <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />0 <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 />0 10 20 30 40 <br />Moisture (%) <br />