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AP Engineering and Testing, Inc. <br />DBEIMBEISBE <br />2607 Pomona Boulevard I Pomona, GA 91768 <br />t. 909.869.6316 I f. 909.869.6318 I www.a laborato ,co <br />r ki o . 0 <br />Client: Advanced Earth Sciences AP Number: 15-0685 <br />Project Name: Foothill Landfill Area 2A Tested By: NG Date: 07/01/15 <br />Project No.: 14-101-01 Calculated By: JP Date: 07/02/15 <br />Sample No.: 32 Checked By: AP Date: 07/06/15 <br />Source: Foundation Layer Depth: 12" thick at SW -NW <br />Visual Sample Description: Sandy Silt <br />Compaction Method X ASTM D1557 <br />ASTM D698 <br />METHOD A Preparation Method Moist <br />MOLD VOLUME (CU.FT) 0.0333 X Dry <br />Maximum Dry Density (pcf) 101.6 Optimum Moisture Content (%) 19.0 <br />Maximum Dry Density w/ Rock Correction (pcf) N/A Optimum Moisture Content w/ Rock Correction (%) N/A <br />130 <br />PROCEDURE USED <br />Wt. Comp. Soil + Mold gm. <br />3697 <br />3700 <br />3628 <br />3534 <br />Wt. of Mold m. <br />1857 <br />1857 <br />1857 <br />1857 <br />Net Wt. of Soil m. <br />18401 <br />18431 <br />17711 <br />1677 <br />Container No. <br />a <br />IJ <br />Wt. of Container m. <br />144.88 <br />149.70 <br />143.04 <br />144.03 <br />Wet Wt. of Soil + Cont. m. <br />421.13 <br />348.87 <br />369.92 <br />328.76 <br />Dry Wt. of Soil + Cont. (gm.) <br />374.641 <br />312.01 <br />336.46 <br />304.85 <br />Moisture Content (%) <br />20.23 <br />22.71 <br />17.30 <br />14.87 <br />Wet Density (pcf) <br />121.69 <br />121.86 <br />117.10 <br />110.91 <br />Dry Density (pcf) <br />101.21 <br />99.31 <br />99.83 <br />96.56 <br />Maximum Dry Density (pcf) 101.6 Optimum Moisture Content (%) 19.0 <br />Maximum Dry Density w/ Rock Correction (pcf) N/A Optimum Moisture Content w/ Rock Correction (%) N/A <br />0 10 20 30 401 <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 />IJ <br />METHOD B: Percent of Oversize: N/A <br />ti 110 <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />c <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 30 401 <br />Moisture (%) <br />