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AP Engineering and Testing„ Inc. <br />DBEIMBEISB <br />2607 Pomona Boulevard I Pomona, CA 91768 <br />r- 909.859.6316 I f. 909.869.6318 I www.aotaboratDrrr.corn <br />XOTTiNI-114149�. <br />Client: Advanced Earth Sciences <br />AP Number: 15-0603 <br />Project Name: Foothill Landfill Area 2A <br />Tested By: AP <br />Date: 06/03/15 <br />Project No.: 14-101-01 <br />Calculated By: NN <br />Date: 06/05/15 <br />Sample No.: 14 (FDN Stockpile) <br />Checked By: AP <br />Date: 06/08/15 <br />Sample Type: Bulk <br />Sample Date: N/A <br />1860 <br />Visual Sample Description: Silty Sand <br />1 16641 <br />17401 <br />17801 <br />Compaction Method <br />X ASTM D1557 <br />ASTM D698 <br />METHOD A <br />Preparation Method <br />Moist <br />MOLD VOLUME (CU.FT) 0.0333 <br />X Dry <br />Maximum Dry Density (pco 99.0 <br />Maximum Dry Density w/ Rock Correction (pcf) N/A <br />130 <br />PROCEDURE USED <br />X METHOD A: Percent of Oversize: 0.1% <br />Soil Passing No. 4 (4.75 mm) Sieve <br />Mold: 4 in. (101.6 mm) diameter <br />Layers: 5 (Five) <br />Blows per layer : 25 (twenty-five) <br />METHOD B: Percent of Oversize: N/A <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />Mold : 4 in. (101.6 mm) diameter <br />Layers: 5 (Five) <br />Blows per layer: 25 (twenty-five) <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 />120 <br />100 <br />90 _� <br />0 <br />Optimum Moisture Content (%) 19.0 <br />Optimum Moisture Content w/ Rock Correction (%) N/A <br />® 100% Saturation @ S.G.= 2.6 <br />100% Saturation @ S.G.= 2.7 <br />® ®100% Saturation 0 S.G.= 2.8 <br />10 20 30 40 <br />Moisture (%) <br />Wt. Comp. Soil + Mold (gm.) <br />3524 <br />3600 <br />3640 <br />3629 <br />Wt. of Mold m. <br />1860 <br />1860 <br />1860 <br />1860 <br />Net Wt. of Soil m.) <br />1 16641 <br />17401 <br />17801 <br />1769 <br />Container No. <br />Wt. of Container (m.) <br />148.42 <br />143.70 <br />140.98 <br />145.62 <br />Wet Wt. of Soil + Cont. m. <br />390.95 <br />419.90 <br />380.72 <br />376.16 <br />Dry Wt. of Soil + Cont. (gm.) <br />363.00 <br />380.52 <br />341.75 <br />334.40 <br />Moisture Content (%) <br />13.03 <br />16.63 <br />19.41 <br />22.12 <br />Wet Density (pcf) <br />110.05 <br />115.08 <br />117.74 <br />117.02 <br />Dry Density (pcf) <br />97.37 <br />98.67 <br />98.60 <br />95.82 <br />Maximum Dry Density (pco 99.0 <br />Maximum Dry Density w/ Rock Correction (pcf) N/A <br />130 <br />PROCEDURE USED <br />X METHOD A: Percent of Oversize: 0.1% <br />Soil Passing No. 4 (4.75 mm) Sieve <br />Mold: 4 in. (101.6 mm) diameter <br />Layers: 5 (Five) <br />Blows per layer : 25 (twenty-five) <br />METHOD B: Percent of Oversize: N/A <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />Mold : 4 in. (101.6 mm) diameter <br />Layers: 5 (Five) <br />Blows per layer: 25 (twenty-five) <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 />120 <br />100 <br />90 _� <br />0 <br />Optimum Moisture Content (%) 19.0 <br />Optimum Moisture Content w/ Rock Correction (%) N/A <br />® 100% Saturation @ S.G.= 2.6 <br />100% Saturation @ S.G.= 2.7 <br />® ®100% Saturation 0 S.G.= 2.8 <br />10 20 30 40 <br />Moisture (%) <br />