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1MEW_WQ= AP Engineering and Testing, Inc. <br />momDEEIMBEISBE <br />2607 Pomona Boulevard I Pomona, CA 9176& <br />t. 9MO69.6316 I f. 409.869.6319 I www.aataboratarv.com <br />COMPACTION TEST <br />Client: Advanced Earth Sciences <br />Project Name: Foothill Landfill Area 2A <br />Project No.: 14-101-01 <br />Sample No.: 13 (FDN Stockpile) <br />Sample Type: Bulk <br />Visual Sample Description <br />AP Number: 15-0603 <br />Tested By: <br />AP Date: 06/03/15 <br />Calculated By: <br />NN Date: 06/05/15 <br />Checked By: <br />AP Date: 06/08/15 <br />Sample Date: <br />N/A <br />Silty Sand <br />Compaction Method X ASTM D1557 <br />METHOD <br />MOLD VOLUME (CU.FT) <br />A <br />0.0333 <br />® ® <br />PROCEDURE USED <br />Preparation Method <br />ASTM D698 <br />Moist <br />X Dry <br />Soil Passing No. 4 (4.75 mm) Sieve <br />Mold: 4 in. (101.6 mm) diameter <br />110 <br />Wt. Comp. Soil + Mold m.) <br />3591 <br />3657 <br />3650 <br />3499 <br />Wt. of Mold m. <br />1860 <br />1860 <br />1860 <br />1860 <br />Net Wt. of Soil m. <br />17311 <br />1797 <br />1790 <br />16391 1 <br />90 <br />Container No. <br />Wt. of Container (m.) <br />149.69 <br />148.63 <br />141.46 <br />141.46 <br />Wet Wt. of Soil + Cont. (m.) <br />394.09 <br />378.52 <br />385.34 <br />408.54 <br />Dry Wt. of Soil + Cont. (gm.) <br />347.77 <br />330.70 <br />331.95 <br />361.95 <br />Moisture Content (%) <br />23.38 <br />26.26 <br />28.03 <br />21.13 <br />Wet Density (pcf) <br />114.48 <br />118.85 <br />118.39 <br />108.41 <br />Dry Density (pcf) <br />92.79 <br />94.131 <br />92.471 <br />89.50 <br />Maximum Dry Density (pcf) 94.5 <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 />80 + <br />0 <br />Optimum Moisture Content (%) 25.0 <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 @ S.G.= 2.8 <br />10 20 30 <br />Moisture (%) <br />120 <br />® ® <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 />110 <br />Layers: 5 (Five) <br />Blows per layer : 25 (twenty-five) <br />� <br />-L <br />METHOD B: Percent of Oversize: N/A <br />w <br />100 <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />o <br />Mold: 4 in. (101.6 mm) diameter <br />Z <br />0 <br />Layers: 5 (Five) <br />Blows per layer : 25 (twenty-five) <br />90 <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 />80 + <br />0 <br />Optimum Moisture Content (%) 25.0 <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 @ S.G.= 2.8 <br />10 20 30 <br />Moisture (%) <br />