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AP Engineering and Tmestin& Inc. <br />r iMlsa€ <br />2607 Pomona Boulevard I Pomona, CA 91769 <br />t 909.869.6316 i f_ 909.969.6319 l wwwaptaboratont cimn <br />Maximum Dry Density w/ Rock Correction <br />(pcf) N/A <br />�s �+ <br />COMPACTION TEST <br />130 <br />Client: Advanced Earth Sciences <br />3589 <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.: 15 (Earthfill @ Subgrade at South) <br />Checked By: AP <br />Date: 06/08/15 <br />Sample Type: Bulk <br />Sample Date: N/A <br />18131 1 <br />Visual Sample Description: Silty Sand <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />o <br />Mold: 4 in. (101.6 mm) diameter <br />Compaction Method <br />X ASTM D1557 <br />Layers: 5 (Five) <br />ASTM D698 <br />METHOD <br />Preparation Method <br />Moist <br />MOLD VOLUME (CU.FT) 0.0333 <br />152.25 <br />X Dry <br />Maximum Dry Density (pcfl 100.5 <br />Maximum Dry Density w/ Rock Correction <br />(pcf) N/A <br />130 <br />Wt. Comp. Soil + Mold (gm.) <br />3589 <br />3662 <br />3705 <br />3673 <br />Wt. of Mold m. <br />1860 <br />1860 <br />1860 <br />1860 <br />Net Wt. of Soil m. <br />17291 <br />18021 <br />18451 <br />18131 1 <br />Y <br />N/A Z 110 <br />Soil Passing 3/8 in. (9.5 mm) Sieve <br />o <br />Mold: 4 in. (101.6 mm) diameter <br />o <br />Container No. <br />Layers: 5 (Five) <br />Blows per layer: 25 (twenty-five) <br />Wt. of Container m. <br />137.12 <br />149.62 <br />152.25 <br />149.96 <br />Wet Wt. of Soil + Cont. m. <br />346.99 <br />384.27 <br />308.91 <br />423.66 <br />Dry Wt. of Soil + Cont. (gm.) <br />315.84 <br />334.59 <br />278.72 <br />377.78 <br />Moisture Content (%) <br />17.43 <br />26.86 <br />23.87 <br />20.14 <br />Wet Density (pcf) <br />114.38 <br />119.18 <br />122.02 <br />119.91 <br />Dry Density (pcf) <br />1 97.40 <br />93.95 <br />98.51 <br />99.81 <br />Maximum Dry Density (pcfl 100.5 <br />Maximum Dry Density w/ Rock Correction <br />(pcf) N/A <br />130 <br />® ® <br />PROCEDURE USED <br />X METHOD A: Percent of Oversize: <br />2.3% <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: <br />Y <br />N/A Z 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 />Blows per layer : 56 (fifty-six) <br />90 � <br />0 <br />Optimum Moisture Content (%) 22,0 <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 40 <br />Moisture (%) <br />