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AP Engineering and Testing, Inc. <br />DBE I MBE I SBE <br />2687 Pomona Boulevard I Pornana, CA 91768 <br />t 909.869.6316 I f_ 909.869.6318 I w wv.aotahorat orv_cotn <br />C��1►�i1�_[��L�7�r�c�'�1 <br />Client: <br />Advanced Earth Sciences <br />Date: <br />Project Name: <br />Foothill Landfill Area 2A <br />Tested By: NG <br />Project No.: <br />14-101-01 <br />Calculated By: AP <br />Sample No.: <br />Sample -1 <br />Checked By: AP <br />Sample Type: <br />Bulk <br />Sample Date: 05-08-15 <br />Visual Sample Description: Clayey Sand <br />17751 <br />18281 <br />17971 <br />Compaction Method <br />METHOD A Preparation Method <br />MOLD VOLUME (CU.FT) 0.0333 <br />AP Number: <br />15-0521 <br />Date: <br />05/12/15 <br />Date: <br />05/13/15 <br />Date: <br />05/18/15 <br />X ASTM D1557 <br />ASTM D698 <br />Moist <br />X Dry <br />Maximum Dry Density (pcf) g8,5 <br />Maximum Dry Density w/ Rock Correction (pcf) N/A <br />130 <br />PROCEDURE USED <br />X METHOD A: Percent of Oversize: zero <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 (%) 23.0 <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 (m.) <br />3637 <br />3690 <br />3659 <br />3539 <br />Wt. of Mold m. <br />1862 <br />1862 <br />1862 <br />1862 <br />Net Wt. of Soil m. <br />17751 <br />18281 <br />17971 <br />1677 <br />Container No. <br />Wt. of Container (m.) <br />152.13 <br />147.78 <br />136.38 <br />145.78 <br />Wet N. of Soil + Cont. m. <br />446.24 <br />514.09 <br />464.38 <br />444.11 <br />Dry Wt. of Soil + Cont. (gm.) <br />394.24 <br />443.18 <br />395.99 <br />395.05 <br />Moisture Content (%) <br />21.48 <br />24.00 <br />26.34 <br />19.68 <br />Wet Density (pcf) <br />117.39 <br />120.90 <br />118.85 <br />110.88 <br />Dry Density (pcf) <br />96.64 <br />97.50 <br />94.07 <br />92.651 1 <br />Maximum Dry Density (pcf) g8,5 <br />Maximum Dry Density w/ Rock Correction (pcf) N/A <br />130 <br />PROCEDURE USED <br />X METHOD A: Percent of Oversize: zero <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 (%) 23.0 <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 />