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Project Name: <br />Project No.: <br />Sample Location: <br />Sample No.: <br />Visual Description: <br />MOLD VOLUME (Cu. Ft) <br />COMPACTION TEST <br />Foothill Landfill Tested by: MH/ RN <br />Calculated by: MH/ RN <br />Checked By: <br />Sample Depth: <br />14-101-01 <br />Anchor Trench <br />AT-] <br />Brown SM Screened OPS <br />0.0333 <br />Date: 9/10/2015 <br />Date: <br />Date: <br />Compaction Method X ASTM D1557 <br />ASTM D698 <br />Preparation Method Moist <br />X Dry <br />Trial No <br />1 <br />2 <br />3 <br />4 5 6 7 <br />Wt. Comp. Soil + Mold <br />8.888 <br />9.082 <br />9.176 <br />9.086 <br />Wt. of Mold <br />4.858 <br />4.858 <br />4.858 <br />4.858 <br />Net Wt. of Soil <br />4.03 <br />4.224 <br />4.318 <br />4.228 <br />Container No. <br />0 <br />0 <br />0 <br />0 <br />Wt. of Cont. <br />15.50 <br />0.00 <br />0.00 <br />14.50 <br />Wet Wt. of Soil + Cont. <br />150.00 <br />150.81 <br />177.80 <br />150.00 <br />Dry Wt. of Soil + Cont. <br />136.20 <br />132.10 <br />151.80 <br />128.80 <br />Moisture Content (%) <br />11.43 <br />14.16 <br />17.13 <br />18.55 <br />Wet Density (pcf) <br />121.02 <br />126.85 <br />129.67 <br />126.97 <br />Dry Density (pcf <br />108.60 <br />111.11 <br />110.71 <br />107.10 <br />Maximum Dry Density (pct) <br />Assumed Specific Gravity <br />PROCEDURE USED <br />ElSoil <br />passing No.4 (4.75 mm) sieve <br />Mold: 4in. (101.6 mm) diameter <br />Layers: 5 <br />Blows per layer: 25 <br />May be used ifNo.4 retained <20% <br />ElSoil <br />passing No.3/8" (9.5 min) sieve <br />Mold: 4in. (101.6 mm) diameter <br />Layers: 5 <br />Blows per layer: 25 <br />Use if+ No.4>20% and -3/8"<20% <br />❑ Soil passing No.3/4" (19 trim) sieve <br />Mold: 6in. (152.4 min) diameter <br />Layers: 5 <br />Blows per layer: 56 <br />Use if+ 3/8">20% and + 1 "<30% <br />Optimum Moisture Content (%) 15.5 <br />130 <br />100 <br />0 <br />5 10 15 20 25 30 <br />Moisture Content (%) <br />