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C] <br />K130V 7WY[11,1011 <br />Project Name: <br />FOOTHILL LANDFILL <br />Tested by: MH <br />Date: 7/22/2015 <br />Project No.: <br />14-101-01 <br />Calculated by: MH <br />Date: 7/22/2015 <br />Sample Location: <br />Net Wt. of Soil <br />Checked By: JA <br />Date: <br />Sample No.: <br />191.60 <br />Sample Depth: <br />190.90 <br />Visual Description: <br />Granular Backfill <br />3.41 <br />4.99 <br />Wet Density (pcf) <br />127.63 <br />Compaction Method <br />X <br />ASTM D1557 <br />125.05 <br />126.03 <br />123.85 <br />ASTM D698 <br />Preparation Method <br />Moist <br />MOLD VOLUME (Cu. Ft) <br />0.0333 <br />X <br />Dry <br />Trial No <br />1 2 <br />3 4 5 6 7 <br />Wt. Comp. Soil + Mold <br />13.84 13.93 <br />13.92 <br />Wt. of Mold <br />9.59 9.59 <br />9.59 <br />Net Wt. of Soil <br />4.25 4.34 <br />4.33 <br />Container No. <br />0 <br />0 <br />0 <br />Wt. of Cont. <br />14.50 <br />14.50 <br />14.50 <br />Wet Wt. of Soil + Cont. <br />195.25 <br />199.40 <br />199.70 <br />Dry Wt. of Soil + Cont. <br />191.60 <br />193.30 <br />190.90 <br />Moisture Content (%) <br />2.06 <br />3.41 <br />4.99 <br />Wet Density (pcf) <br />127.63 <br />130.33 <br />130.03 <br />Dry Density (pcf <br />125.05 <br />126.03 <br />123.85 <br />Maximum Dry Density (pcf) <br />Assumed Specific Gravity <br />PROCEDURE USED <br />❑ <br />Soil passing No.4 (4.75 nun) 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 />❑ <br />Soil passing No.3/8" (9.5 imn) 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 min) 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 (%) 3.5 <br />130 <br />110 <br />0 <br />5 10 15 20 <br />Moisture Content (%) <br />