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400 <br /> SIEVE ANALYSIS <br /> Leighton of FINE and COARSE AGGREGATES <br /> ASTM C 136 <br /> Project Name: TestAmerica - Irvine Tested By: ACS/GEB Date: 03/13/16 <br /> Project No.: 440-140711-1 Checked By: j.ward Date: 03/15/16 <br /> Boring No.: N/A Depth (feet): N/A <br /> Sample No.: 440-140711-1 <br /> Soil Identification: Metal shavings <br /> Moisture Content of Total Air - Dry Soil <br /> Container No.: 732 Wt. of Air-Dry Soil + Cont. (g) 0.0 <br /> Wt. of Air-Dried Soil + Cont.(g) 158.4 Wt. of Dry Soil + Cont. (g) 0.0 <br /> Wt. of Container (g) 76.8 Wt. of Container No. (g) 1.0 <br /> Dry Wt. of Soil (g) 81.6 Moisture Content (%) 0.0 <br /> Container No. 732 <br /> After Wet Sieve Wt. of Dry Soil + Container (g) 155.6 <br /> Wt. of Container (g) 76.8 <br /> Dry Wt. of Soil Retained on # 200 Sieve (g) 78.8 <br /> U. S. Sieve Size Cumulative Weight o <br /> (in.) (mm.) <br /> Dry Soil Retained (g) Percent Passing (/o) <br /> 1 1/2" 37.5 <br /> 1" 25.0 <br /> 3/4" 19.0 <br /> 1/2" 12.5 <br /> 3/8" 9.5 <br /> #4 4.75 <br /> #8 2.36 0.0 100.0 <br /> #16 1.18 0.3 99.6 <br /> #30 0.600 5.6 93.1 <br /> #50 0.300 41.6 49.0 <br /> #100 0.150 69.8 14.5 <br /> #200 0.075 77.6 4.9 <br /> PAN <br /> GRAVEL: 0 % Gravel: Particles retained on sieve #4 <br /> SAND: 95 % Sand: Particles passing sieve #4, retained on sieve #200 <br /> FINES: 5 % Fines: Particles passing sieve #200 <br /> GROUP SYMBOL: N/A Cu = D60/D10 = 2.69 <br /> Cc = (D30)2/(D60*D10) = 1.06 <br /> Remarks: <br /> Page 19 of 22 3/15/2016 <br />