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I <br /> I GRAIN SIZE ANALYSIS m MECHANICAL <br /> I Date Project Project <br /> ect No. Soil Description <br /> 8/25/2009 James Monroe Elementary KE090312A <br /> Tested By Location EB/EP No Depth sand little silt little gravel <br /> MS Onsite - EB-4 S-1 <br /> I Wt. of moisture wet sample+Tar 338.16 Total Sample Tare 297.41 <br /> Wt.of moisture dry Sample+Tare 316.4 Total Sample wt +tare 562.49 <br /> Wt.of Tare 101.24 Total Sample Wt 265.1 <br /> Wt.of moisture Dry Sample 215.16 Total Sample Dry Wt 240.7 <br /> I Moisture% 10% <br /> Specification Requirements <br /> Sieve No. Diem.(mm) Wt.Retained(g) %Retained %Passing Minimum Maximum <br /> 3.5 90 - 100.00 <br /> I <br /> 3 2.5 _ 76.1 - <br /> - 100.00 <br /> 64 _ 100.00 <br /> 2 50.8 - 100.00 <br /> 1.5 38.1 - 100.00 _� <br /> I <br /> 1 <br /> 3/4 19 17.61 7.32 92.68 <br /> 3/8 25.4 <br /> 9.51 33.63 13.97 100.00 <br /> 86.03 <br /> #4 4.76 48.02 19.95 80.05 <br /> I <br /> --#8 2.38 63.44 26.35 73.65 __��______ <br /> #10 2 67.43 28.01 71.99 <br /> #20 0.85 85.09 35.35 64.65 <br /> __ #40 0.42 109.28 45.39 54.61 _ <br /> #60 0.25 137.61 57.16 42.84 <br /> I <br /> _ #100 0.149 165.36 _ 68.69T _ 31.31 <br /> #200 0.074 188.65 78.36 21.64 <br /> US STANDARD SIEVE NOS. <br /> I3" 3/4" NO 4 NO 16 NO 40 NO 200 <br /> 100 - .. . . . . - --- _ <br /> • <br /> I • <br /> 80 _ _ <br /> v <br /> I 5 606. <br /> v <br /> a <br /> 40 <br /> ai <br /> 20 <br /> I •• <br /> 100 0 1 0 1 0 01 <br /> Grain Size,mm <br /> I <br /> I ASSOCIATED EARTH SCIENCES, INC. . <br /> 911 5th Ave.Suite 100 Kirkland,WA 98033 425-827-7701 FAX 425-827-5424 <br /> I <br /> I <br />