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I <br /> I GRAIN SIZE ANALYSIS m MECHANICAL <br /> I <br /> Date Project Project No Soil Description <br /> 8/25/2009 James Monroe Elementary KE090312A <br /> Tested By Location EB/EP No Depth sand little silt few gravel <br /> MS Onsite EB-4 S-2 <br /> I <br /> Wt. of moisture wet sample+Tat 302.32 Total Sample Tare 519.7 <br /> Wt.of moisture dry Sample+Tare 279.94 Total Sample wt +tare 895.6 ��- <br /> Wt.of Tare 101.24 Total Sample Wt 375.9 _ <br /> Wt.of moisture Dry Sample 178.7 Total Sample Dry Wt 334.1 <br /> Moisture% 13% <br /> Specification Requirements <br /> Sieve No. Diam.(mm) Wt.Retained(q) %Retained %Passing Minimum Maximum <br /> 3.5 90 - 100.00 <br /> I <br /> -� 3 _2.5 <br /> 76.1 _ - 100.00 <br /> 64 100.00 <br /> 2 50.8 100.00 <br /> 1.5 38.1 100.00 <br /> Ii 25.4 100.00 <br /> 314 19 100.00 <br /> 3/8 9.51 20.29 6.07 93.93 <br /> _ #4 4.76 36.36 10.88 89.12 <br /> -#8 2.38 51.95 - 15. 84.45 <br /> #10 2 56.17 16.81 <br /> 81 83.19 <br /> #20 0.85 77.5 23.20 76.80 <br /> #40 _ 0.42 112.95 33.81 66.19 <br /> #60 0.25 162.75 48.72 51.28 <br /> #100 0.149 �- 212.51 63.61 36.39 r - - <br /> #200 0.074 246.5 73.79 26.21 <br /> US STANDARD SIEVE NOS <br /> I3" 3/4" NO 4 NO 16 NO 40 NO 200 <br /> 100 <br /> 80 <br /> 0 <br /> v0 I <br /> ii <br /> C <br /> • <br /> IU <br /> 40 <br /> a <br /> 20 <br /> 0 <br /> I 100 10 1 0-1 D 01 <br /> Grain Size,mm <br /> I <br /> I ASSOCIATED EARTH SCIENCES, INC. <br /> 91 1 5th Ave.Suite 100 Kirkland.WA 98033 425-827-7701 FAX 425-827-5424 <br />