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I <br /> Thu Jul 11 10:57:31 1991 Page 1 <br /> GEOTECHNICAL LABORATORY TEST DATA <br /> Project : CH2M HILL SF031604.FW Filename : DISI-5S <br /> Project No. 16871A Depth :.55.0' Elevation : <br /> Boring No. MW Test Date : 07/11/91 Tested by : N. JOHNSON <br /> Sample No. DIS-1 Test Method : D422-63 Checked by : S. CAPPS <br /> Location II <br /> Soil Description : BROWN SILTY FINE SANDY CLAY <br /> Remarks <br /> COARSE SIEVE SET <br /> Sieve Sieve Openings Weight Cumulative Percent <br /> Mesh Inches Millimeters Retained Weight Retained Finer <br /> (gm) (gm) M <br /> ---------- ------ ----------- ---------- ------- <br /> #4 0.187 4.75 210.55 210.55 100 <br /> #10 0,079 2.00 211.43 211.43 100 <br /> #16 0.046 1.18 212.33 213.21 99 <br /> #30 0.024 0.60 213.89 216.55 98 <br /> #50 0.012 0.30 215.47 221.47 96 <br /> #100 0.006 0.15 243.18 254.10 85 <br /> #200 0.003 0.07 298.31 341.86 55 <br /> Total Weight of Sample = 504.4 <br /> Tare Weight = 210.55 <br /> f <br /> i <br /> D85 0.1493 mm <br /> D60 0.0825 mm <br /> D50 N/A <br /> D30 N/A <br /> 015 N/A <br /> i D10 N/A <br /> I <br /> Soil Classification <br /> { ASTM Group Symbol : N/A <br /> li ASTM Group Name : N/A <br /> AASHTO Group Symbol : A-4(0) <br /> AASHTO Group Name : Silty Soils <br /> 1 <br /> l <br /> I' <br />