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Wed Apr 08 11 12 32 1992 <br />Woodward -Clyde Consultants <br />Page 1 <br />' <br />GEOTECHNICAL <br />LABORATORY <br />TEST DATA <br />Project . MAJOR MART <br />Filename : <br />D4-6 <br />' <br />Project No 91CO2388 <br />Depth <br />ELevatlon <br />: <br />Boring No. D4 <br />Test Date <br />04/07/92 <br />Tested by <br />: 0. <br />WEBER <br />Sample No, 6 <br />Test Method : ASTM D422 <br />Checked by <br />: S <br />CAPPS <br />' Location SACRAMENTO, CA <br />SOIL Description : BROWN CLAYEY <br />SILTY SAND <br />Remarks <br />'Hydrometer <br />HYDROMETER <br />1D 1734 <br />Weight of air-dried soil = <br />90 gm <br />' Specific Gravity = <br />2 73 <br />Hygroscopic Moisture Content <br />Weight of Wet Soil = 90 <br />gm <br />Weight of Dry Soil = 80 <br />28 gm <br />' <br />Moisture Content = 0 <br />121076 <br />Elapsed heading <br />Temperature <br />Corrected <br />Particle Percent <br />Adjusted <br />' Time (min) <br />(deg <br />C) <br />Reading <br />Size (iim) Finer <br />M <br />Particle Size <br />2.00 25.00 <br />23.20 <br />17.17 <br />0.032 <br />21 <br />0 <br />032 <br />5.00 21.00 <br />23.20 <br />13.17 <br />0.021 <br />16 <br />0.021 <br />15.00 17.50 <br />23.10 <br />9 63 <br />0.012 <br />12 <br />0 <br />012 <br />30 00 16.00 <br />22.80 <br />7.99 <br />0.009 <br />10 <br />0 <br />009 <br />60 00 14 00 <br />21.70 <br />5.48 <br />0 006 <br />7 <br />0 <br />006 <br />120 00 13 50 <br />20 10 <br />4.25 <br />0 005 <br />5 <br />0 <br />005 <br />' <br />305.00 11 00 <br />20 00 <br />1.70 <br />0 003 <br />2 <br />0 <br />003 <br />1446.00 10 00 <br />20 80 <br />1.07 <br />0 001 <br />1 <br />0 <br />001 <br />