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' - - - - - <br />Woodward -Clyde Consultants <br />' Wed Apr OS 11 28 42 1992 <br />Page 1 <br />GEOTECHNICAL LABORATORY TEST DATA <br />Project - MAJOR MART <br />Filename : C6-8 <br />' <br />Project No 91CO238B <br />Depth <br />Elevation <br />Boring No. : C6 <br />Test Date . 04/07/92 <br />Tested by D. WEBER <br />Sample No. i 8 <br />Test Method : ASTM D422 <br />Checked by S <br />CAPPS <br />' <br />Location : SACRAMENTO, CA <br />Soil Description : BROWN FiNE SANDY CLAYEY SILT <br />Remarks : <br />HYDROMETER <br />Hydrometer 1D 1734 <br />weight of air-dried soil = 90 gm <br />Specific Gravity = 2 73 <br />Hygroscopic Moisture Content <br />Weight of Get SOIL = 90 gm <br />Weight of Dry Soil = 79 69 gm <br />Moisture Content = 0 129376 <br />Elapsed Reading Temperature Corrected <br />Particle Percent <br />Adjusted <br />' <br />Time (min)--- (deg. C) Reading <br />Size (mm) Finer M <br />--------------- <br />Particle Size <br />------------- <br />----------------------------- <br />2.00 38 00 <br />---------- <br />22.80 29 99 <br />0 029 37 <br />0 029 <br />5.00 29.50 <br />22.80 21.49 <br />0.020 27 <br />0 020 <br />15.00 22 00 <br />22.70 13.94 <br />0 012 17 <br />0 012 <br />31.00 19 50 <br />22 60 11.40 <br />0 008 14 <br />0 008 <br />60.00 18 00 <br />22.80 9.99 <br />0 006 12 <br />0 006 <br />120.00 15 50 <br />20 90 6 61 <br />0 004 8 <br />0 004 <br />' <br />300.00 14.00 <br />20 20 4.79 <br />0 003 6 <br />0 003 <br />1440 00 11.00 <br />' e <br />M <br />20 30 1.84 <br />0.001 2 <br />0 001 <br />