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Wed Apr 08 11 12-01 1992 <br />GEOTECHNICAL LABORATORY TEST DATA <br />Project ; MAJOR MART <br />Project No. : 91CO238B Depth : <br />Boring No B2 Test Date . 04/07/92 <br />Sample No B2 Test Method : ASTM D422 <br />Location . SACRAMENTO, CA <br />Soil Description : BROWN FINE SANDY SILTY CLAY TO CLAYEY SILT <br />Remarks - <br />Woodward -Clyde Consultants - <br />Filename B-2 <br />Elevation <br />Tested by D WEBER <br />Checked by S. CAPPS <br />Page . 1 <br />HYDROMETER <br />Hydrometer ID . 1734 <br />Weight of air-dried soil = 80 <br />gm <br />Specific Gravity = 2 73 <br />Hygroscopic Moisture Content <br />Weight of Wet Soil = 80 gm <br />Weight of Dry Solt = 66 53 <br />gm <br />Moisture Content = 0 202465 <br />Elapsed Reading <br />Temperature <br />Corrected <br />Particle <br />Percent <br />Adjusted <br />Time (min) <br />(deg. <br />C) <br />Reading <br />Size (mn) <br />Finer (X) <br />Particle Size <br />2 00 37 00 <br />22.90 <br />29.03 <br />0.029 <br />43 <br />0.029 <br />5 00 30.00 <br />22.80 <br />21.99 <br />0.019 <br />33 <br />0.019 <br />15.00 23.00 <br />22.70 <br />14 94 <br />0 012 <br />22 <br />0.012 <br />30.00 20.00 <br />22 70 <br />11 94 <br />0.008 <br />18 <br />0 008 <br />60 00 17 00 <br />22.90 <br />9.03 <br />0.006 <br />13 <br />0.006 <br />120 00 14 00 <br />20.90 <br />5.11 <br />0.005 <br />8 <br />0.005 <br />300 00 13.00 <br />20.10 <br />3.75 <br />0 003 <br />6 <br />0 003 <br />1440.00 10.20 <br />20.30 <br />1.04 <br />0 001 <br />2 <br />0 001 <br />