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.... ........ <br />1 <br /> <br />3 <br />2 <br />Wet <br />9 <br />1 <br />6 L <br />0.1 <br />l.0 10 <br />APPLIED PRESSURE - ksf <br />300 <br />Moisture Content = 16.6 percent <br />Dry Unit Weight = 106.8 pcf <br />Sample of: Slightly Sandy Clay <br />From: Test Hole C at 4 ft. <br />GROUND ENGINEERING CONSULTANTS, INC. <br />Swell Consolidation <br />Test Results <br /> <br /> <br />W 1 <br />N <br />6~ a <br />O <br />C 1 <br />Q <br />a <br />O <br />z P <br />0 <br />V <br />Job No. 91-562 Figure 5 <br />