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6 <br /> <br /> <br /> <br /> 2 <br /> <br />G] 1 <br />~ it o taut res ur <br />~ <br />b~ p ting <br /> o <br />z <br />0 <br /> <br /> <br />0 <br />a <br />0 <br /> <br />o ~ <br />U <br /> 9 <br /> 1 <br /> 6 <br /> o.i i.o ~o ioo <br /> APPllED PRESSURE - ksf <br /> Moisture Content = 12.3 percent <br /> Dry Unit Weight = 108 .6 pcf <br /> Sample of: Sandy Clay <br /> From: Test Hole E at 9 ft. <br /> GROUND ENGINEQtING CONSULTANTS, INC. <br /> Swell Consolidation <br /> Test Results <br /> Job No. 91-562 Figure 6 <br />