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Job qo. 20,084 <br />CHEN AND ASSOCIATES <br />TA6t.E I <br />SUMMARY OF LA9ORATORY TEST RESULTS <br />Page 2 of 2 <br /> NATURAL NATURAL DRY ATTERBERGLIMITS UNCONfINEO GRADATION <br />NOLE DEPTN <br />(fEET) MOISTURE <br />('h) DENSITY <br />(Ptf) LIDU10 <br />LiNIT viASTltlir <br />INDEY OMPRESSIVE <br />STRENGTN <br />+4 -4 <br />t2OO <br />-200 SOIL TYPE <br />0-i 4,0 28 10 Fill <br /> 14 0 16,1 106,2 29 9 Fill <br /> 2 0 8 2 125.3 25 11 16,240 Silty E• Sandy Clay <br /> <br />D-2 3.0 9,6 106,4 27 I1 2,840 Fill <br /> 23,0 19.3 102,6 36 16 2 38 60 Silty E: Sandy Clay <br /> <br />0-3 3.0 11,0 105.6 29 12 12,150 Fill <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />• • • r.-• <br />