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• <br />Harding Lawson Associates <br />Engineers. Geologists <br />6 Geophysicists <br />JOB NUMBER <br />05561.078.01 <br />Unconsolidated - Undrained <br />Triaxial Compression Test Report <br />APPROVED DATE <br />05-21-1992 <br />5 <br />4 <br />N <br />v <br />07 <br />3 <br />W <br />cc <br />0 <br />c <br />O <br />2 <br />Q <br />W <br />i <br />001 <br />0 <br />5 10 15 <br />20 <br />IAL STRAIN (percent) <br />SPECIMEN TYPE <br />UNDISTURBED <br />SHEAR STRENGTH <br />2262 <br />psf <br />DIAMETER (in) <br />2.87 HEIGHT (in) <br />6.00 STRAIN AT FAILURE <br />3.3 <br />% <br />MOISTURE CONTENT 25.2 <br />%. CONFINING PRESSURE <br />2400 <br />psf <br />DRY DENSITY <br />92 <br />pcf STRAIN RATE <br />0.60 <br />%/min <br />CLASSIFICATION <br />BROWN LEAN CLAY <br />(CL) SOURCEBH-2/ST-4 <br />@ 18. <br />Harding Lawson Associates <br />Engineers. Geologists <br />6 Geophysicists <br />JOB NUMBER <br />05561.078.01 <br />Unconsolidated - Undrained <br />Triaxial Compression Test Report <br />APPROVED DATE <br />05-21-1992 <br />