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10 <br /> v <br /> 0) 6 - <br /> W <br /> cc <br /> I— <br /> Inc <br /> O <br /> I— 4 <br /> Q <br /> W <br /> O <br /> 0 5 10 15 20 <br /> AXIAL STRAIN (percent) <br /> SPECIMEN TYPE UNDISTURBED SHEAR STRENGTH 3302 psf <br /> DIAMETER (in) 2.87 1HEIGHT (in) 6.00 STRAIN AT FAILURE 5.3 % <br /> MOISTURE CONTENT 22.6 % CONFINING PRESSURE 6100 psf <br /> DRY DENSITY 104 pcf STRAIN RATE 0.60 %/min <br /> CLASSIFICATION BROWN LEAN CLAY W/SAND (CL) SOURCEBH-2/ST—i0 @ 4 <br /> Harding Lawson Associates Unconsolidated - Undrained PLATE <br /> Engineers, Geologists Triaxial Compression Test Report <br /> & Geophysicists <br /> oAAWN JOB NUMBER APPROVED DATE REVISED DATE <br /> 05561.078.01 05-20-1992 <br />