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0 5 10 15 20 <br />AXIAL STRAIN (percent) <br />SPECIMEN TYPE UNDISTURBED <br />SHEAR STRENGTH <br />3302 <br />psf <br />DIAMETER (in) 2.87 1 HEIGHT (in) 6.00 STRAIN AT FAILURE <br />5.3 <br />% <br />MOISTURE CONTENT 22.6 <br />% CONFINING PRESSURE <br />6100 <br />psf <br />DRY DENSITY 104 <br />pcf STRAIN RATE <br />0.60 <br />%/min <br />CLASSIFICATION BROWN LEAN CLAY <br />W/SAND (CL) SOURCEBH-2/ST-10 <br />@ 481. 0 ° <br />Harding Lawson Associates <br />Unconsolidated - Undrained <br />PATI= <br />_ ® Engineers. Geologists <br />Triaxial Compression Test Report <br />8 Geophysicists <br />�A JOB NUMBER <br />APPROVED DATE <br />REVISED DATE <br />05561.078.01 <br />05-20-1992 <br />