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L <br />F <br />911111111110 <br />1111171' <br />0 <br />5 10 15 2.0 <br />AXIAL STRAIN (percent) <br />SPECIMEN TYPE UNDISTURBED SHEAR STRENGTH 2262 P. <br />DIAMETER (in) 2.87 HEIGHT (in) 6.00 STRAIN AT FAILURE 3.3 <br />MOISTURE CONTENT 25.2 % CONFINING PRESSURE 2400 P' <br />DRY DENSITY 92 Pcf 1STRAIN RATE 0.60 %/rn <br />CLASSIFICATION BROWN LEAN CLAY (CL) SOURCEBH-2/ST-4 @ 1 <br />_ Harding Lawson Associates Unconsolidated - Undrained <br />j L Engineers. Geologists 'triaxial Compression Test Report <br />8 Geophysicists <br />DRAWN JOB NUMBER APPROVED DATE REVISED DATE <br />05561.078.01 M\ 05-21-1992 <br />