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W <br />07 <br />O <br />F - <br />Q <br />W <br />a <br />5 <br />SHEAR STRENGTH <br />, <br />4 <br />t <br />3 <br />6.00 STRAIN AT FAILURE <br />2 <br />% <br />1 <br />MOISTURE CONTENT 27.9 <br />O <br />C 7 <br />O l U a:J `-0 <br />55 <br />AXIAL STRAIN (percent) <br />SPECIMEN TYPE UNDISTURBED <br />SHEAR STRENGTH <br />2286 <br />psf <br />DIAMETER (in) 2.87 HEIGHT (in) <br />6.00 STRAIN AT FAILURE <br />6.0 <br />% <br />MOISTURE CONTENT 27.9 <br />% CONFINING PRESSURE <br />4200 <br />psf <br />[DRY DENSITY 92 <br />pcf STRAIN RATE <br />0.60 <br />%/min <br />CLASSIFICATION BROWN SILTY SAND <br />(SM) SOURCEBH—i/ST-7 <br />Q 33. <br />�— warding Lawson Associates <br />Unconsolidated - Undrained <br />r-371 t = Engineers. Geologists <br />Triaxial Compression Test Report <br />—' & Geophysicists <br />DRAWN JOB NUMBER <br />05561.078.01 <br />APPROVED DATE <br />rw 05-20-1992 <br />REVISED DATE <br />