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01 2 <br />5 10 15 20 <br />AXIAL. STRAIN (percent) <br />8 <br />SPECIMEN TYPE UNDISTURBED <br />v <br />3302 <br />psi <br />6 <br />5.3 <br />W <br />MOISTURE CONTENT 22.6 <br />% CONFINING PRESSURE <br />H <br />psf <br />DRY DENSITY 104 <br />pcf STRAIN RATE <br />0.60 <br />O <br />F- 4 <br />W/SAND (CL) SOURCEBH-2/ST-10 <br />@ 4 - <br />Harding Lawson Associates <br />Engineers, Geologists <br />Geophysicists <br />_Q <br />W <br />ORAWN JOB NUMBER <br />05561.076.01 <br />APPROVED DATE <br />ft 05-20-1992 <br />01 2 <br />5 10 15 20 <br />AXIAL. STRAIN (percent) <br />SPECIMEN TYPE UNDISTURBED <br />SHEAR STRENGTH <br />3302 <br />psi <br />DIAMETER (in) 2-67 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 />@ 4 - <br />Harding Lawson Associates <br />Engineers, Geologists <br />Geophysicists <br />Unconsolidated - Undrained <br />Triaxial Compression Test Report <br />PLATE <br />ORAWN JOB NUMBER <br />05561.076.01 <br />APPROVED DATE <br />ft 05-20-1992 <br />REVISEQ PATE <br />