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CA <br />c <br />0 5 J. V <br />AXIAL. STRAIN (percent) <br />U <br />SPECIMEN TYPE UNDISTURBED <br />12 <br />r-- <br />PSI <br />DIAMETER (in) 2.67 HEIGHT (in) <br />6.00 STRAIN AT FAILURE <br />07 <br />U? <br />9 <br />W <br />ps- <br />cc <br />pcf STRAIN RATE <br />F– <br />%/mit <br />(CL) SOURCEBH-4/PB-3 @ <br />tr <br />CLASSIFICATION BROWN LEAN CLAY <br />O <br />� <br />6 <br />Q <br />�F <br />Harding Lawson Associates <br />W <br />z -,= Engineers. Geologists <br />— <br />Triaxial Compression Test Report- <br />3 <br />0 5 J. V <br />AXIAL. STRAIN (percent) <br />U <br />SPECIMEN TYPE UNDISTURBED <br />SHEAR STRENGTH <br />5145 <br />PSI <br />DIAMETER (in) 2.67 HEIGHT (in) <br />6.00 STRAIN AT FAILURE <br />3.2 <br />MOISTURE CONTENT 21.0 <br />% CONFINING PRESSURE <br />2000 <br />ps- <br />DRY DENSITY 104 <br />pcf STRAIN RATE <br />0.60 <br />%/mit <br />(CL) SOURCEBH-4/PB-3 @ <br />15 <br />CLASSIFICATION BROWN LEAN CLAY <br />Unconsolidated - Undrained <br />�F <br />Harding Lawson Associates <br />z -,= Engineers. Geologists <br />— <br />Triaxial Compression Test Report- <br />- <br />" 8 Geophysicists <br />�,A�.,,., roe NUMBER <br />APPROVED DATE <br />05-21-199 <br />REVISED DATE <br />05561.076.01 <br />