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C <br />Harding Lawson Associates Unconsolidated - Undrained '`A'' <br />_= g Engineers. Geologists Triaxial Compression Test Report <br />' & Geophysicists <br />pggyypt JOB NUMBER APPROVED DATE REVISED DKTE <br />05561.078.01 05-21-199 <br />M <br />15 <br />12 <br />v- <br />0) <br />Y <br />Cf) <br />9 <br />W <br />D: <br />H <br />07 <br />CC <br />O <br />6 <br />Q <br />W <br />3 <br />0 <br />0 <br />5 10 15 <br />20 <br />AXIAL STRAIN (percent) <br />SPECIMEN TYPE <br />UNDISTURBED <br />SHEAR STRENGTH <br />5145 <br />psf <br />DIAMETER (in) <br />2.87 HEIGHT (in) <br />6.00 STRAIN AT FAILURE <br />3.2 <br />% <br />MOISTURE CONTENT 21.0 <br />% CONFINING PRESSURE <br />2000 <br />psf <br />DRY DENSITY <br />104 <br />pcf STRAIN RATE <br />0.60 <br />%/min <br />CLASSIFICATION <br />BROWN LEAN CLAY <br />(CL) SOURCEBH-4/PB-3 <br />@ 15. <br />Harding Lawson Associates Unconsolidated - Undrained '`A'' <br />_= g Engineers. Geologists Triaxial Compression Test Report <br />' & Geophysicists <br />pggyypt JOB NUMBER APPROVED DATE REVISED DKTE <br />05561.078.01 05-21-199 <br />M <br />