Laserfiche WebLink
C <br />Harding Lawson Associates Unconsolidated - Undrained PLA' <br />Engineers. Geologists Triaxial Compression Test Report <br />= 8 Geophysicists r <br />DRAWN JOB NUMBER APPROVED DATE REVISED DATE <br />05561.078.01 @� 05-20-1992 <br />5 <br />- <br />a <br />) <br />A <br />r. <br />v <br />CA <br />3 <br />W <br />O <br />2 <br />Q <br />w <br />- <br />1 <br />O <br />O <br />5 10 15 <br />20 <br />.AXIAL ZT'RAIN 1perc°ent'3 <br />SPECIMEN TYPE <br />UNDISTURBED <br />SHEAR STRENGTH <br />2286 <br />,psf, <br />DIAMETER (in) <br />2.87 1 HEIGHT (in) <br />6.00 STRAIN AT FAILURE <br />6.0 <br />% <br />MOISTURE CONTENT 27.9 <br />% CONFINING PRESSURE <br />A200 <br />psf <br />DRY DENSITY <br />92 <br />pcf STRAIN RATE <br />0.60 <br />%/min <br />CLASSIFICATION <br />BROWN SILTY SAND <br />(SM) SOURCEBH—i/ST-7 <br />@ 33. <br />Harding Lawson Associates Unconsolidated - Undrained PLA' <br />Engineers. Geologists Triaxial Compression Test Report <br />= 8 Geophysicists r <br />DRAWN JOB NUMBER APPROVED DATE REVISED DATE <br />05561.078.01 @� 05-20-1992 <br />