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<br /> <br />n <br /> <br />UNIAXIAL COMPRESSION TEST <br />PROJECT ~I11.1 ~~SI} ~~UUT CREr}GDkM DATE <br />PRoJtCT No. ~31(pI r <br />SPECIMEN N0. / <br />OR DEPTH, FT. `Dt-F-~ ~3 @ 3O. S TEST PERFORMED BY <br />DRILL HOLE N0. D~~~ 3 <br />ROCK TYPE Ft ne - r1 ra i neC <br />/I-? 5 I z <br />,, •w•- <br />SkM <br />SPECIMEN LENGTH, IN. ~I.9Z0 ~/ <br />(AT CENTEP.S OF E:1D FACES ) <br />SPECII~4EN DIAMETER, Itv. z , 3~ 7 <br />(2 MEAS. AT 90° AT <br />MIDHEIGHT) ~ ~7~~ <br />MOISTURE CONDITION rIA'I'1/~U.1 AVG Z, ~$$ ~~ <br />~~ v~o'07~oc <br />FAILURE LOAD, LBS. $3, S~0 LOADING RATE, PSI/SEC ZQ~ Sec.- ~0',19:r< <br />ASTl1 - 5 to 15 !lIN. <br />CODiP. STRENGTH, PSI ~ (0 / FAILURE CLASSIFICATION Diw~ S%~tar- <br />WEIGHT, ~ ~ ~`',~~ a, <br />C01,~. STRENGTH (2 : 1) , PSI -~ / <br />UNi7 WEIGHTr [P~F1 ~~`~~`'~" V <br />DESCRIPTION OF~SPECII,~N BEFORE LOADING <br />t- ~y-~-t- G7 ~i ~d er <br />ul u,c``al.~,ess ~ <br />T7n t~VrCS <br />DESCRIPTION OF FAILURE <br />Jiola~ <br /><~ <br />;- <br />~.. <br />`` / _;; <br />Y^ 1 <br />SKETCH OF FAILURE <br />