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/5~ <br />UNIAXIAL COMPRESSION TEST <br />PROJECT ~ 1~ IRISH iizOVT c2c~'K DAM <br />PRo~EC? No. Z31G~ _ <br />SPECIMEN N0. _ ~ <br />OR DEPTH , FT . DI"F M - Z @ b(~ <br />DATE ~/ ~ 23 ~ 9Z <br />TEST PF_RFORMED BY Sk <br />DRILL HOLE N0. ~E•N1'Z .SPECIMEN LENGTH, IN. 3 ~~4' ~ , <br />(AT CENTEP.S OF END FACES) <br />• ROCK TYPE Fi'n.t.-grtt~wCC~ .SPECIMEN DIA!~TER, IN. Z,3~D <br />-~ (2 MEAS. AT 90° AT <br />1 MIDHEIGHT) Z,3~~ <br />• MOISTURE CONDITION Np-tUYU,I AVG 2 X390 ~~ <br />• FAILURE LOAD, LBS. (o~,GCiO .'LOADING RATE, PSI/SEC 56 rs~~c- '~ <br />-~ AST1f - 5 to 15 ?lIN. <br />• COt~>p. STRENGTH, PSI I`~~;93q- ~ FAILURE CLASSIFICATION -iD.:.c..~ ~=..~~i <br />%~ ~ WEIGHT, 9 7~z,~} ~ /- <br />• CO1~. STRENGTH (2:1), PSI ~4_ <br />•uNrr WE~GHTi CPCF1 (~~~°~ <br />DESCRIPTION OF SPECI~4EN BEFORE LOADING <br />~''-ld= l~~I '~ ~<itwrf G-~('4'L~:'rJU,~~ CA'rcC{'1e+~~2~c-ip~ ' D,~I~Z <br />;.I+~ ~. " ~ F nClJre <br />II <br />E-CH~~ <br />~I~~~ Gy~1n~~X <br />M; ~Si,~ <br />DESCRIPTION OF FAILURE <br />', ~ <br />V~~=,~~" <br /> <br />~._ v <br />_~' :o ~ <br />9'so~z <br />SKETCH OF FAILURE <br />