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~~ ~r~ <br />.~• UNIAXIAL COMPRESSION TEST <br />PROJECT ~Nt ~t~4kf'~Tao0rCa>~1C fje~ DATE I r •~ ? 3 -? ~ <br />PRo~EC7 No. 231(0 <br />SPECIMEN NO. P <br />OR DEPTH, FT. ~~f~ `y @ ~I ~ TEST PERFORMED BY ZY-M <br />n <br />DRILL HOLE N0. T)}~-~{ SPECIMEN LENGTH, IN. 4`.g3p~Y <br />(AT CENTEP.S OF END FACES) <br /> <br />ROCK TYPE CYQVSC^caYCiiYl~7 <br />MOISTURE CONDITION iJa~wn•l <br />FAILURE LOAD, LBS. _s7~ 7C)C] <br />SPECIMEN DIAldETER, III. 2.3~J`J <br />(2 MEAS. AT 90° AT c? <br />MIDHEIGHT) Z ~ ~~ I <br />AVG 2,34s~l ~~ <br />/ %U:~:"i <br />LOADING RATE, PSI/SEC ~`I ~~SCC ~°.3~/:s <br />AST!! - 5 to 15 lSIN. <br />Ccnica~. <br />CODS. STRENGTH, PSI 1Z,$1Z FAILURE CLASSIFICATION ~?""'`°`~'"'~ <br />-T <br />CODSP. STRENGTH (2:1), PSI -- <br />DESCRIPTION OF/SPECIr~N BEFORE LOADING <br />L/p = Z,pto p <br />I~ 1i !~ c~J~ ~G~S ~i~u ~~tS of <br />DESCRIPTION OF FAILURE <br />WEIGHT, ~ 43.E a~ <br />uNiT WEIGHTS LPLF1 I~aL.7 <br />^\~ <br />SKETCH OF FAILURE <br />S~ <br />L / <br />