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/~ <br />UNIAXIAL COMPRESSION TEST <br />PROJECT TM ~ (2 IS T,wvr cAt~k DN.V DATE /l - Z 3 _~ 2i <br />PROJECT No. 231 <br />SPECIMEN N0, <br />OR DEPTH, FT. DF1M-Z @ 75.5 TEST PERFORMED BY '/~M <br />+i <br />DRILL HOLE N0. T~•(-~ SPECIMEN LENGTH, IN. `~'~~~o <br />(AT CENTEP.S OF END FACES) <br />ROCK TYPE C~rx'~`~~-~I SPECIMEN DIA!~'~TER, IN. ?~3q3 <br />(2 MEAS. AT 90° AT 2 ~~,/ <br />MIDHEIGHT) <br />MOISTURE CONDITION ?,)u.ItUrf~ AVG ~ ~ 3 `I S ~~ <br />/3~:.~- <br />FAILURE LOAD, LBS. 4I ~ 500 - LOADING RATE, PSI/SEC Z7 ~+seC ~/'Si ~> <br />AST!! - 5 to 15 1lIN. <br />COt~~. STRENGTH, PSI ,2IZ <br />C01,;r. STRENGTH (2:1) , PSI <br />Con~cal~ <br />FAILURE CLASSIFICATIO.~. ~#'`_,tn-t_ <br />WEIGHT, 5 ~~`l,7 <br />LINrr WEIGHTS CPLF1 /~i'9 <br />DESCRIPTION OF SP.F~CIb~N BEFORE LOADING <br />L/p= 2,07,/0/ <br />R~51.sF cyl~ncfer <br />No ohViovS pla•nrs <br />c( ~~eak ntsS o~ ~ <br />-FraC~l-v+c 5 <br />DESCRIPTION OF FAILURE <br />U! CJ l~(M7! <br /> <br /> <br /> <br /> <br />J <br />C) <br />~- <br />SKETCH OF FAILURE <br />