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<br /> <br />Specimen Dia. <br />Identification (in.) <br />iH -55 <br />-_-G ; r~.5' ~• 380 <br />D.y -55 <br /> <br />DN -(~ <br />~'•34y <br />~ a <br />IJ rr - 60 <br />-' X085. x•377 <br />~7N - ba <br />'..a r~o6' ~ ~ 383 <br />N -G~ <br />-;5 r~•r' ?•388 <br />rl-6a <br />rx6' ~ 386 <br />mfr -6~ <br />_~ r7Bi•s' x•385 <br />~N - 63 <br />it io6o' ~•38~ <br />r; - G3 <br />r~ ~v7M' ot.37~4 <br />DN-63 <br />// a•3~f6 <br />~r+ -63 <br />~_ X03 ~•38~ <br />.i7 r1 -GN <br />=tr r5 a 361 <br />c7H -Gti <br />l rS~B•5' x•380 <br />~N-6 <br />Iftrq r~7a' x•363 <br />Length Mass Density <br />(in.) (lbs.) (lbs/cf) <br />~,.o8a ~•o6s /sag <br />s.o~7~ a.(a8 r61.~ <br />5.036 a•y71 !88••~ <br />5 o y I : • 030 156.8 <br />~1•e~o (•770 r58.O <br />s•o~7 P•o39 lGo.6 <br />~?•y58 /•60~ !39•a <br />So3! •073 (5G•~! <br />5.019 ~•ON~f i57.Q <br />S.o1-I! I.8l9 (NO.9 <br />Soaa a•o36 !55•~ <br />5 oar ~ 0 73 ! 59.5 <br />5.060 /•777 (38.6 <br />5.00/ x•363 183.5 <br />5052 x•036 158.8 <br />Failure Compressive <br />Load Strength <br />(lbs) (psi) <br />I i <br />.38,aoo s5~o <br />8/, 400 i <br />7a,5oo <br />3a, 150 ~ i8~1 <br />i6, I/O j <br />? x`'10 <br />.~~,aoo e, lao ~ <br />'~ 9, 950 / /, / 50 <br />5, 950 , 5, 8Do <br />31, 350 7 660 <br />5~ OoD // 890 <br />/8, Aso y a8o <br />61, 000 /3 530 <br />86 700 r9 390 <br />a3 NDO <br />~l3, U 50 5,3y0 <br />S, ;; B O <br />yl, 500 9, y60 j <br />17N -G 5 <br />a~ ryr ~•3qy 5035 ?.07~{ /SB• I 58, 700 /3 Oy0 <br />DN -66 <br />~~~ /~/~!' <br />x•.396 <br />5 /O'~ <br />l•848 <br />~~'n•5 <br />ill, /50 <br />9 l30 <br />~N-6G q 4,396 5.059 /•975 /y9.6 ~l~l, <br />300 '' <br />9, 8~ 0 i <br />oN~ 66 DSO, ~ 346 y• ~&~ ,2 MI6 1 / 8~i• I B6 000 /9 X80 <br />F~ -6~ <br />8965' ~ <br />I a •38,3 <br />~~ 989 X93 !a3.7 /mar, 000 ~{ a6o <br />~N -67 <br />~ Pia' <br />~ • 393 <br />15.057 <br />~• 17.3 <br />/65.1 <br />/a9 000 <br />a8 680 <br />~N -G8 <br />6 ic38' <br />I ~•3q~ <br />5065 <br />a•o~l <br />/53•'-1 <br />.35, 400 <br />7 990 <br />~rl -bB <br />~ra~ " <br />~•39~ <br />5.030 <br />/• 983 <br />151.3 <br />55, goo <br />~a , =~ ao <br />~N -63 <br />, <br />~» :~~;.w•~s <br />0:•383 <br />5a3g <br />x.0(7 <br />r55.I <br />X6,000 <br />8.070 <br />N - 70 <br />~~ ,~7. • <br />~ ;.395 <br />-l•9=16 <br />!•q68 <br />(5a.6 <br />G3,boo <br />/~!,/ao <br />F/-70 <br />=s .~o`r. <br />r.39'~ <br />loll <br />a.l~a <br />IG3.3 <br />95,300 <br />~/ l~3 <br /> <br />1JN - 70•, <br />' <br />~ <br />~ % x•390 5.oy/ -•808 <br />D N - 73 <br />ON - ~ :f <br />= ~ ~s.~ .s' ~ •369 5068 /• 46a <br />COMPRESSIVE STRENGTH TESTS <br />134.7 ~ 37, 650 8,390 <br />i H I • (~ °l~, 900 q 550 <br />isl.8 mil, X50 ~aoo <br />GEO-HYDRO CONSULTING,I <br />PLATE a-~ <br />- ~ - ~ _ .. <br />