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• <br />• <br />• <br />SOIL TYPE N0. 5B-Z to' UNIFIED CLASSIFICATION ~ TEST BY M.~ . <br />PROJECT wC~if Ca.K, cosw co. - coat' aG-~ea5~ Pi <br />Gravel Sand Silt and Clay <br />~N <br />\ ,_ n ~N n~ « <br />100 ~~ ~ ~ ~ ~ O Q <br />u a n ~ M SIEVE NUMBER <br />~ ~ ~ ~ ~ <br /> <br /> <br /> <br />BO <br /> <br />70 <br /> <br />60 <br /> <br />50 <br /> <br />40 <br /> <br />30 <br /> <br />20 <br /> <br />10 <br /> <br />0 <br />100 10.0 I.0 0.1 0.01 0.001 <br /> DIAMETER (mm) <br />SIEVE SIZE %PASSING SWELL <br />1- ~/2.• <br />I~~ % Moisture at start <br />3/4" ~l~lL <br />~/2" ~L• 6 % Moisture at finish <br />3/8" A3.2 <br />A 4 '1D.1 %Moisture increase <br />a 10 1dr..'~ <br />a 20 ~_ %Volume change <br />a 40 -~~ <br />a 100 ~~ pct Initial dry density <br />a 200 ~_ <br />• dL 5.9 psf Swet l <br />. on5 ~? <br /> BEARING <br />ATTERBERG LIMITS psf Maximum <br />Liquid limit ~_ <br />Plastic limit -L psf Minimum <br />P. I . 19 <br />Shrinkage limit SULFATES <br />ROCKY MOUNTAIN <br />~ OEOTECHNICAL, INC. <br />I ~ ~ Aohl~vfny Harmony with E~r•th <br />LABORATORY TEST <br />RESULTS <br />Or°wn 0°c° Cnxkaa ^ace <br />~+'l 8•l2•Q+5 <br />Job No. <br />~~ <br />Fig. No. <br />