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• <br />• <br /> <br />SOIL TYPE N0. ~ ~to' UNIFIED CLASSIFICATION ~M_ TEST BY M~e <br />PROJECT wEtsr Gl.tc. coa.i-co. - coax R~~..~se P~~ <br />Gravel Sond Silt and Clay <br />0 <br />~~,_ ~ ~ n~ ~ ~ ~ c ~ ~ . SIEVE NUMBER <br />~ T i i i i i i i i i i <br />80 <br />70 <br />60 <br />50 <br />40 <br />30 <br />20 <br />10 <br />n <br />100 10.0 <br />SIEVE SIZE %PASSING <br />I - ~/Z,. <br />'~ <br />I <br />3/4" ~_ <br />~/2" A5.0 <br />3/g" gy•O <br />a 4 a.t <br />a 10 ~~•g <br />a 20 50.6 <br />a 40 ~~> <br />a 100 ~•9 <br />p 'L~ 20.6 <br />. ~ ~~ <br />. ro~ 'r. 2 <br />ATTERBERG LIMITS <br />Liquid limit <br />Plastic limit <br />P.I. NP <br />Shrinkage limit <br />I.0 0.1 0.01 <br />DIAMETER (mm) <br />SWELL <br />Moisture at start <br />Moisture at finish <br />Moisture increase <br />%Volume change <br />pcf Initial dry density <br />psf Swell <br />BEARING <br />psf Ma:imum <br />psf Minimum <br />SULFATES <br />0.001 <br />FIOCKY MOUNTAIN <br />tl OEOTECHNICAL, INC. <br />I ~ ~ Aohl~vlr~p M~~mony with E~~eh <br />LABORATORY TEST <br />RESULTS <br />Drawn Dace Cnecked Dece <br />MOF3 A•IZ •H5 <br />Job No. <br />~~ <br />Fig. No. <br />