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SOIL TYPE N0. `~-Z ~~ UNIFIED CLASSIFICATION ~.tI~SC TEST BY -~.6. <br />PROJECT_ w~ C~-cods- Go. - cc+dx- r~cs+%erc ylw. <br />100 10.0 <br />SIEVE SIZE %PASSING <br /> <br />I~~ 7~ <br />0 <br />3/a" . <br />~~.o <br />I/2" 't3.9 <br />3/e" 70.1 <br />i 4 _ u•5 <br />~ 10 lB.3 <br />• 20 ~? <br />a' 40 ~_ <br />s 100 9F/.t <br />R 200 ~•~._ <br />.OZ '1{.Z <br />,GbS <br />ATTERBERG LIMITS <br />Liquid limit ?.2 <br />Plastic limit t7 <br />P.I. 'f <br />Shrinkage limit <br />I.0 0.1 0.01 0.001 <br />DIAMETER (mm) <br />SWELL <br />Moisture of star} <br />Moisture at finish <br />~ %Moisture increase <br />%Volume change <br />pcf Initial dry density <br />psf Swell <br />BEARING <br />psf Maximum <br />psf Minimum <br />SULFATES <br />ROCKY MOUNTAIN <br />~ OEOTECHNICAL~ INC. <br />~ ~ ~ Aahl~vinp Harmony with E~~th <br />LABORATORY TEST <br />RESULTS <br />O~'°wr+ D°u Orct°a Dece <br />M6g B•12.83 <br />Job No. <br />'('ro325 <br />Fig. No. <br />