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<br /> <br /> <br />N O R T H W E S T C O L ORADO CONSULTANTS <br />STEA <br />ISD HB OA T SP RIN GS COLORADO <br /> <br /> <br /> <br /> <br />125 <br /> <br /> <br /> <br /> <br />l2D <br /> <br /> 7.EFt0 AIR VOID CURVES <br /> <br /> sPECtF[c cRAVrtY =280 <br />us <br /> SPECIFIC GRAYITY = 270 <br /> <br /> - SPECIFIC GRAVITY = 280 <br /> \ ~ <br />uo <br />w <br />~' <br />i <br />a~ <br />F <br />fA I05 <br />z <br />o I <br />x <br />0 <br />1Da <br /> <br /> <br /> <br /> <br />D6 <br /> <br /> <br /> <br /> <br />00 <br /> <br /> <br /> <br /> <br />BS <br /> <br /> <br /> <br /> <br />BO <br />D D ]D 15 .0 :5 DO DS <br />MOIIiTURE CONTENT -PERCENT OF DRY REIGHT <br />Job Name: Roads Y-A k Y-& Pond 010. Yoest Mine Area MOISTURE -DENSITY <br />Location: rH ?2 ®3'-8' samvle No. t RELATIONSHIP <br />Soil Description: Sandy Clay <br />Maximum Dry Density: BrJ.5 pd Opt. Hoiature Content: l9.6 7. Procedure AS'fM iM98 A <br />Liquid Limit: 4f3 7. Plasticity [odes: 2876 Dstr. 4/30/94 <br />Gtarel: f. Sand: 18 x Silt & Clay (-200): B2 S Jab No. 94-1730 Figure ~y23 <br />