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<br />• <br /> <br />N O R T H W E S T C O L ORADO CONSULTANTS <br /> <br />131 A S P GS CDI.ORADO <br /> <br /> <br /> <br /> <br />:L7 <br /> <br /> <br /> <br /> <br />l21 <br /> <br /> ZERO AIR VOID CURVES <br /> <br /> spoc~lc cRAVt7y = zao <br />ns <br /> SPECQ~TC GRAYITY = 270 <br /> <br /> SPEEx[FTC GRAVITY = 280 <br /> <br />IN <br /> <br />w <br />~ <br />I <br />I <br /> <br />1.6 <br />C <br />: <br />.a: <br /> <br /> <br />Q <br />100 <br /> <br /> <br /> I <br /> <br />9! <br /> <br /> <br /> <br /> <br />9• <br /> <br /> <br /> <br /> <br />IS <br /> <br /> <br /> <br /> <br />1• <br />• S 1• IS L• LS 71 )S ~1 <br />EdOLSI'URE CONTENT - PERCENT OF DRY ~tEIGHT <br />Job Name: Ronda Y-A & Y-H. Pond 010, Yoest Miae Ares MOISTURE - DENSITY <br />Location: Teat Hole 9 at 10 - 20 feet Sample No. 3 RELATIONSHIP <br />Soil Description: Clayetone (CL) <br />Maximum Dry Density: L04.5 pd Opt. Hoiature Conte¢t: 18.0 7, Precedurc ASTH D-898 <br />Liquid Limit: 44 X P]aeticity fade=: 27 ~ Date: 10-27-93 <br />Gravel: - f. Sand: 9 7. Silt 8 Clay (-200): 91 S Job No. 94-1730 Ftgure d 21 <br />