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N O R T H W E S T C O L ORADO CONSULTANTS <br />STEA <br />i!• !lB DA T SPR IN GS COLORADO <br /> <br /> <br /> <br /> <br />iL! <br /> <br /> <br /> <br /> <br />Iz• <br /> <br /> ZERO AIR VOID CURVES <br /> <br /> VITY <br />SPE <br />~'1C GR <br />ZIiO <br />ns A <br />= <br />CQ <br /> SPF~'[C GRAVITY = 270 <br /> <br /> SPDCtF'[C GRAVITY = 280 <br /> <br />u• <br /> <br />c., <br />u <br />a. <br />F <br />V 1.6 <br />Ls7 <br />3 <br />N <br />' <br />D. <br />i <br />O <br />100 <br /> <br /> <br /> <br /> <br />s! <br /> <br /> <br /> <br /> <br />9• <br /> <br /> <br /> <br /> <br />t! <br /> <br /> <br /> <br /> <br />~• <br />• ! 1• 17 L• if 1• 37 ~• <br />MOISTURE CONTENT - PERCENT OF DRY IIIIGHT <br />]ob Name: Roeda Y-A k Y-H, Poad O10, Yosat mina Aroe MOISTURE - DENSITY <br />Location: Teat Hole B nt 10 - 20 feet Sample No. 2 RELATIONSHIP <br />Soil Dea~erip~ion: Sandy Claq (CL) <br />SSazimum Dry Density: 112.5 pd Opt. Idoiaturo Contest: 15.6 x Procedurc ASTH D-898 <br />Liquid Limit: 38 f. Pleaticity Iader. 22 7. Date: 10-2B-&9 <br />Gravel: - 7. Sand: 14 7. Silt k Clay (-200: 88 S Joh No. 94-1790 F[gure ~ 20 <br /> <br />• <br /> <br />