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• <br />• <br />N O R T H W E S T C O LORADO CONSULTANTS <br />SfE <br />Wo AH BO AT SP RIN G S COLORADO <br /> <br /> <br /> <br /> <br />lES <br /> <br /> <br /> <br /> <br />t2D <br /> <br /> ZERO AIR VOID CURVES <br /> <br /> s <br /> <br />us PEC~IC cltavrrlr = 280 <br /> SPFx[F[C GRAVITY = 8 <br />70 <br /> . <br /> SPECQ~'[C GRAVITY =280 <br /> <br />LIO <br /> <br /> <br />1 <br /> <br />~ <br />1Db <br />z <br />z <br />E:7 <br />O <br />S+ <br />A <br />goo <br /> <br /> <br /> <br /> <br />as <br /> <br /> <br /> <br /> <br />00 <br /> <br /> <br /> <br /> <br />es <br /> <br /> <br /> <br /> <br />eo <br />D s to is zo zs sa sa <br />b10I5TLR2E CONTENT - PERCENT OF DRY RE[GHT <br />Job Name: Montgomery Watson Miscellaneous Lab Testing MOISTURE - DENSITY <br />Location: H-2 Sample No. 2 RELATIONSHIP <br />boil Description: Very Saady Clay (CL) <br />ESazim um. Dry Density: ll14 pef Opt. Hoisture Content: 13.7 X Procedure: AS'IM D89B <br />Liquid Limit: 27 7. Plasticity Lodez: 9 R Date: 8/21/99 <br />Gravel: 3 7. Sand: 37 7. Silt & Clay (-200): 80 X Job No. 99-4029 <br />