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N O R T H W E S T C O LORADO CONSULTANT'S <br />57F. <br />190 Alt DO AT SP RI NG 3 COIAR~DO <br /> <br /> <br /> <br /> <br />!zs <br /> <br /> <br /> <br /> <br />1zo <br /> <br /> ZERO AIR VOID CURVES <br /> <br /> ' <br />' <br />' <br /> <br />us SPDCIFIC GRAV17 <br />.80 <br />Y = <br />. <br /> SPF7CCII~TC GRAYI7Y = 8 <br />70 <br /> . <br /> SPF7ClF4C GR~YTfY =' <br />7 <br />80 <br /> . <br />. <br />110 <br /> <br /> <br />1 <br /> <br />los <br /> <br />0 <br />r~ <br />a <br />a <br />look <br /> <br /> <br /> <br /> <br />us <br /> <br /> <br /> <br /> <br />00 <br /> <br /> <br /> <br /> <br />es <br /> <br /> <br /> <br /> <br />eo <br />0 S 10 15 20 E6 90 96 <br />b10ISTURE CONTENT - PERCENT OF DRY 1-EIGHT <br />Iob Name: Montgomery Aatson Miscellaneous Lab Testing MOISTURE - DENSITY <br />Location: H-L Sample No. t RELATIONSHIP <br />Soil Oescrip~ion: Seedy Clay (CL) <br />Mazimum Dry Density: ll0.5 pd Opt. Hoisture Content: 15.0 X Procedurc ASTM D698 <br />Liquid Limit: ?7 X Plasticity Indez: 13 X Date: 8/2t/fIB <br />Gra~cl: 0 .. Sand: t4 X Silt & Clay (-200): 88 X l06 No. G9-029 <br />i <br />• <br /> <br />