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<br />J <br /> <br />N O R T H W E S T CO LORADO CONSULTANTS <br />STE <br />tao AM BO AT SP RD YG S ~ ODI.ORADO <br /> <br /> <br /> <br /> <br />1zs <br /> <br /> <br /> <br /> <br />120 <br /> <br /> ZERO AIR VOID CURVES <br /> <br /> <br /> <br />11s sPEC~tc cR-vm =280 <br /> SPECIFIC GRAVITY = 270 <br /> <br /> SPECIFIC GRAVT!'Y =280 <br /> <br />uo <br /> <br /> <br />i <br /> <br />l06 <br /> <br />O <br />~+ <br />A <br />1 DO <br /> <br /> <br /> <br /> <br />DS <br /> <br /> <br /> <br /> <br />DO <br />i <br /> <br /> <br /> <br />83 <br /> <br /> <br /> <br /> <br />BO <br />0 ~ 6 30 16 20 26 00 ~6 <br />MOISTURE CONTENT - PERCENT OF DRY RE[GIiT <br />Job Nama: Mcntyomery Matson Miscellaneous Lab Testing MOISTURE - DENSITY <br />Location: B-1 sample No. ~ RELATIONSHIP <br />Soil Description: Sandy Clay (CL) <br />ASazimum Dry Density: llOb pcf Opt. Hoisture Conteat: 16.0 X Procedure AS721 D698 <br />Liquid Limit: 27 X Plasticity Indez: 13 R Date: 8/21/99 <br />Gravel: D 7. Sand: 14 X Silt & Clay (-200} 08 X Job No. D9-4029 <br />