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~,~NEEq~ Huddleston-Berry Engineering & Testing, l.LC ~ MOISTURE-DENSITY R E LAT I O N S H I P <br />`'~' ~~ 640 White Avenue, Unit B <br />Grand Junction, CO 81501 <br />~.~~ <br />m~..,_ ~s 970-255-8005 <br />970-255-6818 <br />CLIENT United Companies PROJECT NAME Tri- Countv Gravel <br />PROJECT NUMBER 00256-0576 PROJECT LOCATION Crawford <br /> <br /> Sample Date: 3/19/2008 <br /> 0406 <br />08 <br /> - <br />Sample No.: <br /> Source of Material: West Stock Pile <br />145 SILTY SAND(SM) <br /> Description of Material: <br /> <br /> ASTM D698A <br />d <br />T <br />t M <br />th <br /> : <br />es <br />e <br />o <br />140 <br /> <br /> <br /> <br /> TEST RESULTS <br />135 <br /> Maximum Dry Density 111.1 PCF <br /> r Content 13.5 <br />W <br />t <br />O <br />ti <br /> mum <br />a <br />e <br />p <br /> <br />130 <br />GRADATION RESULTS (% PASSING) <br /> <br /> #200 #4 3/4" <br /> <br /> 46 100 100 <br />125 <br />U <br />a <br /> ATTERBERG LIMITS <br /> <br />w 120 <br />° LL PL PI <br />o NP NP NP <br /> <br /> <br />115 Curves of 100% Saturation <br /> for Specific Gravity Equal to: <br /> <br /> 2.80 <br /> <br />110 2.70 <br /> <br /> 2.60 <br /> <br />' <br />105 <br /> <br />s <br /> <br /> <br />100 <br /> <br /> <br /> <br />s <br />95 <br />' <br />s <br /> <br /> <br />90 <br />0 5 10 15 20 25 30 <br />i WATER CONTENT,% <br />