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~~°~NEER \°` Huddleston-Berry Engineering & Testing, LLC MOISTURE-DENSITY R E LAT I O N S H I P <br />640 White Avenue, Unit B <br />' ~ Grand Junction, CO 81501 <br />~'~~ 970-255-8005 <br />970-255-6818 <br />CLIENT United Companies PROJECT NAME Tri- County Gravel <br />PROJECT NUMBER 00256-0576 PROJECT LOCATION Crawford <br /> <br /> Sample Date: 3/19/2008 <br /> 08-0405 <br /> Sample No.: <br /> Source of Material: East Stock Pile <br />145 SILTY SAND(SM) <br />l <br /> : <br />Description of Materia <br /> <br /> Test Method: ASTM D698A <br /> <br />140 <br /> <br /> <br /> <br /> TEST RESULTS <br />135 <br /> Maximum Dry Density 116.7 PCF <br /> timum Water Content 11.3 <br />O <br /> p <br /> <br />130 <br />GRADATION RESULTS (% PASSING) <br /> <br /> #200 #4 3/4" <br /> <br /> 33 98 100 <br />125 <br />U <br />a <br />~ ATTERBERG LIMITS <br /> <br />w 120 <br />} LL PL PI <br />~ NP NP NP <br />0 <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 />T 105 <br /> <br />0 <br />3 <br /> <br />100 <br />1 <br />J <br />L <br />Q> <br />Y <br />'~ <br />Y 95 <br />z <br /> <br /> <br />C <br />90 <br />0 5 10 15 20 25 30 <br />L <br />~ WATER CONTENT, <br />