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G�KE�R H uddl eston-B erry Engineering& Testing,L L C 640 White Avenue,Unit B MOISTURE-DENSITY RELATIONSHIP <br /> Grand Junction,CO 81501 <br /> 970-255-8005 <br /> coN�Jv 970-255-6818 <br /> CLIENT Bowie Resources, LLC PROJECT NAME Bowie Mine#2 <br /> PROJECT NUMBER 00489-0003 PROJECT LOCATION Paonia,CO <br /> 150 <br /> Sample Date: 3/28/2015 <br /> Sample No.: 15-0116 <br /> 145 Source of Material: Gob 3 03/28/15 <br /> Description of Material: SILTY SAND with GRAVEL(SM) <br /> Test Method: ASTM D698C <br /> 140 <br /> 135 TEST RESULTS <br /> Maximum Dry Density 95.5 PCF <br /> Optimum Water Content 14.0 % <br /> 130 <br /> GRADATION RESULTS(%PASSING) <br /> #200 #4 3/4" <br /> 125 100 100 100 <br /> U <br /> Q <br /> ~ ATTERBERG LIMITS <br /> U) <br /> w 120 <br /> 0 <br /> LL PL PI <br /> 34 24 10 <br /> 115 <br /> Curves of 100% Saturation <br /> for Specific Gravity Equal to: <br /> 2.80 <br /> 110 <br /> 2.70 <br /> 2.60 <br /> 105 <br /> 0 <br /> 0 <br /> Q <br /> 100 <br /> J <br /> U) <br /> H <br /> _Z <br /> w <br /> 95 <br /> z <br /> 100 <br /> w <br /> 0 <br /> m <br /> z <br /> 0 90 <br /> Q 0 5 10 15 20 25 30 <br /> 0 WATER CONTENT,% <br />