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ypltiE£q� fllldaleSI0I 3-BefC}'CI1plI1 €2Cll1g&Tesrin, r.LC MOISTURE - DENSITY RELATIONSHIP <br />r° 640 White Avenue. Unit B <br />, Grind Junction CO 8150 1 <br />970 -255 -8005 <br />970- 255 -6818 <br />CLIENT Bowie Resources LLC PROJECT NAME Bowie Mine #2 <br />PROJECT NUMBER 00489 -0003 PRO.IFC:T I OCATION Pannier ('0 <br />15 <br />151 <br />14! <br />14( <br />13: <br />13( <br />121 <br />CL <br />uz <br />u� 12C <br />z <br />0 <br />11r, <br />11C <br />105 <br />10C <br />i� <br />9E <br />s <br />z 90 <br />a <br />trj <br />Z_ <br />w <br />85 <br />O <br />m <br />Z <br />80 <br />0 <br />a <br />O <br />U <br />1 <br />Sample Date: 12/812014 <br />Sample No.: 14 -0783 <br />Source of Material: Gob #212108114 <br />Description of Material: CLAYEY SAND with <br />GRAVEL SC <br />Test Method: ASTM D698A <br />TEST RESULTS <br />Maximum Dry Density 88.5 PCF <br />Optimum Water Content 14.0 % <br />GRADATION RESULTS (% PASSING) <br />4200 #4 314" <br />32 70 89 <br />ATTERBERG LIMIT'S <br />LL PL PI <br />31 21 10 <br />Curves of 100% Saturation <br />for Specific Gravity Equal to: <br />2.80 <br />2.70 <br />2.60 <br />5 10 15 <br />20 <br />75 1n <br />WATER CONTENT, % <br />