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0 <br />c� <br />CA <br />I luddleston-Beriy EnginteringK Testing, LLC <br />MOISTURE -DENSITY RELATIONSHIP <br />Q <br />640 Wiite Avenue, Unit 13 <br />Grutd Junction, CO 81501 <br />970-255.3005 <br />-•=cm' <br />970-255-6818 <br />CLIENT Bowie Resources LLC <br />PROJECT NAME Bowie Mine #2 <br />PROJECT NUMBER 00489-0003 <br />PROJECT LOCATION Paonia, CO <br />150 <br />Sample Date: <br />Sample No.: 14-0373 <br />145 <br />Source of Material: Gob #3 w soil <br />Description of Material: CLAYEY SAND with <br />GRAVEL(SC) <br />Test Method: ASTM D698A <br />140 <br />135 <br />TEST RESULTS <br />Maximum Dry Density 106.0 PCF <br />Optimum Water Content 10.6 % <br />130 <br />GRADATION RESULTS (% PASSING) <br />#200 #4 314" <br />125 <br />41 83 98 <br />U <br />Q <br />U) <br />ATTERBERG LIMITS <br />w <br />120 <br />LL PL PI <br />❑ <br />29 18 11 <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 />100 <br />95 <br />9a <br />0 <br />5 10 <br />15 20 25 30 <br />WATER CONTENT, % <br />