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MOISTURE—DENSITY RELATIONSHIP <br />a,K�Eq Huddleston -Berry Engineering & Testing, LLC 640 Nhite Avenue, Unit B <br />Grwid Junclion, CO 81501 <br />�$ 970- 255 -8005 <br />=co'J 970- 255 -6815 <br />CLIENT Bowie Resources LLC PROJECT NAME Bowie Wine #2 <br />PROJECT NUMBER 00489 -0003 PROJECT LOCATION Paonia CO <br />145 <br />140 <br />135 <br />130 <br />125 <br />C <br />CL <br />w 120 <br />0 <br />115 <br />110 <br />105 <br />Sample Date: <br />Sample No.: 14 -0373 <br />Source of Material: Gob #3 w soil <br />Description of Material: CLAYEY SAND with <br />GRAVEL(SC) <br />Test Method: ASTM D698A <br />TEST RESULTS <br />Maximum Dry Density 106.0 PCF <br />Optimum Water Content 10.6 % <br />GRADATION RESULTS (% PASSING) <br />#200 #4 314" <br />41 83 98 <br />ATTERBERG LIMITS <br />LL PL PI <br />29 18 11 <br />Curves of 100% Saturation <br />for Specific Gravity Equal to: <br />2.80 <br />11 N 2.70 <br />2.60 <br />100 <br />95 <br />90 <br />0 5 10 15 20 25 30 <br />WATER CONTENT, % <br />