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'n <br />Z <br />l-udcli iile ven EI111il�i;n � T „�i :, . 11C MOISTURE- DENSITY RELATIONSHIP <br />6 -ill ��'�111C t�l'tntle, Lhll, 13 <br />y R Gaul( RRICtiol).. CO 91501 <br />1 LS, 970 -255 -9005 <br />970 -755 -6919 <br />CLIENT Bowie ReSOUrce$ LLC PROJECT NAME Bowie Mine #2 <br />PROJECT NUMBER 00489.0003 PROJECT LOCATION Paonia CO <br />145 <br />140 <br />135 <br />130 <br />125 <br />CL <br />CL <br />W 120 <br />0 <br />© <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 />4\ <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 />2,70 <br />2.60 <br />100 <br />95 <br />94 <br />0 5 10 15 20 25 30 <br />WATER CONTENT, % <br />