Laserfiche WebLink
MOISTURE-DENSITY RELATIONSHIP <br />° 6:40 %%hile Awime. Unit B <br />u Gnuul h,nction. CO 81501 <br />970 -255-3005 <br />°-•-.cow' 970 -255 -6313 <br />CLIENT Bowie Resources, LLC PROJECT TAME 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 />w 120 <br />a <br />Q <br />115 <br />110 <br />105 <br />Sample Date: 41112015 <br />Sample No.: 15 -0130 <br />Source of Material: Gob Pile #2 4/1/2015 <br />Description of Material: SILTY SAND with GRAVEL(SM) <br />Test Method: ASTM D1557A <br />TEST RESULTS <br />Maximum Dry Density 102.0 PCF <br />Optimum Water Content 11.0 % <br />GRADATION RESULTS (% PASSING) <br />#200 #4 3l4" <br />29 81 100 <br />VF N <br />ATfERBERG LIMITS <br />—)7 LL PL PI <br />38 26 12 <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 />90 <br />0 5 10 15 20 25 30 <br />WATER CONTENT, % <br />