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<br /> Relative Compaction Test Results , <br />yV Project Oak Ridge Energy Project Number D97062MT Date 328/97, Friday <br />~J location Durango, CO Engineering Technici an D. Strobel <br /> Client Goff Engineering Proctor Test Method ASTM D698 Method C <br /> <br /> Depth or Proctor Optium Dry Moisture Comp- <br /> Test Grade Density Moisture Density Content action <br />jb Number Location PCF °h % % °h Soil T e <br /> <br />d <br /> <br /> <br /> <br />d <br />A <br />wr. <br /> <br /> <br /> <br /> <br /> <br /> <br />~ .. <br /> <br /> 2 <br /> P <br /> Note: The test results indicate the soil conditions at the locations and elevations tested only. <br /> 2:00 p.m. testing <br />1 West side of entrance, approx. 20' grade 124.0 11.5 116.6 14.8 94 Ewing Mesa crusher reject <br /> from rock debris pile <br />2 West side of stock pile, approx. 30' " " 131.0 8.5 100 <br /> from coal deposit <br />3 North end of stock pile, 15' from pump " " 125.4 8.1 100 " <br /> truck deposits <br />4 East side of stockpile, 15' from " " 125.0 9.0 100 " <br /> edge of native material slope <br />5 Center of stockpile " " 130.2 9.1 100 " <br />