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NEE/j�C <br /> Huddleston-Berry SOIL COMPACTION TEST REPORT <br /> z Engineering&Tctii <br /> •--��`'� Task: Gob Pile Densities Field vs. Lab Densities <br /> Project No.: 01349 - 0001 Tested By: MS Date: 7/3/19 <br /> Project Name: Bowie Mine Work Order No: 60045 <br /> Client Name: Bowie Resources Authorized By: Client Date: 7/3/19 <br /> Placement Contractor: Bowie Resources Reviewed By: MAB Date: 7/8/19 <br /> Contractor Representative: Ron <br /> Relative <br /> Max.Dry Optimum Wet Speedy Field Dry Tare Weight Wet Weight Dry Weight Lab Dry Lab Relative <br /> No. Point No. Elevation Field DensityLab <br /> Density(pcf) Moisture(%) Density(pcf) Moisture(%) Density(pcf) (g) (g) (g) Moisture(%) <br /> Comp.(%) (pcf) Comp.(%) <br /> 1 431 5880.8 104.0 13.5 109.1 241.4 915.0 842.8 97.4 12.0% 94% <br /> 2 432 5881.9 104.0 13.5 105.0 290.9 1030.7 950.0 93.5 12.2% 90% <br /> 3 433 5884 104.0 13.5 105.5 237.1 1787.1 1604.8 93.1 13.3% 90% <br /> 4 434 5891.8 104.0 13.5 106.6 241.5 1339.6 1222.9 95.3 11.9% 92% <br /> 5 435 5890.4 104.0 13.5 108.2 292.0 1167.9 1075.0 96.7 11.9% 93% <br /> 6 436 5887.7 104.0 13.5 107.8 310.6 1933.3 1739.8 94.9 13.5% 91% <br /> Remarks: <br /> Gauge Number: 2472 Density Counts: 2792 Moisture Counts: 391 Record No,, 31 S <br />