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WESTERN <br />COLORADO <br />TESTING, <br />INC. <br />SOIL/AGGREGATE FIELD DE1l~IT`: ?~~~~ <br />Client: Powderhom Coal Company Tast Locations Designed By: WCT Job No.: 805096 <br />Project: Waste Coal Piles Authorized By: Larry Reschke Date: 6-16-96 <br />Location: Powderhom Coal Company TestedlCalc'd By: K. Hafey Date: b-16-96 <br />Type of Material: Waste Coal Reviewed By: Date: ~p• 7"~!' <br />Source of Material: Stockaile MoisturelDensity Relationship: T-180 Method: D <br />Test <br />No. <br />Date <br />Location of Test Hole Elevation <br />of Test <br />Datum <br />13 B/3/96 See Map CRDA-2 0 <br />14 6/3198 See Map CRDA-2 0 <br />15 6/3/96 See Map CRDA-2 0 <br />16 8/3196 See Map CRDA-2 0 <br /> <br /> <br />Test <br />No. Moisture <br />Density <br />Lab No. Optimum <br />Moisture Max. Dry <br />Density <br />pcf In-Place Characteristics <br />Moisture Dry Density <br />°b pef Relative <br />Compaction <br />°~ Within <br />Specs <br />Comments' <br />13 9.0 99.7 3.9 104.1 100+ Yes 11,18 <br />14 9.0 99.7 2.0 87.8 88 No 11,18 <br />16 9.0 99.7 6.9 88.2 88 No 11,18 <br />16 9.0 99.7 12.6 79.8 80 No 11,18 <br /> <br /> <br />' Comments: ' <br />7. Sutgrada 8. 100% min. req'd 74. Tested D-1888/AASHTO T-217 <br />2. Subbase FIII <br /> 8.98% rNn. req'd 18. Tested ASTM b-29221D3017 <br />~. Base Cowse <br />4. BackfiU 10.88% min. roq'd 18. Tented ASTM D-2922/AASHTO <br /> T-217 <br />8. Pavement Nee 11.80% Mn. req'd <br />8. BNoW Footlng 12. _% min. req'd 17. Rack correction applied to <br />7. Above Footlng Bottom 13. Moisture raq'd +/. ~~ msirrasn dry density AASHTO <br /> T-221 <br /> % of opt(mun <br />Copks to: ~ <br />.~ 18.OIher. Moisture Contents <br />18. Tested Locations on Accompanying Site Plan <br />20. Speeiflcatlons Unknown <br />21. 82-86% Compaction required <br />Note: Tasis reported to herein ars not part of a <br />continuous monitoring program of <br />compaction operations and accordingly <br />apply only to the actual location tested. <br />bf <br />mebyobs1B060r516.dae <br />