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REP52623
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Entry Properties
Last modified
8/25/2016 12:57:08 AM
Creation date
11/27/2007 1:24:27 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981041
IBM Index Class Name
Report
Doc Date
11/30/1983
Doc Name
SOIL AGGREGATE FIELD DENSITY TESTS
Permit Index Doc Type
Waste Pile/Fill Report
Media Type
D
Archive
No
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WESTERN 400 South Lorena <br />Farmington, New Mexico 8740"I <br />TECHNOLOGIES, (505) 327-4966 LABORATORY R E P O R T <br />INC. <br />SOIL/AGGREGATE FIELD DENSITY TESTS <br />Client Powderhorn Coal Company <br />P. 0. Box 143 <br />Palisade, CO 81526 <br />Fro)ect _____ _Cameo III Coal Refuse Pile <br />--- - - - - <br />L«ation _ Cameo, _Colorade_~ _ _ _ __ <br />Type of Material Coal & Carbonaceous shale quthorizedey_ Henry <br />Source of Material. Cameo III Coal Refuse Pilfi=eared/Calc.By_ Tom W <br />Moisture/Density Relationship ~ 6 9 B Meth. A Test Locations Designated By <br />W.O. H <br />lob No. __-__ <br />Lab./Invoice No <br />Date ___ _____ <br />6142W051 <br />6142J034 <br />5-18-82 _ _ <br />Sheet 1 of 2 <br />Barbe -Date.5-17-82 <br />sthoff <br />Tom Westhoff/WTI <br /> Elevation <br />Test Date Location of Test Hole d Test <br />No. <br />Datum 1 <br />1 5-18-82 See attached location plan. + <br />2 5-18-82 See attached location plan. + <br />3 5-18-82 See attached location plan. + <br />4 5-18-82 See attached location plan. + <br />5 5-18-82 See attached location plan. + <br /> Moisture Optimum Max.Ory In-Place Ch aracteristic Relative Within <br />Test Density Moisture DeroiN Moisture Dry Density Compattion Specs Comments• <br />NO' Lab. No. % pd % IXf % t <br />1 1 13.0 95.8 7.6 95,3 99 yes 11,16,18,19 <br />2 1 13.0 95,8 6.6 92,9 97 yes 11,16,18,19 <br />3 1 13.0 95.8 9.0 93.6 98 yes 11,16,18,19 <br />4 1 13.0 95,8 4.9 96.8 100+ yes 11,16,18,19 <br />5 1 13.0 95.8 8.3 93,3 97 yes 11,16,18,19 <br />'Comments <br />1. Subarade 8.100%min. rpp'd. II. Tested 0.1556/MSHTO T-217 19. Test Locations an Accompanying Site Plan <br />2. Subbase Fill 9. 9B%min. rcq'd. <br />' 15. Tested ASTM o-2922/o-w17 20. SpecifiQr~tplons Unkr~ n <br />a c e O f f e l l <br />t s u <br />' <br />3. Base Course 10.95%min. rep <br />d. 14. Tes4d A$TM D-2922/MSHTO T-217 i <br />T <br />H <br />~. Backfill 11.90%min. read. 17. Rock arrrxtion applied to maximum f Datum <br />S. Pavement Area 12. BS%min. reQ'd. dry densi MSFfTO T-22 <br />~ Note: Teals reported herein are not part d a continuous mo~~- <br />b. Below Footing Bottom 1). P P I Y' n I 1 P rl b <br />18. Other W y torin0 protram d compaction operations and acosrdinaly <br />7. Above Footing BrMtan truck traffic apply only to she actual loulim tested. <br />Copies to: R e a p F C $~~~!I,~ e~t[~1 t t e d, <br />WESTeffl~~ ~f0 `e`~~5, INC. <br />° <br />ate. o° <br />' 014 °~ 19033 ~~ -` c <br />~~r..e,.e ~ . <br />LawrwfJr>ne.°),__~q`~~fPa, P. E. <br />
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