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Bowie Mine Gob Piie Stability <br />zao6126-cMT j 2/6/200 <br />LOCATION <br />Nu~R Embankm t Gob on <br />Gob Pile Nos, 1 and 4 <br />192 (PT#4273) N19436.615/E3649~ <br />193 (i7r#4274 N19471.459/E3634( <br />194 (PT#4275) N1942i.791/E3623~ <br />MOISTURE /DENSITY SPECIFICATIONS <br />90% -{- Cohesive soils X <br />t' Coheslonless Soils <br />n/a Cohesive Sails X <br />Cohesionless Sails <br />Itary Testing ASTM - Cohesive Soils X <br />lure: fi98 <br />Cohesianless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />ctor Not Working Due Ta: The Cantractar Is: <br />Client / On Site Rep: <br />` • ' G E QTE C H Bowie Res <br />• Contractor / Re <br /> ources - B. Bear <br /> P <br />CIVIL, STRl14TURAL & GEOTECHNICAL ENGINEERS road Out Services -Steve West <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br /> L. Sanchez <br />DAILY CO MPACTIO N REPORT <br />TEST T <br />GRADE ELEV YPE MAX DRY OPTIMUM DRY MOISTURE PERCEM Nor SOIL LAB <br /> NLiC SAND DENSITY MOISTURE DENSITY CONTENT COMPACTION WITH]N TYpE SAMPLi= <br /> <br />6183 <br />3 <br />X (pcr] CONT. (%} (pcf) (%) SPEC NUMBER <br />. 114.1 9.9 104.9 13.3 91 <br />7 Ob <br /> <br />6192 <br />2 <br />X . 4264/65/66 r/c @31% <br />. <br />6193.6 <br />X 113.$ <br />113 <br />8 10.1 <br />10 <br />1 102.6 16.2 90.1 gob 4264/65/66 r/c C~27% <br /> . . 102.4 17.9 90.0 ooh 4~~ar~~~F~ .,. ~~~°~ <br />OBSERVATION /TESTING <br />Time: <br />Time: <br />ber of Site Visits/Day: 1 w F <br />ing Only: <br />rested By (Company Name): <br />Bowie Resources - B. Bear <br />Insufficient amount of <br />material ofaced. <br />I nclement Weather: Processing Frozen Material: Processing wet Material: C <br />E quipment Malfunction: stripping and/or Grubbing: Moisture Conditioning Ory MaYI; C <br />U nknown: ~'-- <br />Stockpiling Fii: Removing Unsuitable MaPl: <br /> I.r- <br />FIELD OBSERVATIONS <br />Day: <br />S M T W Th F S <br /> X <br />=a~~~~+. aun ~.iear uvercast Rain Sno <br />X X X <br />mp: To 3z 3z-so 50-70 7o-as as uP <br />X <br />nd: Still Mod High <br />X <br />midity: Dry Mod Humid <br />X <br />armed (Rep of Company) of Test Results; <br />Load Out Services - Ty F{yatt <br />d Copies Given To: <br />CM/GM: <br />:ampactian Equipment Used: <br />iheepsfoot: <br />smooth Drum Roller: <br />'ibratory: <br />ether (List Below); <br />laul Traffic <br />Buckhorn was not informed prior <br />to our arrival on site that the <br />contractor would not be working <br />on this date. <br />PAGE 1 4F 1 <br />05-926-CMT Bowie Mine Gob Pile Stability.xlsDCR2-6-Q81s#992-sj <br />