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Project: I. - - °" Client / On Site Rep: <br />GEOTECH Bowie Resources / Ron Grimland <br />Bowie Mine Gob Pile Stability Civil, Structural & Geoiechnical Engineers Contractor / Rep: <br />222 South Park Ave. • Montrose, Cc 81401 Bowie Resources / Ron Grimland <br />Project No: Date: Ph.: (970) 249-6828 • FAX: (970) 249 -0945 Technician: <br />2005126 -CMT 10/3/2013 CONSTRUCTION MATERIALS TESTING B. Heckard <br />Note: Sample Nos. 943 & 944 were sent to ATT for lab analysis, not tested for <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />GRADE <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />Nor <br />$0IL <br />LAB SAMPLE <br />TEST <br />NUMBER <br />LOCATION <br />Testing AST Cohesive Soils <br />ELEV <br />NUC <br />SAND <br />DENSITY <br />I <br />MOISTURE <br />DENSM <br />CONTENT <br />C°MPACTioN <br />w[Tr1 <br />'TYPE <br />NUMBER <br />The Contractor Is: <br />Weather: <br />Processing Frozen Matenal: <br />=Processing Wet Material C <br />Malfunction: <br />(PCO <br />CONT. ( %) <br />(pcf) <br />( %) <br />=Removing Unsuitable Mail: C <br />SPEC <br />945 <br />Pt 5112 <br />6115.2 <br />x <br />101.91 <br />11.3 <br />94.8 <br />14.31 <br />93.0 <br />r/c 358 <br />946 <br />Pt 5113 <br />6115.3 <br />x <br />102.41 <br />11.6 <br />100.9 <br />13.61 <br />98.5 <br />rlc 358 <br />Note: Sample Nos. 943 & 944 were sent to ATT for lab analysis, not tested for <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />Cohesive Soils <br />90% <br />Full Time. <br />nt: Cahesionless Soils <br />S <br />I <br />Part Time: [ A I <br />Number of Site Visits /Day: <br />N/A Cohesive Soils <br />nt: Cohesioniess Sods <br />I X <br />50 -70 <br />Testing Only: I <br />Requested By (Company Name): <br />8S up <br />Testing AST Cohesive Soils <br />Bowie Resources <br />D698 8 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />amount of material <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Mod <br />placed. <br />Not Working Due To: <br />The Contractor Is: <br />Weather: <br />Processing Frozen Matenal: <br />=Processing Wet Material C <br />Malfunction: <br />Stripping and /or Grubbing; <br />=Moisture Conditioning Cry Matz: C <br />Mod <br />Stockpiling Fill: <br />=Removing Unsuitable Mail: C <br />Day: <br />i, Please see attached test results supplied by ATT for detail. <br />FIELD OBSERVATIONS <br />10/3/2013 lCompaction Equipment Used: <br />S <br />M <br />T <br />W <br />TI <br />F <br />S <br />I <br />I I <br />To 32 <br />I X <br />50 -70 <br />70-85 <br />Weather: <br />Sun <br />Clear <br />Overcast <br />Rain ! <br />X <br />To 32 <br />32 -50 <br />50 -70 <br />70-85 <br />8S up <br />Temp: <br />X <br />Still <br />Mod <br />High <br />Wind: <br />X <br />Dry <br />Mod <br />Humid <br />Humidity: <br />x <br />l <br />Informed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <br />Client: <br />Other: <br />05-126 -CMT Bowie Mine Igo. 2 Gob Pile Stability 2012 +.xls DCR10- 3 -13bh #945 -946 <br />:AT 815 <br />iheepsfoot: ET I <br />imooth Drum Roller: <br />4bratory: <br />3ther (List Below): <br />Buckhom 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 OF I <br />