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Project. <br />Bowie Mine Gob Pile Stability <br />eivri, <br />CONSTRUCTION <br />- <br />tBU� GEOTECH <br />Structural & Geotechnicai Engineers <br />222 South Park Ave. • Monrrose, CC 87405 <br />Ph.: (970) 243 -6828 • FAX: (970) 249.0945 <br />MATERIALS TESTING LABORATORY <br />Client / On Site Rep: <br />Bowie Resources / Basil Bear <br />Contractor / Rep: <br />Bowie Resources /Gary Harding <br />Protect No: <br />2005126 - CMT <br />Date: <br />6/2/2011 <br />Technician: <br />G. Jones <br />DAILY COMPACTION REPORT <br />TES <br />NUMBER <br />LOCATION <br />• GRADE ELEV <br />TES TYPE <br />MAX DRY <br />DENSITY <br />(pcf) <br />OPTIMUM <br />MOISTURE <br />CONT. (%) <br />10.8 <br />DRY <br />DENSITY <br />{pcf) <br />95.5 <br />MOISTURE <br />CONTENT <br />( %) <br />13.9 <br />PERCENT <br />COMPACTION <br />96.8 <br />NOT <br />),.. H <br />sP <br />SOIL LAB SAMPLE <br />TYPE NUMBER <br />11111 333a/335 r/c a19o/,( <br />SAND <br />el <br />452 <br />(PT #4600) <br />6136.7 <br />Ems 98.6 <br />IIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIMIIIIIIIIIIIMIIIIMIIIIIIIIIIIIIIIIIIIIB <br />N 19671.70/E37703, 48 <br />I iupuI i ,_ <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />7 <br />FIELD OBSERVATIONS <br />Specified <br />Compaction 90% y Cohesive Soils <br />Requirement: Cohesioniess Soils <br />Full Time: <br />Part Time: <br />Number of Ste <br />Testing Only: <br />visit /Day: <br />(Company Name): <br />Date: <br />Day: <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Compaction Equipment <br />F <br />Sheeps oot: <br />Smooth Drum Roller: <br />Vibratory: <br />Other (List Below): <br />CAT 815 <br />Used: <br />5 <br />M <br />T <br />W } Th <br />n <br />F <br />S <br />X <br />n <br />X <br />Sun <br />X <br />Clear <br />X <br />Overcast <br />Rain <br />Snow <br />Specified <br />Moisture Cohesive Soils <br />Requirement: +/- 2% <br />Cohesror,iess Soils <br />1 <br />1 1 <br />To 32 <br />32 -50 <br />50 -70 <br />X <br />70 -85 <br />25 Up <br />I f <br />Still <br />Mod <br />X <br />Hi h <br />g <br />Laboratory Testing lASTi`1 Cohesive Soils <br />) Procedure: D698 <br />Cohesioniess Soils <br />.Requested By <br />Gary Harding <br />1 <br />Dry <br />X <br />Mod <br />Humid <br />NOT <br />DENSITY / COMPACTION TESTING WAS I�OT PER. ORMED <br />E ON THIS DATE FOR THE FOLLOWING REASONS: <br />Insufficient amount <br />of material placed. <br />Informed (Rep of Company) of Test Rases: <br />( P p Y) <br />Gary Harding <br />Buckhorr, was <br />to our arrival <br />contractor would <br />on <br />not informed prior i <br />on site that the <br />not be working <br />this date. <br />: Contractor Not <br />` <br />Inclement Weather: <br />S <br />Equipment Malfunction: <br />Unknown: <br />Working Due To: <br />The Contractor Is: <br />Processing =.o,en rate; ai: <br />ri: :g,a,,,lul .. :. <br />sto;F:p:anO Hi: <br />We Mater 2: <br />or <br />Unsuitable ti t'i: <br />Field Copies <br />Contractor: <br />.._ <br />_._. <br />T <br />Given o: <br />1 <br />Procesur:e <br />1 <br />LS-. <br />t <br />1m <br />Matt ' Client: <br />CM /GM: <br />PAGE 1 OF 1 <br />i <br />{ y R ern =ing <br />- <br />Other: <br />05- 126 -CMT Bowie Mine too. 2 Gob Pile Stability CC-S3 7.19.10.Xis DCR6- 2 -11gj #452 <br />