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Project: <br />-- <br />Client / On Site Rep: <br />Compaction Equipment Used: <br />CAT 815 <br />M <br />• ' GEOTECH <br />W <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br />-_.- __. _ .. - - <br />Civil, Structural & Geotechnical Engineers <br />Contractor / Rep: <br />X <br />222 South Park Ave. • Montrose. co 81401 <br />Ph.: (970) 249 -6828 • FAX. (970) 249-0945 <br />Bowie Resources / Gary Harding <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />Snow <br />9/26/2013 <br />CONSTRUCTION MATERIALS TESTING <br />X <br />B. Heckard <br />Smooth Drum Roller: <br />DAILY <br />COMPACTION REPORT <br />50 -70 <br />70 -85 <br />85 Up <br />TEST <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />Vibratory: <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />LAB SAMPLE <br />NUC <br />SAND <br />NUMBER <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />WITHIN <br />TYPE <br />NUMBER <br />(pct) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />939 <br />Pt. 5108 <br />N:19649.46 E:37593.23 <br />6168.5 <br />X <br />94.9 <br />10.5 <br />89.5 <br />14.3 <br />94.3 <br />339/340 r/c @15% <br />940 <br />Pt. 5109 <br />N:19717.04 E:37674.10 <br />6166.9 <br />X <br />94.1 <br />10.5 <br />90.Z <br />16.3 <br />95.9 <br />339/340 r/c @10% <br />941 <br />Pt. 5110 <br />N:19806.87 E:37651.63 <br />6177.6 <br />X <br />93.3 <br />10.8 <br />87.81 <br />15.1 <br />94.2 <br />339/340r/c @8% <br />942 <br />JPt. 5111 <br />N:19842.18 E:37589.59)__ <br />6182.4 <br />X <br />94.2 <br />10.5 <br />Cin 21 <br />11.8 <br />95 71 <br />1 <br />1 339/340 r/c @12% <br />MOISTURE / DENSITY SPECIFICATIONS <br />90% Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />Full Time: <br />Part Time: 1 <br />Testing ASTM Cohesive Soils <br />D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Not Working Due To: IThe Contractor Is: <br />of Site Visits/Day: <br />IOnly: <br />sted By (Company Name): <br />Bowie Resources <br />FIELD OBSERVATIONS <br />:b /LU1.5 <br />Compaction Equipment Used: <br />CAT 815 <br />M <br />T <br />W <br />Th <br />F <br />5 <br />X <br />Sheepsfoot: <br />Sun <br />Clear <br />Overcast <br />Rain <br />Snow <br />X <br />Smooth Drum Roller: <br />To 32 <br />32 -50 <br />50 -70 <br />70 -85 <br />85 Up <br />X <br />Vibratory: <br />Still <br />Mod <br />High <br />X <br />Other (List Below): <br />S <br />Humidity: Dry Mod Humid <br />X <br />Insufficient amount Informed (Rep of Company) of Test Results: <br />of material placed. Ron Grimland (Bowie Resources) <br />Field Copies Given To: <br />Weather: Processing Frozen Matenal: Processing Wet Material: <br />Malfunction: = stripping and /or Grubbing: Moisture Conditioning Dry Matt: <br />Stockpiling Flt: =Removing Unsuitable Matl: <br />U�-1Lb -C,M I tsowie aline NO. 2 Gob Nile Stability 2012+.Xls DCR9- 19 -13bh #939 -942 <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 1 <br />Humidity: Dry Mod Humid <br />X <br />Insufficient amount Informed (Rep of Company) of Test Results: <br />of material placed. Ron Grimland (Bowie Resources) <br />Field Copies Given To: <br />Weather: Processing Frozen Matenal: Processing Wet Material: <br />Malfunction: = stripping and /or Grubbing: Moisture Conditioning Dry Matt: <br />Stockpiling Flt: =Removing Unsuitable Matl: <br />U�-1Lb -C,M I tsowie aline NO. 2 Gob Nile Stability 2012+.Xls DCR9- 19 -13bh #939 -942 <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 1 <br />