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Project: <br />Bowie Mine Gob Pile Stability <br />__- ---- --- __---- <br />BUCKHOR GEOTECH i <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Contractor / Rep: <br />Bowie Resources /Gary Harding <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave • Montrose, CO 81401 <br />Ph.: (970) 249 -6828 • FAX: (970) 249 -0945 <br />CONSTRUCTION MATERIALS TESTING <br />Project No: <br />2005126 -CMT <br />Date: <br />10/10/2012 <br />Technician: <br />J. Harshman <br />DAILY COMPACTION REPORT <br />TEST <br />NUMBER <br />LOCATION <br />GRADE <br />ELEV <br />TEST TYPE <br />MAX DRY <br />DENSITY <br />(pcf) <br />OPTIMUM <br />MOISTURE <br />CONT. ( %) <br />DRY <br />DENSITY <br />(pcf) <br />MOISTURE <br />CONTENT <br />( %) <br />PERCENT <br />COMPACrIoN <br />NOT <br />warm <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />NUC <br />SAND <br />755A <br />retest Pt. 4921 (N: 19615.22 - E: 377 <br />6148.5 <br />X <br />97.2 <br />11.2 <br />79.8 <br />^ <br />19.1 <br />82.1 <br />X <br />417 & 418 rc @ 15% <br />757 <br />Pt. 4922 (N: 20198.33 - E: 37470.48) <br />6204.9 <br />X <br />101.6 <br />11.2 <br />92.1 <br />17.7 <br />90.6 <br />544 rc @ 20 <br />758 <br />Pt. 4923 (N: 20123.09 - E: 37505.16) <br />6203.8 <br />X <br />100.4 <br />11.3 <br />92.9 <br />15.7 <br />92.5 <br />544 rc @ 19% <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />FIELD OBSERVATIONS <br />Specified <br />Compaction Cohesive Soils X <br />Requirement: 90% Cohesionless Soils <br />Date: 1/2012 <br />Compaction Equipment Used: <br />Full Time: I I <br />Day: <br />S <br />M <br />T <br />X <br />Th <br />F <br />S <br />Sheepsfoot: I X I <br />Part Time: I I <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Sun <br />Clear <br />X <br />Overcast <br />• <br />Rain <br />Snow <br />CAT 815 <br />Specified <br />Moisture N/A Cohesive Soils X <br />Requirement: Cohesionless Soils <br />Smooth Drum Roller: I 1 <br />Number of Site Visits /Day: I I <br />To 32 <br />32 -50 <br />50 -70 <br />X <br />70 -85 <br />85 Up <br />Vibratory: I <br />Testing Only: I X <br />Still <br />X <br />Mod <br />High <br />Laboratory Testing ASTM Cohesive Soils X <br />Procedure: D -698 <br />Cohesionless Soils <br />Requested By (Company Name): <br />Bowie Resources <br />Other (List Below): I <br />Dry <br />X <br />Mod <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Insufficient amount <br />Informed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <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 />of material placed. L <br />Contractor Not Working Due To: <br />The Contractor Is: <br />Field Copies Given To: <br />Contractor: <br />Inclement Weather: I <br />Processing Frozen Material: I 'Processing Wet Matenai, I <br />I I <br />Equipment Malfunction: I <br />Stripping and /or Grubbing: <br />'Moisture Conditioning Dry Mati: 1 <br />Client: <br />CM /GM: <br />PAGE 1 OF 1 <br />Unknown: I <br />Stockpiling Fill: <br />Removing Unsuitable Mati: I <br />Other: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xls DCR10- 10 -12jh #755A, 757 <br />