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Project: <br />M <br />-- - T <br />W <br />Client / On Site Rep: <br />F <br />S <br />CAT 815 <br />+ ' GEOTECH <br />Bowie Resources / B. Bear <br />Contractor / Rep: <br />Bowie Mine Gob Pile Stability <br />TCivil, Structural & Geotechnical Engineers <br />Sheepsfoot: F <br />her: <br />Sun <br />Clear <br />Bowie Resources / Gary <br />Harding <br />Snow <br />222 South Park Ave. • Montrose, CO 81401 <br />Ph.: (970) 249.8826 • FAX: (970) 249 -0945 <br />X <br />Project No: <br />Date: <br />Technician: <br />32 -50 <br />2005126 -CMT <br />7/19/2013 <br />CONSTRUCTION MATERIALS TESTING <br />G. Jones <br />DAILY <br />COMPACTION REPORT <br />X <br />Vibratory: <br />TEST <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <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 />coMPAcION <br />wrrH> <br />TYPE <br />NUMBER <br />(P� <br />CONT. ( %) <br />(Pcf) <br />( %) <br />SPEC <br />875 <br />Pt. 5043 (N: 19396.35 - E: 37108.52) <br />6110.3 <br />X <br />100.5 <br />10.9 <br />92.5 <br />14.2 <br />92.0 <br />354/355 r/c @12% <br />876 <br />Pt. 5044 (N: 19351.32 - E: 37185.73) <br />6111.5 <br />X <br />101.0 <br />10.8 <br />91.4 <br />14.0 <br />90.5 <br />354/355 r/c @13% <br />877 <br />Pt. 5045 (N: 19982.20 - E: 37422.93) <br />1 6200.9 <br />X <br />100.61 <br />10.81 <br />93.0 <br />13.11 <br />92.4 <br />354/355 r/c @13% <br />878 <br />Pt. (N: 19872.55 - E: 37406.46) <br />6190.0 <br />X <br />1 94.21 <br />10.81 <br />94.61 <br />14.71 <br />100.4 <br />1 339/340 r/c @7% <br />MOISTURE / DENSITY SPECIFICATIONS <br />90% Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />Laboratory Testing ASTM Cohesive Soils <br />Procedure: D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Contractor Not Working Due TO: The Contractor Is: <br />OBSERVATION / TESTING <br />ill Time: <br />art Time: EE <br />umber of Site Visits /Day: <br />esting Only: <br />equested By (Company Name): <br />Bowie Resources <br />Insufficient <br />of material <br />Inclement Weather: Processing Frozen Material: Processing Wet Material: <br />Equipment Malfunction: Stripping and /or Grubbing: Moisture Conditioning Dry Matz: <br />i <br />Unknown: stockpiling Fill: Removing unsuitable Man: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012+ DCR7- 19 -13gj #875 <br />FIELD OBSERVATIONS <br />7/19/2013 Compaction Equipment Used: <br />M s <br />M <br />T <br />W <br />TI <br />F <br />S <br />CAT 815 <br />X <br />I <br />Sheepsfoot: F <br />her: <br />Sun <br />Clear <br />Overcast <br />Rain <br />Snow <br />X <br />X <br />Smooth Drum Roller_ <br />To 32 <br />32 -50 <br />50 -70 <br />70 -85 <br />85 Up <br />K <br />X <br />Vibratory: <br />Still <br />Mod <br />High <br />X <br />Other (List Below): <br />M s <br />M <br />T <br />W <br />TI <br />F <br />S <br />X <br />I <br />dity: Dry Mod Humid <br />X <br />ned (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <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 OF 1 <br />