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Project: <br />M <br />— - <br />W <br />Client / On Site Rep: <br />F <br />S <br />• ' GEOTECH- <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />Contractor / Rep: <br />Sheepsfoot: <br />her: <br />222 South Park Ave. • Montrose, CO 81401 <br />Ph : (970) 249 -6828 • FAX: (970) 249 -0945 <br />Clear <br />Bowie Resources / Gary Harding <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />7/12/2013 <br />CONSTRUCTION MATERIALS TESTING <br />G. Jones <br />Smooth Drum Roller: <br />To 32 <br />DAILY COMPACTION <br />REPORT <br />70 -85 <br />85 Up <br />TEST <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />Nor <br />SOIL <br />LAB SAMPLE <br />NUC <br />SAND <br />NUMBER <br />DENSITY <br />MOIS'T'URE <br />DENSITY <br />CONTENT <br />coMPACrioN <br />wiTHIN <br />TYPE <br />NUMBER <br />Other (List Below): <br />(pCf) <br />CONT. ( %) <br />(pcf) <br />(%) <br />SPEC <br />865 <br />Pt. 5033 (N: 19579.71 - E: 37444.61) <br />6166.2 <br />X <br />94.8 <br />10.7 <br />91.0 <br />13.3 <br />95.9 <br />339/340 r/c @9% <br />866 <br />Pt. 5034 (N: 19385.37 - E: 37148.06) <br />6110.1 <br />X <br />97.7 <br />11.2 <br />89.4 <br />16.3 <br />91.5 <br />417/418 r/c @16% <br />867 <br />Pt. 5035 (N: 19368.81 - E: 37113.36) <br />1 6104.2 <br />X <br />1 <br />96.81 <br />11.31 <br />89.61 <br />15.41 <br />92.6 <br />417/418 r/c @13% <br />MOISTURE / DENSITY SPECIFICATIONS <br />led <br />action 90% Cohesive Soils <br />rement: Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />ir 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 />r Not Working Due To: The Contractor Is: <br />OBSERVATION / TESTING <br />Time: <br />Time: DX <br />ber of Site Visits /Day: EEI <br />ling Only: I <br />uested By (Company Name): <br />Bowie Resources <br />Insufficient amoun <br />of material placed. <br />FIELD OBSERVATIONS <br />Compaction Equipment Used: <br />5 <br />M <br />T <br />W <br />Th <br />F <br />S <br />CAT 815 <br />X <br />Sheepsfoot: <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 />I: <br />X <br />Vibratory: <br />Still <br />Mod <br />High <br />X <br />j <br />Other (List Below): <br />5 <br />M <br />T <br />W <br />Th <br />F <br />S <br />X <br />dity: Dry Mod Humid <br />X <br />Tied (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <br />Inclement Weather: Processing Frozen Material: processing wet Material: <br />Contra <br />Equipment Malfunction: Stripping and /or Grubbing: Moisture Conciftnmg Dry Mat'! Client: <br />CM /GP <br />Unknown: Stockpiling Fill: =Removing Unsuitable Mat'I: Other: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012+ DCR7- 12 -13gj #865 <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 />