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Project: ...........................'..........................................., <br />GEOTECH <br />:......................................................... .................... Client / On Site Rep: <br />Bowie Resources / B. Bear <br /> <br />owie Mine Gob Pile Stability <br />--- ......'...... ' .° ...............'.° ..........'..................'..' .................. <br />?? <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave <br />- Montrose <br />CO 81401 <br />Contractor /Rep: <br />LoadOUt Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />9/18/2009 . <br />, <br />Ph.: (970) 249-6828 - FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY CO MPACTION REPORT <br />TEST LOCATION GRADE ELE TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />NUMBER Embankment Gob - Gob Pile No. 2 <br />Center Slope V NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pC0 CONTENT <br />(%) COMPACTION wmilN <br />SPEC TYPE NUMBER <br />304 (PT#4442) N 19479.66/E37387.82 6127.7 X 92.8 10.2 92.7 15.7 100.0 gob 301 & 303 r/c @ 24% <br />305 (PT#4443 N19512.64/E37648.16 6122.1 X 104.0 13.3 103.0 11.8 99.0 gob 300 r/c @ 12% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction Cohesive Soils X <br />Requirement: 90%+ <br />Cohesionless Soils Full Time: Day: S M T W Th F <br /> <br />X S <br /> <br />Sheepsfoot: IX <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified x X Smooth Drum Roller. <br />Moisture Cohesive Soils X <br />Requirement: N/A Cohesionless Soils Number of Site Visb/Day: <br /> <br /> <br />- Temp: To 32 32-50 50.70 70-85 <br /> <br />X 85 Up <br /> <br />Vibratory: <br /> Testing Only: F X <br />? Wind: Still Mod High <br /> <br />t <br />AS-fM-D <br />L <br />b <br />T <br />ti Requested By (Company Name): X X Other (List Below): Ell <br />ora <br />a <br />ory <br />es <br />ng <br />Cohesive Soils X <br />Procedure: 698 <br />Cohesionless Soils Ty Hyatt / Loadout Services Humidity: Dry <br /> <br />X Mod Humid Haul traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Re <br />Ty Hyatt / p of Company) of Test Results: <br />Loadout Services <br />Buckhom was not informed prior <br />Contractor Not Working Due 70: The Contractor Is: <br />to our arrival on site that the <br />contractor would <br />t b <br />ki <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material: Processing Wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry Mat'I: <br />Field Copies Given To. <br /> <br />Contractor: <br />Client: no <br />e wor <br />ng <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill: =Removing Unsuitable Mae l: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR9-18-091s#304-ap