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Project: ........................ ......... :............... <br /> <br />' GECd4ECF? <br />Client J On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability Civii, Structural & Geotechnicai Engineers <br /> <br />222 South Park Ave <br />• Montrose <br />CO 81401 <br />Contractor /Rep: <br />Bowie Resources / Gary Harding <br />Project No: <br />2005126-CMT Date: <br />3/3/2011 . <br />. <br />Ph.: (970) 249.8828 FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY CO MPACTION REPORT <br />TEST LOCATION G TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT Nor SOIL LAB SAMPLE <br />NUMBER <br />Embankment Gob at the East Bench RADE ELEV MC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%e) DENSITY <br />(pcf) CONTENT <br />(%) COMPAC70N wTH[N <br />SPEC TYPE NUMBER <br />420 PT#4568) N19308.04/E37894,07 6075,0 X 96.9 11.8 92.0 14.7 94.9 Gob 417/418 r/c@15% <br />421 (PT#4569) N19388.56/E37905.93 6078.6 X 99.9 10.7 95.4 13.8 95.5 Gob 417/418 r/c@20% <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 9000 } Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: Day: 5 <br /> <br />I M <br /> <br />- T W Th <br /> <br /> <br />X F 5 <br /> <br /> <br />heepsfoot: <br />A <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified X Smooth Drum Roller: <br />Moisture N/A Cohesive Soils X <br />Requirement: Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 <br />X 50-70 70-55 85 Vp <br />Vibratory: <br /> Testing Only: I Wind: Still Mod High <br /> <br />L <br />b <br />T <br />ti <br />t Requested By (Company Name): X X Other (List Below): <br />a <br />ora <br />es <br />ory <br />ng <br />Procedure: AST.M-698 Cohesive Soils X <br />Cohesionless Soils <br />Gary Harding / Bowie Resources <br />Humidity: <br />Dry <br />X <br />Mod <br />Humid <br />CAT 815 <br />DENSITY / COMPACTION <br />ON THIS DATE FOR TESTING WAS NOT PERFORMED <br />THE FOLLOWING REASONS: l Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Gary Harding/Bowie Resources <br />Buckhom was not informed prior <br />Contractor Not Working Due To: The Contractor Is: B. Bear/Bowie R2SOUrCeS to our arrival on site that the <br />t <br />t <br />ld <br />b <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen. Material: ?Proecssmg Wet Material: <br /> <br />Stnppmc and/or Dubbing: Moisture Conditionma Dry Mat*]: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: con <br />rac <br />or wou <br />not <br />e working <br />on this date. <br /> <br />Unknown: <br />stockp:6ng Fill: ?Peniowng Unsu able Maf'1: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability CC-S7 7.19.10.xis DCR3-3-111s#420