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Project: ... .. <br />'E ECH Client / On Site Rep: <br /> <br />Bowie Resources /Basil Bear <br />Bowie Mine Gob Pile Stability ..,-.....__.....__....._.... _.... ..... ._..._... <br />Civil, Structural & Geotechnical Engineers <br />• Montrose <br />CO 81401 <br />222 South Park Ave Contractor / Rep: <br /> <br />Bowie Resources / Tracy M. <br />Project No: <br />2005126-CMT Date: <br />8/25J2010 . <br />. <br />Ph.: (970) 249.6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />G. Jones <br />DAILY COMPACTIO N REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT HOT SOIL LAB SAMPLE <br />TEST <br />NUMBER GRADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION wrrHm <br />SPED TYPE NUMBER <br />404A (PT#4556) N19307.82/E37582.41 6092.3 X 105.4 10.4 94.4 12.0 90.0 gob 356 rc @ 16% <br />409 (PT#4557) N 19288.55/E37498.63 6090.0 X 98.7 9.8 93.2 10.4 94.4 gob 339/340 rc 0 20% <br />410 (PT#4558) N 19289.10/E37923.00 6071.4 X 96.8 10.4 96.6 10.6 99.7 gob 339/340 rc @ 14% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: 8/ 25/20 10 Compaction Equipment Used: <br />Compaction 90% } Cohesive Soils <br />Requirement: Cohesionless Soils Full Time: Day: S M T W <br />X Th F S <br />Sheepsfoot: 0 <br /> Part Time: Weather: Sun Clear Overcast Rain Snow CAT 815 <br />Specified x X Smooth Drum Roller. <br />Moisture N/A Cohesive Soils <br />Requirement: Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 50-70 <br />x 70-85 <br />X 85 Up <br />Vibratory: <br /> Testing Only: IA Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />ASTM Laboratory Testing <br />Procedure: D-698 Cohesive Soils <br />Cohesionless Soils <br />Tracy Matekovic <br />Humidity: <br />Dry <br />Mod <br />X <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />lof material placed. Informed (Rep of Company) of Test Results: <br />Tracy <br />Buckhorn was not informed prior <br />Contractor Not Working Due To: The Contractor Is: to our arrival on site that the <br />contractor would not be working <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br />Processing Frozen Material: Processing Wet Material: <br /> <br />Stripping and/or Grubhing: Moisture Conditioning Dry Matt: Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable MatT CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability CC-53 7.19.10.xis DCR8-25-10gj#404A