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Project: <br />• • GEOTECH <br />E <br />::.::::::. <br />::-:: Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability - <br />............................................................................................... <br />Civil, Structural & Geotechnical Engineers <br />CO 81401 <br />- Montrose <br />222 South Park Ave Contractor / Rep: <br /> <br />Load Out Services / Ty Hyatt <br />Project Rio: <br />2005126-CMT Date: <br />12/12/2008 , <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 TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL. LAB SAMPLE <br />TEST <br />NUMBER LOCATION <br />Embankment Fill at Gob Pile No. 4 GRADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />222 (PT#4356) N19572.70/E38055.83 6099.8 X 89.2 9.1 89.8 12.9 100.7 gob/9c 9213 r/c 042% <br />223 (PT#4357) N19434.21/E37885.80 6100.2 X 102.8 8.2 99.5 12.0 96.8 gob/gc 94230UM231r/c070% <br />224 (PT#4358) N19553.64/E37870.80 6103.7 X 89.2 9.1 86.4 12.9 96.9 gob/gc 9213 r1c@42% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSE RVATION / TESTING FIELD OBSERVATIONS <br />S <br />ecified Date: Compaction Equipment Used: <br />p <br />Compaction ° Cohesive Soils X <br />Requirement: 90?0 + <br />Cohesionless Soils Full Time: Day: S M T W Th F <br />X 5 <br />Shee sfoot: A <br />p <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />ecified <br />S X Smooth Drum Roller: <br />p <br />Moisture Cohesive Soils X <br />Requirement: N/A Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 <br />X 50-70 70-85 85 Up <br />Vibratory: <br /> Testing Only: 1 ^ Wind: Still Mod High <br /> Requested By (Company Name): X X Other (List Below): A <br />Laboratory Testing ASTM-698 Cohesive Soils X <br />Procedure: <br />Cohesionless Soils Ty Hyatt / Load Out 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 />lof material placed. informed (Rep of Company) of Test Results: <br />Ty Hyatt /Load Out Services <br />Buckhorn was not informed prior <br />to our arrival on site that the <br />Contractor Not Working Due To: The Contractor Is: 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 Grubbing: Moisture Conditioning Dry Mat'k Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Fill: =Removing unsuitable Marl: CM/GM: <br />Other: PAGE I OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.As DCR12-12-0815#222-ap