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Project: ............................................................................. <br />• ' GEOTECH <br />...................................................... Client / On Site Rep: <br />Bowie Resources / B. Bear <br /> <br />Bowie Mine Gob Pile Stability .......... °..................................................................... . <br />• • ° °•-•- <br />Civil, Structural & Geotechnical Engineers <br />222 South-Park-Ave. - Momrose <br />CO 61401 <br />Contractor /Rep: <br /> <br />Loadout-ServlCeS / Ty Hyatt <br />Project No: Date. <br />2005126-CMT 9/25/2009 . <br />Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY CO MPACTION REPORT <br />rN <br />BER LOCATION <br />Embankment Gob - Gob Pile No. 2 <br />Center Slope <br />GRADE ELEV TESTTYPE <br />NUC SAND MAX DRY <br />DENSITY <br />(pcf) OPTIMUM <br />MOISTURE <br />CONT. (%) DRY <br />DENSITY <br />(pcf) MOISTURE <br />CONTENT <br />(%) PERCENT <br />COMPACTION NOT <br />WITHIN <br />SPEC SOIL <br />TYPE LAB SAMPLE <br />NUMBER <br />6 PT#4444) N19504.37/E37645.58 6123.8 X 105.5 11.8 90.6 15.5 85.9 X gob 300 r/c 0 25% <br />307 (PT#4445 N19433.71/E37356.29 6127.6 X 99.3 9.8 91.2 15.4 91.8 gob 226 & 229 r/c 0 23% <br />308 PT#4446) N19466.33/E37255.98 6126.6 X 104.3 12.8 103.5 13.0 99.2 gob 300 r/c 0 15% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction 90% + Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: Day: S M T W Th F <br />X S <br />Sheepsfoot: EKI <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: <br /> <br />- Temp: To 32 32-50 50-70 <br />x 70-85 85 Up <br />Vibratory: <br /> Testing Only: F X <br />1 Wind: still Mod High <br /> <br />b <br />L <br />ASTM-D Requested By (Company Name): X X Other (List Below): 0 <br />a <br />oratory Testing <br />Cohesive Soils X <br />Procedure: 6g8 8 <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; l Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Mike West / Loadout Services <br />Buckhom was not informed prior <br />Contractor Not Working Due To: The Contractor Is: <br />to our arrival on site that the <br />contractor <br />ld <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 Matt: <br />Field Copies Given To: <br /> <br />Contractor: <br />client: wou <br />no <br />e wor <br />ng <br />on this date. <br /> <br />Unknown: <br />Stockpiling RII: Removing Unsuitable Mat]: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CM7 Bowie Mine Gob Pile Stability.xls DCR9-25-091s#306-ap