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Project: :............................................................................. <br />- GEOTECH ' <br />:....................................... Client / On Site Rep: <br />Bowie Resources ( B. Bear <br />Bowie Mine Gob Pile Stability <br />" ' ? ' ' ' ' ' ' ' <br />Civii, Structural & Geotechnical Engineers <br />222-SoUth Park Ave <br />• Montrose <br />CO 81401 <br />Contractor /Rep: <br />Load Out Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />7/13/2009 . <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 /> LOCATION <br />GRA TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT, NOT SOIL LAB SAMPLE <br />NUM ER Embankment Gob - Gob Pile No. 2 <br />Center Slope DE ELEV NUC SAND DENSITY <br />(pct) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />282 <br />283 <br />284 PT#4419 N19527.91/E37584.65 <br />PT#4420) N19471.35/E37460.57 <br />(PT#4421) N19435.42/E37209.88 6114.2 <br />6115.0 <br />6113.0 X <br />X <br />X 95.9 <br />97.0 <br />86.0 10.2 <br />10.1 <br />11.3 92.4 <br />94.8 <br />78.9 12.5 <br />12.8 <br />14.6 96.4 <br />97.7 <br />91.7 gob <br />gob <br />gob 228 & 229 r/c 013% <br />228 & 274 r/c 016% <br />279 & 281 r/c 018% <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%+ Cohesionless Soils Full Time: Day: 5 M <br />X T W Th F S <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified x X X Smooth Drum Roller: <br />Moisture Cohesive Soils X <br />Requirement: N/A Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32.50 50-70 70-85 <br />X 85 Up <br />X <br />Vibratory: Q <br /> Testing Only: 77 Wind: Still Mod High <br /> <br />Laborator <br />Testin Requested By (Company Name): X X Other (List Below): <br />y <br />g ASTM-698 Cohesive Soils X <br />Procedure: <br />Cohesionless Soils Loadout Services / Ty Hyatt Humidity; Dry, <br /> <br />X Mod Humid Haul Traffic <br />DENSITY J COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Rep <br />Ty Hyatt / of Company) of Test Results: <br />Load Out Services <br />Buckhom was not informed prior <br />Contractor Not Working Due To: The Contractor Is: to our arrival on site that the <br />co <br />t <br />t <br />ld <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: Field Copies Given To: <br /> <br /> <br />Contractor: <br />Client: n <br />rac <br />or wou <br />. not be working <br />on this date. <br /> <br />Unknown: <br />Stockpiling RII: =Removing Unsuitable Mafl: E:] CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCR7-13-091s#282-ap