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Pro~ect: <br />~ ~ ... ....... ............. <br /> <br />= • ' . GEOTECH <br />:.......................................::::::::::::::::::::::::::::::::::: <br />Client / On Site Rep: <br /> <br />Bowie Resources / B. Bear <br />Bowie Mine #1 Gob Pile -. ..~_--.- ...,_-.~ ._..... ........ ........ ........ <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave <br />• Montrose <br />CO 81401 <br />Contractor /Rep: <br />Con-sy Inc. /Wade Keith <br />Project No: <br />2008070-CMT Date: <br />3/27/2008 . <br />, <br />Pn.: ~s7o> 24s-saga • FAx: ~s7o> 24s-os4s ~ <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />B. Wilson <br />DAILY CO MPACTIO N REPORT <br /> <br />TEST LOCATION <br />G TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NoT SOIL LAB SAMPLE <br /> <br />NUMBER <br /> <br />Embankment Gob RADE ELEV <br />NUC <br />SAND <br />DENSITY <br />(pcf) <br />MOISTURE <br />coNT. (°io) <br />DENSITY <br />(pcf) <br />CONTENT <br />(~io) <br />COMPACTION <br />WITHIN <br />sPEc <br />TYPE <br />NUMBER <br />- P .1 .4 1. 1 <br />go <br />1rc 1 0 <br />G-3 (PT#2007) N11354.36/E13054.10 6879.9 X 76.8 19.0 76.0 19.8 99.0 gob #1 r/c @10% <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 9Q% + Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time: ~ Day: 5 M T W Th <br />X F S <br />Sheepsfoot: ~X <br /> Part Time: ~ Weather: Sun Clear Overcast Rain Snow <br />pecified X Smooth Drum Roller: <br />Moisture N A Cohesive SOUS X <br />Requirement: / Cohesionless Soils Number of Site Visits/Day: ~ Temp: To 32 32-50 <br />X 50-70 70-85 85 Up <br />Vibratory: <br /> esting Only: ~X Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />Laboratory Testing A~.M_698 Cohesive Soils X <br />Procedure: , <br />Cohesionless Soils Wade Keith / <br /> <br />Con-Sy Inc. Humidity: Dry <br /> <br />X Mod Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Wade Keith / <br />Buckhom was not informed prior <br />Contractor Not Working Due To: The Contractor Is: COn-Sy Inc. to our arrival on site that the <br />cont <br />acto <br />ld <br /> <br /> <br />Inclement Weather: <br /> <br />Equlpment Malfunction: <br /> <br />Processing Frozen Material: Processing Wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry MaYI: <br />Feld Copies Given To: <br /> <br />Contractor: <br />Client: r wou <br />r <br />not be working <br />on this date. <br /> <br />UnknOWn: <br />Stockpiling FIT: Removing Unsuitable MaYI: CM/GM: <br />Other: PAGE 1 OF 1 <br />08-070 Gob Pile Stability.xls DCR3-27-08bw#G-2-ap/sj <br />