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<br />Project: _ ................................................................... <br /> <br /> <br />GEOTECH <br />?• <br />Client / On Site Rep: <br /> <br />Bowie Resources / Basil Bear <br /> <br />Bowie Mine Gob Pile Stability <br /> <br /> <br /> <br /> <br /> <br />. <br /> <br /> <br /> <br />. <br /> <br />. <br />. <br />. <br />. <br />. .... .......... . ................... <br />. <br />. <br />. <br />. <br />. E . in . gineers .... <br />. & .. Geatechnicai . <br />Civil . ; S . tructural . <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />ntractor J Rep: <br /> <br /> <br /> <br /> <br />owie ReSoUrCeS / Tracy M. <br /> 222 South Park Ave. • Montrose, CO 81401 <br />Project No: <br />2005126-CMT Date: <br />4/15/2010 Ph.: (970) 249.6828 • FAX: (970) 249-W46 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />G. Jones <br />DAILY CO MPACTION REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER GRADE ELEV <br />NUC <br />SAND DENSITY <br /> <br />(pcf) MOISTURE <br /> <br />CONT. (%) DENSITY <br /> <br />(pcf) CONTENT <br /> <br />(%) COMPACTION wrrwlN <br /> <br />SPEC TYPE NUMBER <br />354 1 <br />355 ( #4500) N19326.89/E37686.84 <br />(PT#4501) N19339.45/E37579.23 6080.2 <br />6081.6 X <br />X 107.5 <br />104.8 9.9 <br />10.2 98.8 <br />100.2 14.1 <br />10.7 91.9 <br />95.6 gob <br />gob 354 & 355 r/c @27% <br />354 & 355 r/c @2l% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />S <br />ifi <br />d Date: Compaction Equipment Used: <br />pec <br />e <br />Compaction 90°l0 + Cohesive Soils <br />Requirement: Cohesionless Soils Full Time: Day: S M T W Th <br />X F S <br />Sheepsfoot: <br /> Part Time: F-77 Weather: Sun Clear Overcast Rain Snow CAT 815 <br />S <br />ifi <br />d x X smooth Drum Roller: <br />pec <br />e <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 85 Up <br />Vibratory: <br /> Testing Only: ? Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />Laboratory Testing AS 698 - Cohesive Soils <br />Procedure: D 69 <br />Cohesionless Soils B. Bear/ Bowie Resources Humidity: Dry <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 />Buckhom 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 Marc Field Copies Given To: <br />, <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Fill: =Removing Unsuitable MaVI: CM/GM: <br />Other: PAGE 1 OF 1 <br />' <br />05426-CMT Bowie Mine No. 2 Gob Pile Stability.xis DCR4-1S-10gj#354