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Project: . ............................. :......................... <br />GEOTECH <br />- <br />. . Client / On Site Rep: <br /> <br />Bowie Resources /Basil Bear <br /> <br />Bowie Mine Gob Pile Stability ........................... <br />........ ....................: <br />....... ........... <br />Civil, Structural & Geotechnica€ Engineers <br />• Montrose <br />CO 81401 <br />th Park Ave <br />222 s <br />Contractor / Rep: <br /> <br />Bowie. Resources /'Tracy M. <br />Project No: <br />2005126-CMT Date: <br />5/5/2010 . <br />. <br />ou <br />Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />G. ]ones <br />DAILY CO MPACTION REPORT <br /> LOCATION TESTTYPE MAX DRY OPTIMUM DRY MOISTURE • PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER GRADE ELEV NUC SAND DENSITY <br />(pcf j MOISTURE <br />CONT. C%) DENSITY <br />:pct; CONTENT <br />(%'o) coMPAcnoN wm•uN <br />spec TYPE NUMBER <br />361 (PT#4507) N19236.74/E37875.26 6053.9 X 107.4 10.8 97.6 . 14.8 90.1 gob 358 r/c @17% <br />362 (PT#4508) N19286.53/E37969.60 6050.4 X 102.9 10.4 98.7 15.9 95.9 gob 354/355 r/c @17% <br />363 (PT#4509) N19459.68/E38182.62 6055.5 X 108.4 9.7 105.2 13.3 97.0 gob 354/355 r/c 026% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction 90o fo + Cohesive Soils <br />Requirement: Cohesionless Soils Full Time: Day: 5 M T W <br />X Th F S <br />Sheepsfoot: <br /> Part Time: A Weather: Sun Clear Overcast Rain Snow CAT 815 <br />Specified x X Smooth Drum Roller: <br />Moisture Cohesive Soils <br />Requirement: N/A Cohesionless Soils Number of Site Visits/pay: Temp: To 32 32-50 50-70 <br />X 70.85 85 Up <br />Vibratory: <br /> Testing Only: IA Wind: Still Mod High <br /> Requested By (Company Name): X Other (List-Below): <br />ASTM Laboratory Testing <br />Procedure: p- _ 69 698 Cohesive Soils <br /> <br />Cohesionless Soils <br />Tracy Matekovic i Bowie Resources <br />Humidity: <br />• <br />Dry <br /> <br />X <br />Mod <br />Humid <br />DENSITY/ COMPACTION <br />ON THIS DATE FOR TESTING WAS NOT PERFORMED <br />THE FOLLOWING REASONS: l Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Basil Bear & Tracy Matekovic <br />Buckhorn was not informed prior <br />l <br />i <br />n <br />h <br />h <br /> <br />Contractor Not Working Due To: <br />The Contractor Is: to our arriva <br />o <br />s <br />e <br />te t <br />at t <br />contractor would not be working <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br />Processing Frozen Material: ?Processino Wet Material: <br /> <br />stripping and/or Grubbing; Moisture Conditioning Dry MaYI: Field Copies Given To: <br /> <br />Contractor. <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Matl: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability.As DCR5-5-10gj#361