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Project: ' ...............................emu........................... <br />• ' GE4TECH Client / On Site Rep: <br />Bowie Resources I Basil Bear <br /> <br />Bowie Mine Gob Pile Stability ................................... <br />Civil, Structural & Geo..... cal Engineers <br />• Montrose <br />CO 81401 <br />th P <br />k A <br />e <br />'222 S <br />Contractor / Rep: <br /> <br />Bowie Resources /Tracy M. <br />Project No: <br /> <br />2005126-CMT Date: <br /> <br />5/12/2010 v <br />, <br />. <br />ou <br />ar <br />Ph.: (970) 249-6828 • FAX: (970) 246-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY <br />Technician: <br />G. Jones <br />DAILY CO MPACTION REPORT <br /> LOCATION 7-777-771 MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER GRADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />364 (PT#4510) N19374.64/E38020.98 6057.1 X 94.8 10.3 89.0 12.6 93.8 goy 337a & 338 r/c @ 22% <br />365 (PT#4511 N19285.96/E37899.54 6056.9 X 117,4 9.4 117.3 10.3 99.9 gob 358 rJc @ 35% <br />366 (PT#4512) N19282.27/E37507.52 6079.0 X 98.2 10.8 93.7 10.9 95.4 gob 330a & 335 r/c @ 19% <br />367 (PT#4513) N 19357.37/E37654.71 6087.2 X 97.3 10.9 94.2 13.4 96.8 gob 330a & 33s rc @ 17% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE /-DENSITY SPECIFICATIONS OBSERVATION J TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction Cohesive Soils <br />Requirement: 90% <br />Cohesionless Soils Full Time: Day: <br /> <br />S M T W <br /> <br />X Th F S <br /> <br />Sheepsfoot: ?X <br /> Part Time: ir -V1 <br />Weather: <br />Sun <br />Clear <br />Overcast <br />Rain <br />Snow <br />CAT 815 <br />Specified x X Smooth Drum Roller: <br />Moisture Cohesive Soils <br />Requirement: N/A 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 ASTM <br />Procedure: D- 698 Cohesive Soils <br />Cohesionless Soils <br />Tracy Matekovic / Bowie Resources <br />Humidity: <br />Dry <br />X <br />Mod <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: T11nfSmff17tlC11rial ent amount <br />placed. Informed (Rep of Company) of Test Results: <br />Basil Bear & Tracy Matekovic <br />Suckhorn was not informed prior <br />Contractor Not Working Due To: The Contractor is: to o our our arrival on site that the <br />contractor would not be working <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br />Processing Frozen Material: ?Processmg Wet Material: <br /> <br />Stripping and/or Grubbing: ?Masiure Conditioning Dry MaYI: Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Fill: QRemoving Unsuitable MaYI: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability.As DCR5-12-10gj#364