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Project: M L.._ ..... <br />-----?-° <br />- - GEOTECH ; <br />Client On Site Rep: <br />Bowie Resources / Basil Bear <br /> <br />Bowie Mine Gob Pile Stability .......... . <br />- Clvll .-----.._.._, & _..._.____. Geotech ..._..._....n ........_-.. Engi..._.' .............neers <br />, Structural tcal <br />CO 81401 <br />h P <br />k A <br />• M <br />t <br />Contractor / Rep: <br />Bowie Resources J Tracy M. <br />Project No: <br /> <br />2005126-CMT Date: <br /> <br />7/21/2010 on <br />rose, <br />ar <br />ve. <br />222 Sout <br />FAX: (970) 249-0945 <br />Pt,.: (970) 249-6828 <br />CONSTRUCTION MATERIALS TESTING LABORATORY <br />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 ELEI/ <br />NUC <br />SAND DENSITY <br />(PCO MOISTURE <br />CONT. (%) DENSITY <br />(Pcf) CONTENT <br />(%) COMPACn0N wrrHIN <br />SPEC TYPE NUMBER <br />398 PT#4545 N 19194.46/E37881.35 6058.1 X 98.8 9.7 90.0 13.0 91.1 Gob 333 & 336 r/c @ 16% <br />399 (PT#4546) N 19444.06/E38142.08 6065.1 X 105.3 9.6 95.0 10.4 90.2 Gob 330A & 335 r/c @ 300/ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSE RVATION / TESTING FIELD OBSERVATIONS <br />ecified <br />S Date: 7/ 21/20 10 Compaction Equipment Used: <br />p <br />Compaction Cohesive Soils <br />Requirement: 90°/D + Cohesionless Soils Full Time: Day: 5 M T W <br />X Th F S <br />Sheepsfoot: A <br /> Part Time: A Weather: Sun Clear Overcast Rain Snow CAT 815 <br />ecified <br />S x X Smooth Drum Roller: <br />p <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: F-X--] Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />ASTM Laboratory Testing Cohesive Soils <br />Procedure: D-698 <br />Cohesionless Soils Tracy Matekovic Humidity: Dry Mod <br /> <br />X 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 />Tracy M. <br />Buckhorn was not informed prior <br />to our arrival on site that the <br />Contractor Not Working Due To: The Contractor Is: <br />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 Matt: Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Fill: ?Removi" Unsuitable MoVl: CM/GM: <br />Other: PAGE I OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability CC-SJ 7.19.10,XIs DCR7-21-10gj#398