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Project: _ ................. <br />• - GEOTECH <br />: Client J On Site Rep: <br />Bowie Resources / Basil Hear <br />Bowie Mine Gob Pile Stability :......................................... .................................. <br />............... Civil, .................. Structural ...11-............. <br />& Geo.......:.....technlcal .................... Engineers ........... <br />- Montrose <br />CO 81401 <br />222 South Park Ave <br />Contractor /Rep: <br />Bowie Resources / Tracy M. <br />Project No: <br />2005126-CMT Date: <br />6/17/2010 . <br />, <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 TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER GRADE ELEV NUC SAND DENSITY <br />(pcn MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />381 (PT#4527) N19268.48/E37866.40 6059.2 X 99.4 .9.8 90.9 9.8 91.4 331 & 334 r/c @ 9% <br />382 (PT#4528N1922755/E37960.82 6052.8 X 100.0 10.4 90.7 16.4 90.7 330a & 335 r/c @ 22% <br />383 (PT#4529 N19299.51/E38050.09 6055.9 X 96.8 10.4 89.9 15.4 92.9 339 & 340 r/c @ 13% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction Cohesive Soils <br />Requirement: 9000 + <br />Cohesionless Soils Full Time; Da <br />Y• S M T W Th <br /> <br />X F S <br /> <br />Sheepsfoot: <br /> PartTime: A Weather: Sun Gear Overcast Rain Snow CAT 815 <br />Specified x X Smooth Drum Roller: <br />Moisture N/A Cohesive Soils <br />Requirement: Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-SO 50.70 70-85 <br />X 85 Up <br />Vibratory: <br /> Testing Only: I Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />Laboratory Testing ASTM Cohesive Soils <br />Procedure: D-698 <br />Cohesionless Soils Tracy Matekovic Humidity: Dry <br /> <br />X Mod Humid <br />DENSITY / COMPACTION <br />ON THIS DATE FOR TESTING WAS NOT PERFORMED <br />THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Tracy <br />was not informed prior <br />B <br /> <br />Contractor Not Working Due To: <br />The Contractor Is: t <br />o our <br />to our arrival on site that the <br />contractor would not be workin <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material: =Processing wet material: <br /> <br />Stripping and/or Grubbing: ?Mosture Conditioning Dry Marl: <br />Field Copies Given 70: <br /> <br />Contractor: <br />Client: g <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill; Removing unsuitable Mari: CM/GM: <br />baler: PAGE 1 OF 1 <br />05=126-CMT Bowie Mine No. 2 Gob Pile Stability.xis DCR6-17-10gj#381