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<br />Project: ............ ........................... --........... ............. ........, . . <br />Client / On Site Rep: <br /> GEOTECH Bowie Resources / Basil Bear <br /> ............................ <br />......... <br />. <br />1. <br />.......... <br />.... <br />........... <br />. <br />.............. <br />. <br />. <br />,. Contractor [Rep: <br />Bowie Mine Gob Pile Stability 1 <br />G <br />c <br />tr <br />nicai a <br />Engineers <br />eotech <br />tural <br />u c <br />& <br />S tr <br />Civic <br />, Bowie Resources /Tracy M. <br /> 222 South Park Ave. • Montrose, CO 81401 <br /> Ph.: (970) 249-6828 • FAX: (970) 249-0945 Technician: <br />Project No: <br />2005126-CMT Date: <br />6/24/2010 CONSTRUCTION MATERIALS TESTING LABORATORY G• Jones <br />DAILY CO MPACTION REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT' NOT SOIL LAB SAMPLE <br />TEST GRADE ELEV DENSITY MOISTURE DENSITY CONTENT COMPACTION 1 HIN TYPE NUMBER <br />NUMBER NUC SAND (Pcf) CONT. (%) (Pcf) (%) SPEC <br />384 (PT#4530 N 19351.29/E37960.47 6061.5 X 98.2 10.0 95.9 9.4 97.6 339 & 340 r/c @ 18% <br />385 (PT#4531) N19391.36/E38084,92 6059.9 X 96.3 10.3 96.5 10.7 100.2 339 & 340 r/c @ 13% <br />386 (PT#4532) N19337.27/E37651.81 6090.7 X 103.5 10.3 91.9 11.3 88.8 354 & 355 r/c 0 19% <br />387 (PT#4533) N 19313.27/E37509.55 6085.7 X 102.2 9.5 96.2 11.6 94.1 339 & 340 r/c @ 24% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />fi <br />d Date: Compaction Equipment Used: <br />Speci <br />e <br />Compaction 90%+ Cohesive Soils Full Time: Day: <br />S M T W Th F 5 <br />- F <br />Requirement: Cohesionless Soils X Sheepsfoot <br /> Part Time: <br />F 7X Weather: Sun Clear Overcast Rain Snow CAT 815 <br /> <br /> X X Smooth Drum Roller: <br />Specified <br />Moisture Cohesive Soils <br />N <br />A Number of Site Visits/Day: Temp: T032 32-50 50 -70 70-85 85 Up <br />/ <br />Requirement: <br />Cohesioniess Soils X Vibratory: <br /> Testing Only: E 71 Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />AS7M Laboratory Testing Cohesive Soils Tracy Matekovic Humidity: Dry Mod Humid <br />Procedure: D-698 <br />X <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />-7 Insufficient amount informed (Rep of Company) of Test Results: <br />Buckhom was not informed prior <br />ON THIS DATE FOR THE FOLLOWING REASONS: of material placed. Tracy to our arrival on site that the <br />Contractor Not Working Due To: The Contractor Is: contractor would not be working <br /> Field Copies Given To: on this date. <br />Inclement Weather: Processing Frozen Material: ?Procesing wet Material: <br /> Contractor: 0 <br />Equipment Malfunction: stripping and/or Grubbing: Moisture Conditioning Dry vw'l: Client: ' <br /> CM/GM: PAGE 1 OF 1 <br />Unknown: Stockpiling Fill: Removing Unsuitable Mat'I: Other: <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability.xis DCR6-24-10gj#384