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Project: . ............................................ <br />Client / On Site Rep: <br /> = - GEDTECH <br />:::::.:..::.:.................... Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability .................... ........ ..... <br />.............. <br />........... <br />............... <br />.....: .................. <br />.................. Contractor / Rep: <br /> Engineers <br />Geptechn <br />, lcal <br />Structural <br />& <br />Civil <br />load Out Services / Ty Hyatt <br /> CO 83401 <br />222 South Park Ave. • Montrose <br />Project No: Date: , <br />Ph.: (970) 249.6828 • FAX: (970) 249-0945 Technician: <br />2005126-CMT 11/20/2008 CONSTRUCTION MATERIALS TESTING LABORATORY L. Sanchez <br />DAILY CO MPACTION REPORT <br /> TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NoT SOIL LAB SAMPLE <br />TEST LOCATION GRADE ELEV DENSITY MOISTURE DENSITY CONTENT COMPACTION W[THIN TYPE NUMBER <br />NUMBER NUC SAND <br /> (pcf) CONT. (%) (pcf) (%) SPEC <br /> Embankment Fill - Gob Pile No. 4, East End <br />217 (PT#4346) gob pile No. 4 N19576.18/E37914.5 6099.62 X 79.8 11.31 80.6 13.7 101.0 gob #217 r/c @20% <br />218 (PT#4347) gob pile No. 1 N19554.62/E37911.8 6098.35 X 79.8 11.3 78.6 12.9 98.5 gob #217 r/c @20% <br /> <br /> Embankment Fill - Gob Pile No. 1, West End <br />219 (PT#4348) N19461.88/E36157.31 6210.23 85.5 10.8 75.9 12.5 88.8 X #220 r/c @21% <br />220 (PT#4349) N19560.69/E36262.14 6216.34 85.5 10.8 75.9 13.5 88.8 X #220 r/c @21% <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction 90% + Cohesive Soils X Full Time: Day: 5 M T W Th F s <br />Requirement: Cohesionless Soils X Sheepsfoot: A <br /> PartTime: Weather: Sun Clear Overcast Rain Snow <br /> <br />ecified <br />S X Smooth Drum Roller: <br />p <br />Moisture A Cohesive Soils X <br />/ Number of Site Visits/Day: Temp: To 32 32-50 50-70 70-85 85 Up <br />Requirement: <br />Cohesionless Soils x X Vibratory: <br /> Testing Only: A Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below). <br />Laboratory Testing <br />ASTM-698 Cohesive Soils X Ty Hyatt /Load Out Services Humidity: Dry Mod Humid Haul Traffic <br />Procedure: X <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED Insufficient amount Informed (Rep of Company) of Test Results: <br />ON THIS DATE FOR THE FOLLOWING REASONS: lof material placed. Ty Hyatt /Load Out Services Buckhorn was not informed prior <br /> 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: =Processing Wet Material: <br /> Contractor: <br />Equipment Malfunction: Stripping and/or Grubbing: Moisture Conditioning Dry Maxi: Client: <br /> CM/GM: PAGE 1 OF 1 <br />Unknown: Stockpiling Fill: =Removing Unsu table MatT Other: <br />05-126-CMT Bowie Mine Gob Pile Stability.xis DCR11-20-081s#217-ap