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Project: <br />M <br />Client / On Site Rep: <br />W <br />' GEOTECH <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br />- - -- - - -- <br />Contractor / Rep: <br />X <br />Civil, Structural & Geotechnical Engineers <br />222 South Park Ave. • Montrose, Co 81401 <br />Ph.: (970) 248-6828 • FAX. (970) 249.0945 <br />Bowie Resources / Gary Harding <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />8/13/2013 <br />CONSTRUCTION MATERIALS TESTING <br />I G. Jones <br />DAILY <br />COMPACTION REPORT <br />TEST <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />LAB SAMPLE <br />NUMBER <br />NUC SAND <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />wrrmIN <br />TYPE <br />NUMBER <br />(pcf) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />895/738A <br />Retest 738 Pt. 5063/860 (N:19949.79 E:37594.77) <br />6184.3 <br />X <br />99.0 <br />9.9 <br />88.7 <br />16.9 <br />89.6 <br />X <br />339 +340 r/c @20% <br />896 <br />Pt. 5064 (N:19578.01 E:37691.02) <br />6160.5 <br />1 X <br />95.21 <br />10.6 <br />86.11 <br />13.31 <br />339 +340 r/c @10% <br />897 <br />Pt. 5065 (N:19537.46 E:37577.92) <br />6162.4 <br />1 X <br />1 <br />1 95.91 <br />11.4 <br />89.91 <br />15.21 <br />93.7 <br />417 +418 r/c @13% <br />MOISTURE / DENSITY SPECIFICATIONS <br />90% Cohesive Soils <br />Cohesionless Soils <br />+1-2010 Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />Full Time: <br />Part Time: I <br />Number of Site Visits /Day: <br />Testing Only: <br />Requested By (Company Name): <br />Iratory Testing ASTM Cohesive Soils Bowie Resources <br />edure: D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />ractor Not Working Due To: The Contractor is: <br />sufficient amount <br />material placed. <br />?ment Weather: Processing Frozen Material: Processing Wet Material: <br />pment Malfunction: stripping and /or Grubbing: Moisture Conditioning Dry Mat'i: <br />lown: Stockpiling Fill. Removing Unsuitable Mat'l: <br />Date: <br />Day: <br />FIELD OBSERVATIONS <br />Compaction Equipment Used: <br />Th F S CAT 815 <br />Sheepsfoot: <br />Weather: Sun Clear Overcast Rain Snow <br />X X Smooth Drum Roller: <br />Temp: To 32 32 -50 50 -70 70 -85 85 Up <br />X Vibratory: <br />Wind: Still Mod Hlgh <br />X Other (List Below): <br />Humidity: Dry Mod Humid <br />X <br />Informed (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Field Copies Given To: <br />U5- 1Lb -LM I bowie Mine No. 2 Gob Nile Stability, 2012 +.xls DCR8- 13 -13gj #895 -738A <br />Buckhom was not informed prior <br />to our arrival on site that the <br />contractor would not be working <br />on this date. <br />PAGE 1 OF 1 <br />M <br />T <br />W <br />IS <br />X <br />Field Copies Given To: <br />U5- 1Lb -LM I bowie Mine No. 2 Gob Nile Stability, 2012 +.xls DCR8- 13 -13gj #895 -738A <br />Buckhom was not informed prior <br />to our arrival on site that the <br />contractor would not be working <br />on this date. <br />PAGE 1 OF 1 <br />