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Project: <br />M <br />Client / On Site Rep: <br />TL h <br />F <br />' GEOTECHI <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />Contractor / Rep: <br />Bowie Resources / Gary Harding <br />222 South Park Ave. • Montrose. CO 81401 <br />Ph.: (970) 249.6828 • FAX: (970) 249 -0945 <br />Sun <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />4/30/2013 <br />CONS'T'RUCTION MATERIALS TESTING <br />G. Jones <br />DAILY <br />COMPACTION <br />REPORT <br />TEST <br />LOCATION <br />GRADE <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />LAB SAMPLE <br />NUC <br />SAND <br />NUMBER <br />ELEV <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />wrmIN <br />TYPE <br />NUMBER <br />X <br />(pcf) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />777 <br />Pt. 4945 (N: 19126.57 - E: 37337.42) <br />6036.3 <br />X <br />112.2 <br />12.1 <br />103.3 <br />13.3 <br />92.0 <br />66/767768 rc @ 15� <br />778 <br />Pt. 4946 (N: 19193.27 - E: 37223.77) <br />6047.6 <br />X <br />100.6 <br />10.7 <br />90.6 <br />9.4 <br />90.0 <br />417/418 r/c @22% <br />779 <br />Pt. 4947 (N: 19192.17 - E: 37115.87) <br />6050.2 <br />X <br />103.4 <br />10.4 <br />99.2 <br />14.2 <br />95.9 <br />3541355 r/c @17% <br />MOISTURE / DENSITY SPECIFICATIONS <br />in Cohesive Soils <br />ant: 90% <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />OBSERVATION / TESTING <br />Time: <br />Time: <br />ber of Site Visits /Day: <br />:ing Only: F Ex <br />nested By (Company Name): <br />ory Testing ASTM Cohesive Soils Bowie Resources <br />ire: D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />for Not Working Due To: The Contractor Is: <br />Insufficient amount <br />of material placed. <br />?nt Weather: Processing Frozen Material: = Processing Wet Material: <br />ent Malfunction: Stripping and /or Grubbing =Moisture Conditioning Dry Mat'l: <br />Vn: Stockpiling Fill, =Removing Unsuitable Mat'l: <br />FIELD OBSERVATIONS <br />13 lCompaction Equipment Used: <br />Day: S <br />M <br />T <br />W <br />TL h <br />F <br />S <br />CAT 815 <br />X <br />Sheepsfoot: 0 <br />Sun <br />Clear <br />Overcast <br />Rain <br />Snow <br />Weather: <br />X <br />Smooth Drum Roller: <br />To 32 <br />32 -SO <br />50 -70 <br />70 -85 <br />85 OF <br />Temp: <br />X <br />Vibratory: <br />still <br />Mod <br />High <br />Wind: <br />X <br />Other (List Below): Q <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 />05 -126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xis DCR4- 30 -13gj #777 <br />Buckhorn 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 />F <br />X <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 />05 -126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xis DCR4- 30 -13gj #777 <br />Buckhorn 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 />