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Project: <br />Bowie Mine Gob Pile Stability <br />Civil <br />CONSTRUCTION <br />BU CKHOR <br />Structural & Geoteohnical <br />222 SouO, Park AVE. <br />Ph.: (970) 249 -5828 <br />MATERIALS <br />S GEO�`ECH <br />Engineers <br />• 1ViOh:rOSE, CO 85401 <br />• FAX (370) 249 -0945 <br />TESTING LABORATORY <br />Client / On Site Rep: <br />Bowie Resources / Basil Bear <br />Contractor / Rep: <br />Bowie Resources / Gary Harding <br />Project No: Date: <br />2005126 -CMT 6/2/2011 <br />Technician: <br />G. Jones <br />DAILY COMPACTION REPORT <br />TEST <br />NUMBER <br />... <br />447 <br />LOCATION <br />(PT #4595; <br />'" <br />TEST TYPE <br />MAX DRY <br />DENSITY <br />(pcf) <br />100.3 <br />IIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIM-IIIIIIIIIIIIIIIIIMII <br />100.5 <br />OPTIMUM <br />MOISTURE <br />CON T. . ( %) <br />DRY <br />DENSITY <br />(pc0 <br />MOISTURE <br />CONTENT <br />( %) <br />PERCENT <br />COMPACTION .\ <br />NOT <br />Th1N <br />SPEC <br />MIIIII <br />__ <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />GRADE ELEV <br />6045.7 <br />NUC SAND <br />8 <br />MIN <br />9.6 <br />10.0 <br />- -- - -- <br />96.6 <br />93.3 <br />12.2 <br />MEE <br />96.3 <br />92.8 <br />333/336 r/c C -19% <br />356 r/c @22% <br />N19102.66/E37701.76 <br />448 <br />(PT #4596) <br />1 6064.3 <br />X <br />N19233.27/E37737.56 <br />- <br />IIIIIHIIII-IIIIIIIIMII_ <br />IIIIMIIIIIIIIIIIIIII <br />337 /338 r/c 12% <br />449 <br />(PT #4597) <br />6077.9 <br />X <br />96.6 <br />11.0 <br />93.8 <br />12.6 <br />97.1 <br />N19524.56/E38170.31 <br />IIIIIIIIIIIIIIIIIIIIINII <br />__ <br />_ <br />339/340 r /cue 16% <br />450 <br />(PT##4598) <br />6086.5 <br />X <br />11111 <br />_ <br />97.8 <br />-IIIIIIIMI11111111.11. <br />10.1 <br />91.0 <br />13.7 <br />93.0 <br />N19432.78/E37899.31 <br />451 <br />(PT#4599) <br />6095.9 <br />X <br />95.4 <br />10.5 <br />91.9 <br />13.0 <br />96.3 <br />335/340r/c@111% <br />N19498.83/E37818.92 <br />IIIIIIIIII <br />FIELD OBSERVATIONS <br />/ DENSITY SPECIFICATIONS <br />OBSERVATION <br />/ TESTING <br />MOISTURE <br />Specified <br />Compaction a Cohesive Solis <br />Requirement: 90 � Cohesionless Soils <br />Full Time: <br />Part Time: <br />Visite /Day: <br />(Company Name): <br />Date: <br />Day: <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />IIIIIIIIIIIM <br />Sun Clear Overcast Rain <br />X X <br />( <br />jE X V) i <br />0 <br />a 4 6 2 - <br />7 X <br />Compaction Equipment <br />Sheepsfoot: <br />Smooth Drum Roller: <br />Vibratory: <br />Other (List Below): <br />CAT 815 <br />Used: <br />; <br />X E <br />X i <br />Sno <br />Specified <br />Moisture Cohesive Solis <br />Requirement: - f - / 2 % <br />G Cohesionless Soils <br />.Number of Site <br />Testing Only: <br />1 I <br />` 1 i <br />32-50 <br />50-70 <br />X <br />70 -85 <br />85 Up <br />1 1 <br />j 1 <br />Stall <br />Mod <br />X <br />High <br />Laboratory Testing AS i i'i Cohesive Soils <br />Procedure: p698 <br />Cohesionless Soils <br />Requested By <br />Gary Harding <br />1 1 <br />Dry <br />X <br />Mod <br />Humid <br />DENSITY / COMPACTION TES i ING WAS NOT PERFORMED <br />— ,� S , <br />ON THIS DATE FOR THE FOLLOWING REP,SON., <br />insufficient amount <br />of material placed, <br />informed (Rep of Company) of Test Results: <br />G_ <br />Gary Harding <br />Buckhorn <br />to <br />contractor <br />was <br />our arrival <br />would <br />on <br />1 OF <br />not informed prior <br />on site that the <br />not be working <br />this date. <br />Contractor Not <br />Inclement Weather: <br />. <br />Equipment Malfunction: <br />Unknown: <br />working Due To: <br />The Contractor is: <br />Pro essng Fu. to i "::fermi: <br />Sir ppiruc 27t/or Grett*ng- <br />stockpilingFii,; <br />We Niatsrai: <br />Cortd0ioautg D ;y r:iat : <br />Field Copies <br />Given To: <br />PAGE <br />i <br />I T f Process.fa <br />Contractor: <br />( 1 <br />i''ro:sture <br />Client: <br />1 <br />CM /GM: <br />1 1Rerrorving <br />Other: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability CC-S.1 7.19.10.xls DCR6- 2 -11gj #447 <br />