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Project: -- Client / On Site Rep: <br />1-11103A [$I GEOTECH Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability Civil, Structural & Geotecilnical Engineers Contractor / Rep: <br />222 South Park Ave • Montrose, CO 81401 Bowie Resources / Gary Harding <br />Project No: Date: Ph.: (970) 249.8828 • FAX. (970) 249 -0945 Technician: <br />2005126 -CMT 7/26/2013 CONSTRUCTION MATERIALS TESTING I G. Jones <br />TEST <br />NUMBER <br />881 <br />Pt. 5049 (N: 19637.50 - E: 37726.5`- <br />882 <br />Pt. 5050 (N: 19564.99 - E: 375904 <br />883 <br />Pt. 5051 (N: 20049.69 - E: 37409.5( <br />884 <br />Pt. 5052 (N: 19945.89 - E: 37380.8-e <br />885 <br />Pt. 5053 (N: 19821.42 - E: 37417.2: <br />886 <br />Pt. 5054 (N: 19406.60 - E: 37107.8E <br />LAB SAMPLE <br />NUMBER <br />6154.8 <br />X <br />102.1 <br />9.5 <br />90.1 <br />14.7 <br />88.2 <br />X <br />MOISTURE / DENSITY SPECIFICATIONS <br />900/0 Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />tory Testing ASfM Cohesive Soils <br />ure: D698 <br />Cohesioniess Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />ctor Not Working Due To: IThe Contractor Is: <br />DAILY <br />COMPACTION REPORT <br />T <br />=E ELEV <br />TEST TYPE <br />NUC SAND <br />MAX DRY <br />DENSITY <br />(pcf) <br />OPTIMUM <br />MOISTURE <br />CONT. ( %) <br />DRY <br />DENSITY <br />(pCo <br />MOISTURE <br />CONTENT <br />( %) <br />PERCENT <br />COMPACTION <br />Nor <br />WITH <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />6154.8 <br />X <br />102.1 <br />9.5 <br />90.1 <br />14.7 <br />88.2 <br />X <br />Still <br />331A/334 r/c @14% <br />6159.3 <br />X <br />High <br />95.4 <br />11.3 <br />89.3 <br />12.8 <br />93.6 <br />330A/335 r/c @13% <br />6206.5 <br />X <br />idity: <br />1 101.8 <br />9.81 <br />91.71 <br />15.9 <br />90.1 <br />331AI334 r/c @14% <br />6199.2 <br />X <br />106.0 <br />10.9 <br />96.5 <br />11.7 <br />91.0 <br />358 r/c @14% <br />6185.8 <br />X <br />95.3 <br />10.7 <br />94.9 <br />13.9 <br />99.6 <br />339/340 r/c @9% <br />6114.3 <br />X <br />101.5 <br />9.7 <br />93.3 <br />15.6 <br />91.9 <br />331A/334 r/c @14% <br />OBSERVATION / TESTING <br />Time: <br />Time: <br />ber of Site visit$/Day: FTI <br />:ing Only: <br />uested By (Company Name): <br />Bowie Resources <br />Insufficient amount <br />of material Placed. <br />Day: <br />FIELD OBSERVATIONS <br />7/26/2013 <br />S <br />M <br />T <br />W <br />Th <br />F <br />S <br />X <br />I <br />I <br />I <br />I X <br />I <br />:her: <br />Sun <br />Clear <br />Overcast <br />Rain <br />X <br />X <br />To 32 <br />32 -50 <br />50 -70 <br />70-85 <br />85 Up <br />X <br />Still <br />Mod <br />High <br />is <br />X <br />Dry <br />Mod <br />Humid <br />idity: <br />x <br />med (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Field Copies Given To: <br />Weather: Processing Frozen Material: Processing wet Material: <br />Contractor: <br />Malfunction: Stripping and /or Grubbing: Moisture Conditioning Dry Mafl: Client: <br />CM /GM: <br />E:J Stockpiling Fill: Removing Unsuitable Mat'l: Other: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability 2012 +.xls DCR7- 26 -13gj #881 <br />Compaction Equipment Used: <br />:AT 815 <br />;heepsfoot: <br />;month Drum Roller: <br />Jibratory: <br />3ther (List Below): <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 />