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Project: <br />-T- ------ <br />Client / On Site Rep: <br />W <br />• ' GEOTECH <br />F <br />S <br />X <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & GeotechnIcal Engineers <br />Contractor / Rep: <br />I <br />222 South Park Ave. • Montrose, co 81401 <br />Ph.: (970) 249.6828 • FAX: (970) 249 -0945 <br />Bowie Resources / Gary Harding <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />8/19/2013 <br />CONSTRUCTION MATERIALS TESTING <br />G. Jones <br />DAILY <br />COMPACTION REPORT <br />Mod <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 />WITHIN <br />TYPE <br />NUMBER <br />(pcf) <br />CONT. ( %) <br />(pcf) <br />( %) <br />SPEC <br />902 <br />Pt. 5070 (N: 19565.68 E: 37606.05) <br />6163.9 <br />X <br />95.0 <br />11.4 <br />86.2 <br />15.6 <br />90.7 <br />330A +335 r/c @120 <br />903 <br />Pt. 5071 (N:19605.04 E:37728.76) <br />6160.8 <br />X <br />96.5 <br />10.3 <br />88.0 <br />15.1 <br />91.2 <br />339 +340 r/c @14% <br />904/738B <br />Retest 738A Pt. 5072 (N:19947.24 E:37591.43) <br />6184.4 <br />X <br />95.1 <br />10.5 <br />86.8 <br />13.4 <br />91.3 <br />339 +340 r/c @12% <br />905 <br />Pt. 5073 N: 20015.57 E: 37558.96) <br />6198.1 <br />X <br />98.5 <br />11.0 <br />90.8 <br />13.2 <br />92.2 <br />417 +418 r(c 01801. <br />906 <br />Pt. 5074 N: 20143.64 E: 37423.04) <br />6214.3 <br />X <br />96.9 <br />11.3 <br />88.3 <br />13.7 <br />91.1 <br />417 +418 r/c @14% <br />907 <br />Pt. 5075 (N: 20012.01 E 37453.66) <br />6209.0 <br />X <br />99.3 <br />9.8 <br />93.3 <br />13.51 <br />93.9 <br />13310,314 r/c 0@90/o <br />MOISTURE / DENSITY SPECIFICATIONS <br />paction Cohesive Soils <br />nrement: 90% <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />tory Testing ASTM Cohesive Soils <br />ure: DC98 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />:tor Not Working Due To: IThe Contractor Is: <br />OBSERVATION / TESTING <br />Time: <br />Time: I <br />ber of Site Visits /Day: <br />:ing Only: <br />uested By (Company Name): <br />Bowie Resources <br />sufficient amount <br />material placed. <br />Weather: Processing Frozen Material: Processing Wet Material: <br />Malfunction: Stripping and /or Grubbing: Moisture Conditioning Ory Matz: <br />Stockpiling Fill: Removmg unsuitable Mat l: <br />Date: <br />Day: <br />FIELD OBSERVATIONS <br />13 <br />�r: <br />M <br />I T <br />W <br />Th <br />F <br />S <br />X <br />X <br />T032132-50150-70 <br />I <br />I <br />I <br />�r: <br />Sun <br />Clear <br />Overcast <br />Rain <br />X <br />X <br />T032132-50150-70 <br />70 -85 <br />85 Up <br />X <br />Still <br />Mod <br />High <br />X <br />Dry <br />Mod <br />Humid <br />ty: <br />x <br />I <br />'d (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <br />M: <br />U5- Izb -um 1 bowie Mine No. 2 UOD Nile Stability 2U12 +.Xls DCR8- 19 -13gj #902 -907 <br />:ompaction Equipment Used: <br />:AT 815 <br />iheepsfoot: A <br />;month Drum Roller: Q <br />/ibratory: <br />)ther (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 />