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Project: <br />M <br />I - - - - -- <br />W <br />Client/ On Site Rep: <br />A <br />nber of Site Visits /Day: <br />+'' GEOTECH <br />Ming Only: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability <br />Civil, Structural & Geotechnical Engineers <br />Contractor / Rep: <br />Sheepsfoot: <br />Sun <br />Clear <br />Bowie Resources / Gary Harding <br />Rain <br />Snow <br />222 South Park Ave. • Montrose, GO 81401 <br />Ph- (970) 249.6828 • FAX: (970) 249 -0945 <br />Project No: <br />Date: <br />Technician: <br />2005126 -CMT <br />6/24/2013 <br />CONSTRUCTION MATERIALS TESTING <br />To 32 <br />G. Jones <br />50 -70 <br />70 -85 <br />85 Up <br />DAILY COMPACTION <br />Temp: <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 />X <br />ELEV <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 />843 <br />Pt. 5011 (N: 19276.50 E: 37169.85) <br />6079.9 <br />X <br />96.1 <br />10.9 <br />86.2 <br />12.3 <br />89.7 <br />X <br />339/340 r/c @12 % <br />844 <br />Pt. 5012 (N: 19356.77 - E: 37142.10) <br />6099.9 <br />X <br />97.6 <br />10.3 <br />89.8 <br />11.5 <br />92.0 <br />1 339/340 r/c @14% <br />845 <br />Pt. 5013 (N: 19916.06 - E: 37355.37) <br />6183.4 <br />X <br />105.7 <br />9.11 <br />102.11 <br />9.5 <br />96.61 <br />1331A/334 r/C @20 % <br />846 <br />Pt. 5014 (N: 19949.37 - E: 37428.28) <br />6196.0 <br />X <br />101.1 <br />10.81 <br />93.31 <br />15.9 <br />92.3 <br />354/355 r/c @13% <br />MOISTURE / DENSITY SPECIFICATIONS <br />in Cohesive Soils <br />ant: 90% <br />Cohesionless Soils <br />ure N/A Cohesive Soils <br />Irement: Cohesionless Soils <br />OBSERVATION / TESTING <br />M <br />I Time: <br />W <br />t Time: <br />A <br />nber of Site Visits /Day: <br />CAT 815 <br />Ming Only: <br />I <br />Guested Bv (Compan <br />Name)- <br />:ory Testing ASTM y <br />are: D698 <br />Cohesive Soils Bowie Resources <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED Insufficient amount <br />ON THIS DATE FOR THE FOLLOWING REASONS: lof material placed. <br />:tor Not Working Due To: The Contractor Is: <br />ant Weather: Processing Frozen Matenal =Processing Wet Material: j[ <br />ent Malfunction: Stripping and /or Grubbing Moisture Conditioning Dry Matl' I <br />vn: Stockpiling Fill: Removing Unsuitable Mat'I: <br />FIELD OBSERVATIONS <br />Date: 6/24/2013 1compaction Equipment Used: <br />Day: <br />M <br />T <br />W <br />Th <br />F <br />S <br />CAT 815 <br />X <br />Sheepsfoot: <br />Sun <br />Clear <br />Overcast <br />Rain <br />Snow <br />Weather: <br />Smooth Drum Roller: <br />To 32 <br />32 -50 <br />50 -70 <br />70 -85 <br />85 Up <br />Temp: <br />X <br />Vibratory: <br />Still <br />Mod <br />High <br />Wind: <br />X <br />Other (List Below): <br />S <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 />U,-izo -l.lvi i bowie Milne Ivo. z (job Nile 5tabllity 2012 +.XIS DCR6- 24 -13gj #843 <br />Buckhorn was not informed prix <br />to our arrival on site that the <br />contractor would not be working <br />on this date. <br />PAGE 1 OF 1 <br />