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Project: <br />FUC KHOR <br />Bowie Mine Gob Pile Stability <br />Civil, <br />CONSTRUCTION <br />—_ <br />OEQTEC <br />Structural & Geotechnicaf <br />222 South Park Ave. • Montrose, <br />Ph.: (970) 245 -6828 - FAX: (970) <br />MATERIALS TESTING <br />-. _ <br />C (lent / On Site Rep: <br />Bowie Resources / B. Bear <br />Engineers <br />Co 81401 <br />249 -0945 <br />LABORATORY <br />Contractor / Rep: <br />Bowie Resources / Gary Harding <br />._...__ -..., <br />Project No: Date: <br />2005126 -CMT 6/8/2011 <br />Technician: <br />G. Jones <br />DAILY COMPACTION REPORT .. .:. <br />TEST <br />NUMBER <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY <br />DENSITY <br />(pcf) <br />OPTIMUM <br />MOISTURE <br />CONT. ( %) <br />DRY <br />DENSITY <br />(pcf ) <br />MOISTURE <br />CONTENT <br />( %) <br />PER EN? <br />COMPACTION <br />NOT <br />WITHIN <br />SPEC <br />soil LAB SAMPLE <br />TYPE NUMBER <br />iii <br />SAND <br />464 <br />(PT#4612) <br />6086.8 <br />mem <br />96.9 <br />10.9 <br />96.7 <br />99,7 <br />N19455.15/E37974.90 <br />465 <br />( #4613) <br />6089.5 <br />1111 <br />98.0 <br />10.0 <br />90,4 <br />10,9 <br />92.2 <br />335/340 r/c @18 <br />N19465.05/E37908.38 <br />N 1.... 1.111111111111111111111111111111111111111111111111111111111111111111111111111111 <br />1111111111 <br />11. <br />1111111 <br />- <br />- <br />-11111111111111111111111 <br />IIIOIIIIIIIIIIIIIIMIIIIIIIIIIIIOIIIIIIIIIIIIIMIMMIIII <br />11111.11111111111111111111111111111111111111111111111111111 <br />OBSERVATION <br />/ TESTING <br />111111111111111111111111111111111111 _ - <br />MOISTURE / DENSITY SPECIFICATIONS <br />...._._ _.. <br />FIELD OBSERVATIONS <br />Specified <br />Compaction Cohesive Soils <br />Requirement: 90°/0 " Cohesionless Soils <br />Full Time: <br />Part Time: <br />Visits /Day: <br />(Company Name): <br />Date: <br />Da y <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Compaction <br />Sheepsfoot: <br />Smooth <br />Vibratory: <br />Other <br />CAT 8.5 <br />Equipment Used <br />L <br />5 <br />M <br />T <br />W <br />X <br />Th <br />F <br />S <br />X { <br />X <br />Sun <br />X <br />Clear <br />X <br />Overcast <br />Rain <br />Snow <br />Specified <br />Moisture Cohesive Soils <br />Requirement: NA Cohesionless Soils <br />Number of Site <br />Testing Only: <br />Drum Roller: <br />I I <br />32 -50 <br />50 -70 <br />70 -65 <br />X <br />85 Up <br />1 I <br />X <br />Still <br />Mod <br />X <br />High <br />Laboratory Testing ASTM- <br />Cohesive Soils <br />Procedure: D698 <br />Cohesionless Soils <br />Requested By <br />Gary Harding <br />(List Below): I i <br />Dry <br />X <br />R <br />M od <br />Tumid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Insufficient amount <br />of material placed. <br />Informed (Rep of Company) of Test Results: <br />Gary Harding <br />Buckhorn <br />to <br />contractor <br />PAGE <br />was not informed prior <br />our arrival on site that one <br />would not be working <br />on this date. <br />Contractor Not <br />Inclement Weather: <br />Equipment Malfunction: <br />Unknown: <br />Working Due To: <br />The Contractor Is: <br />Processing Frotf!ri tfiatenai: <br />andicir Grubbing: <br />Stcckpiiirg nt;: <br />Wet t "ietenai: <br />com Dry <br />Unsuitable Nate <br />Field Copies Given <br />Contractor: <br />Client: <br />CM /GM: <br />Other: <br />To: <br />Process!ng <br />[ stripping <br />1 1 <br />5 a:,ture <br />Haiti: M <br />1 OF 1 <br />JRemwanc <br />05- 126-CMiT Bowie Mine loo, 2 Gob Pile Stability CC-S3 7.19.10.xls DCR6- 8- 11gj##464 <br />