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Project. <br />Bowie Mine Gob Pile Stability <br />Civil, <br />CONSTRUCTION <br />- - <br />iBU�C . EO' 'ECH <br />Structural & Geotechnical Engineers <br />222 South Perk Ave. • Nionvose, CO 81401 <br />Ph.: (970) 249 -6828 • FAX: (970) 249 -0945 <br />MATERIALS TESTING LABORATORY <br />Client / On Site Rep: <br />Bowie Resources / Basil Bear <br />Contractor / Rep: <br />Bowie Resources / Gary Harding <br />Project No: <br />2005126 -CMT <br />Date: <br />5/26/2011 <br />Technician: <br />G. Jones <br />D AILY COMPACTION REPORT <br />TEST <br />NUMBER <br />LOCATION <br />GRADE ELEV <br />TESTTYPE <br />MAY. DRY OPTIMUM <br />DENSITY . MOISTURE <br />(pcf) CONT. ( %) <br />DRY <br />DENSITY <br />(pcf) <br />MOISTURE <br />CONTENT <br />( °lc.) <br />PERCENT <br />COMPACTION <br />NOT <br />Vd'TNIN <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />i <br />NUMBER <br />SAND <br />444 <br />(PT #4592) _ _ -.. . __ . .... .. . ..... <br />6046.3 <br />Q— <br />99.3 10.8 <br />89.3 <br />16.0 <br />90.0 <br />ME <br />—MI <br />356 r/c' <br />445 r /c @13% <br />N19128.95/E37758.78 <br />1.1111111- <br />X <br />— <br />1111111111111111111111111111. <br />111,4 10,6 <br />107.4 <br />16.1 <br />96.4 <br />445 <br />(PT #4593) <br />{ 6060.9 <br />N19235.40/E37693.18 <br />IN= <br />_IIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />IIIIIIIIIII <br />' <br />446 <br />.11.11.1 <br />(PT #4594) <br />6087.2 <br />X <br />95.7 10.4 <br />88.6 <br />15.9 <br />92.5 <br />1l1MIIlll1IIllllIIIlM <br />11111111111 <br />339 /340 r /cc 12 °r° <br />N19436.95/E37851.53 <br />111111111111111=111111111111M111111111 <br />III <br />ter <br />MOISTURE <br />E / DENSITY Y SPECIFICATIONS <br />OBSERVATION / TESTING FIELD OBSERVATIONS <br />'Specified <br />Compaction Cohesive Soils <br />Requirement: 90% <br />q ohes�oniess Soils <br />Full Time: <br />Part Time: <br />Number of Site Visits/bay: <br />Testing Only: <br />Requested By (Company Name): <br />Gary Harding <br />Date: <br />Da <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Compaction Equipment <br />Sheepsfoot: <br />Smooth Drum Roller: <br />Vibratory: <br />Other (List Below): <br />CAT 815 <br />Used: <br />I <br />IIMIEIIIIIIIIIIII <br />I <br />X I r <br />X <br />Clear <br />X <br />Overcast Rain Snow' <br />X <br />Specified <br />% Moisture Cohesive Soils <br />` Requirement: N/A <br />Cohesionless Soils <br />M1 <br />1 1 <br />To 32 <br />32 -50 <br />50 -70 <br />X <br />70-85 <br />1 1 <br />Still <br />Mod <br />X <br />High <br />Laboratory Testing A5TM Cohesive Soils <br />Procedure: D698 <br />Cohesionless Soils <br />f <br />Dry <br />X <br />Mod <br />Humid <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 Buckhorn <br />to <br />contractor <br />was <br />our arrival <br />would <br />on <br />1 OF <br />ti <br />not informed prior <br />on site that the <br />not be working <br />this date. <br />Contractor Not <br />Inclement Weather: <br />Equipment Malfunction: <br />Unknown: <br />Working Due To: <br />The Contractor Is: <br />PrJ.;essmg Frozen ate a <br />5inppr,g an jcr Grubbmy: <br />Stc k;,;t,r,_ Ft <br />Wet .Material: <br />C.a:.cror i o -.. <br />Unsurabie Mrl: <br />Field Copies <br />Contractor: <br />Client: <br />Given <br />To: <br />PAGE <br />Processing <br />1 <br />t +pas,,r,_ <br />-:a; L. <br />.. .. <br />1 <br />CM /GM: <br />Other: <br />I Re <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability CC -Si 7.19.10.X15 DCR5- 26 -11gj #444 <br />