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Project, <br />Bowie Mine Gob Pile Stability <br />Civil, <br />CONSTRUCTION <br />Bid IOWA <br />Structural <br />222 South Park <br />Pn.: (970) 249 <br />MATERIALS <br />- <br />61401 <br />LABORATORY <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />GEOTEC <br />& Geotechnical Engineers <br />Ave. • Montrose, CO <br />-5828 • FAX: (970) 249.0945 <br />TESTING <br />Contractor / Rep: <br />Bowie Resources / Gary Hartung <br />Project No: <br />S <br />2005126 <br />Date: <br />6/8/2011 <br />Technician: <br />G. Jones <br />_.. _._ ...._..... _._..._. ._. .. _.__. ...- ___.._ ...__. -... __.....__. -..___ .. <br />` __... Y .. <br />DAILY COMPACTION npt REPORT <br />TEST <br />NUMBER <br />TEST TYPE <br />MAX DRY <br />DENSITY <br />(pcf) <br />OPTIMUM <br />MOISTURE <br />CONT. ( %) <br />DRY <br />DENSITY <br />(pct) <br />MOISTURE <br />CONTENT <br />( %) <br />PERCENT <br />COMPACTION <br />uo: <br />MT .:N <br />SPEC <br />MO <br />_ <br />SOIL <br />TYPE <br />EN <br />LAB SAMPLE <br />NUMBER <br />337a/338 r/c ©14% <br />339/340 r/c @19% <br />339/340 r/c @20 %u <br />GRADE GRADE ELEV <br />459 <br />(PT #4607) <br />6046.5 <br />Q- <br />96.6 <br />10.9 <br />.._.. 94.6 _- -_ 11.8 97.9 <br />1.1111.1111111111.011111111111.111.111111111111111111111111111. <br />89.1 11.9 90.0 <br />IIIIMI_IMIIMMMM__ <br />88.7 12.8 90.0 <br />N19100.66/E37730.83 <br />(PT #4608) <br />11111111111111111111.11.1.11111 <br />6060.5 X <br />111111 98.9 <br />9.9 <br />460 <br />N19217.49/E37673.91 <br />MIIIIMIIIIIIIIIIIIIIIIIIIIMIIII- <br />6069.6 X <br />98.5 <br />9.9 <br />461 <br />(PT #4609) <br />N19281.11/E37733.56 <br />- 1111111111111 <br />111111111111111111111=111111111111111111111111 <br />462 <br />(PT#4610) <br />6075.7 X <br />IN 97.0 <br />11.2 <br />88.0 11.7 90.71111111 337aJ338 r/c @IS% <br />N19522.67/E38220.79 <br />_ <br />1 6084.3 X <br />IIIIIIIIIIIIIIIIMIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />OBSERVATION <br />-IIIIIMI_IIIIIIMIIIMIIIINIIIMIIMIII <br />96.7 <br />/ TESTING <br />11.0 85.2 15.0 88.1 <br />IIIIIMIMIIIIIIIIIMIIIIIIIIIIIIIM <br />FIELD OBSERVATIONS <br />-IMII_IIIIIIII" <br />111111 <br />337a/338 r/c @15% <br />463 (PT #4611) <br />IIIIIIIIIN19471.91/E38054.50 <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIINIMIIIIIIIIIIIIIIIIIIIIMIIII <br />MOISTURE / DENSITY SPECIFICATIONS <br />11.11.111111111111 <br />Specified <br />Compaction 90% Cohesive Soils <br />Requirement: Cohesionless Soils <br />Full Time: <br />Part Time: <br />Number of Ste <br />Testing Oniy: <br />Visits /Day: <br />(Company Name): <br />Date: <br />Day: <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 />5 <br />IMI ��� <br />Sun Clear Overcast Rain Snow <br />X X <br />X <br />X <br />Specified <br />Moisture NA Cohesive Soils <br />Requirement: Cohesionless Soils <br />1 <br />• <br />Still <br />32-50 <br />50-70 <br />70 -85 <br />X <br />85 Up <br />1 X j <br />Mod <br />X <br />High <br />Laboratory Testis A STM- <br />rY y Cohesive soils <br />Procedure: D698 <br />Cohesionless Soils <br />Requested By <br />Gary Harding <br />Dry <br />X <br />Mod <br />Humid <br />4 <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 was <br />to our arrival <br />contractor would <br />on <br />not informed prior <br />on site that the <br />not be working <br />this date. <br />(Contractor Not <br />Inclement Weather: <br />Equipment fetal <br />Unknown: <br />} <br />Working Due To: <br />The Contractor Is: <br />Process;nq Frozen Metersae <br />Stripping, a :t 1 ^.cGuuDtn__ <br />Storkpili nc Fiji: <br />We Material: <br />oac t oatny.t:, <br />Unsura Mari: <br />Field Copies <br />Given To: <br />1 (Ptocessirg <br />Contractor: <br />t: <br />€ eRi. <br />1 <br />unction: <br />tic st r;e <br />cLi; �CI <br />- <br />CM /GM: <br />Other: <br />PAGE 1 OF <br />Removing <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability CC-S3 7,19.10.xls DCR6- 8 -11gj #459 <br />