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Project: <br />Bowie Mine Gob <br />Pile Stability <br />Date: <br />4/14/2011 <br />CONSTRUCTION <br />O <br />222 South Park Ave. - Montrose, <br />Ph.: (970) 249-6828 - FAX: (970) <br />MATERIALS TESTING <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />CO 81401 <br />249-09 <br />LABORATORY <br />Contractor / Rep: <br />Bowie Resources Harding <br />1Project No: <br />f$ <br />L. Sanchez <br />DAILY COMPACTION REPORT <br />TEST <br />NUMBER <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY <br />DENSITY <br />• <br />OPTIMUM <br />MOISTURE <br />CONT. <br />DRY <br />DENSITY <br />(pcf) <br />MOISTURE <br />, CONTENT <br />( %u) <br />PERCENT <br />• • <br />0 <br />;IT if <br />s ,.c <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUC <br />SAND <br />' middle west bench <br />6095.51MM <br />100.2 <br />9.8 <br />96.8 <br />12.5 <br />96.61E1 <br />IIIIIIMIIIIIIIIIIIII <br />11.1M91.11 <br />Gob <br />Gob <br />EMEMMEIS <br />N19374.84/E37702,75 <br />11111111111.11111111111111111.1111111 <br />X <br />11111 <br />103,0 <br />9,9 <br />93.8 <br />13.8 <br />438 <br />(PT #4586) middle west bench <br />60923 <br />N19291.02/E37472.74 <br />IIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIMIIIIIIIIIIIIIIIIIIII <br />IIIMIIIIIIIIOIIIIIIIIMIIIIIIIIMIMIIIIIM <br />� <br />I <br />! <br />111.11.111111110 <br />, <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />_.-_ .._. <br />FIELD OBSERVATIONS <br />;Specified <br />Compaction Cohesive Soils X <br />'Requirement: 90% <br />Coheslontess Soils <br />Fu!i ime: <br />Par Time: <br />Number of Site Visits /Day: <br />Testing Oniy: <br />Requested By {Company Nama). <br />Ga Hardin /Howie Resources <br />rY g <br />Date: <br />Compaction Equipment <br />Sheepsfoot: <br />Smooth Drum Roller: <br />Vibratory: <br />Other (List Below): <br />':CAT 815 <br />Used: <br />_ <br />Wind: <br />>< <br />X I € <br />Clear <br />Overcast <br />X <br />Rain <br />Snow <br />Specified <br />Mo!sture Cohesive Soilz X <br />Requirement: N/A Cohesionless Soils <br />I 1 <br />32 -50 <br />X <br />50 -70 <br />70 -85 <br />85 Up <br />1 <br />[ } <br />I X I <br />X <br />Mod <br />X <br />High <br />Laborato Test!n �STM Cohesive Soils X <br />rProcedure: <br />� D698 <br />Cohesionless Soils <br />Dry <br />X <br />Mod <br />Humid <br />? <br />DENSITY J COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />insu scient amount <br />of material placed. <br />Informed (Rep of Company) of Test Results: <br />Gary Harding /Bowie Resources <br />Buckhorn was <br />to our arrival <br />contractor would <br />on <br />not informed prior : <br />on site that the t <br />not be working <br />this date. <br />,Contractor Not <br />` <br />Inclement Weather: <br />; Equipment Malfunction: <br />Unknown: <br />Working Due To: <br />The Contractor is: <br />Pro.:essmrg Frozen rKeteri&: <br />smopmg zoo /or Grvbbtfle: <br />Stockpli og Fc: <br />vet MatenaI: <br />:oror,,cn n5 DT }' ' <br />U1suootme Mel: <br />Field Copies Given <br />Contractor: <br />Client: <br />. CM /GM: <br />Other: <br />To: <br />1 IPro:essmc <br />MI <br />h{C.s ote <br />r is <br />PAGE 1 OF 1 <br />MN <br />Remcviu <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability CC-S3 7.19.10.xls DCR4- 14 -111s #437 <br />