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Bowie Mine Gob Pile Stability <br />a <br />Civi <br />O STR€dCTION <br />$UC KH4R GEO <br />€ Structural & Ceotechnicai <br />222soutn Parkove. Montrose, <br />Ph.: �s7o1 -sags Fax: t� <br />MA7 ERIALS TESTING <br />EC <br />;Contractor <br />;Technician: <br />ORATORY <br />Client / On Ste Rep: <br />Bowie Resources / B. Bear <br />Engineers <br />CO 81405 <br />%cr 2cs -os�s <br />t �4i <br />/ Rep: <br />BOWIe Resources / Gary Harding <br />f Project No: <br />2005126 CMT <br />Date: <br />6/15/2011 <br />G. Jones <br />DAILY COMPACTION REPORT <br />T ES <br />NUMBER <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY OPTIMUM <br />i v <br />DENSITY i IOISTURE <br />DRY <br />i <br />DENSITY <br />MOISTURE <br />�_ <br />COIL a �Nn <br />Pcncc'irT <br />co taacr:cN <br />NOT <br />-, ; • <br />t y i <br />srcc <br />SOIL <br />TYPE <br />LAB SAMPLE <br />IBER <br />NUMBER <br />SAND <br />466 <br />(PT #4614) <br />6048.6 <br />__.. 96.2 ®� <br />�� <br />356 r/c (g8°/0 <br />N19108.23/E37751,21 <br />95.7= <br />467 <br />(PT #4615) <br />6080.4 <br />X <br />97.2 <br />98.4 <br />al <br />356 r/c @11% <br />€N19549.81/E38156.90 <br />EM- <br />468 <br />(PT #4616) <br />6082.6 <br />X <br />87.5 13.4 88.7 <br />16.3 <br />101.3 <br />419 r/c @13% <br />N19509.98/E38117.85 <br />mum <br />356 r/c @ 12% <br />469 <br />(PT #4617) <br />6144.2 <br />Milli <br />97.4 88.1 <br />12.1 <br />90.4 <br />N 19601.00/E37392.02 <br />S <br />f <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING FIELD OBSERVATIONS <br />;Specified <br />{Compaction Cohesive Soils <br />Requirement: 90% <br />Cohesionless Soils <br />Full Time: <br />Part Time: <br />Number of Site <br />Testing Only: <br />Visits /Day: <br />(Company Name): <br />Date: <br />Day: <br />y, <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Compaction Equipment <br />Sheepsfcot: <br />Smooth Drum Roller: <br />Vibratory: <br />Other (List Below): <br />Used: <br />INIIIMITIII <br />Sun Clear Ove -cast Rain <br />X X <br />!f; <br />X O <br />v X <br />u <br />X <br />Snow <br />Specified <br />i Moisture NA Cohesive Soils <br />Requirement: Cohesionless Soils <br />l <br />1 <br />To 32 <br />32-50 <br />50 -70 <br />70 -85 <br />X <br />85 Up <br />c <br />l } <br />X <br />Still <br />Mod <br />X <br />High <br />Humid <br />Laboratory Testing ASTM- Cohesive Sods <br />Procedure: D698 <br />Cohesionless Soils <br />Requested By <br />Gary Harding <br />1 <br />Dry <br />X <br />Mod <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 />, <br />S Contractor Not <br />Inclement Weather: <br />p M - <br />Equipment Malfunction: <br />`Unknown: <br />Working Due To: <br />The Contr2ctor 15: <br />r: wss ;� Frruun N,ater,ze <br />r <br />s =;,;;;�� Fr,blc• .;-b�,nc: <br />v 7•I�tEr,�l: <br />,,,, _r <br />C°r ,.,.,r�r .,�f <br />^_i1f sj5u 1 °_Ii2i 1: <br />_ ._ Copies <br />Field <br />_ <br />Given <br />...._ _ <br />To: <br />; <br />?roce>s:r:g <br />----1 <br />� r,asture <br />Contractor: <br />I <br />g< ,, t .,,_ <br />� <br />Client: ; <br />Stc. pumg 31: <br />CM/GM: <br />PAGE 1 OF 1 <br />I 2Enlp`Flll <br />Other: <br />05-126 -CMT Bowie Mine No. 2 Gob Pile Stability CC-S3 7.19.10.xls DCR6- 15 -11gj #466 <br />