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... _. ..... . ... . ,....... ..... _.... • <br />Project: -. ;Client / On Site Rep: <br />, „KHOO . GEOTECH 1 Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability , !Contractor / Rep: <br />Civii, Structural & Geotechnical Engineers <br />, 222 South Park Ave. - Montrose, CO 81401 Bowie Resources / Gary Harding <br />Project No: <br />2005126-CMT <br />Date: Ph.: (970) 249-6828 - FAX: (970) 249-0946 ,Technician: <br />6/22/2011 CONSTRUCTION MATERIALS TESTING LABORATORY G. Jones <br />DAILY COMPACTION REPORT <br />T EST <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 />PERCENT <br />COMPACTION <br />'07 <br />WITHIN <br />SPEC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />NUC SAND <br />473 <br />Pt. #4621 Retest Pt #4602/454 <br />6100.7 <br />ammo <br />98.0 10.7 <br />91.9 <br />14.4 93.71110111111111=111 <br />N19525.55/E37805.58 <br />11111 <br />EMI <br />11.11.81111.111111.111Eell..90.51111111.111.11111111111MIERI <br />1.8 <br />474 <br />Pt. #4622 Retest Pt #4611/463 <br />6084.4 <br />X 1111 <br />98.1 10.7 <br />N19471.77/E38053.93 <br />INIIIIMIIIIIIIIMIIIIIIIIIIOIIIIIIIIIIIIIIIIMIIIIIIIIIIMIIINIIIII <br />ME <br />475 <br />PT#4623) N19455.86/E38035.56 <br />6086.7 <br />X IIIII <br />96.2 111111ffle <br />90.4 <br />9.4 93 1111111111BZWEIM <br />476 <br />(PT#4624 N19323.06/E37849.48 <br />6080.6 <br />X <br />.11 <br />94.9 10.6 <br />98.0 <br />11.0 103.2 339/340 r/c @9°/0 ; <br />(PT#4625) N19461.49/E37795.25 <br />6095.1 <br />85.0 14.2 <br />93.7 <br />12.6 110.2 111111 419 r/c @5 <br />478 <br />(PT#4626) N19308.87/E37511.95 <br />6098.2 <br />86.6 13.8 <br />91.8 <br />106.0 11111 419 r/c @9°/0 . <br />479 <br />(PT#4627 N19417.66/E37698.53 <br />6100.8 <br />X <br />1111 86.1 13.8 <br />87.9 <br />13.8 102 11111111MIECEIMI <br />480 <br />(PT#4628 N19566.12/E37390.81 <br />6145.4 <br />Mailll 96.4 =ME 93.0 <br />14.3 96 IMMIMILIMMEli <br />481 <br />(PT#4629) N19587.53/E37454.52 <br />6145.0 104.3 10.2 92.6 <br />88.8111a1111 354/355 r/c @20% <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified <br />Compaction + Cohesive Soils <br />90 <br />Requirement: % Cohesioniess Soils <br />, <br />Date: 6/22/2011 <br />Compaction Equipment Used: <br />Full Time: i Day: <br />IIIMEMINIIII <br />Sheepsfoot: <br />i <br />Part Time: I X <br />Weather: Sun Clear Overcast Rain Snow <br />Smooth Drum Roller: 1 <br />; <br />;Specified <br />, <br />;Moisture Cohesive Soils <br />IRequ NA irement: Cohesionless Soils <br />X X <br />Number of Site Visits/Day: <br />1 Temp: <br />To 32 <br />32-50 <br />50-70 <br />70-85 <br />X <br />85 up <br />Vibratory: <br />Testing Only: 1 X 1 Wind: <br />Still <br />Mod <br />X <br />High <br />Laboratory Testing ASTM- ,... <br />Lonesive SOUS <br />Procedure: D698 <br />Cohesionless Soils <br />Requested By (Company Name): <br />Other (List Below): <br />Bowie Resources Humidity: <br />Mod <br />Humid <br />'CAT 815 <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />Insufficient amount Informed (Rep of Company) of Test Results: <br />Buckhorn was not informed prior <br />to our arrival on site that the <br />contractor would not be working <br />. on this date. <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />of material placed, Gary Harding <br />Contractor Not Working Due To: <br />The Contractor Is: Ron <br />Field Copies Given To: <br />Inclement Weather: <br />Processing Frozen Material: 1 <br />Processing Wet Material: <br />Contractor: <br />i <br />Equipment Malfunction: <br />Stripping and/or Grubbing: <br />Moisture Conditioning Dry Mal: Client: <br />: <br />CM/GM: <br />PAGE 1 OF 1 <br />i <br />Unknown: <br />Stockpiling 7: 1 Unsuitable Man: Other: <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability CC-53 7.19.10.xls DCR6-22-11gj#473 <br />