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Project. <br />Bowie Mine Gob Pile Stability <br />Civil <br />CONSTRUCTION <br />BUC KHOR <br />Structural <br />222 South Park <br />Pr (970) 249-6828 <br />MATERIALS <br />. ,GEOTECH <br />51401 <br />-0945 <br />LABORATORY <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />& Geotechnical Engineers <br />Ave. • Montrose. CO <br />• FAX: (970) 249 <br />TESTING <br />Contractor / Rep: <br />Bowie Resources / Gary Harding <br />Project No: <br />2005126-CMT <br />Date: <br />6/6/2011 <br />Technician: <br />G. Jones <br />DAILY COMPACTION REPORT .. <br />{ <br />TEST <br />NUMBER <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY OPTIMUM <br />DENSITY MOISTURE <br />(p00 CONT. ( %) <br />DRY <br />DENSITY Y <br />(pcf) <br />MOISTURE <br />CONTENT <br />( %) <br />. - -..._ 13,0- <br />PERCENT <br />• coMPACnoN <br />93.3 <br />88.3 <br />_—IIIIII—IIIIIIIIII <br />90.3 <br />--- <br />N OT <br />vrmiN <br />SFEC <br />NMI= <br />IIIIIIBIMIIIIMIIIIII <br />111111 <br />-- <br />-im <br />11111— <br />SOIL <br />T YFE <br />LAB SAMPLE <br />NUMBER <br />339/340 r/c ©20 % <br />333/336 r/c ©21 °yo <br />339 /340 ,r /c 017% 5 <br />356 r/c @19% . <br />NUC <br />SAND <br />MIS <br />(PT# 4601.._._ .. ._._ __.. <br />6088.1 <br />99.7 9.9 <br />93.1 <br />N19439.54/E37904.24 <br />WI <br />454 <br />(PT #4602) f <br />6100.4 <br />©= 100.4 9.6 <br />88.7 <br />13.6 <br />'® <br />IIIIIIIIIIIII <br />N19525.23/E37806.29 <br />11.11111--- <br />6141.1 Rzim 98.2 10.1 <br />_11.111-- _1111111111111- <br />_— <br />88.7 <br />MEE <br />(PT#4603) <br />N19625.85/E37498.49 <br />456 <br />PT #4604) <br />6136.4I 99.4 10.3 <br />MIIIIIIIINIIIMIIIIMIIIIIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />95,9 <br />® <br />96.4 <br />N19668.90/E37720.01 <br />(PT #4605) <br />6099.8 Ell_ 97.6 10.1 <br />88.11111EEEI <br />90.2 <br />339/340 r/c L 16 % <br />r <br />N19367.60/E37650.00 <br />IIIIIIIIIIIIMINIIIII - -•1111• <br />11111111111111111111 <br />-_1111 <br />MM' <br />I _. EIIIIIIMIIIIIIIIIIIIIIIIIIIIIIIIIIMIIMIUIIIIIIMIUIIMIIIII <br />MOISTURE / DENSITY SPECIFICATIONS <br />- - _ _... -_.._ <br />OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified <br />Compaction Cohesive Soils <br />Requirement: 90% -r hi Sil <br />q Cohesionfess Soils <br />Fii Ti <br />ume: <br />Par Time: <br />Number of Site visits/Day: <br />Testing Only: <br />Requested By (Company Name): <br />.Gary Harding <br />Date: <br />Day: <br />, : <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Compaction Equipment <br />Sheepsfoot: <br />p <br />Smooth Drum Railer: <br />Vibratory: <br />Other (List Below): <br />CAT 815 <br />Used: <br />5 <br />T <br />l X 1 <br />X <br />Sun <br />X <br />Clear <br />X <br />Overcast <br />Rain <br />Snow <br />Specified <br />Moisture NA Cohesive Soils <br />Requirement: Cohesionfess Soils <br />1 <br />To 32 <br />32 -50 <br />50 -70 <br />70 - 85 <br />X <br />I <br />X <br />Still <br />Mod <br />X <br />Mod <br />High <br />Laboratory Testing ASTM Cohesive Soils <br />Procedure: D698 <br />Cohesionless Soils <br />a >< <br />Humid <br />DENSITY J COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Insufficient amount <br />of material placed. <br />Informed <br />(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 />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 />ProcessIng Frozen Mete::ai: <br />S :.apurg z..ejc, e uttmg: <br />Stockpiling Hi: <br />We.i Materia:: <br />C:,rciftimtr,e ,ry <br />Unsuitable Men: <br />Field Copies <br />Contractor: <br />Given To: <br />PAGE <br />Processing <br />I <br />i}a,sture <br />•ix +.i: all <br />Client: <br />1 <br />CM /GM: <br />IRe mavieg <br />Other: <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability CC -SJ 7.19.10.xls DCR6- 6 -11gj #453 <br />