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<br />Project: ................................................................ <br /> <br />GEOTECH <br />Client On Site Rep: <br />Bowie Resources / B. Bear <br /> <br />Bowie Mine Gob Pile Stability ................ ...................... <br /> <br />e o. te ..Ich. nical ..,...... E ngi:.nIg.iw?....__.neers <br />_ Civi ............l, ........... Struct uur r .al ..... & - G . <br />C:O 81401 <br />• Montrose <br />222 South Park Ave <br /> <br />Contractor / Rep: <br />Load Out Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />3/4/2009 , <br />. <br />Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br /> DAILY CO MPACTION REPORT <br /> TESTTYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER LOCATION <br />Embankment Gob - Gob Pile No. 2, Slope Embankment GRADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />246 <br />247 <br />248 PT#4381) N19463.66/E37598.03 <br />(PT#4382) N19411.41/E37402.75 <br />(PT#4383) N19408.94/E37254.85 6107.2 <br />6107.2 <br />6108.7 X <br />X <br />X 107.0 <br />108.0 <br />107.9 10.5 <br />10.0 <br />10.2 98.6 <br />98.2 <br />98.4 13.7 <br />12.7 <br />13.4 92.1 <br />90.9 <br />91.4 gob <br />gob <br />gob #228 & 229 r/c @ 14° <br />#228 & 229 r/c @ 20° <br />#228 & 229 r/c 0 16° <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br /> Date: Compaction Equipment Used: <br />Specified <br />Compaction Cohesive Soils X <br />Requirement: 90%+ Cohesionless Soils Full Time: Day: 5 <br />F M T W <br />X Th F S <br />Sheepsfoot: ?X <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br /> x X Smooth Drum Roller: <br />Specified <br />Moisture N/A Cohesive Soils X <br />Requirement: Cohesionless Soils Number of Site Visits/Day: Temp: To 32 32-50 50-70 <br />X 70-85 85 Up <br />Vibratory: <br /> Testing Only: I Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />Laboratory Testing ASTM-698 Cohesive Soils X <br />Procedure: <br />Cohesionless Soils Ty Hyatt / Load Out Services Humidity: Dry <br />X Mod Humid Haul Traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br /> <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br /> <br />of material placed. Informed (Rep of Company) of Test Results: <br /> <br />Ty Hyatt /Load Out Services <br />Buckhorn was not informed prior <br />to our arrival on site that the <br />Due To: <br />Not Workin <br />t The Contractor Is. contractor would not be working <br />g <br />or <br />Contrac <br />Inclement Weather: <br />Processing Frozen Material: Processing Wet Material: <br /> <br />: Moisture Conditioning Dry Mat']: <br />bbi <br />G <br />d Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br />Equipment Malfunction: <br />Unknown: ru <br />ng <br />/or <br />Stripping an <br />Stockpiling Fill: Removing Unsuitable Mat]: CM/GM: <br />Other: PAGE 1 OF 1 <br />OS-126-CMT Bowie Mine Gob Pile Stability.xls DCR3-4-09)s#246-aa