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Project: _?:__:::_ <br />GEOTECH <br /> <br />..............:.. <br />.......... Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability ...... Civil .......'..... S t. t ...... ructu ...... ral ..... & .... G ............ eotechn ........... )cal .. E ............... ngineers ............. <br />, <br />CO 81401 <br />- Montrose <br />222 South Paris Ave Contractor / Rep: <br /> <br />Load Out Services / Steve West <br />Project No: <br />2005126-CMT Date: <br />11/18/2008 . <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 /> TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER LOCATION <br />Embankment Fill - Gob GRADE ELEV NUC SAND DENSITY <br />(pc) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WIT:-11N <br />SPEC TYPE NUMBER <br />213 (PT44342) gob pile No. 4 N19490.66/E37958.43 6091.0 X I 87.8 10.0 83.9 10.3 95.6 gob 213 @32% <br />214 (PT#4343) gob pile No. 4 N19550.10/E38051.03 6091.6 X 81.0 11.6 69.9 11.5 86.3 gob <br />215 (PT#4344) gob pile No. I N19474.85/E36124.78 6207.6 X 88.2 9.8 37.7 6.9 42.7 gob 213 @36% <br />216 (PT#4345) gob pile No. 1 N19524171E36380.54 6214.3 X 91.7 7.8 62.7 8.9 68.4 gob 213 @59% <br /> <br /> 3 <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction Cohesive Soils X <br />Requirement: 900/0 ' Cohesionless Soils X Full Time: Day: <br />S M T <br />X W Th F S <br />Sheepsfoot: <br /> Part 'lime: Weather: Sun Clear Overcast Rain Snow <br />S <br />ecified X Smooth Drum Roller: <br />p <br />Moisture Cohesive Soils X <br />Requirement: N/A Cohesionless Soils x Number of Site Visits/Day: Temp: To 32 32-50 <br />X 50-70 <br />X 70-85 85 Up <br />Vibratory: <br /> Testing Only: Wind: still Mod High <br /> Requested By (Company Name): X Other (List Below): 0 <br />Laboratory Testing ASTM-698 Cohesive Soils X <br />Procedure: <br />Cohesionless Soils X Ty Hyatt / Load Out Services <br /> <br />I Humidity: <br /> <br />-A Dry <br /> <br />X Mod Humid Haul Traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />lof material placed. Informed (Rep of Company) of Test Results: <br />Ty Hyatt /Load Out Services <br />8un was not informed prior <br />to o our our arrival on site that the <br />Contractor Not Working Due To: The Contractor Is: contractor would not be working <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br />Processing Frozen Material: Processing Wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry MatT Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Maxi: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xis DCR11-18-081s#213-ap