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Project: <br />' ~ ' G EOTEC ~-1 Client / On Site Rep: <br />Bowie Resources - 6. Bear <br />Bowie Mine Gob Pile Stabilit <br />y Contractor /Rep: <br /> Load Out Services -Steve West <br />Project No: <br />2005126-CMl' Date: <br />1/21/2008 CIVIL, STRUCTURAL & GEOTECHNTCAL ENGINEERS <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br />DAILY COMPACTIO N REPORT <br /> <br />T <br />TE LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NoT SOIL LAB <br />S <br />NUMBER Embankmant Gob on <br /> <br />Gob Pile Nos. 1 and 4 GRADE ELEV <br />NUC <br />SAND <br />DENSITY <br />(pcf) <br />MOISTURE <br />coNT. {~o) <br />DENSITY <br />(pcf) <br />CONTENT <br />{pro} <br />COMPACTION <br />wriHIN <br />SPEC <br />TYPE <br />SAMPLE <br />NUMBER <br />186 PT#4267 N19388.434/E36451.237 6180.2 X 112.9 10.8 103.0 14.8 91.3 ob 4264/65/66 do @IS% <br />187 (PT#4268) N19400.208/E36353.591 6184.2 X 114.0 10.0 105.3 12.6 92.4 ob 4264/65/66 r/C @25% <br />188 PT#4269) N19398.363/E36226.385 6186.5 X 114.0 10.0 104.5 13.3 91.7 gob 4264/65/66 r/C @25% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION /TESTING FIELD O BSERVATIONS <br />Specified Date: Compaction Equipment Used: <br />Compaction 90% -F Cohesive Soils X <br />Requirement: Cohesionless Soils Full Time; ~ Day: S M <br />X T W Th F S <br />Sheepsfoot: <br />~X <br /> <br />Part Time: ~ <br />Weather: <br />Sun <br />Clear <br />Overcast <br />Rain <br />Snow _._ <br />_. <br />Specifred X X Smooth Drum Roller: <br />Moisture Cohesive Soils X <br />Requirement: n/a <br />Cohesionless Soils Number of Site Vlslts/Day: ~ Temp: To 32 <br />X 32-50 <br />X 50-70 70-85 85 Up <br />Vibratory: <br /> Testing Only: ~ Wind: Still Mod High <br /> <br />L <br />b <br />t <br />Testi <br />ASTM - Requested 8y (Company Name): X Other (List Below): <br />a <br />ora <br />ory <br />ng <br />Cohesive Soils X <br />Procedure: 698 <br />Cohesionless Soils Bowie Resources - B. Bear Humidity: Dry <br /> <br />X Mod Humid Haul TrafFic <br />DENSII-Y / COMPACTION TES <br />ON THIS DATE FOR THE TING WAS NOT PERFORMED <br />FOLLOWING REASONS: Insufficient amount of <br />material placed. Informed (Rep of Company) of Test Results: <br />Load Out ServIC2S - Ty Hyatt <br />euckhorn was not informed prior <br />Contractor Not Working Due To: The Contractor Is: to our arrival on site that the <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material: Processing Wet Material: <br /> <br />shipping and/or Grubbing: ~MOisture Conditioning Dry Mat'I: <br />Field Copies Given To: <br /> <br />Contractor. <br />Client; contractar wouid not be working <br />on this date. <br /> <br />Unknown: I I <br />Stocicpiiing RII: F Removing Unsuitable Mat'i: ~ CM/GM: <br />Other: PAGE 1 OF I <br />05-?26-CMT Bowie Mine Gob Pile Stability.xlsDCR?-2?-081s#?8&-s1 <br />