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Project: ;....: .......................`........................................... <br />GEOTE" <br />.................. ......... <br />::::::::::::.: Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability Civil, Structural & Czeotechnicat-Engineers .. <br />222 South Park Ave <br />• Montrose <br />CO 81401 Contractor / Rep: <br />Load Out Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />8/5/2009 . <br />, <br />Ph.: (970) 249.6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />B. Wilson <br />DAILY CO MPACTION REPORT <br />TEST LOCATION G TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERcENT Nor SOIL LAB SAMPLE <br />NUMBER Embankment Gob - Gob Pile No. 2 <br />Center Slope RADE ELEV NUC SAND DENSITY <br />(pcf) MOISTURE <br />CONT. (%) DENSITY <br />(pcf) CONTENT <br />(%) COMPACTION WITHIN <br />SPEC TYPE NUMBER <br />290 PT#4427) N19466.23/E37214.98 6117.5 X 84.1 9.9 83.6 15.1 997 gob 279 & 281 r/c @ 260% <br />291 (PT#4428) N19451.06/E37405.40 6118.4 X 100.0 9.2 87.2 15.0 87.2 X gob 228 & 229 r/c @ 28% <br />292 (PT#4429) N19462.04/E37598.26 6117.0 X 98.3 9.9 105.2 10.0 107.0 228 & 229 r/c 0 22% <br /> <br /> <br /> <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: 90%+ Cohesionless Soils Full Time: Day: 5 M T W <br />X Th F 5 <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />Specified X Smooth Drum Roller: <br />Moisture N/A Cohesive Soils X <br />Requirement: Cohesionless Soils Number of Site Vislts/Day: Temp: To 32 32-50 50-70 <br />x 70-85 <br />X 85 Up <br />Vibratory: <br /> Testing Only: Wind: still Mod High <br />Laboratory Testin Requested By (Company Name): X Other (List Below): <br />g <br />Procedure: ASTM-698 Cohesive Soils X <br />Cohesionless Soils B. Bear - Bowie Resources Humidity: Dry <br />X Mod Humi <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Ty Hyatt - Loadout Services <br />Buckhorn was not informed prior <br />Contractor Not Working Due To: The Contractor Is: to our arrival on site that the <br />c <br />t <br />t <br /> <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br /> <br />Processing Frozen Material: Processing Wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry MaYI: <br />Field Copies Given To: <br /> <br />Contractor: <br />Client: on <br />rac <br />or would not be working <br />on this date. <br /> <br />Unknown: <br />Stockpiling Fill: Removing Unsuitable Mafl: CM/GM: <br />Ogler: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability-xis DCR8-5-09bw#290-mr