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<br />Project: ............................. .......... ................... .: <br /> <br />• ' GEOTECH Client / On Site Rep: <br /> <br />Bowie Resources / B. Bear <br /> <br />Bowie Mine Gob Pile Stability :.......................................:::-::?:__ <br />...... Ci . vi(.....' .S... t..........ructu..ral .r"a"1:. & ....G... eo..t ..ec hnic-h-n-i-c .al .. Engineers ............................ <br /> <br />CO 81401 <br />k Av <br />trose <br />• M <br />h P <br />S <br />Contractor / Rep: <br />Load Out Services / Ty Hyatt <br />Project No: <br />2005126-CMT Date: <br />1/30/2009 on <br />, <br />e. <br />222 <br />out <br />ar <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 />TES{ <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 />239 <br />240 <br />241 (PT#4373) N19431.51/E37586.22 <br />PT#4374) N19417.61/E37488.37 <br />(PT#4375) N19394.54/E37353.24 6100.9 <br />6100.5 <br />6099.9 X <br />X <br />X 106.3 <br />106.3 <br />106.3 9.9 <br />9.9 <br />9.9 98.3 <br />96.8 <br />96.4 12.9 <br />15.0 <br />13.6 92.5 <br />91.1 <br />90.7 gob <br />gob <br />gob #230 r/c @20% <br />#230 r/c @20% <br />#230 r/c @20% <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 o Cohesive Soils X <br />Requirement: 90 /o + Cohesionless Soils Full Time: Day: S M T W Th F <br />X S <br />Sheepsfoot: 0 <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 <br />Number of Site Visits/Day: <br />Temp: <br />To 32 <br />X <br />32-50 <br />50 70 <br />70-85 <br />85 Up <br /> <br />Vibratory: <br /> Testing Only: Ell Wind: Still Mod High <br />l <br />A <br />t B <br />O <br />h <br />Li <br /> Requested By (Company Name): X X ow): <br />s <br />e <br />t <br />er ( <br />Laboratory Testing ASTM-698 Cohesive Soils X <br />Procedure: <br />Cohesionless Soils Ty Hyatt / Load Out Services Humidity: Dry <br />X Mod Humi Haul Traffic <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br /> <br />ON THIS DATE FOR THE FOLLOWING REASONS: Insufficient amount <br /> <br />lof material placed. Informed (Rep of Company) of Test Results: <br /> <br />Ty Hyatt /Load Out Services <br />Buckhom was not informed prior <br />to our arrival on site that the <br />Due To: <br />ki <br />W The Contractor Is: contractor would not be working <br />ng <br />or <br />Contractor Not <br />Inclement Weather: <br />Processing Frozen Material: Processing wet material: <br /> <br />MaPI: <br />ditionin <br />Dr <br />C Feld Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br />Equipment Malfunction: <br />Unknown: g <br />y <br />on <br />Stripping and/or Grubbing: Moisture <br />Stockpiling Fill: Removing unsuitable MaVI: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine Gob Pile Stability.xls DCRI-30-091s#239-ap