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<br />Project: :............................................. ............................... <br /> <br />' GEDTECH <br />J: <br />Client / On Site Rep: <br />Bowie Resources / B. Bear <br />Bowie Mine Gob Pile Stability CivilStructural & Geotechnical.Engineers ........ <br />CO 81401 <br />• Montrose <br />k A <br />h P Contractor / Rep: <br />Load Out Services / Ty Hyatt <br /> , <br />ve. <br />ar <br />222 Sout <br />Project No: <br />2005126-CMT Date: <br />2/16/2009 Ph.: (970) 249-6828 • FAX: (970) 249-0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />L. Sanchez <br /> DAILY CO MPACTION REPORT <br /> <br />TYPE <br />TEST <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />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 Wm1IN <br />SPEC TYPE NUMBER <br />242 <br />243 <br />244 (PT#4376) N19460.87/E37469.21 <br />(PT#4377) N19448.48/E37351.21 <br />(PT#4378) N19447.70/E37160.77 6106.0 <br />6106.8 <br />6105.6 X <br />X <br />X 103.3 <br />110.8 <br />113.3 9.0 <br />10.3 <br />9.9 98.0 <br />72.6 <br />101.6 12.5 <br />25.3 <br />15.4 94.9 <br />65.5 <br />90.0 gob <br />gob <br />wida <br />gob #228 & 229 r/c @32% <br />#244 r/c @17% <br />#244 r/c 024% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION /TESTING <br />Date: FIELD OBSERVATION S <br />Compaction Equipment Used: <br />Specified <br />Compaction Cohesive Soils X <br />Requirement: 90%+ Cohesionless Soils Full Time: Day: 5 M <br />X T W Th F s <br />Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br />R <br />ll <br /> x X X er: <br />o <br />Smooth Drum <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 />32-50 <br />X <br />50-70 <br />70-85 <br />85 Up <br /> <br />Vibratory: <br /> Testing Only: I Wind: Still Mod <br />X High <br />List Below): I <br />Oth <br />Laboratory Testing ASTM-698 Cohesive Soils X <br />Procedure: <br />Cohesionless Soils Requested By (Company Name): <br />Ty Hyatt / Load Out Services Humidity: X <br />Dry <br />X Mod Humid er ( <br />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 />Buckhom was not informed prior <br />to our arrival on site that the <br />e To: <br />D <br />ki <br />W The Contractor Is: contractor would not be working <br />u <br />ng <br />or <br />Contractor Not <br />Inclement Weather: <br />Processing Frozen Material: ? Processing Wet Material: <br /> <br />Mat-1: <br />ditionin <br />Dr <br />C <br />i <br />t <br />?M Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date. <br />Equipment Malfunction: <br />Unknown: y <br />on <br />g <br />o <br />s <br />ure <br />stripping and/or Grubbing: <br />Stockpiling Fill: =Removing Unsuitable Mafl: E::] CM/GM: <br />Other: PAGE 1 OF 1 <br />OS-126-CMT Bowie Mine Gob Pile Stability.xls DCR2-16-091s#242-ap