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............... .......................:::: ?.................... Client / On Site Rep: <br />Project: <br />• GEOTEClP? <br />i <br />Bowie Resources / B. Bear <br /> <br /> <br /> <br />owie Mine Gob Pile Stability <br />:..................................................... <br />----.--;-. <br />.................................................................................................... <br />Civil. Structural & Geotechnical Engineers <br /> <br />Contractor / Rep: <br /> <br />Loadout Services / S. West <br /> 222 South Park Ave. Montrose, CO 61401 <br />: (970) 249-6828 • =AX: (970) 249-0945 <br />Ph <br />Technician: <br />Project No: Date: <br />2005126-CMT 11/3/2009 . <br />CONSTRUCTION MATERIALS TESTING LABORATORY L. Sanchez <br /> DAILY COMPACTION REPORT <br />LOCATION TE57 TYPE MAX DRY OPTIMUM DRY MOISTURE PERcertr NOT Solt LAB SAMPLE <br />TEST <br />Embankment Gob - Gob Pile No. 2 GRADE ELEV DENSITY MOISTURE DENSTY CONTENT COMPACTION wrrHiN TYPE NUMBER <br />NUMBER <br />Center Slope NUC SAND <br />(pcf) CONT. (%) (pcf) (%) SPEC <br />319 (PT#4460) N19564.81/E37518.09 6135.9 X 98.4 9.7 96.8 13.6 98.4 gob #227 r/c @ 25% <br />320 PT#4461) N19495.54/E37371.10 6137.7 X 109.7 8.9 99.2 12.7 90.4 gob #230 r/c @ 29% <br />321 (PT#4462 N19536.04/E37215.88 6135.4 X 102.1 9.1 102.0 12.9 99.9 gob #227 r/c @ 32% <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />MOISTURE / DENSITY SPECIFICATIONS OBSERVATION / TESTING FIELD OBSERV ATION S <br /> Date: Compaction Equipment Used: <br />Specified <br />Compaction Cohesive Soils X <br />° Full Time: Day: <br />S M T W Th F S <br />Requirement: 90 <br />D %+ Cohesionless Soils ! X Sheepsfoot: <br /> Part Time: Weather: Sun Clear Overcast Rain Snow <br /> X Smooth Drum Roller: <br />Specified <br />Moisture Cohesive Soils X Number of Site Visits/Day: Temp: To 32 32-50 so-70 70-85 85 Up <br />Requirement: N/A Cohesionless Soils X Vibratory: <br /> Testing Only: I A ! Wind: Still mod High <br />I <br /> Requested By (Company Name): X X Other (List Below): <br />Laboratory Testing AS Cohesive Soils B. Bear/Bowie Resources Humidity: Dry Mod Humid Haul traffic <br />Procedure: 698 <br />98 <br />X <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED Insufficient amount informed (Rep of Company) of Test Results: <br />Burn was not informed prior <br />ON THIS DATE FOR THE FOLLOWING REASONS: of material placed. Mike West / Loadout Services to o our arrival on site that the <br />Contractor Not Working Due To: The Contractor Is: contractor would not be working <br /> Field Copies Given To: on this date. <br />Inclement Weather: Processing Frozen Material: =Procemng Wet Materizi: <br /> Contractor: <br />ment Malfunction: <br />ui <br />E Stripping and/or Grubbing: Moisture Conditioning Dry Mat'!: Client: <br />p <br />q CM/GM: PAGE 1 OF i <br />Unknown: Stockpiling Fill: =Removing Unsukabe Mat'I: Other: <br />05-126-CMT Bowie Mine Gob Pile Stability.xis DCR11-3-091s#319-ap