Laserfiche WebLink
Project: _ ._.._......_._. ?_ .? <br />- AEOTECH Client/ On Site Rep: <br />Bowie Resources J Basil Bear <br />Bowie Mine Gob Pile Stability -.---._ ___-_..._..._ ........................._..._.._._.:__ __.____... __.____ <br />Civil, Structural & Geotechnical Engineers <br />CO 81401 <br />• Montrose <br />th P <br />k A <br />222 S Contractor / Rep: <br />Bowie Resources i Tracy M. <br />Project No: <br />2005126-CMT Date: <br />7/1/2010 , <br />ve. <br />ou <br />ar <br />Ph.: (970) 249.6828 - FAX: (970) 249.0945 <br />CONSTRUCTION MATERIALS TESTING LABORATORY Technician: <br />G. Jones <br />DAILY CO MPACTION REPORT <br /> LOCATION TEST TYPE MAX DRY OPTIMUM DRY MOISTURE PERCENT NOT SOIL LAB SAMPLE <br />TEST <br />NUMBER GRADE ELEV <br />E <br />iAND DENSITY <br /> <br />(pcf) MOISTURE <br /> <br />CONT. (%) DENSITY <br /> <br />(pcf) CONTENT <br /> <br />(%) coMPAcnoN wm+cN <br /> <br />SPEC TYPE NUMBER <br />388 PT#4534 N19326.65/E38023.82 6059.7 X 97.5 10.9 90.4 14.2 92.7 330A & 335 r/c @ 16% <br />389 (PT#4535) N19414.47/E38117.28 6060,3 X 97.2 11.0 93.2 13.0 95.8 330A & 335 r/c @ 15% <br />386A (PT#4536) N19335.65/E37649.06 Retest of Pt. 4532 6090.4 X 97.1 10.2 90.1 11.2 92.8 339 & 340 r/c @ 16% <br />390 (PT#4537) N19308.27/E37460.92 6083,7 X 100.1 10.1 94.1 16.0 94.0 352a r/c @ 20% <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 <br />Requirement: 90% + Cohesioniess Soils Full Time: Day: <br />5 M T W Th <br />X F S <br />Sheepsfoot: I <br /> Part Time: Weather: Sun Clear Overcast Rain Snow CAT 815 <br />Specified x X Smooth Drum Roller: <br />Moisture Cohesive Soils <br />Requirement: N/A Cohesion€ess Soils Number of Site Visits/Day: Temp: To 32 32-50 50-70 70-85 <br />X 85 Up <br />Vibratory: <br /> Testing Only: I I Wind: Still Mod High <br /> Requested By (Company Name): X Other (List Below): <br />Laboratory Testing ASTM Cohesive Soils <br />Procedure: D-698 <br />Cohesioniess Soils Tracy Matekov€c Humidity: Dry <br /> <br />X Mod Humid <br />DENSITY / COMPACTION <br />ON THIS DATE FOR TESTING WAS NOT PERFORMED <br />THE FOLLOWING REASONS: Insufficient amount <br />of material placed. Informed (Rep of Company) of Test Results: <br />Tracy M. <br />t Bo our rn was arrival on not informed <br />site that hat e prior <br />to out the <br />Contractor Not Working Due To: The Contractor Is: <br />contractor would not be working <br /> <br />Inclement Weather: <br /> <br />Equipment Malfunction: <br />Processing Frozen Material: =Processing Wet Material: <br /> <br />Stripping and/or Grubbing: Moisture Conditioning Dry Mao: Field Copies Given To: <br /> <br />Contractor: <br />Client: on this date, <br /> <br />Unknown: <br />Stockpiling fill: Removing Unsuitable Mat'I: CM/GM: <br />Other: PAGE 1 OF 1 <br />05-126-CMT Bowie Mine No. 2 Gob Pile Stability CC-SJ 7.19.10.xis DCR7-1-10gj#388