Laserfiche WebLink
Project: <br />- -- _- <br />' GEOTECH <br />T <br />Client / On Site Rep: <br />Time: <br />Day: <br />Time: A <br />Weat <br />Bowie Resources / B. <br />Bear <br />Bowie Mine Gob Pile Stability <br />Wind <br />uested By (Company Name): <br />Contractor / Rep: <br />Bowie Resources <br />Humi <br />Civil, Structural & Geotechnica( Engineers <br />Sun <br />Clear <br />Overcast <br />Rain <br />222 South Park Ave. • Montrose, CO 87401 <br />Ph. (970) 249 -6828 • FAX: (970) 249 -0945 <br />Bowie Resources / Gary <br />Harding <br />Project No: <br />Date: <br />Technician: <br />Smooth Drum Roller: <br />2005126 -CMT <br />8/7/2013 <br />CONSTRUCTION MATERIALS TESTING <br />70 -85 <br />G. Jones <br />is <br />DAILY <br />COMPACTION REPORT <br />X <br />TEST <br />LOCATION <br />GRADE ELEV <br />TEST TYPE <br />MAX DRY <br />OPTIMUM <br />DRY <br />MOISTURE <br />PERCENT <br />NOT <br />SOIL <br />LAB SAMPLE <br />NUMBER <br />X <br />NUC SAND <br />DENSITY <br />MOISTURE <br />DENSITY <br />CONTENT <br />COMPACTION <br />wn'H <br />TYPE <br />NUMBER <br />(P� <br />CONT. ( %) <br />(pc) <br />( %) <br />SPEC <br />890/881A <br />Retest 881 Pt. 5058 (N:19638.10 E:37724.41) <br />6155.0 <br />X <br />99.2 <br />10.8 <br />91.4 <br />12.4 <br />92.1 <br />354/355 r/c @10% <br />891 <br />Pt. 5059 N:20200.91 E:37374.48) <br />6216.0 <br />X <br />99.5 <br />9.8 <br />90.8 <br />14.0 <br />91.2 <br />331A1334 r/c @10% <br />892 <br />Pt. 5060 (N:20204.04 E:37448.29) <br />6213.7 <br />X <br />101.3 <br />9.6 <br />94.8 <br />12.4 <br />93.6 <br />331A/334 r/c 012% <br />893 <br />Pt. 5061(N:19400.24 E:37114.02) <br />6114.2 <br />X <br />101.7 <br />10.7 <br />96.0 <br />14.0 <br />94.4 <br />354/355 r/c @14% <br />894 <br />Pt. 5062 (N:19369.52 E:37090.34) <br />6107.5 <br />X <br />101.0 <br />10.9 <br />94.9 <br />12.3 <br />94.0 <br />354/355 rlc @12% <br />MOISTURE / DENSITY SPECIFICATIONS <br />90% Cohesive Soils <br />Cohesionless Soils <br />N/A Cohesive Soils <br />Cohesionless Soils <br />Testing ASTM Cohesive Soils <br />D698 <br />Cohesionless Soils <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Not Working Due To: The Contractor Is: <br />OBSERVATION / TESTING <br />M <br />T <br />Date'. <br />Time: <br />Day: <br />Time: A <br />Weat <br />ber of Site Visits /Day: <br />Teml <br />:ing Only: �X <br />Wind <br />uested By (Company Name): <br />Bowie Resources <br />Humi <br />;ufFcient amount <br />material Dlaced. <br />Weather: Processing Frozen Material: Processing wet Material: <br />Malfunction: Stripping and/or Grubbing: Moisture Conditioning Dry Matt: <br />Stockpiling Fill: Removing Unsuitable Matt: <br />FIELD OBSERVATIONS <br />Compaction Equipment Used: <br />S <br />M <br />T <br />W <br />Th <br />F <br />S <br />CAT 815 <br />X <br />Sheepsfoot: 0 <br />her: <br />Sun <br />Clear <br />Overcast <br />Rain <br />Snow <br />Smooth Drum Roller: <br />To 32 <br />32 -50 <br />50 -70 <br />70 -85 <br />85 Up <br />is <br />X <br />Vibratory: <br />Still <br />Mod <br />High <br />X <br />Other (List Below): <br />S <br />M <br />T <br />W <br />Th <br />F <br />S <br />X <br />dity: Dry Mod Humid <br />X <br />Tied (Rep of Company) of Test Results: <br />Ron Grimland (Bowie Resources) <br />Copies Given To: <br />US- lzb -(:M I t3owle Mine No. 2 (lob Pile Stability 2012 +.xis DCR8- 7- 13gj #881A -891 <br />Buckhorn was not informed prior <br />to our arrival on site that the <br />contractor would not be working <br />on this date. <br />PAGE 1 OF 1 <br />