Laserfiche WebLink
Project: <br />Bowie Mine Gob Pile Stability <br />[ <br />Civil <br />CONSTRUCTION <br />Bt I(l1IO <br />Structural <br />222 South Park <br />Ph.: (970) 249 <br />MATERIALS <br />Client / On Site Rep: <br />Bowie Resources / 8, Bear <br />GEOTECH 1. <br />& Geotechnical Engineers <br />Ave. • Montrose, CO 81401 <br />-6828 • FAX: (970) 2490945 <br />TESTING LABORATORY <br />Contractor / Rep: <br />Bowie Resources / Gary Harding <br />Project No: <br />2005126 <br />Date: <br />6/15/2011 <br />Technician: <br />G. Jones <br />DAILY COMPACTION REPORT <br />TEST <br />NUMBER <br />LOCATION <br />GRADE ELEV <br />TEsT TYPE <br />MAX DRY <br />DENSITY <br />(pcf) <br />OPTIMUM <br />MOISTURE <br />Conn`. ( %) <br />DRY <br />DENSITY <br />(pcf) <br />MOISTURE <br />CONTENT <br />( %) <br />PERCENT <br />COMPACTION <br />NOT <br />WI <br />s?cC <br />SOIL <br />TYPE <br />LAB SAMPLE <br />NUMBER <br />NUC SAND <br />470 <br />(PT #4618) <br />6144.2 <br />mum <br />97.5 <br />MBE <br />89.7 <br />-����� <br />15.0 <br />92.0 <br />1111 <br />356 r/c 12% <br />N19634.15/E37454.72 <br />(PT #4619) <br />6142.9 <br />X <br />��� <br />97 .5 <br />10.2 <br />92.7 <br />11.5 <br />95.0 <br />339/340 r/c ©15% <br />N19658.72/E37543.31 <br />- <br />(PT #4620) <br />6140.4 <br />X <br />96.3 <br />10.3 <br />91.3 <br />13.7 <br />94.8 <br />339/340 rJc 13% <br />IIIIMIIIIN19661.74/E37632.21 <br />Y <br />MOISTURE / DENSITY SPECIFICATIONS <br />OBSERVATION / TESTING <br />FIELD OBSERVATIONS <br />Specified <br />Compaction o Cohesive Soils <br />Requirement: 90 / 0 + C <br />Cohesionless Solis <br />Fuil Time: <br />Pars Time: <br />Number of Site <br />Testing Only: <br />Visits /Day: <br />(Company Name): <br />Date: <br />Day: <br />Weather: <br />Temp: <br />Wind: <br />Humidity: <br />Compaction Equipment <br />Sheepsfoot: <br />Smooth Drum Roller; <br />`Vibratory: <br />.other (List Below): <br />CAT 815 <br />Used: I <br />[ 1 <br />T <br />L X <br />n <br />X <br />X <br />Sun <br />X <br />Clear <br />X <br />Overcast <br />Rain <br />Snow <br />Specified <br />Moisture NA Cohesive Soils <br />Requirement: Cohesionless Soils <br />1 <br />El <br />Still <br />32 -50 <br />50 -70 <br />70 <br />X <br />El <br />1 <br />X <br />Mod <br />X <br />High <br />Laboratory Testing C S M Cohesive Soils <br />Procedure: D698 <br />Cohesioniess Soils <br />Requested By <br />Gary Harding <br />1 <br />Dry <br />X <br />Mod <br />Humid <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />ON THIS DATE FOR THE FOLLOWING REASONS: <br />Insufficient amount <br />of material placed. <br />Informed (Rep of Company) of Test Results: <br />Gary Harding <br />Buckhorn was <br />to our arrival <br />contractor would <br />on <br />not informed prior <br />on site that the <br />not be working <br />this date. <br />Contractor Not <br />Inclement Weather: <br />E quipment Malfunction: <br />Unknown: <br />Working Due To: <br />The Contractor is: <br />Processing Frozen Natrnat: <br />:strip:in :strip: ariiv. 2::,J„b. ,2: <br />Stxkpoirne Fill; <br />1 Processing <br />V9et Ma:e, al: <br />co .rt,cree 2 Dry <br />Unsuitable Man: l: <br />Field Copies <br />Contractor: <br />Cl ient: <br />Given <br />To: <br />y <br />i- xc 41 ;e <br />Pier; <br />CM /GM: <br />Other: <br />PAGE 1 OF 1 <br />Removing <br />05- 126 -CMT Bowie Mine No. 2 Gob Pile Stability CC -SJ 7.19.10.xls DCR6- 15 -11gj #470 <br />