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.oject: <br /> <br /> <br />Bowie Mine Gob Pile 51~bilit .. .. ................ <br />• ' GEOTECH <br />:.........................................::::::::::::::::::::: <br />...............~........,..,..................:.. <br />... <br />, - Ciient J On Site Rep: <br /> <br />Bowie Resources / B. Bear <br />y . <br />. <br />.............................................. <br />Civtt, Structural & Geatecknical Engineers <br />COntraCtor /Rep: <br />L <br /> <br />~oject No: <br />Date: 222 South Paric Ave. • tNontrose, CO et4ot <br />Ph <br />: (970 <br />249 <br />& oad Out Services / S. West <br /> <br />200x126-CMT 3/25/2008 . <br />) <br />• <br />828. Fax: ts7oi gas-osas <br />CONSTRUCTION MATERIALS TESTING iABORATORY <br />DAilY COMPACTION REPORT Technician: <br />B. Wilson <br />..~~ LOCATION _ <br />Embankment ob. Gob Ile <br />NUMBER ~ p <br />Nos.1 and ~ <br />204 (PT#4306 lV19443.931/E36436.831 <br />205 {PT#4307 N19499 <br />294/E36436 <br />831 TESTTYPE MAX DRY OPTIMUM DRY <br />GRADE ELEV <br />NUC SAND DENSITY MOISTURE DENSITY <br />(pcf) coNT. (~io) {pcf) <br />6200.9 X 91.0 9.3 85.$ <br />6195 <br />2 MOISTURE PERCENT Nor snit LAB SAMPLE <br /> <br />CONTENT COMPACTIDN wrrrllN TYPE NUMBER <br />(era} SPEC <br />13.1 94.3 gob 4230/31 r/c @2; <br /> . <br />. . X 91.0 9.3 84.1 8.8 92,4 QOb 4230/31 r/c fa17: <br />MOISTURE /DENSITY SPECIFICATIONS <br />90°/a f Cohesive Soils <br />t' Cohesionless Soils X <br />N/A Cohesive Soils <br />Cohesionless Soils X <br />y Testing .._, <br />ASTM-698 Cohesive Soils <br />Cohesionless Soils X <br />DENSITY / COMPACTION TESTING WAS NOT PERFORMED <br />__ ON THIS DATE FOR THE FOLLOWING REASONS: <br />OBSERVATION /TESTING <br />Time: <br />Time: <br />per of Site Visits/Day; <br />ing Only: <br />rested 13y (Company Name): <br />B. Bear /Bowie Resources <br />FIELD OBSERVATIONS <br />~~ <br />5 M T W Th F S <br />X <br />ther: Sun Clear Overcast Rain Snow <br />X <br />D: To 32 32-50 SO-70 70-85 85 Up <br />X ~ <br />I: Still Mod High <br />x x ~ <br />dity: Dry Mod Humid h <br />X <br />rated (Rep of Company) of Test Results: <br />Ty Hyatt / <br />Load Out Services <br />Copies Given To: <br />actor: <br />tpaction Equipment Used: <br />_psfoot: <br />>th Drum Roller: <br />story: <br />• Not Working Due To: The Contractor Is: <br />~utricient amount <br />material Dlaced. <br />Weather: Processing Froxen Material: processing Wet Material: <br />Malfunction: Stripping and/or Grubbing: Moisture conditioning Dry MaYI: <br />~~Stocl~iiing Fill; ~ f Removing Unsuitable Maxi: <br /> <br />r (List Below): <br />Traffic <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 />4GE20Fi <br />.,.,-~,~.~-..~ ~ .. ~.wr,c rnno ~uu ruC JIdDIULy.X15 U~.KS-LS-Utt~F'1U4-tip/SJ <br />