HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-6-10 E, Compressive Strength of Concrete
TESTING 8INSPfCTTONar
Genres Finical a Conor°ct,°°service, Geotechnical&Construction Services (ASTM C 39)
CLIENT Ms. Connie Speck PROJECT Giustina Resources DATE 06-10-13
Giustina Resource Office Building PROJECT NO. 2137002
PO Box 529 200 International Way REPORT NO. 8798
Eugene, Oregon 97440 Springfield, Oregon
BP NO. 811-SPR2012-02519
DATE CAST 06-03-13 CAST BY D. Delatte DATE RECEIVED 06-04-13
STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4"x 8"
STRENGTH PLACED 5000 psi SACKS SUPPLIER ESG
PRODUCT CODE 315065 CEMENT -- MAX SIZE AGG. 3/4"
ADDITIVES -- AIR CONTENT 4.2%
LOAD NO. 1 TICKET NO. 60033759 SLUMP 4 1/4"
CONCRETE TEMP 69° F YARDAGE 2.0 OF 2.0 TIME 10:05 AM
AIR TEMP 62° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION Two(2)concrete pedestals near 7C.2& 7D.3.
• AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.') (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE"
06-10-13 7 12.56. 8.70 66925 5330 12:05 PM 5
07-01-13 28 • I _
07-01-13 I 28
Hold
-1-End Cones 2-Cone/Split 3-Columnar c—Diagonal 5—Side(top or bottom) 6—Side(pointed top or bottom)
REMARKS: Mel(CCC)was advised of on-site test results.
Reviewed By:
Michael L. Meyer
Technical Manager
c:
Chambers Construction Co.-Brian Erickson(email)
Chambers Construction Co.-Jack Makarchek(email)
Robertson Sherwood Architects-Scott Stolarczyk(email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
process and/or material evaluated. As such,information contained herein shall not be reproduced in part or full and/or any pad
thereof be disclosed without FE!Testing&Inspection, Inc.'s written authorization.
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