HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-30 FEICompressive Strength of Concrete
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CLIENT Ms. Connie Speck PROJECT Giustina Resources DATE 05-30-13
Giustina Resources Office Building PROJECT NO. 2137002
PO Box 529 200 International Way REPORT NO. 8736
Eugene, Oregon 97440 Springfield, Oregon
BP NO. 811-SPR2012-02519
DATE CAST 05-02-13 CAST BY D. Delatte DATE RECEIVED 05-03-12
STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG
PRODUCT CODE 313065 CEMENT -- MAX SIZE AGG. 3/4"
ADDITIVES -- AIR CONTENT --
LOAD NO. 1 TICKET NO. 60032553 SLUMP 6 1/2"
CONCRETE TEMP 57° F YARDAGE 1.0 OF 1.0 TIME 7:35 AM
AIR TEMP 45° F WEATHER Clear SPECIMEN STORAGE ASTM C 31
POUR LOCATION Two(2)pad footings near 7C.2 &7D.3.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS)_ (IN.2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE**
05-09-13 7 12.56 8.71 26410 _2100 11:20 AM 5 _
05-30-13 28 12.56 8.68 56900 4530 8:20 AM 2
05-30-13 28 12.56 8.80 55305 4400 4465 8:25 AM 2
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Hold I .
"t-End Cones 2-Cone/Split' 3-Columnar 4—Diagonal 5—Side(top or bottom) 6—Side(pointed top or bottom)
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REMARKS: John Baugus(CCC)was advised of on-site test results.
Reviewed By:
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Michael Me r
Technical Manager
c:
Chambers Construction Co.-Brian Erickson(email)
Chambers Construction Co.-Jack Makarchek(email)
Robertson Sherwood Architects-Scott Stolarczyk(email)
City of Springfield
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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 part
thereof be disclosed without FEI Testing 8 Inspection, Inc.'s written authorization.
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750 NW Cornell Avenue•Corvallis,Oregon 97330 phone(541)757-4698•fax(541)757-2991
29540 B Airport Road Eugene,Oregon 97402•phone(541)684-3849 fax(541)684-3851
62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 phone(541)3824844•fax(541)382-4846