HomeMy WebLinkAboutBuilding Specifications 2013-4- err
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Carr Compressive Strength of Concrete
TESTING&INSPEGION,INC Geotechnical&Consimdic i Services (ASTM C 391
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CLIENT Ms. Connie Speck PROJECT Giustina Resources DATE 04-16-13
Giustina Resources Office Building PROJECT NO. 2137002
PO Box 529 200 International Way REPORT NO. 8699
Eugene, Oregon 97440 Springfield,Oregon
BP NO. 811-SPR2012-02519
DATE CAST 04-09-13 CAST BY• D. Delatte DATE RECEIVED 04-10-13
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x 8"
STRENGTH PLACED 4500 psi SACKS SUPPLIER ESG
PRODUCT CODE 314568 CEMENT -- MAX SIZE AGG. 3/4"
ADDITIVES -- AIR CONTENT --
LOAD NO. 9 TICKET NO. 6001645 SLUMP 3 1/2"
CONCRETE TEMP 63° F YARDAGE 10.5 OF 122.0 TIME 7:35 AM
AIR TEMP 44° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION Slab on grade with thickened areas line A to G,from 2.5 to 6, line B.2 to C,from 2 to 2.5 and line A.1 to
A.5,from 0.5 to 1.
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LOAD 9 SAMPLED Near 2.5F.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN 2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE"*
04-16-13 7 12.56 8.83 58860 4690 11:05 AM 3
05-07-13 28
05-07-13 28 •
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Hold
1-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 Saugus(CCC)was advised of on-site test results.
Reviewed By:
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Michael L. Me
Technical Manager
c:
Chambers Construction Co.—Brian Erickson(email)
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_ 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 part
thereof be disclosed without FEI Testing&Inspection,Inc.'s written authorization.
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