HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2013-11-6 FE, Compressive Strength of Concrete
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TESIINI SINSPEC7ION,mr.
Geotechni°ol&Construction services Geotechnical&Consructon Services (ASTM C 39)
CLIENT Ms. Sally McKinne PROJECT Timber Products Headquarters DATE 11-06-13
Timber Products 305 South 4th Street PROJECT NO. 2137185
PO Box 269 Springfield, Oregon REPORT NO. 9201
Springfield, Oregon 97477
BP NO. 811-SPR2013-02200
DATE CAST 10-30-13 CAST BY M. Meyer DATE RECEIVED 10-31-13
STRENGTH REQUIRED 3000 psi(figs.) 3500 psi (slab) SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 3500 psi SACKS SUPPLIER ESG
PRODUCT CODE 390421 CEMENT -- MAX SIZE AGG. 3/4"
ADDITIVES -- AIR CONTENT --
LOAD NO. 1 TICKET NO. 60040154 SLUMP 3 3/4"
CONCRETE TEMP 63° F YARDAGE 3.0 OF 3.0 TIME 3:20 PM
AIR TEMP 54° F WEATHER Clear SPECIMEN STORAGE ASTM C 31
POUR LOCATION Post footings and slab infill in rooms 238&240.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.t) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE"
11-06-13 7 . 12.56 8.53 32205 2560 _ 12:45 PM 2
11-27-13 I 28 11-27-13 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)
REMARKS: Tim Jacobs(CCC)was advised of on-site test results.
Reviewed By:
PL Michael 1/4 °'ley.
Technical Manager
el
Firm 151 —Jenn Ward (email)
Chambers Construction—Frank Travis(email)
City of Springfield—Robert Castile(email)
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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