HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2013-5-15 (2) 11'1
1'1 Compressive Strength of Concrete
TESNNG&INSPEOIBN INC c>eo-. ical& • b .i. :.. ASTM C 39
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CLIENT Mr. Wally McCullough PROJECT Hayden Bridge Filtration Plant DATE 05-15-13
EWEB Filters N1, N2&N3 PROJECT NO. 2137076
4200 Roosevelt Blvd. EWEB Job No.-29711 REPORT NO. 8716
PO Box 10148 Springfield, Oregon
Eugene, Oregon 97440 BP NO. N/A Q,/_5// /2—e2os3
DATE CAST 04-17-13 CAST BY D. Delatte DATE RECEIVED 04-18-13
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 24F0N27C00 CEMENT -- MAX SIZE AGG. 1/2"
ADDITIVES AEA AIR CONTENT 5.2%
LOAD NO. 1 TICKET NO. 3974988 SLUMP 5 1/2"
CONCRETE TEMP 58° F YARDAGE 10.5 OF 10.5 TIME 9:50 AM
AIR TEMP 55° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION Three(3)pipe collar walls at new penetrations in pipe gallery.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE _(DAYS) (IN') (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE**
_ 04-24-13 7 12.56 8.33 60350 4800 12:00 PM 5
05-15-13 28 12.56 8.31 88805 7070 11:45 AM 2
05-15-13 28 12.56 8.35 87350 6950 7010 _ 11:50 AM 5
Hold
"1-End Cones 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(lop or bottom) 6—Side(pointed top or bottom)
REMARKS: Scott(MSI)was advised of on-site test results.
Reviewed By:)//J7�
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Michael L. Me
Technical Manager
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EWEB—Michael Stickling(email)
McClure&Sons, Inc.—Rob Bechtloff(email)
OBEC—Pete Slocum (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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