HomeMy WebLinkAboutBuilding Specifications 2013-3- spkw[Z- Oo83tS
art, Compressive Strength of Concrete
TES11NG&INSPECNON IIK. G ottthnical&Construction Services (ASTM C 391
CLIENT Ms. Laura Farthing PROJECT Hayden Bridge Water DATE 03-08-13
EWEB Intake Improvements PROJECT NO. 2127278
PO Box 10148 Springfield, Oregon REPORT NO. 8643
Eugene, Oregon 97440
BP NO. --
DATE CAST 03-01-13 CAST BY A. Fenstermacher DATE RECEIVED 03-02-13
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER , Knife River
PRODUCT CODE 45K170L0 CEMENT -- MAX SIZE AGG. 3/4"
ADDITIVES Microfiber,AEA AIR CONTENT 4.6%
LOAD NO. 1 TICKET NO. 3974140 SLUMP 2 1/2"
CONCRETE TEMP 64° F YARDAGE 11.0 OF 11.0 TIME 10:15 AM
AIR TEMP 55° F WEATHER Clear SPECIMEN STORAGE ASTM C 31
POUR LOCATION Valve vault slab-on-grade.
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AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN 2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE**
03-08-13 7 12.56 8.42 57825 4600 8:00 AM 3
03-29-13 28
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03-29-13 28
Hold----
"1-End Cones 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(top or bottom) 6—Side(pointed top or bottom)
REMARKS: Mark Brabham(JHC)was advised of on-site test results.
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Reviewed By:
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Michael L. Mey
Technical Manager
C:
EWEB—Mike Stickling(email)
John Hyland Construction—Dave Shaw(email)
OBEC—Pete Slocum(email)
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City of Springfield
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MLM:af
This report and/or enclosed lest 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.
750 NW Cornell Avenue•Corvallis,Oregon 97330•phone(541)757-4698'fax(541)757-2991
29540 B Airport Road•Eugene,Oregon 97402.phone(541)6843849-fax(541)684-3851
62979 NE Plateau Drive,Suite 3'Bend,Oregon 97701 .phone(541)382-4844•fax(541)382-4848
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