HomeMy WebLinkAboutBuilding Specifications 2013-4- /,Alrr
ftCompressive Strength of Concrete
TESTING 8 INSPECIION,INC. Gedecrtnical&Cantu iorl Services (ASTM C 39)
CLIENT Mr. Steve Schilling • PROJECT Momentive Phenol Tank DATE 04-15-13
Advanced Mechanical, Inc. - 470 S.2nd Street PROJECT NO. 2137046
34777 Hwy.228 Springfield, Oregon REPORT NO. 8664
PO Box 397
Brownsville,Oregon 97327 BP NO. —
DATE CAST 03-18-13 CAST BY A.Fenstermacher DATE RECEIVED 03-19-13
STRENGTH REQUIRED 4500 psi SPECIMEN SIZE 4"x 8"
STRENGTH PLACED 4500 psi SACKS SUPPLIER ESG
PRODUCT CODE 314545 CEMENT -- MAX SIZE AGG. 1/2"
ADDITIVES AEA AIR CONTENT 5.3%
LOAD NO. 1 TICKET NO. 60031034 /' SLUMP 4 3/4"
CONCRETE TEMP 68° F YARDAGE 10.0 OF 45.0 TIME 1:40 PM
AIR TEMP 55° F WEATHER Partly Sunny SPECIMEN STORAGE ASTM C 31
POUR LOCATION Phenol tank footing.
LOAD 1 SAMPLED From west side.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE"
03-25-13 7 12.56 8.31 38590 3070 10:50 AM 5
04-15-13 28 12.56 8.30 68075 5420 8:15 AM 3
04-15-13 28 12.56 _ 829 70360 5600 5510 8:20 AM 5
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: Leon(Advanced Mechanical)was advised of on-site test results.
Reviewed By:
Michael L. Meyer
Technical Manager
C:
Pillar Engineering—John Evans(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&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)684-3849 fax(541)684-3851
62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 phone(541)382-4844•fax(541)382-4846
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