HomeMy WebLinkAboutBuilding Specifications 2013-4-15 vittCompressive Strength of Concrete
TmlING 81NSPECTION,INC GeDiechnical&COn51R1CtiOr1 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. 8697
PO Box 397
Brownsville, Oregon 97327 BP NO. --
DATE CAST 04-08-13 CAST BY A.Fenstermacher DATE RECEIVED 04-09-13
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 3.7%
LOAD NO. 1 TICKET NO. 60031618 SLUMP 5"
CONCRETE TEMP 64° F YARDAGE 10.5 OF 10.5 TIME 9:30 AM
AIR TEMP 48°F WEATHER Showers SPECIMEN STORAGE ASTM C 31
POUR LOCATION Phenol tank walls.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN?) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE"
04-15-13 7 12.56 8.42 41655 3320 8:25 AM 5
05-06-13 28 _
05-06-13 28
Hold
^1-End Cones 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(top or bottom) 6—Side(pointed lop or bottom)
Reviewed By:
Michael L. Meyer
Technical Manager
c:
Pillar Engineering—John Evans(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. '
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)6843851
62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846
•