HomeMy WebLinkAboutMiscellaneous Specifications 2013-5-6 FE! Compressive Strength of Concrete
TESTING S INSPECTION,lvc
p°°,e<h°ic°t a con,°u<ti°°services Geotechnical&Construction services (ASTM C 39)
CLIENT Mr. Steve Schilling PROJECT Momentive Phenol Tank DATE 05-06-13
Advanced Mechanical, Inc. 470 S. 2nd Street PROJECT NO. 2137046
34777 Hwy.228 Springfield, Oregon REPORT NO. 8697
PO Box 397 00 9-��
Brownsville, Oregon 97327 BP NO. W ZQ/3 Zt
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.2) (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 12.56 8.38 74785 5950 10:50 PM 3
05-06-13 28 12.56 8.42 77025 6130 6040 10:55 PM 2
Hold ,
1.End Cones 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(top or bottom) 6—Side(pointed top or bottom)
Reviewed By: •
Michael l L. Me r
Technical Manager
c:
Pillar Engineering—John Evans (email)
City of Springfield
MLM:sc
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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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62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 phone(541)382-4844•fax(541)382-4846