HomeMy WebLinkAboutMiscellaneous Specifications 2013-4-18 EElCompressive Strength of Concrete
TESTING&INSPECTION,INC, Geotechnical&Consliu IDnServices (ASTM C 39)
CLIENT Mr.Kelly Staines PROJECT LTD-Storage Shed Addition DATE 04-18-13
Lane Transit Dist. 3500 East 17th Ave. PROJECT NO. 2137074
PO Box 7070 Springfield,Oregon REPORT NO. 8704
Eugene, Oregon 97401
BP NO. 811-SPR2013-00496
DATE CAST 04-11-13 CAST BY D. Delatte DATE RECEIVED 04-12-13
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 2440N17200 CEMENT -- MAX SIZE AGG. 3/4"
ADDITIVES AEA AIR CONTENT 5.2%
LOAD NO. 1 TICKET NO. 3977840 SLUMP 4 3/4"
CONCRETE TEMP 61° F YARDAGE 11.0 OF -23.5 TIME 8:15 PM
AIR TEMP 47° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION Eight(8)column pad footings—four(4)on line 1 and four(4)on line 2, between A and D.
LOAD 1 SAMPLED Pad at 1 D.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN 2) (LBS) LOAD(LBS, STRENGTH(PSI) (PSI) TEST FRACTURE"
04-18-13 7 12.56 8.43 65740 5230 2:20 PM 2
05-09-13 28
05-09-13 28
Hold
-1-End Cones 2-Cone/Split 3-Columnar 4-Diagonal 5-Side(top or bottom) 6-Side(pointed top or bottom)
REMARKS: Shawn Hussey(CCC)was advised of on-site test results.
Reviewed By:
•
Michael L. M r
Technical Manager
c:
Chambers Construction-Shawn Hussey(email)
Chambers Construction-Chris Boyum(email)
City of Springfield-Robert Castile(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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