HomeMy WebLinkAboutBuilding Specifications 2013-4-4 lirrirs
el Compressive Strength of Concrete
T311116 8.INSPEGION INC. Geotechnical&COf1ShIK$Orl Services (ASTM C 391
CLIENT Ms.Connie Speck PROJECT Giustina Resources DATE 04-04-13
Giustina Resources Office Building PROJECT NO. 2137002
PO Box 529 200 International Way REPORT NO. 8679
Eugene, Oregon 97440 Springfield,Oregon
BP NO. 811-SPR2012-02519
DATE CAST 03-28-13 CAST BY M. Meyer DATE RECEIVED 03-29-13 •
STRENGTH REQUIRED 3000 psi SPECIMEN SIZE 4"x 8" •
STRENGTH PLACED 3000 psi SACKS SUPPLIER ESG
PRODUCT CODE 313065 CEMENT - MAX SIZE AGG. 3/4"
ADDITIVES -- AIR CONTENT -
LOAD NO. 1 TICKET NO. 60031300 SLUMP 4 1/4"
CONCRETE TEMP 60° F YARDAGE 9.0 OF 27.0 TIME 11:40 AM
AIR TEMP 53° F WEATHER Partly Cloudy SPECIMEN STORAGE ASTM C 31
POUR LOCATION Perimeter stem walls.
•
LOAD 1 SAMPLED Near lines A3.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE""
04-04-13 7 12.56 8.48 33005 2630 12:10 PM 3
04-25-13 28
04-25-13 28
Hold •
°1-End Cones 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(top or bottom) 6—Side(pointed top or bottom)
•
REMARKS: John Baugus(CCC)was advised of on-site test results.
Reviewed By:
•
Michael Mey
Technical Manager
c: •
Chambers Construction Co.-Brian Erickson(email)
Chambers Construction Co.-Jack Makarchek(email)
Robertson Sherwood Architects-Scott Stolarczyk(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)6843849 fax(541)6843851
62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 phone(541)382-4844'fax(541)382-4846