HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2013-11-22 tESnnGslnsPECnOn,,Mr. Compressive Strength of Concrete
Geo,nti"irot a ee 5".i<,r Geotechnical&Construction on Services (ASTM C 39)
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CLIENT Mr. Nathan Endicott PROJECT Hayden Bridge Headhouse DATE 11-22-13
EWEB 3957 Hayden Bridge PROJECT NO. 2137186
500 E. 4th Ave. Springfield, Oregon REPORT NO. 9188
PO Box 10148
Eugene, Oregon 97440 BP NO. 513-1789
DATE CAST 10-25-13 CAST BY D. Delatte DATE RECEIVED 10-26-13
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River •
PRODUCT CODE 40N15200 CEMENT — MAX SIZE AGG. 3/4"
ADDITIVES -- AIR CONTENT --
LOAD NO. 1 TICKET NO. 4003436 SLUMP 4 3/4"
CONCRETE TEMP 63° F YARDAGE 3.0 OF 3.0 TIME 7:25 AM
AIR TEMP 43° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION Infll around new man door at existing wall.
1 i
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE**
11-01-13 7 12.56 8.73 53890 4290 1:15 PM 5
11-22-13 28 12.56 8.76 83640 6660 8:15 AM 2
11-22-13 28 12.56 8.72 82980 6610 6635 8:20 AM 2
Hold
l-End Cones 2•Cone)Sptit 3-Columnar 4-Diagonal 5-Side(top or bottom) 6-Side(pointed too or bottom)
REMARKS: Dave Shaw(JHC)was advised of on-site test results.
Reviewed By: •
Michael L. Mey r
Technical Manager
c:
John Hyland Construction—Dave Shaw(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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