HomeMy WebLinkAboutBuilding Specifications 2013-3- (3) SP2ZoiL- 0oesw
(tEEl Compressive Strength of Concrete
TESTINGSINSPECTION INC Geaotedtrlicel&CorstrLldtionServices (ASTM C 39)
CLIENT Ms. Laura Farthing PROJECT Hayden Bridge Water DATE 03-15-13
EWEB Intake Improvements PROJECT NO. 2127278
PO Box 10148 Springfield,Oregon REPORT NO. 8619
Eugene, Oregon 97440
• BP NO. —
•
DATE CAST 02-15-13 CAST BY A. Fenstermacher DATE RECEIVED 02-16-13
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4"x 8"
STRENGTH PLACED 4000 psi SACKS SUPPLIER Knife River
PRODUCT CODE 45K170L0 CEMENT MAX SIZE AGG. 3/4"
ADDITIVES AEA; Hot Water;Tetraguard AIR CONTENT 5.5%
LOAD NO. 2 TICKET NO. 3973922 SLUMP 4 1/2"
CONCRETE TEMP 70°F YARDAGE 8.0 OF 25.0 TIME 11:00 AM
AIR TEMP 46° F WEATHER Fog SPECIMEN STORAGE ASTM C 31
POUR LOCATION Compressor building roof slab.
LOAD 2 SAMPLED From south side.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN.2) (LBS) LOAD(LBS) , STRENGTH(PSI) (PSI) TEST FRACTURE`"
02-22-13 7 12.56 8.36 48840 .3890 8:35 AM 5
03-15-13 28 12.56 8.40 70980 5650 10:55 AM 5
03-15-13 28 12.56 8.39 71300 5680 5665 11:00 AM 5
Hold
•
'-1-End Cones 2-Cone/Split 3-Columnar 4-Diagonal 5-5'tle(top or bottom) 6-Side(pointed top or bottom)
REMARKS: Dave Shaw(JHC)was advised of on-site test results.
Reviewed By:
4. .
Michael L. M L. M r
Technical Manager
c: •
EWEB—Mike Stickling(email)
John Hyland Construction—Dave Shaw(email)
OBEC—Pete Slocum(email)
City of Springfield
MLM:sc
This report and/or enclosed test data is the confidential properly 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)684-3851
62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382.4846