HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2013-11-22 (2) •
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CLIENT Ms. Laura Farthing PROJECT Hayden Bridge Water DATE 11-22-13
EWEB Intake Improvements PROJECT NO. 2127278 .
PO Box 10148 Springfield, Oregon ' REPORT NO. 9187
Eugene, Oregon 97440 .
BP NO. --
DATE CAST 10-25-13 CAST BY M. Duffy DATE RECEIVED 10-26-13
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 MBAE 90; 24TETRA; Pozz 80 AIR CONTENT 5.1%
LOAD NO. 1 TICKET NO. 4025511 SLUMP 4 3/4" .
CONCRETE TEMP 69° F YARDAGE 5.5 OF 5.5 TIME 1:20 PM
AIR TEMP 57° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION North exterior wall infill.
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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 8.53 59755 4760 1:10 PM 2
11-22-13 28 12.56 8.52 81915 6520 _ 8:05 AM 3
11-22-13 28 12.56 8.50 80310 6390 6455 8:10 AM 3
Hold
"I-End Cones 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(too or bottom) 6—Side(pointed top or bottom)
REMARKS: Dave Shaw(JHC)was advised of on-site test results.
Reviewed By:
P. c
Michael 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 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,Ines 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)6843851
62979 NE Plateau Drive,Suite 3'Bend,Oregon 97701 •phone(541)382-4844'fax(541)382-1846