HomeMy WebLinkAboutMiscellaneous Field Test & Inspection Report 2011-3-24
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JEITlNG & INIPECIION, INL
Gealechnical & Consbuclion ServicEs
Compressive Strength of Concrete
IASTM C 39L
CLIENT
Mr. Wally McCullough
EWEB
500 E. 4\h Ave.
Eugene, Oregon 97440
PROJECT
Hayden Bridge Filtration Plant
Filter N4, N5 & N6 Improvements
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
03-24-11
2117001
7497
. BPNO.
SPR 2010-00041
DATE CAST 03-17-11 CAST BY D. Delatte DATE RECEIVED 03-18-11
STRENGTH REQUIRED 4000 psi SPECIMEN SIZE 4" x 8"
STRENGTH PLACED 4350 psi SACKS SUPPLIER ESG
PRODUCT CODE 324365 CEMENT MAX SIZE AGG. 3/4"
ADDITIVES AEA AIR CONTENT 3.7%
LOAD NO. 1 TICKET NO. SLUMP 31/2"
CONCRETE TEMP 620 F YARDAGE 2.0 OF 2.0 TIME 9:20 AM
AIR TEMP 47"F WEATHER Inside SPECIMEN STORAGE ASTM C 31
POUR LOCATION Five (5) penetration in fills in east gallery wall.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESI~~V~\ STRENGTH TIME OF TYPE OF
DATE tDAYS\ IIN'\ tLBS\ LOAD fLBS\ STRENGTH PSI (PSI) TEST FRACTURE-
03-24-11 7 12.56 8.67 53740 4280 9:50 AM 3
04-14-11 28
04-14-11 28
Hold
-1- End Cones 2 - Cone/Split 3 - Columnar 4- Oiagcm~\ 5 -Side (top or bottom) 6 - S'lda {pointed lop or bottom)
REMARKS: Greg (Triad Mechanical) was advised of on-site test results.
Reviewed By:
(JJ.~~-
Michael L. M~yel .
Technical Manager
c:
EWEB - Michael Sticking (email)
OBEC- Pete Slocum (email)
Triad Mechanical - Dennis Carroll (email)
Triad Mechanical- Gary Barnes (email)
City of Springfield '
MLM:sc
This report and/of 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 andfor any part
thereof be disclosed without FEI Testing & Inspection, lnc,'s written authorization.
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