HomeMy WebLinkAboutBuilding Specifications 2011-4-14
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TESTING & INSPEOION, INe.
Geotechnical & Construction Servires
Compressive Strength of Concrete
lASTM C 39)
CLIENT
Mr. Wally McCullough
EWEB
500 E. 4'h Ave.
Eugene, Oregon 97440
. PROJECT
Hayden Bridge Filtratio~ Plant
Filter N4, N5 & N6 Improvements
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
04-14-11
2117001
7497
BPNO.
SPR 201O~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 62" 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 9allery wall.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) fiN.', {LBSl LOAD (LBSt STRENGTHIPSn IPsn TEST FRACTURE--
03-24-11 7 12.56 8.67 53740 4280 9:50 AM 3
04-14-11 28 12.56 8.71 76060 6060 10:10AM 3
04-14-11 28 12.56 8.66 76080 6060 6060 10:15AM 3
Hold
.. 1- End Cones 2 - Cona/Split 3 - Columnar 4 - Diagonal 5 - Side (lOP or bottom) 6 - Side (pointed lop or bottom)
REMARKS: Greg (Triad Mechanical) was advised of on-site test results.
Reviewed By:
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Michael L. Meyer
Technical Manager
c:
EWEB - Michael Sticking (email)
OBEC- Pete Slocum (email)
Triad Mechanical - Dennis Carroll (email)
Triad Mechanical- Gary Barnes (email)
City of Springfield
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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 andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part
thereof be disclosed without,FEI Testing & Inspection, Inc.'s written authorization.
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