HomeMy WebLinkAboutBuilding Specifications 2013-3- (2) SPI.20i2- 02838
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kyr!: Compressive Strength of Concrete
TESTING&INSPEGION,INC. Geoin.n,ir-. : . -'L._E, rJ;.� 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. 8620
Eugene, Oregon 97440
BP NO. --
DATE CAST 02-15-13 CAST BY A. Fensterrnacher 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 5.6%
LOAD NO. 3 TICKET NO. 3973928 SLUMP 5"
CONCRETE TEMP 66° F YARDAGE 9.0 OF 25.0 TIME 12:20 PM
AIR TEMP 46° F WEATHER Fog SPECIMEN STORAGE ASTM C 31
POUR LOCATION Compressor building roof slab.
LOAD 3 SAMPLED From east 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"
03-15-13 28 12.56 8.44 75295 5990 11:05 AM 3
03-15-13 28 12.56 8.46 74400 5920 5955 11:10 AM 3
1-End Cones 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(top or bottom) 6—Side(pointed top or bottom)
REMARKS: Dave Shaw(JHC)was advised of on-site test results.
Reviewed By:ed
Michael L. Me r
Technical Manager
c:
EWEB—Mike Stickling(email)
John Hyland Construction—Dave Shaw(email)
OBEC—Pete Slocum(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 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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