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HomeMy WebLinkAboutBuilding Specifications 2013-3- (4) S x'22012--0o83 g Curt, Compressive Strength of Concrete TESTINGBINSPECTIONINL adis SenataS (ASTM C 39) CLIENT Ms.Laura Farthing PROJECT Hayden Bridge Water DATE 03-15-13 EWEB Intake In provements PROJECT NO. 2127278 PO Box 10148 Springfield,Oregon REPORT NO. 8618 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 4.8% LOAD NO. 1 TICKET NO. 3973922 SLUMP 5" CONCRETE TEMP - 70° F YARDAGE 8.0 OF 25.0 TIME 10:30 AM AIR TEMP 46° F WEATHER Fog SPECIMEN STORAGE ASTM C 31 POUR LOCATION Compressor building roof slab. LOAD 1 SAMPLED From north 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 8.46 56505 4500 8:30 AM 5 03-15-13 28 12.56 8.44 74980 5970 10:45 AM 3 03-15-13 28 12.56 8.48 75305 6000 5985 10:50 AM 5 Hold 1-End Cones 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(lop or bottom) 6—Side(pointed top or bottom) REMARKS: Dave Shaw(JHC)was advised of on-site test results. Reviewed By: 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,Inc.'s written authorization. 750 NW Cornell Avenue•Corvallis,Oregon 97330•phone(541)7574698•fax(541)757-2991 29540 B Airport Road•Eugene,Oregon 97402•phone(541)6843849 fax(541)684-3851 62979 NE Plateau Drive,Suite 3•Bend,Oregon 97701 •phone(541)382-4844•fax(541)382-4846