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HomeMy WebLinkAboutBuilding Specifications 2013-3- spkw[Z- Oo83tS art, Compressive Strength of Concrete TES11NG&INSPECNON IIK. G ottthnical&Construction Services (ASTM C 391 CLIENT Ms. Laura Farthing PROJECT Hayden Bridge Water DATE 03-08-13 EWEB Intake Improvements PROJECT NO. 2127278 PO Box 10148 Springfield, Oregon REPORT NO. 8643 Eugene, Oregon 97440 BP NO. -- DATE CAST 03-01-13 CAST BY A. Fenstermacher DATE RECEIVED 03-02-13 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 Microfiber,AEA AIR CONTENT 4.6% LOAD NO. 1 TICKET NO. 3974140 SLUMP 2 1/2" CONCRETE TEMP 64° F YARDAGE 11.0 OF 11.0 TIME 10:15 AM AIR TEMP 55° F WEATHER Clear SPECIMEN STORAGE ASTM C 31 POUR LOCATION Valve vault slab-on-grade. • AVERAGE TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF DATE (DAYS) (IN 2) (LBS) LOAD(LBS) STRENGTH(PSI) (PSI) TEST FRACTURE** 03-08-13 7 12.56 8.42 57825 4600 8:00 AM 3 03-29-13 28 • 03-29-13 28 Hold---- "1-End Cones 2-Cone/Split 3-Columnar 4—Diagonal 5—Side(top or bottom) 6—Side(pointed top or bottom) REMARKS: Mark Brabham(JHC)was advised of on-site test results. • • Reviewed By: • Michael L. Mey Technical Manager C: EWEB—Mike Stickling(email) John Hyland Construction—Dave Shaw(email) OBEC—Pete Slocum(email) • City of Springfield • MLM:af This report and/or enclosed lest 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 8 Inspection,Inc.'s 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)6843849-fax(541)684-3851 62979 NE Plateau Drive,Suite 3'Bend,Oregon 97701 .phone(541)382-4844•fax(541)382-4848 •