HomeMy WebLinkAboutBuilding Miscellaneous 2014-6-24 FE' Compressive Strength of Masonry Prisms
TEWINGaINSPETION,ler.
G•c,.h°k°I a=° °n s-n"' Geotechrtical&Construction services ASTM C 1314
CLIENT Mr.Jeff Givens PROJECT IP–UPS Electric/ DATE 06-24-14
International Paper, Inc. Battery Room PROJECT NO. 2147043
801 42ntl Street 801 42nd Street ,REPORT NO. 9636
Springfield,Oregon 97478 Springfield, Oregon
BP NO. 811-SPR2013-02528
DATE CONSTRUCTED 05-27-14 DATE RECEIVED 05-29-14 •
DATE GROUTED N/A FEI REP. N/A PRISM I.D. 8"x 8"x 16"smooth face
SOLID HOLLOW XXX TIME --
DESIGN(F'M) 1500 psi WEATHER/TEMP. Showers/58°
SPECIMEN STORAGE ASTM C1314
LOCATION 8"UPS/Battery room east and west walk(12'to top),except beam pockets;air lock walk(4'to top).
MORTAR: PSI/TYPE 1800/S GROUT: PSI N/A
SAND AGG. SIZE
CEMENT CEMENT
LIME ADDITIVE
OTHER SLUMP
TEMP. TEMP.
SOURCE/I.D. Willamette Graystone(bagged) SOURCE/I.D.
TICKET NO.
SPECIMEN SPECIMEN SPECIMEN NET CROSS- COMPRESSIVE AVERAGE
TEST AGE HEIGHT LENGTH WIDTH SECTIONAL TOTAL STRENGTH STRENGTH
DATE (DAYS) (IN.) (IN.) (IN.) AREA(IN.2) LOAD(LBS) (PSI) (PSI)
06-03-14 7 16.00 7.625 7.625 37.95 96720 2550
06-24-14 28 15.875 7.625 7.625 38.75 100535 2590
06-24-14 28 15.875 7.625 7.625 37.95 99360 2620 2605
Reviewed By'//n{�,/cam/,f—
Michael L. Meye
Technical Manager
•
c:
0&S Contractors–Arlo Ward(email)
Jacobs Engineering–Curt LaCount(email)
City of Springfield(email)
•
MLM:vs
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,Ora3on 97330 prone(541)7574698 fax(541)7572991
29540 B Airport Road•Eugene,Dec33197402•phone(541)684.3849•fax(541)684-3851
62979 NE Plateau Drive,Suite 3 Bend,Oregon 97701 •phone(541)382-4844•fax(541)382 4846
•