HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2013-11-22 FEI n �Lor �"oratti 7,0 .1 ,�,
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CLIENT Ms. Laura Farthing PROJECT Hayden Bridge Water DATE 11-22-13
EWEB Intake Improvements PROJECT NO. 2127278
PO Box 10148 Springfield, Oregon REPORT NO. 9240
Eugene, Oregon 97440
BP NO. -
DATE CAST 11-15-13 CAST BY A. Fenstermacher DATE RECEIVED 11-16-13
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 AIR CONTENT 4.4%
LOAD NO. 1 TICKET NO. 4003814 SLUMP 4"
CONCRETE TEMP 72° F YARDAGE 5.0 OF 5.0 TIME 11:00 AM
AIR TEMP 50° F WEATHER Overcast SPECIMEN STORAGE ASTM C 31
POUR LOCATION Four(4)columns inside building and two(2)infills on the west 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**
11-22-13 7 12.56 8.54 62375 4970 7:40 AM 5
12-13-13 28
12-13-13 28
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Hold
"1-Eno Cones 2-Cone/Split 3-Columnar 4-Diagonal 5-Side(top or bottom) 6-Side(pointed top or bottom)
REMARKS: Mike Stickling (EWES)was advised of on-site test results.
Reviewed By:
Mi�el L. M —
Technical Manager
c:
EWEB-Mike Stickling (email) •
John Hyland Construction- Dave Shaw(email)
OBEC- Pete Slocum(email) •
City of Springfield
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MLM:sc
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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.
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