HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-7-13
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Geotechnical & ConstructJon SeIVlC8S
Compressive Strength of Concrete
(ASTM C 39)
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CLIENT
Ms Sheri Yates
Pacific Cascade
Federal Credit Union
1075 Oak Street
Eugene, Oregon 97401
PROJECT Pacific Cascade
Federal Credit Union
1190 Mohawk Blvd
Springfield, Oregon
B.P. NO. COM2005-01154
DATE
PROJECT NO
REPORT NO
07/13/06
2057200
4594
DATE CAST 06/15/06 CAST BY A Fenstermacher DATE RECEIVED 06/16/06
STRENGTH REQUIRED SPECIMEN SIZE 6" x 12"
STRENGTH PLACED 3000 pSI SACKS SUPPLIER ESG
PRODUCT CODE 185C CEMENT 60 MAX SIZE AGG 3/4"
ADDITIVES AEA AIR CONTENT 65%
LOAD NO 1 TICKET NO. 299859 SLUMP 5"
CONCRETE TEMP 710 F YARDAGE 1025 OF TIME 1 0 1 5 AM
AIR TEMP 690 F WEATHER Overcast SPECIMEN STORAGE ASTM C31
POUR LOCATION Sidewalk and approach apron on east side and return sidewalk on south side
LOAD 1 SAMPLED North side near end
AVERAGE
TEST AGE AREA WEIGHT TOTAL COM PRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYS) (IN 2) (LBS) LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE"
06/22/06 7 2827 276 97300 3440 9 10 AM D
07/13/06 28 2827 277 127800 4520 5 45 PM D
07/13/06 28 2827 276 129100 4570 4545 5 50 PM D
Hold
.. A . Cone B - Cone/Spilt C - Cone Shear D - Shear E - Columnar
REMARKS: Gary (McKenZie Commercial) was advised of on-site test results
Respectfu lIy,
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Michael L Me;:!
Technical Manager
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McKenzie Commercial
EriC Hall Architects
Branch Engineering
Eugene Sand and Gravel
City of Springfield
MLM
RECEIVED
JUL 1 8 2006
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 materral 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 wrrtten authorrzatlon
750 NW Cornell Avenue Corvallis, Oregon 97330 phone (541) 757-4698 fax (541) 757-2991
29540 B AIrport Road Eugene, Oregon 97402 phone (541) 684-3849 fax (541) 684-3851