HomeMy WebLinkAboutPermit Field Test & Inspection Report 2009-5-4
Me. Charlie McClain
Mcintyre Construction
PO Box 2523
Eugene, Oregon 97402
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CLIENT
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD' NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 1 SAMPLED
Geotechnical & Construcli:Jn Services
Compressive Strength of Concrete
(ASTM C 39)
PROJECT
Enterprise Rent-A-Car
4396 Main Street
Springfield, Oregon
DATE
PROJECT NO.
REPORT NO.
05-04-09
2097017
6320
. B.P.NO.
C8-00589
04-06-09
3500 psi
3500 psi
35-IN
CAST BY
DATE RECEIVED
SPECIMEN ~IZE
SUPPLIER
MAX SIZEAGG.
AIR CONTENT
,
SLUMP
TIME
SPECIMEN STORAGE
5"
7:35 AM
ASTM C31
D. Delatte
04-07-09
4" x8"
Knife River
314"
SACKS
CEMENT
1 TICKET NO. 3353674
61' F YARDAGE 10.75 OF
47" F WEATHER Clear
Slab on grade:for office and car wash areas.
38.0:1:
North end of office area.
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH ;TIME OF TYPE OF
DATE (DAYS) (IN'! (LBSl LOAD (LBS) STRENGTH (PSI) (PSI) TEST FRACTURE~
04-13-09 7 12.56 8.52 45920 3660 8:20 AM 4.
05-04-09 28 12.56 8.55 66165 5270 9:15AM 3
05-04-09 I 28 12.56 8.57 65220 5190 5230 9:20 AM 5
Hold
**1 - End Cones 2 - Cone/Split 3 - Columnar 4 - Diagonal 5 - Side (top and bottom) . 6 - Side (top or bottom)
REMARKS: Ron (Mcintyre) was advised of on-site test results.
Reviewed By:
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Michael L Meyer
Technical Manager
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City of Sprin9field
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This report and/or enclosed test data is the confidential property of the client to whom it is addressed and pertains to the specific
processand/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 & JnSfection, Inc.'s written authorization.
.,
750 r#V Cornell Avenue' Cavallis, Oregon 97330' phone (541) 757.4698. fax (541) 757-2991
29540 BAirpatRoad' Eugene, Oregon 97402 . phOne (541 )684;)849. fax {541 )684-3851
63050 Corporate Place, Suite 2. Bend, Oregon 97701:' phone (541) 382-4844 . fax (541)'382-4846
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