HomeMy WebLinkAboutPermit Field Test & Inspection Report 2007-1-3 (2)
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Geoted1nical & Construction Services
Compressive Strength of Concrete
(ASTM C 39)
12-06-06 CAST BY E. Marjama
3000 psi
3000 psi SACKS
24F4NE5200 CEMENT
Verifi Fibers I Hot Water
3 TICKET NO. 2554856
63' F YARDAGE 10.0 OF
40' F WEATHER Clear
Slab on grade line A to D, from line 1 to 6.
69.0
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG.
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
CLIENT Ms. Kristen Karle PROJECT The Royal Building DATE 01-03-07
St. Vincent de Paul 501 Main Street PROJECT NO. 2067145
P.O. Box 24608 Sprin9field, Oregon REPORT NO. 4910
Eugene,Ore90n 97402
B.P. NO. COM2006-00624
DATE CAST
STRENGTH REQUIRED
STRENGTH PLACED
PRODUCT CODE
ADDITIVES
LOAD NO.
CONCRETE TEMP
AIR TEMP
POUR LOCATION
LOAD 3 SAMPLED
NW quadrant of slab.
12-07-06
6" x 12"
MBI
3/4'
5 1/2"
9:00 AM
ASTM C31
AVERAGE
TEST AGE AREA WEIGHT TOTAL COMPRESSIVE STRENGTH TIME OF TYPE OF
DATE (DAYSI (IN.'\ (LBSI LOAD (LBSI STRENGTH (PSIl (PSIl TEST FRACTURE"
12-13-06 7 28.18 28.2 105000 3730 9:35 AM E
01-03-07 28 28.18 28.4 146000 5180 10:05 AM C
01-03-07 28 28.18 28.3 147400 5230 5205 10:10AM D
Hold
.. A.Cone B-Cone/Split C.Cone Shear D-Shear E-Columnar
REMARKS: Derrick (Meili Construction) was advised of on-site test results.
Reviewed By:
Ih. j(, /lw1, ---
Michael L. ~ey{J~
Technical Manager
c: Meili Construction - Curt Meili (e-mail)
Meili Construction - Curt Dawson (e-mail)
Bergsund Delaney Architecture & Planning (e-mail)
Hohbach-LewinStructural Engineers (e-mail)
City of Springfield
MBI
MLM:jm
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 andlor material evaluated. As such, information contained herein shall not be reproduced in part or full andlor any part
thereof be disclosed without FEI Testing & Inspection, Inc.'s written authorization.
750 rwv Cornell Avenue' Corvallis, Oregon 97330, phone (541) 757-4698. fax (541) 757-2991
29540 BAirpat Road, Eugene, Oregon 97402, phone (541)684-3849' fax (541 )684-3851