HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-12-13 (2)
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GeotechnICal & Construcbon SeI'VlCSS
Compressive Strength of Concrete
(ASTM C 39)
CLIENT Ms Knsten Karle PROJECT The Royal Building DATE 12-13-06
St Vincent de Paul 501 Main Street PROJECT NO 2067145
POBox 24608 Spnngfleld, Oregon REPORT NO 4910
Eugene, Oregon 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
TEST
DATE
12-13-06
01-03-07
01-03-07
Hold
AGE
(DAYS)
7
28
28
12-06-06 CAST BY E MarJama
3000 pSI
3000 pSI SACKS
24F4NE5200 CEMENT
Venfl Fibers / Hot Water
3 TICKET NO 2554856
630 F YARDAGE 100 OF
400 F WEATHER Clear
Slab on grade line A to D, from line 1 to 6
690
DATE RECEIVED
SPECIMEN SIZE
SUPPLIER
MAX SIZE AGG
AIR CONTENT
SLUMP
TIME
SPECIMEN STORAGE
NW quadrant of slab
AREA
(IN 2)
2818
AVERAGE
STRENGTH
(PSI)
TIME OF
TEST
9 35 AM
WEIGHT
(LBS)
282
COMPRESSIVE
STRENGTH (PSI)
3730
TOTAL
LOAD (LBS)
105000
.. A - Cone B - Cone/Spilt C - Cone Shear D - Shear E - Col umnar
REMARKS Dernck (Meill Construction) was adVised of on-site test results
Reviewed By
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Michael L MeyeV
Technical Manager
Melli Construction - Curt Melli (e-mail)
Melli Construction - Curt Dawson (e-mail)
Bergsund Delaney Architecture & Planning (e-mail)
Hohbach-Lewln Structural Engineers (e-mail)
City of Spnngfleld
MBI
c
MLMJm
/
12-07-06
6" x 12"
MBI
3/4"
5 1/2"
9 00 AM
ASTM C31
TYPE OF
FRACTURE**
E
RECE\\JEt
DEe 1 9 ZOon
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
7fJJ NN 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