HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-11-28Main Office Salem Office
P.O. Box 21814 4060 Hudson Ave., NE
Tigard, Oregon 9728 I Salem, Oregon 97301
Phone (503) 684-3460 Phone (503) 589-1252
Fax (503) 684-0954 Fax (503) 589-1309
TEST SPECIMENSREPORT OF 6 X 12 CONCRETE
Test Methods:
Date Molded:
ASTM C31lCt72 / Cte2 / Cett / CtO64 / C231-/ C1-43
t7/28/2005
permit X. 2OO5 -01182
Bend Officc
P.O. Box 79 l8
Bend, Oregon 97708
Phone (541) 330-9155
Fax (541) 330-9161
Job Number: s0504s33.
client: WESTERN CONSTRUCTTON SERVTCES rNC
Address:4223 MAIN STREET SPRINGFIELD OR
Contractor: WESTERN CONSTRUCTTON SERVICES INC
Jurisdiction; S PRINFTELD
Subcontractor:Cast By:S. FENTON
Concrete Supplier:
Truck #: 281,
EUGENE SAND & GRAVEL INC
weather: cLouDY /cot o
Admix/Amt:
Load #: 1
Test Time: 11:15 AI4
Ticket#: 311938
Air Temp. at Sampling Time: 31
oh Lir: 1- so?
Max Agg:3/8"
Cylinders were cast for the following locations:
FOOTING AT COLUMN LINE 2, DETATL 1,8, AND 4
Total Concrete Placement Location:
FOOTINGS AT COLWN LINE 2
Strength Requirement:3 000 psi fc@ 28 Days Slump: 5.000"
MixNumber: 13-6 SACK Conc. Temp: 51 Cement Type:3
Register Number: 0002 834 Lab Location. SALEM
Average fc @ 28 days
Set
No.
'l'est @
Days
Date
Rec'd
Test
Date
Total
Load Area Unit
PSI
Type Of
Fracture
Tested
By
7 1,1,/2e /2O06 t2/os/2005 57885 28 .1,7 241,0 3 SRT
2B Ta/2e/2006 1,2/26/2006 105375 27.60 3820 6 JDV
2B 1,1,/2e/2006 t2/26/2006 95800 27.60 3 510 5 JDV
2B Lt/2e/2006 1,2/26/2006 107700 27.50 3900 )JDV
37 40
Please see reverse side for additional information.
/
Carlson Testingr lnc. - ''"'""""''"'";::::;:,:;';:",::,:;::;
Project: SAVE ALOT FOOD STORE - SPRINGFIELD
CubicYards: 5's
JobNumber. s0504533. RegisterNumber: 0002834
Project: SAVE ALOT FOOD STORE SPRINGFIELD
< I in. [25 mm]
Type2
Well-Formed cone on one
end, vertical cracks running
through caps, no well-defined
cone on other end
Date Nlolded: t) /28/20o6
Type 3
Columnar vertical cracking
through both ends, no
well-formed cones
Type 6
Similar to Type 5 but
end ofcylinder is pointed
Type I
Reasonable wel l-lormed
cones on both ends, less
than I in. [25 mm] of
cracking through caps
Type 4
Diagonal fracture with
no cracking through
ends; tap with hammer to
distinguish from Type I
I
Type 5
Side fractures at top or
bottom (occur commonly
with unbonded caps)
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
CC. WESTERN CONSTRUCTION SERVICES INC
CITY OF SPRINGFTELD - BUII,D]NG DEPARTMENT
ABHT STRUCTURAL ENGINEERS - RANDALL TOMA
WESTERN DESIGN GROUP _ GARY YOUNG
Project Manager:B. LEACH
Reviewed By:
Brian Leach
Our report pertains to the material tested only. The information contained in this report is provided subject to all terms and
conditions of CTI's General Conditions in effect at the time this reporl is prepared. No parfy other than those to whom
CTI has distributed this report shall be entitled to use or rely upon the information contained in this document.