HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-30
Carlson Testing, Inc.
Constructzon Inspections & Related Tests
Geotechmcal Consultmg
MaIn Office
PO Box 23814
Tlgard, Oregon 97281
Phone (503) 684-3460
Fax (503) 684-0954
Salem Office
4060 Hudson Ave, NE
Salem, Oregon 97301
Phone (503) 589-1252
Fax (503) 589-1309
Bend Office
POBox 7918
Bend, Oregon 97708
Phone (541) 330-9155
Fax (541) 330-9163
REPORT OF
6 X 12 CONCRETE
TEST SPECIMENS
Test Methods: ASTM C31/C172/C192/C617/C1064/C231/C143
Date Molded: 06/30/2006
Permit #: COM2005 -01685
Client: BURT WALTER
Project: BAYBERRY COMMONS - SPRINGFIELD
Address: 2211 LAURA STREET - SPRINGFIELD, OR
Contractor: X
Subcontractor:
Concrete Supplier: EUGENE SAND & GRAVEL INC
Truck #: 262 Load #: 3
Job Number: S0604278
Jurisdiction: SPRINGFIELD
Cast By:
c. BIDWELL
Weather: SUNNY
Test Time:
6:30 AM
Ticket#: 301034
Air Temp. at Sampling Time:
66
Cylinders were cast for the following locations:
22 @ K.5 FOOTINGS
Total Concrete Placement Location:
1-31 @ A-W
Strength Requirement:
Mix Number: 2144
3000 psi fc @ 28 Days Slump:
Cone. Temp: 73 Cement Type: I
4.250" % Air:
1.00%
Admix/Amt: P80 - 240 OZ
Register Number: 0002131
Max Agg: .75
Cubic Yards: 30
Lab Location: SALEM
Set Test @ Date Test Total Area Unit Type Of Tested
No. Days Rec'd Date Load PSI Fracture By
1 7 07/03/2006 07/07/2006 83290 27.69 3010 3 JDV
28 07/03/2006 07/28/2006
28 07/03/2006 I 07/28/2006 I
I I
I I
I I
I /
I I
Please see reverse side for additional information.
Job Number: S0604278 Register Number: 0002131
Project: BAYBERRY COMMONS - SPRINGFIELD
Date Molded: 06/30/2006
-.j
x
AW
\ '
< I m [25 mm]
'\
Type I
Reasonable well-formed
cones on both ends, less
than I m [25 mm] of
crackmg through caps
Type 2
Well-Formed cone on one
end, vertical cracks runmng
through caps, no well-defined
cone on other end
Type 3
Columnar vertical crackmg
through both ends, no
well-formed cones
\
/ --
1\
/
Type 4
DIagonal fracture wIth
no crackmg through
ends, tap with hammer to
dlstmgUlsh from Type I
Type 5
SIde fractures at top or
bottom (occur commonly
with unbonded caps)
Type 6
SimIlar to Type 5 but
end of cylmder IS pomted
Astensked (*) umt PSI test results dtd not meet hsted acceptance cntena
Remarks:
The area of the cyhnders IS based on an assumed value of28.26 unless noted
cc: CITY OF SPRINGFIELD
DIAMOND ENGINEERING
TONY KOACH ARCHITECT
Project Manager:
S DUGGER
Reviewed By: ~~u((,L-,
Steven IIllger
Our report pertaIns to the matenal tested only The InfOrmatIOn contaIned In thIS report IS provIded subject to all terms and
~condItIons of CTI's General CondItIons m effect at the tIme thIS report IS prepared No party other than those to whom
cn has dIstnbuted thIS report shall be entItled to use or rely upon the mformatIOn contamed In thIS document.