HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-30 (6)
Carlson Testing, Inc.
REPORT OF
6 X 12
CONCRETE
MaIn Office
POBox 23814
Tlgard, Oregon 97281
Phone (503) 684-3460
Fax (503) 684-0954
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 #: 50
Weather: SUNNY
Test Time:
Cylinders were cast for the following locations:
21 @ D
Total Concrete Placement Location:
1 -31 @ A - W
Strength Requirement:
Mix Number: 2144
Admix/Amt: P80 - 240 OZ
Register Number: 000213 6
3000
psi f' c @ 2 8
Cone. Temp: 80
Construction InspectIOn!> & Related Tests
Geotechnzcal Consultzng
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
Job Number: S0604278.
Jurisdiction: SPRINGFIELD
Cast By: C. BIDWELL
3.46 PM
Days Slump:
Cement Type: I
Lab Location: SALEM
Ticket#: 301155
Air Temp. at Sampling Time:
89
4 000"
% Air:
1 20%
Max Agg:
.75
. Cubic Yards:
509
Set Test @ Date Test Total Area Unit Type Of Tested
No. Days Rec'd Date Load PSI Fracture By
6 7 07/03/2006 107/07/2006 82540 27.69 2980 3 JDV
28 07/03/2006 I 07/28/20061
28 07/03/2006 I 07/28/2006 I
I I
I I
I I
I I
I I
Please see reverse side for additional information.
Job Number: S0604278. Register Number: 0002136
Project: BAYBERRY COMMONS - SPRINGFIELD
Date Molded: 06/30/2006
-----
A~
lr
< ] In [25 mm]
x
J rl
Type I
Reasonable weIl-formed
cones on both ends, less
than I In [25 mm] of
cracking through caps
Type 2
Well-Formed cone on one
end, vertIcal cracks running
through caps, no weIl-defined
cone on other end
Type 3
Columnar vertIcal cracking
through both ends, no
weIl-fonned 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 un bonded caps)
Type 6
SImIlar to Type 5 but
end of cylInder IS pOinted
Astensked (*) umt PSI test results dId not meet hsted acceptance cntena
Remarks:
The area of the cylmders IS based on an assumed value of 28.26 unless noted.
cc: CITY OF SPRINGFIELD
DIAMOND ENGINEERING
TONY KOACH ARCHITECT
Project Manager:
S DUGGER
Reviewed By: ~~w~_, - ---,---
steve?lugger
Our report pertams to the matenal tested only The mformatIon contamed m 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
CTI has dlstnbuted thIS report shall be entItled to use or rely upon the mformatIOn contamed m thIS document