HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-7-7
Carlson Testing, Inc.
REPORT OF 6 x 12 CONCRETE
Test Methods: ASTM C31/C172/C192/C617/C143
Date Molded: 07/07/2006
Permit #: COM2005-01685
Client: BURT WALTER
Project:BAYBERRY COMMONS - SPRINGFIELD
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Address: 2211 LAURA STREET - SPRINGFIELD, OR
Contractor: x
Subcontractor:
Concrete Supplier: EUGENE SAND & GRAVEL INC
Truck #: 271 Load #: 1
Weather:
MaIn Office
PO Box23814
Tlgard, Oregon 97281
Phone (503) 684-3460
Fax (503) 684-0954
TEST SPECIMENS
ConstructIOn InspectIOns & Related Tests
Geotechnzcal Consulting
Salem Office
4060 Hudson Ave, NE
Salem, Oregon 9730 I
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:
Test Time: 2 : 35 PM
Cylinders were c;1st for the following locations:
Total Concrete Placement Location:
ENTRY WAY COLUMN FOOTINGS
Strength Requirement:
Mix Number: 2144
3000 psi rc @ 28 Days Slump:
Conc. Temp: N/T Cement Type: I
Admix! Amt:
Register Number: 0002164
Lab Location: SALEM
Test @ Date Test Total
Days Rec'd Date Load
7 07/10/2006 07/14/2006 74330
28 07/10/2006 08/04/2006
28 07/10/2006 I 08/04/2006 I
Set
No.
Area
27.69
I
I
I
I
I
J
T. VANN
Ticket#: 301587
Air Temp. at Sampling Time:
80
4 . 000 " % Air:
N/T
Max Agg: 3/4 "
. Cubic Yards:
Unit Type Of Tested
PSI Fracture By
2680 3 JDV
I
I I
I I
I I
I I
I I
L -EEL" '
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JUL 2 5 7nnfi
Please see reverse side for additional information.
Job Number: S0604278. Register Number: 0002164
Project: BAYBERRY COMMONS - SPRINGFIELD
Date Molded: 07/07/2006
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A9{
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< I In [25 mm]
x
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Type I
Reasonable well-fanned
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 well-defined
cone on other end
Type 3
Columnar vertIcal cracking
through both ends, no
well-fanned cones
\
/
1\
/'
Type 4
DIagonal fracture wIth
no cracking through
ends, tap wIth hammer to
dIstingUIsh 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 cyhnder IS pOinted
Astensked (*) umt PSI test results dId not meet lIsted 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: ~ -'^' --- --
Steve~~
Our report pertams to the matenal tested only The mformatIOn con tamed m thIS report IS provIded subject to all terms and
condItIOns of CTl'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 m thIS document.