HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-30 (2)
Carlson Testing, Inc.
ConstructIOn InspectIOns & Related Tests
Geotechnical Consultzng
Main Office
POBox 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
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Test Methods: ASTM C31/C172/C192/C617/C1064/C231/C143
DateM~lded: 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 #: 283 Load #: 40
Job Number: S0604278.
Jurisdiction: SPRINGFIELD
Cast By:
C. BIDWELL
Weather: SUNNY
Test Time:
1:50 PM
Ticket#: 301128
Air Temp. at Sampling Time:
84
Cylinders were cast for the following locations:
SLAB ON GRADE 4 @ I.5
Total Concrete Placement Location:
1-31 @ A-W
Strength Requirement:
Mix Number: 2144
3000 psi fc@ '28 Days Slump:
Cone. Temp: 76 Cement Type: I
3.500" % Air:
1.30%
Admix/Amt: P80 - 256 OZ
Register Number: 0002135
Max Agg: - 75
. Cubic Yards:
409
Lab Location: SALEM
Set Test @ Date Test Total Area Unit Type Of Tested
No. Days Rec'd Date Load PSI Fracture By
5 7 07/03/2006 07/07/2006 80000 27.69 2890 3 JDV
28 07/03/2006 07/28/2006 I
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: 0002135
Project: BAYBERRY COMMONS - SPRINGFIELD
Date Molded: 06/30/2006
--...
A~
\
< I In [25 mm]
x
Type I
Reasonable well-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 well-defined
cone on other end
Type 3
Columnar vertIcal crackIng
through both ends, no
well-formed cones
\
r
I \
/
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 unbonded caps)
Type 6
Slmllar to Type 5 but
end of cylInder IS pOInted
Astensked (*) umt PSI test results dId not meet lIsted acceptance cntena
Remarks:
The area of the cylInders 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: ~~~----_._---
Steverf,6ugger
Our report pertams to the matenal tested only The mformatIOn contamed m thIS report IS provIded subject to all terms and
condltlons of CTl's General Condltlons m effect at the tIme thIs report IS prepared No party other than those to whom
CTr has dIstnbuted thIS report shall be entItled to use or rely upon the mformatIon contamed m thIS document