HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-23 (2)
Carlson Testing, Inc.
MaIn Office
PO Box 23814
Tlgard, Oregon 97281
Phone (503) 684-3460
Fax (503) 684-0954
REPORT OF
6 X 12
CONCRETE
TEST SPECIMENS
Test Methods: ASTM C31/Cl72/C192/C617/C1064/C231/C143
Date Molded: 06/23/2006
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 #: 264 Load #: 1
Weather: SUNNY
Test Time: 11: 15 AM
Cylinders were cast for the following locations:
ELAVATION PIT @10.5/11.5 @ K/ K.2 9SLAB ON GRADE)
ConstructIOn InspectIOns & Related Tests
Geotechmcal Consultmg
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.
Set Test @ Date Test Total Area
No. Days Rec'd Date Load
I 7 06/23/2006 06/30/2006 97325 28.05
28 06/23/2006 07/21/2006 123820 27.88
28 06/23/2006 07/21/2006 I 122300 27.88
I
I
I
I
I
Jurisdiction: SPRINGFIELD
Cast By:
J. REID
Ticket#: 300523
Air Temp. at Sampling Time:
83
Total Concrete Placement Location:
ELEVATION PIT (SLAB ON GRADE) 10.5/11.5 @ K/K.2, 36" X 36" X 14" FOOTINGS @ B1
@ J, N @ 14 AND I.1 @ 11
Strength Requirement: 3000 psi rc @ 28
Mix Number: 2144 Conc. Temp: 74
Admix/Amt: NO BATCH INFORMATION
Register Number: 0002108
Days Slump:
Cement Type:
Lab Location: SALEM
2 . 500 " % Air:
1.50%
Max Agg: .75
Cubic Yards:
4.5
Unit Type Of Tested
PSI Fracture By
3470 3 JDV
4440 3 JDV
4390 I 1 I JDV
I I
I I
I I
I I
I I
RECEIVED
JUL 28 1006
Please see reverse side for additional information.
Job Number: S0604278. Register Number: 0002108
Project: BAYBERRY COMMONS - SPRINGFIELD
Date Molded: 06/23/2006
---
AW
J f \
< I In [25 mm]
x
~'
, 1
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 runmng
through caps, no well-defined
cone on other end
Type 3
Columnar vertical crackIng
through both ends, no
well-formed cones
\
r
1\
/'
Type 4
Diagonal fracture wIth
no crackmg through
ends, tap with ha111l]1er 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 cylinder IS pOInted
Astensked (*) umt PSI test results dId not meet hsted acceptance cntena.
Remarks:
The area of the cyhnders 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: ~ ()
Steven~
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
cn has dIstnbuted thIS report shall be entItled to use or rely upon the mformatIOn contamed m thIS document