HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-30 (4)
Carlson Testing, Inc.
Main Office
POBox 23814
Tlgard, Oregon 97281
Phone (503) 684-3460
Fax (503) 684-0954
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 #: 255 Load #: 20
ConstructIOn Inspections & Related Tests
GeotechnIcal Consulting
Salem Office
4060 Hudson Ave, NE
Salem, Oregon 9730 I
Phone (503) 589-1252
Fax (503) 589-1309
Bend Office
POBox 79] 8
Bend, Oregon 97708
Phone (541) 330-9155
Fax (541) 330-9163
Job Number: S0604278.
Jurisdiction: SPRINGFIELD
Cast By: C. BIDWELL
Weather: SUNNY
Test Time:
9:31 AM
Cylinders were cast for the following locations:
SLAB ON GRADE 29 @ K.5
Total Concrete Placement Location:
1-31 @ A-W
Strength Requirement:
Mix Number: 2144
3000 psi rc @ 28 Days Slump:
Cone. Temp: 75 Cement Type: I
Admix/Amt: P80 - 228 OZ
Register Number: 0002133
Lab Location: SALEM
Set Test @ Date Test Total
No. Days Rec'd Date Load
3 7 07/03/2006 07/07/2006 88175
28 07/03/2006 07/28/2006
28 07/03/2006 I 07/28/2006 I
I I
I I
I
I
I
Area
27.69
Ticket#: 301071
Air Temp. at Sampling Time:
70
3.500" % Air:
1.30%
Max Agg: .75
. Cubic Yards:
203
Unit
PSI
Type Of
Fracture
Tested
By
JDV
3180
3
Please see reverse side for additional information.
Job Number: S0604278. Register Number: 0002133
Project: BAYBERRY COMMONS - SPRINGFIELD
Date Molded: 06/30/2006
-II>
A~
I r \
< 1 In [25 mm]
x
~~'
f It
Type 1
Reasonable well-fanned
cones on both ends, less
than 1 In [25 mm] of
cracking through caps
Type 2
Well-Fonned 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
\
r
1\
/
Type 4
DIagonal fracture with
no cracking through
ends, tap with hammer to
distingUish from Type 1
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 lIsted acceptance cntena
Remarks:
The area of the cylInders 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: -A I _ ______
Ste~
Our report pertams to the matenal tested only The mformatton contamed m thIS report IS proVIded subject to all terms and
condIttons of CTl's General CondIttons m effect at the ttme thIS report IS prepared No party other than those to whom
CTI has dIstrIbuted thIS report shall be entttled to use or rely upon the mformatton contamed m thiS document