HomeMy WebLinkAboutPermit Field Test & Inspection Report 2006-6-30 (3)
Carlson Testing, Inc.
,
ConstructIOn InspectIons & Related Tests
GeotechnIcal Consulting
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
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 #: 10
Job Number: S0604278.
Jurisdiction: SPRINGFIELD
Cast By:
C. BIDWELL
Weather: SUNNY
Test Time: 7 : 42 AM
Ticket#: 301049
Air Temp. at Sampling Time:
68
Cylinders were cast for the following locations:
SLAB ON GRADE 31 @ V
Total Concrete Placement Location:
1-31 @ A-W
Strength Requirement:
Mix Number: 2144
3000 psi f'c @ 28 Days Slump:
Cone. Temp: 73 Cement Type: I
3 . 500 " % Air:
1. 40%
Admix/Amt: P80 - 240 OZ
Register Number: 0002132
Max Agg: .75
. Cubic Yards:
101
Lab Location: SALEM
Set Test @ Date Test Total Area Unit Type Of Tested
No. Days Rec'd Date Load PSI Fracture By
2 7 07/03/2006 07/07/2006 97855 27.69 3530 3 JDV
28 07/03/2006 I 07/28/20061 'I
28 07/03/2006 I 07/28/2006 I I
I I I
I I I
I I I
I I I
I I I
Please see reverse side for additional information.
Job Number: S0604278 Register Number: 0002132
Project: BAYBERRY COMMONS - SPRINGFIELD
Date Molded: 06/30/2006
---
A~
\
< I In [25 mm]
x
Type I
Reasonable well-fonned
cones on both ends, less
than I In [25 mm] of
crackIng through caps
Type 2
Well-Fonned 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-fonned cones
\
/
1\
.)"'
Type 4
Diagonal fracture with
no crackIng thr-ough
ends, tap wIth hammer to
distIngUish 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 cyhnder 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: ~ n/A.(',(J--__-
Steven 6rl"gger
Our report pertaIns to the matenal tested only. The InfOrmatIOn contaIned In thIS report IS provIded subject to all terms and
condItIons of CTI's General CondItIons In effect at the tIme thIS report IS prepared No party other than those to whom
CTI has dIstnbuted thIS report shall be entItled to use or rely upon the InfOrmatIOn contaIned In thIS document