HomeMy WebLinkAboutBuilding Field Test & Inspection Report 2008-8-6
Carlson Testing, Inc.
Construction inspections & Related Tests
Geotechnical Consulting
Main Office
P.O. Box 23814
Tigard, 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
P.O. Box 7918
Bend, Oregon 97708.
Phone (541) 330-9155
Fax (541) 330-9163
REPORT OF 4 X 8 CONCRETE
TEST SPECIMENS
Test Methods: ASTM C31/Cl 72 /092 /C61 7 /Cl 064 /C231 /C14 3
Date Molde . .' 08
Permit : COM2~8-00471 ..':)
Client: SAFEWAY STORES INC - PHIL JUTTELSTAD
Project: SAFEWAY STORE #1094 REMODEL - SPRINGFIELD
Address: 1891 PIONEER PKWY E - SPRINGFIELD, OR
Job Nnmber: S0805400.
Jnrisdiction: SPRINGFIELD
Contractor: JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN
Subcontractor:
Concrete Supplier: KNIFE
Truck #: 242158
Weather: CLEAR
Cast By: M. SPENNER
RI~ER .(METRO OPERATIONS) - QUALITY CONTROL
Load #: 1
Test Time: 5: 20 AM
Ticket#: 3222087
Air Temp. at Sampling Time:
65
Cylinders were cast for the following locations:
ENTRY FOOTI.NG
,
Total Concrete Placement Location:
ENTRY FOOTING DELI SLAB
Strength Requirement: 3500 psi fc@ 28 Days Slump: 5.000" % Air: 1.00%
Mix Number: 24 3NE'5 OVO Conc. Temp: ~ Cement Type: I Max Agg: 3/4"
AdmixlAmt: NC2 Cubic Yards: .4
Register Number: 0006168 Lab Location: SALEM
Set Test @ Date Test Total Area Unit Type Of Tested
No. Davs Rec'd Date Load PSI Fracture Bv
7 08/07/2008 08/13/2008 52855 12.56 4210 2 SRT
28 108/07/2008 09/03/2008 69475 12.56 5530 4 SRT
I 28 I 08/07/2008 09/03/2008 66980 12.56 5330 1 SRT
I 28 I 08/07/2008 09/03/2008 67900 12.56 5410 2 SRT
I I
I I I
I I I
o Distribute attachments. Average fc@ 28 days 5420
Please see reverse side for additional information.
Job Number: S0805400: Register Number: 0006168
Project: SAFEWAY STORE #109'4 REMODEL - SPRINGFIELD
Date Molded: 08/06/2008
-
AW
];.
< I in. [25 mm]
x
Type 1
Reasonable well-formed
cones on both ends_ less
than 1 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
\
/
I \
-"
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 unbanded caps)
Type 6
Similar to Type 5 but
;:nd of cylinder is pointed
Asterisked (*) average unit PSI test results did not meet listed acceptance criteria.
Remarks:
SAFEWAY STORES INC - PHIL JUTTELSTAD
TO: CITY OF SPRINGFIELD BUILDING DEPARTMENT
ASSOCIATED CONSULTANTS INC - MANOUCH YAGANEH
BENNER STANGE ASSOCIATES - JIM PARK
JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN
FAX/503-657-6496
FAX/503-384-0459
FAX/503-670-0235
FAX/360-696-9723
Project Manager:
B. LEACH
Reviewed By: Reviewed On 09/05/2008
Our report pertains to the material tested only. The infonnation contained in this report is provided subject to all tenns a ld
conditions of CTl's General Conditions in effect at the time this report is prepared. No party other than those to whom
CTl has distributed this report shall be entitled to use or rely upon the infonnation contained in this document.