HomeMy WebLinkAboutPermit Building 2008-7-25
Carlson Testing, Inc.
ConstructiOn lmpeGtlOns & Related Tests
Geotechmcal Consultmg
Main Omce
PO Bo,23814
TIgard, Oregon 97281
Phone (503) 684-3460
raA (503) 684-0954
Salem Omce
4060 Hudson Ave NE
Sdlem Oregon 9730]
Phone (503) 589-1252
Fax (503) 589-1309
Bend Omce
PO Box 7918
Bend Oregon 97708
Phone (541) 330-9155
FaA (541) 330-9163
REPORT OF 4 X 8 CONCRETE
TEST SPECIMENS
Test~ethods ASTM C31/C172/C192/C617/C1064/C231/C143
Date ~olded 07/25/2008
Permit # PENDING
Chent SAFEWAY STORES INC - PHIL JUTTELSTAD
ProJect' SAFEWAY STORE #1094 REMODEL - SPRINGFIELD
Address 1891 PIONEER PKWY E - SPRINGFIELD, OR
Job Number S0805400
JUrIsdictIOn SPRINGFIELD
Contractor: JAMES E JOHN CONSTRUCTION CO INC - KRIS SIMENSEN
Subcontractor
Concrete Suppher
Truck # 196
Weather, CLEAR
Cast By P L
KNIFE RIVER (METRO OPERATIONS) - QUALITY CONTROL
SANETRA
Load # 1
Tlcket#
3221731
Test TIme
6 21 AM
Air Temp at Samphng Time
54
Cyhnders were cast for the followmg locatIons
FOOTING AT 2-3 @ EAST OF G
Total Concrete Placement LocatIOn
FOOTING AT 2-3 @ EAST OF G
Strength ReqUIrement 3000 pSI rc @ 28 Days Slump 4 500" % Air' 1 70%
~IX Number. 2435NE50VO Conc. Temp ~ Cement Type, I ~ax Agg 3/4"
Admlx/Amt. ACCELERATOR - 858 02 CubiC Yards 5
Register Number 0006113 Lab LOLatIon SALEM
Set Test @ Date Test Total Area Dmt Type Of Tested
No Davs Rec'd Date Load PSI Fracture Bv
7 07/26/2008 08/01/2008 50130 12 62 3970 2 SRT
28 107/26/2008 08/22/2008
28 107/26/2008 08/22/2008
,
HOLD 07/26/2008
o DistrIbute attachments
Average rc@ 28 days
Please see reverse Side for addltIonalmformatlOn
Job Number S0805400 Register Number: 0006113
Project SAFEWAY STORE #1094 REMODEL - SPRINGFIELD
Date Molded- 07/25/2008
-
[25 mm]
x
AW
'~:
Type I
Reasonable weIl-fonned
cones on both ends less
thdll I III [25 mm] of
crackmg through caps
Type 2
Well-fonned cone on one
end, vertIcal cracks runnmg
through caps no well-defined
cone on other end
Type 3
Columnar vertical <...rackmg
through both ends no
well-fonned cones
\
/
/\
/
Type 4
DIagonal fracture with
no Lrackmg through
ends tap wIth hammer to
dIstmgUlsh from Type 1
Type 5
Side fractures at top or
bottom (occur commonly
with unhanded caps)
Type 6
SImilar to Type 5 but
;::nd of cylInder IS pomted
Astensked (*) average untt PSI test results dId not meet lIsted acceptance cntena
Remarks.
SAFEWAY STO~ES 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
BLEACH
ReViewed By ReVlewed On 08/12/2008
Our report pertams to the matenal tested only The mformatton contamed m thIS report tS provIded subject to all tenns and
condlttons of CTI's General Condlttons m effect at the tIme thIS report tS prepared No party other than those to whom
CTI has dlstnbuted thIS report shdll be entttled to use or rely upon the mformatlon contamed m thts document