HomeMy WebLinkAboutPermit Field Test & Inspection Report 1995-4-3
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BRAUN'"
I NTE RTEC
April 03, 1995
Mr. John LaDuke
Oregon Cedar Products
3600 Commercial Avenue
Springfield, Oregon 97477
Dcar .Mr. LaDuh:
Re: Sorter Building
Oregon Cedar.Products
3600 Commercial Avenue
Springfield, 'oregon
Braun Intertec Northwest
2285 Nugget Way
Eugene, Oregon 97403
503146-9649 Fox: 746.7163
Engineers and Scientists Serving
the Built and Nafural Environmenfs
Project EBXX-95-OO70
,Re~rt E-5~~!:U
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Project Information
High Strength Bolts
Report
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Performed re-inspection on the 3/4" A325 high strength bolts in the
beam to columh and beam to beam connections. The bolts were
checked with a calibrated torque wrench and are tightened to
'Sincerely,
)1;. ~,f}w~
Michael L. MeyU, Manager .
Eugene Branch
c: '" City of Springfield
BMI Contractors - Dave Brown
c: \wpSl \reports\welds\ore54788.sor
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BRAUN'"
I NTE RTEC
Braun Intertec Northwest
2285 Nugget Way
Eugene, Oregon ,97403
503-746,9649 Fax: 746-7163
Engineers and Scientists Serving
the Built and Natural Environments
March 29, 1995
Project EBXX-95-0070
Report E-54774
B'P--:Q5CD3 \
Me John LaDuke
Oregon Cedar Products
3600 Commercial Avenue.
Springt1eld, Oregon 97477
Dear Mr. LaDuke:
Re:
Sorter Building
Oregon Cedar Products
3600 Commercial Avenue
Springfield; Oregon
-':/
Project Information
Weldments/High Strength Bolts
Report
Performeg visual inspection on the following completed
weldments:
I. Cblumn to base olate connections: 3/16" to 1/4" fillet
. I
~eld on all sides I
2. Knee brace from beam to column: 3/16" fillet weld on
one (I) side of flange5 and both sides of web on each
,
connection
3. B~am/column to existing building. No welding details
whe specified on approved prints for items 1 and 2
nilted above, Welds were checked for workmanship
Ol\\y. No surface discontinuities wer~ visible and
workmanship appears satisfactory. Item 3 was
checked for conformance to approved prints. Welds
are acceptable and workmanship appears saiisfactory.
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Oregon Cedar Products
Project EB~X-95-0070
Report E-54774
March 29, 1995
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Page 2
Performed inspection on the 3/4" A325 high strength bolts in
the beam to column and beam to beam connections. The bolts
were ch~cked with a calibrated torque wrench and are not
tightened to suggested torque values. The contractQr's
represen~ative was advised and asked to notify our office when
Sincerely,
m~~QS
Michael L. Meyer, Manager
Eugene Branch
c: City of Springfield
BMI Contractors - Dave Brown
c :\wp51 \reports\welds\ore54 774 .sor
BRA U N I N T E R T E C NOR T H W EST
Inspecting Engineers--Chemists
2285 NUGGET WAY
EUGENE, OR 97403
Phone: (503) 746-9649
.FAX.: 746-7163
JlI" 1.
I} 1991
CONCRETE COMPRESSION TESTS
TESTED FOR:Empire Concrete Cutting
CAST BY:our rep. D. Smith
PROJECT:Canopy Addition
ADDRESs:2077 Laura Street
Springfield, Oregon
TYPE OF SPECIMEN:6 x 12
3000 Dsi, 3/4" MAX SIZED AGGREGATE
ADDITIVES :,
SOURCE:Eugene Sand & Gravel
pRODUCT CODE: 144
CONDTTION OF STORAGE: ASTM
PROJECT NO. :EBXX970187
REPORT NO:12-057-7458
P.O. NO: C,lR-l!c::{)
PERMIT NO:
DATE MADE:05/2'1/97
DATEREC'Q:05/22/97
jiACK MIX
SLUMP:2 1/2"
TICKET NO: 114783W AIR TEM~: 75 TIME: 3:00 pm CIL YARDS: 5.5
~OAD NO: 1 CONC TEMP: 72 WEATHER: clear % AIR:
LOCATION OF POlTR: Retro footing south, of existing building.
Test Weight Load - lbs.
Di3.!cp Mark POllnd'i per flO_ in,_
OS/28/97 28.3 2000
OS/28/97 28.2 2020
06/18/97 28.3 3020
06/18/97 28.3 3010
cyl only
Avpraae
2010
3015
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-Note: Advised superintendent of on-site test>results.
cc: Empire Concrete Cutting
City of Springfield
Eugene Sand & Gravel
THIS REPORT IS SUBMITTED AS THE CONFIDENTIAL PROPERTY OF OUR
CLIENT AND IS INTENDED FOR THE USE OF OUR CLIENT ONLY. NO
OTHER PERSON OR ENTITY MAY UTILIZE THIS REPORT OR ANY PORTION
THEREOF WITHOUT OUR WRITTEN AUTHORIZATION.
Age
Tefl!cpd
7 day
7 day
28 day
28 day
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