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Structural evaluation of LIC-310-0396 and FAY-35-17-6.82 box beams with advanced strand...
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Structural evaluation of LIC-310-0396 and FAY-35-17-6.82 box beams with advanced strand deterioration : draft final report--phase II
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Structural evaluation of LIC-310-0396 and FAY-35-17-6.82 box beams with advanced strand deterioration : draft final report--phase II
File Format:
Link to Web File
Description
Title
Structural
evaluation
of
LIC-310-0396
and
FAY-35-17-6.82
box
beams
with
advanced
strand
deterioration
:
draft
final
report--phase
II
Subject
Beam,Span,bridge,Instrument,'Instrument
Line',Cylinder,'Adjacent
prestressed
concrete
box
beam
bridges','Nondestructive
testing','Full
scale
testing',Load
testing
';
TA660.B4
S87
2011x
;
Box
beams--Testing.
;
Prestressed
concrete
beams--Ohio--Testing.
;
Bridges--Ohio--Testing.
;
OTP
1.23/7:2011-16
Description
"
University
of
Cincinnati
,
Department
of
Civil
and
Environmental
Engineering
" "
University
of
Toledo
,
Department
of
Civil
Engineering"--Cover.
; "
September
,
2011.
";
Executive
summary
report
(8
p.)
laid
in.
; "
FHWA/OH-2011/16--Technical
rept
.
documentation
p.
;
Includes
bibliographical
references
(p
.
130-131).
;
State
job
no
.
134381
;
Harvested
from the
web
on
11/21/11
Publisher
Ohio
Dept
. of
Transportation
,
Research
&
Development
;
Available
through
the
National
Technical
Information
Service
Contributors
Steinberg
,
Eric
P.
;
Ohio
.
Dept
. of
Transportation.
;
United
States
.
Federal
Highway
Administration.
;
Ohio
Research
Institute
for
Transportation
and the
Environment.
;
University
of
Cincinnati
.
Dept
. of
Civil
and
Environmental
Engineering.
;
University
of
Toledo
.
Dept
. of
Civil
Engineering
.
Type
Text
Language
eng
Relation
Also
available
online.
;
http://www.dot.state.oh.us/Divisions/Planning/SPR/Research/reportsandplans/Reports/2011/Structures/134381_FR.pdf;
http://worldcat.org/oclc/761730955/viewonline
Description-Abstract
This
report
describes
the
results
from the
testing
of a
full
scale
three
span
43
year
old
adjacent
prestressed
concrete
box
beam
bridge
. This
research
is
the
second
phase
of the
overall
project
entitled
"
Structural
Evaluation
of
LIC-310-0396
Box
Beams
with
Advanced
Strand
Deterioration
"
(State
Job
#134381)
. The
first
phase
involved
the
forensic
study
and
destructive
testing
of
damaged
individual
beams
removed
from a
similar
type
of
bridge
and
described
in the
Interim
-
Phase
I
report
. The
results
of
Phase
I
showed
the
differences
in
behavior
of the
damaged
beams
on an
individual
basis
.
However
, these
beams
do
not
exist
in
bridges
as
single
members
. The
evaluation
of the
behavior
of the
complete
bridge
system
is
critical
.
Date-Issued
[2011]
Format-Extent
131
p
. :
ill
.
(some
col.)
;
28
cm
.
Format-Medium
Government
publication
OCLC number
761730955
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