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Instrumentation, monitoring, and testing at the CUY-90-15.24 Central Viaduct Project
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Instrumentation, monitoring, and testing at the CUY-90-15.24 Central Viaduct Project
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1310.pdf
Description
Title
Instrumentation
,
monitoring
, and
testing
at the
CUY-90-15.24
Central
Viaduct
Project
Subject
624.2
;
TE716.O3
A37
no
.
2000-
,
009
;
TG300.L52
2000x
;
Bridges--Ohio--Cleveland--Design
and
construction--Safety
measures.
;
OTP
1.23/7:2000-009
Description
"
June
2000"--Technical
rept
.
documentation
page.
;
Includes
bibliographical
references
(p
.
IX-1-IX-2).
;
Final
report.
;
Prepared
in
cooperation
with the
U.S
.
Dept
. of
Transportation
,
Federal
Highway
Administration
and
sponsored
by the
Ohio
Dept
. of
Transportation
under
state
job
no.
;
Harvested
from the
web
on
3/7/06
Creator
Liang
,
Robert
Y
.
Publisher
University
of
Akron
,
Dept
. of
Civil
Engineering
;
Available
through
the
National
Technical
Information
Service
Contributors
University
of
Akron
.
Dept
. of
Civil
Engineering.
;
Ohio
.
Dept
. of
Transportation.
;
United
States
.
Federal
Highway
Administration
.
Type
Text
Language
eng
Relation
Also
available
online
from the
Ohio
Dept.
of
Transportation's
Web
site
;
Adobe
Acrobat
Reader
required.
;
http://www.dot.state.oh.us/research/2000/Structures/14685-FR.pdf;
http://digitalarchive.oclc.org/request?id%3Doclcnum%3A45436838
Description-Abstract
Bridge
CUY-90-15.24
, the
Central
Viaduct
, also
known
as the
Inner
Belt
Bridge
,
is
part
of the
Interstate
Highway
System
in
Cleveland
,
Ohio
. The
structure
carries
up
to
eight
traffic
lanes
,
over
many
streets
, the
Cuyahoga
River
,
Conrail
tracks
, the
N-S
Trestle
,
Cleveland
Rapid
Transit
tracks
,
among
others
. The
roadway
carries
an
average
of
134,660
vehicles
per
day
.
About
nine
percent
of the
traffic
is
heavy
trucks
.
Since
1988
,
Richland
Engineering
Limited
has
inspected
the
bridge
annually
. In
addition
,
beginning
in
1991
,
detailed
substructure
stability
study
was
carried
out
. From these
studies
,
general
observations
revealed
that:
(a)
Pier
1
has
moved
about
0.6
to
0.8
feet
toward
the
river
, and
(b)
The
west
end
pier
has
moved
about
0.3
to
0.4
feet
toward
the
river
. As an
initial
step
to
stabilize
the
slopes
and
piers
, the
grading
and
drainage
improvements
were
completed
in
1995
. As a
permanent
stabilization
to the
upper
slope
, the
CUY-90-15.24
project
(PID
No
.
12374)
has been
approved
. The
stabilization
scheme
involved
the
use
of
drilled
shafts
,
rock
anchors
,
tiebacks
, and
driven
piles
.
Because
of
unique
features
(extremely
long
drilled
shafts
,
high
capacity
rock
anchors)
and the
uncertainties
of
design
assumptions
(mechanisms
of the
slope
stabilization)
,
engineers
have
put
into the
plans
a
special
item
for
instrumentation
,
testing
, and
long-term
monitoring
. The
University
of
Akron
was the
designated
research
team
to
carry
out
the
tasks
involved
in this
special
item
.
Date-Issued
2000]
Format-Extent
1
v
.
(various
pagings)
:
ill
.
(some
col.)
;
28
cm
.
Format-Medium
Government
Publication
PDI.Date
2000-06
PDI.Title
Instrumentation
,
monitoring
, and
testing
at the
CUY-90-15.24
Central
Viaduct
Project
/
OCLC number
45436838
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