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Monitoring and modeling of pavement response and performance. Task A, Ohio : final report
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Monitoring and modeling of pavement response and performance. Task A, Ohio : final report
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Monitoring and modeling of pavement response and performance. Task A, Ohio : final report
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Description
Title
Monitoring
and
modeling
of
pavement
response
and
performance
.
Task
A,
Ohio
:
final
report
Subject
TE251.S27
2010
;
Pavements--Performance--Ohio.
;
Pavements--Ohio--Testing.
;
OTP
1.23/7:2010-03
A
Description
"
Prepared
in
cooperation
with the
Ohio
Department
of
Transportation
and the
U.S
.
Department
of
Transportation
,
Federal
Highway
Administration.
"; "
June
2010.
";
Includes
bibliographical
references
(p
.
118).
;
Technical
report.
;
Sponsored
by the
Ohio
Department
of
Transportation
,
Innovation
,
Research
and
Implementation
Section;
;
Harvested
from the
web
on
9/20/10
Creator
Sargand
,
S
.
M
.
(Shad
M.)
Publisher
Ohio
Research
Institute
for
Transportation
and the
Environment
,
Russ
College
of
Engineering
and
Technology
,
Ohio
University
;
Available
through
the
National
Technical
Information
Service
Contributors
Figueroa
,
J
.
Ludwig
(Jose?
?
Ludwig)
;
Ohio
Research
Institute
for
Transportation
and the
Environment.
;
United
States
.
Federal
Highway
Administration.
;
Ohio
.
Dept
. of
Transportation
.
Research
and
Implementation
Section
.
Type
Text
Language
eng
Relation
Also
available
online
from the
Ohio
Dept.
of
Transportation's
Web
site
;
Adobe
Reader
required.
;
http://www.dot.state.oh.us/Divisions/TransSysDev/Research/reportsandplans/Reports/2010/Pavement/134287_FR.pdf;
http://worldcat.org/oclc/664559757/viewonline
Description-Abstract
Over
the
years
, the
Ohio
Department
of
Transportation
has
constructed
several
pavements
with a
range
of
designs
and
materials
to
study
and
improve
overall
statewide
performance
. These
pavements
require
constant
monitoring
to
determine
how they
perform
over
time
and what
mechanisms
are at
work
to
cause
distress
.
One
major
effort
was the
DEL-23
Test
Road
where
40
AC
and
PCC
test
sections
in the
SPS-1
,
SPS-2
,
SPS-8
and
SPS-9
experiments
were
constructed
for
SHRP
.
While
many
sections
have been
replaced
,
many
other
sections
remain
in
service
. These
remaining
sections
and
seven
PCC
replacement
sections
need
to be
evaluated
periodically
.
Perpetual
AC
pavement
and
long
lasting
PCC
pavements
were
constructed
on
US-30
in
Wayne
County
to
compare
the
performance
of these
new
designs
and to
reduce
maintenance
and the
associated
traffic
delays
.
ATH-33
was a
rigid
pavement
constructed
in
Nelsonville
using
blast
furnace
slag
and
fly
ash
as a
partial
replacement
for
cement
.
Sections
with these
materials
were also
cured
with
membrane
and
wet
burlap
to
observe
any
differences
in
performance
.
ATH-50
was a
rigid
pavement
with
ground
granulated
blast
furnace
slag
added
to the
concrete
. A
few
stainless
steel
tube
dowel
bars
filled
with
concrete
and a
few
fiberglass
dowel
bars
were
installed
and
compared
with
standard
epoxy
coated
steel
dowel
bars
.
LOG-33
was an
AC
pavement
containing
six
different
bases
to
determine
their
effect
on
performance
.
MEG-33
was a
PCC
pavement
constructed
partially
on a
clay
subgrade
and
partially
on a
sandy
subgrade
.
Some
of the
joints
in
both
sections
were
sealed
and
some
were
unsealed
to
set
up
a
test
matrix
of
joint
sealing
and
subgrade
type
.
Various
testing
was
performed
at these
sites
, but the
most
common
types
of
testing
were
FWD
and
controlled
vehicle
testing
with
loaded
dump
trucks
to
measure
responses
to
dynamic
loading
.
Date-Issued
[2010]
Format-Extent
xiv
,
158
p
. :
ill
.
(some
col.)
;
28
cm
.
Format-Medium
Government
Publication
OCLC number
664559757
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