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Instrumentation of the WAY-30 test pavements
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Instrumentation of the WAY-30 test pavements
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Instrumentation of the WAY-30 test pavements
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Description
Title
Instrumentation
of the
WAY-30
test
pavements
Subject
Long-lived
Portland
Cement
Concrete
(PCC)
pavement
;
Asphalt
concrete
perpetual
pavement
;
Falling
weight
deflectometer
(FWD)
;
Dowel
bars
;
TE716.O3
A35
no
.
08-7
;
TE250.S274
2008x
;
Pavements--Ohio--Wooster--Testing.
;
Pavements--Ohio--Wayne
County--Testing.
;
OTP
1.23/7:2008-07
Description
"
June
2008.
";
Includes
bibliographical
references
(p
.
131-132).
;
Final
report.
;
Prepared
by
Ohio
Research
Institute
for
Transportation
and the
Environment
in
cooperation
with the
Ohio
Dept
. of
Transportation
,
Office
of
Research
and
Development
, and
U.S
.
Dept
. of
Transportation
,
Federal
Highway
Administration
under
state
job
no.
;
Harvested
from the
web
on
4/15/09
Creator
Sargand
,
S
.
M
.
(Shad
M.)
Publisher
Ohio
Research
Institute
for
Transportation
and the
Environment
;
Available
through
the
National
Technical
Information
Service
Contributors
Figueroa
,
J
.
Ludwig
(Jose
Ludwig)
;
Romanello
,
Michael.
;
Ohio
Research
Institute
for
Transportation
and the
Environment.
;
Ohio
.
Dept
. of
Transportation
.
Office
of
Research
and
Development.
;
United
States
.
Federal
Highway
Administration
.
Type
Text
Language
eng
Relation
Also
available
online
;
Adobe
Acrobat
Reader
required.
;
http://www.dot.state.oh.us/Divisions/Planing/Research/reportsandplans/Reports/2008/Pavement/Way30_FinalReport.pdf;
http://worldcat.org/oclc/235535542/viewonline
Description-Abstract
The US
Route
30
bypass
of
Wooster
,
Ohio
, in
Wayne
County
, "
WAY-30
", was
constructed
to
demonstrate
two
types
of
extended
service
pavements
, a
long-life
Portland
cement
concrete
(PCC)
pavement
on the
eastbound
lanes
and an
asphalt
concrete
(AC)
perpetual
pavement
on the
westbound
lanes
.
Both
pavements
are
designed
to
provide
50
years
or
more
of
service
with
minimal
maintenance
(e.g
.
resurfacing)
. The
PCC
pavement
structure
features
a
thick
and
extra-wide
slab
on an
asphalt
treated
base
,
while
the
AC
pavement
structure
features
a
Superpave
surface
and a
Fatigue
Resistant
Layer
(FRL)
.
Two
sections
in
each
direction
were
instrumented
with
pressure
cells
to
monitor
subgrade
pressures
and
deep
and
shallow
LVDTs
to
record
pavement
deflections
. The
AC
test
section
also had
transverse
and
longitudinal
strain
gages
. A
weather
station
was also
used
to
monitor
environmental
conditions
.
Nondestructive
testing
of the
subgrade
was
conducted
prior
to
pavement
placement
.
Pavement
materials
and
samples
were
tested
in the
laboratory
to
determine
material
parameters
.
Controlled
vehicle
load
and
falling
weight
deflectometer
tests
were
applied
to the
AC
pavement
shortly
after
the
road
opened
to
traffic
in
December
2005
and
again
under
hot
weather
conditions
in
July
2006
.
Similar
tests
on the
PCC
pavement
were
conducted
in
December
2005
and
August
2006
. The
response
on
both
types
of
pavement
met
their
respective
design
criteria
. A
verification
analysis
of the
AC
pavement
response
using
the
elastic
layer
system
(ELS)
simulation
using
material
properties
derived
from
laboratory
and
field
sample
data
yielded
unsatisfactory
matches
,
suggesting
that
some
refinement
of the
approach
is
needed
.
Date-Issued
2008
Format-Extent
xviii
,
251
p
. :
ill
.
(some
col.)
;
28
cm
.
Format-Medium
Government
Publication
OCLC number
235535542
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