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Forensic investigation of AC and PCC pavements with extended service life. Vol. 1
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Forensic investigation of AC and PCC pavements with extended service life. Vol. 1
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Forensic investigation of AC and PCC pavements with extended service life. Vol. 1
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Description
Title
Forensic
investigation
of
AC
and
PCC
pavements
with
extended
service
life
.
Vol
.
1
Subject
'
Rigid
Pavement
Performance
'; '
Flexible
Pavement
Performance
'; '
Predicted
Pavement
Service
Life
'; '
Forensic
Testing
'; '
Petrographic
Examination
';
TE250.F67
2010x
;
Pavements
,
Asphalt
concrete--Ohio--Testing.
;
Pavements
,
Concrete--Ohio--Testing.
;
Pavements--Performance--Ohio.
;
OTP
1.23/7:2010-04
Description
"
September
2010"--Cover
of
v
.
1-3.
; "
July
20
,
2010"--Vol
.
3.
; "
Report
FHWA/OH-2010/004A"--Cover
of
v
.
1
; "
Report
FHWA/OH-2010/004B"--Cover
of
v
.
2
; "
Report
FHWA/OH-2010/004C"--Cover
of
v
.
3.
;
Includes
bibliographical
references
(v
.
1
,
p
.
163-167).
;
Technical
report.
; For the
Ohio
Department
of
Transportation
Innovation
,
Research
, and
Implementation
Section
(v.1)
, the
ODOT
Office
of
Research
and
Development
(v
.
2
&
3)
, and the
United
States
Department
of
Transportation
Federal
Highway
Administration
;
State
Job
Number
1342810
;
Harvested
from the
web
on
12/3/10
Publisher
ORITE
;
Available
through
the
National
Technical
Information
Service
Contributors
Sargand
,
S
.
M
.
(Shad
M.)
;
Edwards
,
William
F.
;
Lankard
,
David
R.
;
Ohio
Research
Institute
for
Transportation
and the
Environment.
;
Ohio
.
Dept
. of
Transportation.
;
United
States
.
Federal
Highway
Administration
.
Type
Text
Source
http://www.dot.state.oh.us/Divisions/TransSysDev/Research/reportsandplans/Reports/2010/Pavement/134280_vol1_FR.pdf
Language
eng
Relation
Also
available
online.
;
Petrographic
examination
of
PCC
core
samples
at
Lankard
Materials
Laboratory.
;
Petrographic
examination
of
blast
furnace
slag
aggregate
concrete
cores
taken
from
PCC
pavements
in
Cuyahoga
County
,
Ohio.
;
http://www.dot.state.oh.us/Divisions/TransSysDev/Research/reportsandplans/Reports/2010/Pavement/134280_vol1_FR.pdf;
http://www.dot.state.oh.us/Divisions/TransSysDev/Research/reportsandplans/Reports/2010/Pavement/134280_vol2_FR.pdf;
http://www.dot.state.oh.us/Divisions/TransSysDev/Research/reportsandplans/Reports/2010/Pavement/134280_vol3_FR.pdf;
http://worldcat.org/oclc/689065942/viewonline
Description-Table Of Contents
v
.
1
.
Final
report
/
prepared
by
Shad
Sargand
,
William
Edwards
,
David
Lankard
--
v
.
2
.
Petrographic
examination
of
PCC
core
samples
at
Lankard
Materials
Laboratory
:
final
report
;
v
.
3
.
Petrographic
examination
of
blast
furnace
slag
aggregate
concrete
cores
taken
from
PCC
pavements
in
Cuyahoga
County
,
Ohio
/
prepared
by
David
Lankard
.
Description-Abstract
The
purpose
of this
research
was to
identify
flexible
and
rigid
pavements
in
Ohio
with
average
and
above
average
performance
, and
determine
the
reasons
for these
differences
in
performance
. The
identification
and
implementation
of
factors
linked
to
extended
service
life
will
improve
performance
statewide
.
FWD
and
ride
quality
profiles
were
measured
to
evaluate
project
uniformity
, and
material
samples
were
obtained
from a
selected
location
on
each
project
and
tested
in the
laboratory
to
determine
material
properties
.
Volume
1
of the
report
includes
: the
project
selection
process
,
FWD
and
ride
quality
data
,
laboratory
results
of
testing
on
base
,
subgrade
and
asphalt
concrete
pavement
samples
, and
projected
service
lives
using
FWD
data
and the
MEPDG
.
Volume
2
provides
results
of the
laboratory
tests
and
petrographic
examinations
of the
Portland
cement
concrete
cores
.
Volume
3
contains
petrographic
analysis
of
PCC
pavement
specimens
in
Cuyahoga
County
,
Ohio
containing
Blast
Furnace
Slag
Aggregate
.
Flexible
and
rigid
pavements
in
Ohio
having
no
structural
maintenance
show
an
average
condition
rating
of
68
after
20
and
30
years
of
service
,
respectively
. This
performance
,
coupled
with the
general
lack
of
structural
distress
observed
on
pavements
selected
for
study
indicates
pavement
design
procedures
used
in
Ohio
are
meeting
expectations
.
Practices
recommended
to
improve
pavement
performance
include
:
1)
constructing
stiffer
and
more
uniform
subgrades
to
provide
better
support
and
minimize
localized
failures
,
2)
reducing
amounts
of
Portland
cement
and
using
larger
aggregate
in
451
and
452
concrete
,
while
continuing
to
screen
aggregate
for
D-cracking
susceptibility
,
3)
increasing
emphasis
on
ensuring
that
dowel
bars
maintain
proper
alignment
during
PC
concrete
placement
, and
4)
continuing
the
use
of
performance
grading
,
smaller
aggregate
and
polymers
in
AC
mixes
on
heavily
traveled
pavements
.
Other
observations
regarding
data
used
to
reach
these
conclusions
include
:
keeping
the
PMIS
database
current
,
retaining
construction
records
for at
least
the
design
life
of the
pavements
,
being
aware
that the
effect
of
surface
cracks
on
flexible
pavement
performance
depends
upon
whether
the
cracks
are
top-down
or
bottom-up
, and
keeping
the
PMIS
and
straight-line
diagrams
consistent
in
identifying
project
limits
,
project
numbers
and
paving
materials
.
Date-Issued
[2010]
Format-Extent
3
v
. :
ill
.
(some
col.)
;
28
cm
.
Format-Medium
Government
publication
PDI.Title
Vol
.
1
OCLC number
689065942
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