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Permeability and stability of base and subbase materials
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Permeability and stability of base and subbase materials
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1201.pdf
Description
Title
Permeability
and
stability
of
base
and
subbase
materials
Subject
625.7/3
;
TE716.O3
A37
no
.
2000-
017
TE250
;
Roads--Subgrades--Testing.
;
Roads--Subgrades--Research--Ohio.
;
Roads--Base
courses--Testing.
;
OTP
1.23/7:2000-017
Description
"
August
2000.
";
Includes
bibliographical
references.
;
Final
report.
;
Sponsored
by the
Ohio
Dept
. of
Transportation
in
cooperation
with the
Federal
Highway
Administration
under
state
job
no.
;
Harvested
from the
web
on
1/26/06
Creator
Randolph
,
Brian
W
.
(Brian
Walter)
,
1959-
Publisher
University
of
Toledo
,
Dept
. of
Civil
Engineering
;
Available
through
the
National
Technical
Information
Service
Contributors
Heydinger
,
Andrew
G.
;
Gupta
,
Jiwan
D
.
(Jiwan
Das)
;
University
of
Toledo
.
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
reqauired.
;
http://www.dot.state.oh.us/research/2000/Pavement/14512-FR.pdf;
http://www.dot.state.oh.us/research/2000/Pavement/14512-Appendices.pdf;
http://digitalarchive.oclc.org/request?id%3Doclcnum%3A46862969
Description-Table Of Contents
[v
.
1]
Final
report
--
[v
.
2]
Appendices
.
Description-Abstract
This
study
determined
the
hydraulic
conductivities
,
effective
porosities
and
resilient
moduli
of
several
current
and
proposed
drainable
base
materials
. The
materials
studied
were
AASHTO
No
.
57
,
AASHTO
No
.
67
,
ODOT
No
.
304
,
ODOT
No
.
310
,
Iowa
DOT
No
.
41-21
('IA
mix')
and the '
New
Jersey
mix
'
studied
by
Baumgartner
(1992)
. An in
situ
hydraulic
conductivity
test
was
developed
for
coarse
grained
materials
under
existing
pavements
. This
device
was
tested
on
test
sections
of
St
.
Rte
.
2
for
drainable
bases
composed
of
asphalt
and
Portland
cement
stabilized
AASHTO
No
.
57
,
ODOT
No
.
304
,
ODOT
No
.
310
,
Iowa
DOT
No
.
41-21
and the
New
Jersey
mix
. A
large
scale
,
horizontal
laboratory
permeameter
and
testing
procedur
; were
developed
to
simulate
in
situ
conditions
under
a
pavement
. This was
used
to
determine
the
range
of
hydraulic
conductivities
and
effective
porosities
of
several
drainable
bases
made
up
of
gravel
,
limestone
and
air
cooled
blast
furnace
slag
over
the
range
of
gradations
permitted
by their
specifications
. The
specifications
studied
were
AASHTO
No
.
57
,
AASHTO
No
.
67
,
ODOT
No
.
304
,
ODOT
No
.
310
,
Iowa
DOT
No
.
41-21
and the
New
Jersey
mix
.
AASHTO
No
.
57
and
AASHTO
No
.
67
were also
stabilized
with
asphalt
or
Portland
cement
and
tested
. The
resilient
moduli
of
both
stabilized
and
unstabilized
base
and
subbase
materials
as a
function
of
material
variation
were also
investigated
for this
study
,
Wide
variations
exist
in the
hydraulic
conductivities
and
effective
porosities
within
gradation
envelopes
.
All
of the
specifications
tested
can
provide
hydraulic
conductivities
in
excess
of
0.353
cm/s
(1000
ft./day)
in
some
portion
of their
gradation
envelope
. The
lower
limit
of the
gradation
envelope
(coarser)
should be
followed
for
ODOT
304
and
ODOT
310
.
Stabilization
reduces
the
hydraulic
conductivity
and
effective
porosity
. The
effective
porosities
suggest
that
most
freely
drained
bases
exist
in a
partially
saturated
state
.
Unstabilized
No
.
57
was
found
to have an
equal
or
higher
resilient
modulus
than the
dense
graded
bases
tested
(ODOT
304
,
310
and
IA
mix)
for these
moist
conditions
.
Gravel
generally
provided
the
highest
moduli
,
followed
by
limestone
and
air
cooled
blast
furnace
slag
.
Test
procedures
,
equipment
lists
,
data
table
worksheets
,
computer
codes
,
field
test
results
and
laboratory
test
results
are
reproduced
in
Appendices
A
through
Q
, in an
accompanying
volume
.
Date-Issued
2000]
Format-Extent
2
v
. :
ill
. ;
28
cm
.
Format-Medium
Government
Publication
PDI.Date
2000-08
PDI.Title
Permeability
and
stability
of
base
and
subbase
materials
.
Appendices
OCLC number
46862969
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