The bitter cold of northern winters is a major cause of cracking
in asphalt roadways, leading transportation agencies across the
northern U.S. and Canada to spend millions of dollars annually to
repair or replace pavements as they deteriorate. But while the effects
of low-temperature cracking are obvious, the details of how asphalt
pavements respond to low temperatures have proven difficult to model
accurately.
At the University of Minnesota's Department
of Civil Engineering,
assistant professor Mihai Marasteanu and professor Vaughan
Voller are among the authors of a new report that details their group's
recent work on low-temperature cracking. Their work will serve as
a foundation for further work at the University's newly established
Pavement Research Institute (PRI), directed by pavement specialist
Erland Lukanen, P.E.
Current specifications for asphalt pavement materials are based
on strength and creep tests performed on asphalt binders and mixtures
at low temperatures. In response to the limitations of these tests,
many researchers have begun to search for better ways of modeling
pavement characteristics. More accurate low-temperature cracking
models would aid pavement engineers in developing new materials
to resist low temperature cracking, and help transportation agencies
choose the most appropriate construction methods for new roads.
In response to demand for better pavement specifications, the
American
Association of State Highway and Transportation Officials (AASHTO) used a thermal cracking (TC) pavement model in the development
of their latest Design Guide. Many transportation agencies rely
on the Design Guide and the specifications it contains when planning
road construction.
Marasteanu, a CTS Faculty Scholar, and his group evaluated the
ability of AASHTO's TC model to predict pavement cracking by comparing
its results to real-world observations made at the Mn/ROAD pavement
testing facility. This facility, which incorporates a segment of
interstate highway as well as a specially constructed test track,
is used by the Minnesota Department of Transportation (Mn/DOT) and
university researchers to evaluate the performance of pavement materials
and construction techniques under real-world conditions.
The researchers also compared the TC model to a new model developed
during the course of their research. They found that their new model
gave a reasonable prediction of crack spacing that was "not significantly
different" from their field observations. The TC model, in contrast,
did not predict any cracking.
The researchers also carried out additional experimental work
to measure the fracture properties of asphalt mixes used at Mn/ROAD.
The results clearly indicated that the fracture properties of asphalt
mixtures were temperature-dependent, and that the binder material
played a significant role in determining the overall mixture's fracture
properties.
Finally, the researchers developed an experimental "cohesive crack
model" to simulate the thermal cracking mechanism in asphalt, using
the results of their tests on Mn/ROAD asphalt mixes. While their
preliminary analysis indicates that the cohesive model has the potential
to simulate thermal cracking, the report authors caution that it
is not yet suitable for use in designing pavements. Additional experimental
work is required to determine temperature-specific values for model
parameters. Such a model, they conclude, is a first step toward
a truly comprehensive model that can predict the low-temperature
behavior of asphalt pavements.
That work, with the potential to improve the design of roadways
for all areas that experience extreme cold, will be the subject
of a national research effort now getting underway. The University
of Minnesota's Pavement Research Institute (PRI) will be among the
participants. PRI was recently established as a partnership between
the Center for Transportation
Studies, the Department of
Civil Engineering,
the Mn/DOT Office
of Materials and Road Research, and the Minnesota
Local Road Research Board. |