摘要: |
Massachusetts Department of Transportation (MassDOT) and municipalities within Massachusetts are
interested in utilizing new technologies that enhance
the resiliency of their pavements because increased
resiliency extends the service life of the road network.
One method to enhance road resiliency is to use high
performance asphalt overlays (HPOL) as a pavement
preservation/rehabilitation strategy. Mixtures used in
HPOL are generally required to meet enhanced
performance characteristics compared to traditional
dense graded hot mix asphalt (HMA).
To allow for innovation and healthy competition,
MassDOT has been exploring the possibility of
allowing contractors to choose between placing
HPOLs either as an Asphalt Rubber Gap Graded
(ARGG) mixture, a Superpave High Performance (HP)
surface course mixture, or a stone matrix asphalt
(SMA) mixture.
The main interest of MassDOT is to determine if using
a HP or a SMA mixture will provide the same (or
better) performance and life cycle costs/benefits as
compared to the ARGG mixtures in which it has more
experience. MassDOT also wishes to evaluate and
modify its existing ARGG and HP specifications, when
utilized for designing HPOL mixtures. Overall, this
study will allow MassDOT to optimize the use of HPOL
mixtures and improve road resiliency. |