MatCon is manufactured
in a conventional drum mix or batch asphalt plant that has controls
necessary to produce high quality state or federal specification hot
mix asphalt pavement material. The hot MatCon binder is delivered in
asphalt tanker trucks to the hot liquid storage tanks at the asphalt
plant. In most cases the aggregates used in the production of MatCon
will be similar to those used in high quality asphalt pavements.
Once the aggregates
and the MatCon binder have been heated and mixed, the mixture will be
deposited into conventional dump trucks. The MatCon will be hauled to
the job site and dumped into a standard asphalt paver, which will lay
the material on the prepared surface.
Rolling will begin
immediately with a vibratory or rubber tired roller and continue until
the desired density is achieved. If open graded MatCon is being placed,
the compaction will be limited to two non-vibratory passes with a steel
roller.
MatCon dense or
open graded layers are normally placed four (4) inches deep. This four-inch
layer can typically be installed at the rate of one (1), to one and
one half (1.5) acres per day.
The construction
of dense graded MatCon requires the elimination of nearly all-cold joints.
This is accomplished by keeping the paving panels short enough, that
when the paver is set back to start another panel, the joint being placed
against is still hot and not yet compacted. Once placement has started
of the adjacent panel, then the hot joint between the two panels can
be compacted, resulting in a seamless connection. When a prolonged break
is anticipated, such as the end of a work shift, the Cold Joint Panel
will have the following configuration, (See figure 1). The inside of
the panel which is adjacent to the previously laid hot panel will be
the same thickness, four (4) inches compacted, however the outer edge
of this last panel will be two (2) inches thick after compaction. Prior
to placing the Overlay Panel a tack coat shall be applied at the rate
of 0.05 gallons per square yard. The Overlay Panel will be laid one
(1) foot wider than the Cold Joint Panel.
