After the binder course has been completed and thoroughly
cleaned of foreign material and a tack coat of asphalt emulsion applied to
the surface at the rate of 0.1 to 0.2 gallon per square yard, in the event
that the binder course has been subject to traffic for an extended period
of time, a final wearing course of fine asphaltic concrete shall be uniformly
spread by a self-propelled mechanical spreader equipped with tamping bars
and heating unit and in sufficient depth as to provide the required finished
compacted thickness after rolling thoroughly with a two- or three-wheel tandem
roller weighing approximately 10 tons.