Is this a means and methodology question or a performance spec? I agree on potential use of an asphalt reclaimer, Bomag used to market theirs as a 'tiller, but I've typically only seen that on soils where we added lime to reduce the moisture & up strength. Wetting and disking is usually all we had to do to get moistures up (that or wait for the first rain). Why can't the contractor place the material in lifts and temper the soil into spec insitu? Nuclear density test, speedy moistures, ... would all give you testing feedback required.