Asphalt

Asphalt (known in the industry as Hot Mix Asphalt, or HMA), is a combination of aggregates (usually crushed stone and some sand), filler (cement, hydrated lime or stone dust) and a bituminous binder called "asphalt cement". Additives are sometimes used (e.g. rubber from old car tires) . Reclaimed "asphalt" from old roads, called RAP (recycled asphalt pavement), is also, increasingly, being used.

When hot, HMA is pliable and can be rolled flat to create a smooth, durable, water proof substrate.

Standards

Hot Mix Asphalts are defined by the gradation of the aggregate. This includes the maximum size of crushed stone present in the mix. Most asphalt specifications state what mix type to use for various projects and give the range of particle size that the aggregate gradation must fall within.

Asphalt mix types are referred to by the gradation limits. Each state, city or municipality has their own designation for asphalt mixes suitable for use in their jurisdiction. For example Florida DOT refers to S1 mixes while Texas DOT uses Type A, B C or D mixes.

To adopt a national standard for HMA all States are moving to the SuperPave method of describing asphalt mixes.

SuperPave

SuperPave is not a type of hot mix asphalt. SuperPave is a method of designing Hot Mix Asphalt. SuperPave stands for Superior Performing HMA Pavements.

Prior to SuperPave, there were two recognized methods of asphalt mix design, the Hveem and Marshall methods.

Both of these design methods are named after their inventors. Both methods describe a series of standardized tests and testing equipment that is to be used to determine the optimum aggregate and asphalt binder (liquid asphalt) blend needed for an asphalt mix to perform. The Marshal method of mix design is the most widely used.

There have been many minor changes to the types of asphalt mixes since the turn of the millenium. These changes were needed to ensure that the performance of HMA meets today's traffic counts and loads. All of these changes, described different mix criteria, aggregate types and sizes, and asphalt binder (liquid asphalt), but all these changes continued to use the outdated Marshall method of mix design.