Segregation of asphalt pavements
Asphalt mixes are segregated as a result of the separation of coarse and fine aggregate particles. Mix segregation may occur in several places during the mix production, hauling, and placing operations. Segregation can occur while the mix is being delivered from the asphalt batch plant to the surge silo. This may occur when the mix is deposited into the haul truck from the silo at the asphalt batch plant. This can also happen when the truck discharges the mix into the paver hopper. Segregation can appear in both hot mix and warm mix asphalt. There are three types of segregation in asphalt depending on the location at which they appear.
· Random segregation pockets
· Side-to-side or longitudinal area along with the paver
· Dispatch point of a truckload mix.
Each type of segregation stems from a different type of issue. However, each type of segregation differs in how it affects the long-term durability of the asphalt pavement structure.
What does asphalt segregation look like?
Surfaces of pavement that are segregated have a rougher texture than their surrounding areas. Furthermore, the density of the hot mix asphalt in segregated areas is much lower than the density in nonsegregated areas.
Under traffic, ravelling f the pavement typically occurs in segregated areas. The revelled areas may increase both in size and depth as more time passes and more traffic is loaded on the road, resulting in potholes in the pavement surface. It is possible for ravelling to progress through the pavement layer completely with more time and traffic.
What can be done at the asphalt plant to limit it?
Loading the truck correctly is essential to fully eliminate truckload segregation at the asphalt batch plant. A normal triaxle or tandem truck would have to load three drops of the asphalt mix instead of one large drop. The first drop occurs as far forward as reasonably possible near the front bulkhead of the truck bed. As a result of this process, the coarse aggregate particles cannot travel much to the front of the truck bed, reducing the amount of segregation during the loading process.
A truck driver must then drive the truck forward to load the second drop in the truck bed next to the tailgate. Through this process, the particles of coarse aggregate can travel a shorter distance to the tailgate. Afterwards, the truck driver will need to move the truck backwards so that the third drop of the mix can be placed between the first and second drops of mix in the truck bed.
What can be done at the road site to limit it?
A mass of mix flows from the bed of the truck into the paver hopper when the tailgate is opened. In the truck bed, the mix continues to move in a mass as the truck bed is raised. When the truck bed is loaded correctly, the largest aggregate particles in the mix won't separate from the rest of it.
Preventing segregation at the paver
It is recommended that the paver hopper remains half full between truckloads. When the haul truck bed of the asphalt paver is empty, the amount of mix in the paver hopper should be above the bottom of the flow gates or the opening for the slat conveyors.
The segregated mix on the tailgate of the haul truck will likely mix with the asphalt mix already in the paver if it is half full. With more mix in the hopper, there is a greater chance of losing a majority of the segregated material within the mix.











