Rock Binder'sExtender and Replacement of Asphalt Binders |
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Rock Binders has engineered solid but meltable binders that
incorporate some of best properties from the traditional binders in the world today. The
traditional binders modeled include Trinidad Lake Asphalt, Sulfur Extended Asphalt,
Polymer Modified Asphalt and Neat Asphalt Binders.
Traditional Asphalts are the primary paving binder used around the world today, but they vary widely in quality, price and performance. Engineers have tried for years to identify and improve the appropriate performance qualities of binders with limited success. Rock Binders has developed a binder that incorporates:
SEA Modifier Pellets are manufactured and delivered to the hot plant in pellet form. A typical hot mix application would introduce and incorporate the binder pellets through the drum RAP collar on a newer plant or into the pug mill on a batch plant. Generally a 1.5 SEA to 1 part AC oil substitution is used from 30% up to 50%. In other words about half the asphalt can be extended to do twice the "binding" work! Stronger and less expensive is a good combination. ARP Paving Pellets are also in pellet form and used for eliminating the need for hot asphalt, including the storage and heating problems. It also eliminates the emission issue associated with hot asphalt storage. It provides for safer transportation of the binder because of its solid nature, eliminating the risk of hot asphalt spills. It has unlimited shelf life because of its solid nature and lack of a need for storage heating. It is a perfect choice for remote sites or economically prohibitive areas where it is difficult and costly to transport liquid asphalt. It can be shipped conventionally by rail, truck, ship or air anywhere in the world. The use of SEA and ARP reduce the need for stability testing during the mix design process, because this binder produces a mix with stabilities higher than can be measured with today's conventional testing equipment! Also, because of the ongoing compatibility of the components, the stabilities continue to increase over time without losing hot or cold temperature properties. Since stability is not a design characteristic that can be conveniently measured, the mix is typically designed for voids and workability, using a conventional Marshall, Vheem, or Superpave design as a starting point. Mixes utilizing SEA type formulations have been successfully used by Canada, United States,by the F.H.W.A., several State DOTs, and the US Department of Interior with positive results over twenty years. (Western Research Institute, Phase II - Final Report of August 1997 FHWA Contract DTFH61-92-C-00170 & FHWA-RD-90-110). |