Implementing the Superpave 5 Asphalt Mixture Design Method in Indiana

US Transportation Collectionhttps://doi.org/10.5703/12882843171272020PDFTech ReportHaddock, John E.Rahbar-Rastegar, ReyhanehPouranian, M RezaMontoya, MiguelPatel, HarshPurdue University. Joint Transportation Research ProgramIndiana. Dept. of TransportationUnited States. Department of Transportation. Federal Highway AdministrationPurdue University. Joint Transportation Research ProgramIndianaUnited StatesAir voidsAsphalt mixturesDensityField studiesMix designQuality assuranceQuality controlSuperpaveAsphalt mixture designAsphalt pavement densityFHWA/IN/JTRP-2020/12SPR-4211Final ReportRecent research developments have indicated that asphalt mixture durability and pavement life can be increased by modifying the Superpave asphalt mixture design method to achieve an in-place density of 95%, approximately 2% higher than the density requirements of conventionally designed Superpave mixtures. Doing so requires increasing the design air voids content to 5% and making changes to the mixture aggregate gradation so that effective binder content is not lowered. After successful laboratory testing of this modified mixture design method, known as Superpave 5, two controlled field trials and one full scale demonstration project, the Indiana Department of Transportation (INDOT) let 12 trial projects across the six INDOT districts based on the design method. The Purdue University research team was tasked with observing the implementation of the Superpave 5 mixture design method, documenting the construction and completing an in-depth analysis of the quality control and quality assurance (QC/QA) data obtained from the projects. QC and QA data for each construction project were examined using various statistical metrics to determine construction performance with respect to INDOT Superpave 5 specifications. The data indicate that, on average, the contractors achieved 5% laboratory air voids, which coincides with the Superpave 5 recommendation of 5%. However, on average, the as-constructed mat density of 93.8% is roughly 1% less than the INDOT Superpave 5 specification. It is recommended that INDOT monitor performance of the Superpave 5 mixtures and implement some type of additional training for contractor personnel, in order to help them increase their understanding of Superpave 5 concepts and how best to implement the design method in their operation.120