Superpave for low volume roads and base mixtures
Document Type
Conference Proceeding
Publication Date
12-1-2002
Abstract
Superpave for low volume roads and base mixtures were discussed. Rut testing was used on the SM-1 and BM-2 mixtures using the asphalt pavement analyzer. Results showed that superpave criteria for SM-1 mixtures were generally acceptable and for BM-2 mixtures it was on the maximum density line for a superpave 25.0 mm.
Publication Source (Journal or Book title)
Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions
First Page
417
Last Page
443
Recommended Citation
Prowell, B., Haddock, J., Winford, J., Mohammad, L., Fee, F., Heitzman, M., Dunning, M., Stonex, A., Nady, R., Smith, J., & Shuler, S. (2002). Superpave for low volume roads and base mixtures. Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions, 71, 417-443. Retrieved from https://repository.lsu.edu/civil_engineering_pubs/955