Superpave System

The Need
The Superpave is the acronym for 'SUperior PERforming Asphalt PAVEments' system. It was developed by Strategic Highway Research Program (SHRP) to give highway engineers and contractors the tools they need to design asphalt pavements that will perform better under extremes of temperature and heavy traffic loads. Using the Superpave system, materials and mixes can be designed to reliably perform under any conditions of load and environment. The Superpave system was developed under three

1) to investigate why some pavements perform well, while others do not, 2) to develop tests and specifications for materials that will outperform and outlast the pavements being  constructed today, and 3) to work with highway agencies and industry to have the new specifications put to use. Asphalt Pavements account for more than 90 percent of all paved highways in the United States, and annual expenditures for asphalt pavements top $10 billion. If asphalt pavements can be designed to last longer, we stand to reap substantial benefits objectives:

The Benefits
The Superpave system selects materials and designs the mixture to minimize permanent deformation, fatigue cracking, and low temperature cracking in the Hot Asphalt Mixtures (HMA). Implementation of the Superpave technology offers significant potential for mitigating pavement performance problems such as extreme temperatures, environmental conditions, traffic impacts of transit operations, and frequent stopping and turning maneuvers. The potential cost savings, improvement in service levels and the extension of pavement service life is great. Superpave improves the correlation between material properties and pavement performance. And the Superpave binder grading system is a useful tool for predicting the performance of flexible pavements. The system evaluates the binders' abilities in resisting rutting, fatigue and low temperature cracking based on their theological properties at the anticipated pavement temperatures.

Status
The SHRP introduced the Superpave system in 1992. The Federal Highway Administration (FHWA) assumed responsibility for further development and validation of the Superpave specifications and test procedures, and initiated a national program to encourage the adoption of the Superpave system. Most highway agencies have indicated that they intend to implement the Superpave asphalt binder specification in 1997. The final developments of the binder specification and equipment specifications are still underway. This development work should not impede the implementation process. As the Superpave specification is evaluated minor changes and refinements will be made to correct errors and omissions. This will be a continuing process. The Superpave system offers a major improvement in asphalt materials evaluation and mix design. Superpave binder and mixture specifications are currently being reviewed for their applicability to modified asphalt binders and for especial asphalt mixtures such as asphalt recycled materials.

Barriers
The Superpave technologies is under development by many research organizations such as regional superpave centers, FHWA, Asphalt Institute, NCAT, NAPA. As Superpave technology is based on the more restricted properties and specification of aggregate and binder than traditional methods, it needs to be implemented by more exact procedure, QA/QC for keeping quality and training for Superpave system users. Accordingly, cost is relatively expensive than traditional one.

Points of Contact

1. Dr. Hamid R. Soleymani, North Central Superpave Center,
   1205 Montgomery Street, P. O. Box 2382,
   West Lafayette, Indiana 47906,
   Phone: (765) 463-2317,
   fax: (765) 497-2402,
   E-mail : soleyman@ecn.purdue.edu
2. Dr. Solaimanian, Project Manager,
   South Central Superpave Center 2311 West Rundberg Lane,
   Suite #100 Austin, Texas 78758,
   Phone: 512-232-1903,
   fax: 512-232-1939.
   E-mail : mansour.sol@mail.utexas.edu

References

1. North Central Superpave Center, http://ce.www.ecn.purdue.edu/~spave
2. South Central Superpave Center, http://www.utexas.edu/research/superpave/index.phpl
3. U.S. Dept. of Transportation / Federal Highway Administration, SHRP Information Clearinghouse
4. Asphalt Institute, Superpave Information,1998, http://www.asphaltinstitute.org/airesear/contsp.htm
5. Jones, Stephen D. Mahboub, Kamyar C. Anderson, R Michael. Bahia, Hussain U, Applicability of superpave to modified asphalts: a mixture study, Transportation Research Record. n 1630 Sep 1998. p 42-50.
6. Sebaaly, Peter E. Suthahar, Nadarajah. Hand, Adam. Epps, Jon, Correlation between materials properties and pavement performance : Transport Proceedings - Conference of the Australian Road Research Board 1998. ARRB Transport Research Ltd, Vermont, Australia.. p 231-248.
7. Sherwood, James A. Thomas, Nathaniel L. Qi, Xicheng., Correlation of superpave G*/sin delta with rutting test results from accelerated loading facility - Transportation Research Record, n 1630 Sep 1998. p 53-61, Turner-Fairbank Highway Research Cent, McLean, VA, USA
8. Buttlar, William G. Roque, Reynaldo. Reid, Brian, Automated procedure for generation of creep compliance master curve for asphalt mixtures, Transportation Research Record. n 1630 Sep 1998. p 28-36., Univ of Illinois at Urbana-Champaign, Urbana, IL, USA