Skip to main content
Intended for healthcare professionals
Restricted access
Research article
First published online April 28, 2019

Evaluation and Implementation of PG 76-22 Asphalt Rubber Binder in Florida

Abstract

The Florida Department of Transportation (DOT) has had a long history of recycling ground tire rubber (GTR) from waste tires in highway projects. The Florida DOT first experimented with asphalt rubber binder (ARB) more than 35 years ago. In 1988, the Florida legislature mandated the investigation of using recyclable materials such as GTR in roadway construction. For more than 25 years, the Florida DOT has effectively satisfied the intent of the legislature. However, the ARB has often been associated with unpredictable performance and handling issues, such as the separation of the GTR from the binder. These performance and handling issues have resulted in higher construction costs and have made ARB less appealing because a more reliable alternative, PG 76-22 polymer modified asphalt (PMA), is available. As a result, a task team of the Florida DOT and industry members was formed with the goal of finding a way to make ARB handle and perform similarly to PG 76-22 (PMA), Florida's gold standard binder. This paper documents an accelerated pavement testing (APT) study to compare hot-mix asphalt mixtures constructed with PG 76-22 (PMA) and PG 76-22 (ARB). This APT study represents the final stage of the implementation of a new PG 76-22 (ARB) specification.

Get full access to this article

View all access and purchase options for this article.

References

1. United States Environmental Protection Agency. Ground Rubber Applications. Asphalt Rubber. www.epa.gov/epawaste/conserve/materials/tires/ground.htm. Accessed June 16, 2014.
2. Stroup-Gardiner M., and Wattenberg-Komas T. NCHRP Synthesis 435: Recycled Materials and Byproducts in Highway Applications Volume 7: Scrap Tire Byproducts. Transportation Research Board of the National Academies, Washington, D.C., 2013.
3. Amirkhanian S. N. Utilization of Crumb Rubber in Asphaltic Concrete Mixtures—South Carolina's Experience. Final Report of South Carolina Department of Transportation. Clemson University, Clemson, S.C., 2001.
4. Hicks G., Cheng D., Duffy T., and Teesdale T. Evaluation of Rubberized Asphalt Blends and a Preliminary Study on Warm Mix Technologies with Asphalt Rubber. California Technical Report 2010-104. Pavement Preservation Center, Chico, Calif., 2010.
5. Hicks G., Cheng D., and Duffy T. Evaluation of Terminal Blend Rubberized Asphalt in Paving Applications. Technical Report 2010-102. California Pavement Preservation Center, Chico, Calif., 2010.
6. Gibson N., Qi X., Shenoy A., Al-Khateeb G., Kutay M., Adriescu A., Stuart K., Youtcheff J., and Harman T. Performance Testing for Superpave and Structural Validation. FHWA, McLean, Va., 2012.
7. Willis J. R., Rosenmayer T., and Carlson D. Effect of Ground Tire Rubber on Open-Graded Mixture Performance. Presented at 93rd Annual Meeting of the Transportation Research Board, Washington, D.C., 2014.
8. Murphy K. H., and Potts C. F. Evaluation of Asphalt-Rubber as a Stress Absorbing Interlayer and a Binder for Seal Coat Construction (SR-60, Hillsborough County). Demonstration Project No. 37, Discarded Tires in Highway Construction. FHWA-DP-37-14. FHWA, Arlington, Va., 1980.
9. Roberts F., Kandhal P., Brown R., and Dunning R. Investigation and Evaluation of Ground Tire Rubber in Hot Mix Asphalt. National Center for Asphalt Technology, Auburn, Ala., 1989.
10. Ruth B. E. Evaluation of Ground Tire Rubber in Asphalt Concrete. Final Report of Florida Department of Transportation, Project 4910450426912. University of Florida, Gainesville, 1992.
11. Page G. C., Ruth B. E., and West R. C. Florida's Approach Using Ground Tire Rubber in Asphalt Concrete Mixtures. In Transportation Research Record 1339, TRB, National Research Council, Washington, D.C., 1992, pp. 16–22.
12. Choubane B., Sholar G. A., Musselman J. A., and Page G. C. Ten-Year Performance Evaluation of Asphalt-Rubber Surface Mixes. In Transportation Research Record: Journal of the Transportation Research Board, No. 1681, TRB, National Research Council, Washington, D.C., 1999, pp. 10–18.
13. Roque R., Lopp G., Li W., and Niu T. Evaluation of Hybrid Binder Use in Surface Mixtures in Florida. Final Report of Florida Department of Transportation. Florida DOT Contract No. BD545, RPWO #68. University of Florida Project No. 0051518. University of Florida, Gainesville, 2009.
14. National Center for Asphalt Technology. www.pavetrack.com/performance.htm. Accessed July 28, 2014.
15. Byron T., Choubane B., and Tia M. Assessing Appropriate Loading Configuration in Accelerated Pavement Testing. Proc., 2nd International Conference on Accelerated Pavement Testing, Minneapolis, Minn., 2004.
16. Chun S., Zou J., Roque R., and Lopp G. Predictive Relationships for HMA Fracture Properties Based on Mixture Component Characteristics. Journal of Road Materials and Pavement Design, Vol. 13, 2012, pp. 140–160.
17. Roque R., Birgisson B., Drakos C., and Dietrich B. Development and Field Evaluation of Energy-Based Criteria for Top-Down Cracking Performance of Hot-Mix Asphalt. Journal of the Association of Asphalt Paving Technologists, Vol. 73, 2004, pp. 229–260.

Cite article

Cite article

Cite article

OR

Download to reference manager

If you have citation software installed, you can download article citation data to the citation manager of your choice

Share options

Share

Share this article

Share with email
EMAIL ARTICLE LINK
Share on social media

Share access to this article

Sharing links are not relevant where the article is open access and not available if you do not have a subscription.

For more information view the Sage Journals article sharing page.

Information, rights and permissions

Information

Published In

Article first published online: April 28, 2019
Issue published: January 2015

Rights and permissions

© 2015 National Academy of Sciences.
Request permissions for this article.

Authors

Affiliations

James Greene
Department of Transportation, State Materials Office, 5007 Northeast 39th Avenue, Gainesville, FL 32609.
Sanghyun Chun
University of Florida and Florida Department of Transportation, State Materials Office, 5007 Northeast 39th Avenue, Gainesville, FL 32609.
Tanya Nash
Department of Transportation, State Materials Office, 5007 Northeast 39th Avenue, Gainesville, FL 32609.
Bouzid Choubane
Department of Transportation, State Materials Office, 5007 Northeast 39th Avenue, Gainesville, FL 32609.

Notes

Metrics and citations

Metrics

Journals metrics

This article was published in Transportation Research Record: Journal of the Transportation Research Board.

VIEW ALL JOURNAL METRICS

Article usage*

Total views and downloads: 68

*Article usage tracking started in December 2016


Altmetric

See the impact this article is making through the number of times it’s been read, and the Altmetric Score.
Learn more about the Altmetric Scores



Articles citing this one

Receive email alerts when this article is cited

Web of Science: 0

Crossref: 14

  1. Rutting Performance Evaluation of BMD Surface Mixtures with Convention...
    Go to citation Crossref Google Scholar
  2. Validation Technique for Heavy Vehicle Simulator Rut Measurement with ...
    Go to citation Crossref Google Scholar
  3. First-Year Field Performance of Epoxy-Modified Asphalt
    Go to citation Crossref Google Scholar
  4. Accelerated evaluation of membranes for pavement structures on orthotr...
    Go to citation Crossref Google Scholar
  5. Development of terminal blend rubber and SBS modified asphalt: A case ...
    Go to citation Crossref Google Scholar
  6. Fatigue and Fracture Properties of Asphalt Mixes Containing Low Conten...
    Go to citation Crossref Google Scholar
  7. Study on Preparation Method of Terminal Blend Rubberized Asphalt Binde...
    Go to citation Crossref Google Scholar
  8. Investigation of modified bitumen binders via Fourier-transform infrar...
    Go to citation Crossref Google Scholar
  9. Evaluation of Terminal Blend GTR Mixes with RAP
    Go to citation Crossref Google Scholar
  10. Investigating the suitability of used heavy, medium, and light automob...
    Go to citation Crossref Google Scholar
  11. COMPOSITE MODIFICATOR OF ASPHALT-CONCRETE OBTAINED BY THE METHOD OF HI...
    Go to citation Crossref Google Scholar
  12. Rheological characterisation of terminal blend rubberised asphalt bind...
    Go to citation Crossref Google Scholar
  13. Strategies to reduce flexible pavement cracking in Florida
    Go to citation Crossref Google Scholar
  14. Effect of nano silica and pretreated rubber on the properties of termi...
    Go to citation Crossref Google Scholar

Figures and tables

Figures & Media

Tables

View Options

Get access

Access options

If you have access to journal content via a personal subscription, university, library, employer or society, select from the options below:


Alternatively, view purchase options below:

Purchase 24 hour online access to view and download content.

Access journal content via a DeepDyve subscription or find out more about this option.

View options

PDF/ePub

View PDF/ePub