Evaluation of durability tests for permeable friction course mixtures

International Journal of Pavement Engineering

Volumn 11, Issue 1, 2010, Pages 49-60

  Alvarez, Allex Eduardo ^a   Epps Martin, Amy ^a   Estakhri, Cindy ^b   Izzo, Richard ^c  

^a UNIVERSIDAD DEL MAGDALENA   (Colombia)

^b TEXAS A AND M UNIVERSITY SYSTEM   (United States)

^c Materials and Pavements Section   (United States)

Author keywords

Cantabro test; Durability; Mix design; Open graded friction course; Porous friction course

Indexed keywords

ASPHALT; ASPHALT PAVEMENTS; CURRICULA; FRICTION; MIXTURES; TESTING; TRIBOLOGY;

DRY AND WET CONDITIONS; HAMBURG WHEEL TRACKING TEST; LABORATORY PERFORMANCE EVALUATION; MIX DESIGNS; OPEN-GRADED FRICTION COURSE; PERMEABLE FRICTION COURSE; PERMEABLE FRICTION COURSE MIXTURES (PFC); POROUS FRICTION COURSE;

DURABILITY;

EID: 84969902575     PISSN: 10298436     EISSN: 1477268X     Source Type: Journal    
DOI: 10.1080/10298430902730539     Document Type: Article

References (21)

1. Alvarez, A.E., et al., 2006. Synthesis of current practice on the design, construction, and maintenance of porous friction courses. Report No. FHWA/TX-06/0-5262-1. Texas Transportation Institute, Texas A&M University, College Station, TX. Available from: http://tti.tamu.edu/documents/0-5262-1.pdf
2. Alvarez, A.E., et al., 2008. Evaluation and recommended improvements for mix design of permeable friction courses. Report No. FHWA/TX-08/0-5262-3. Texas Transportation Institute, Texas A&M University, College Station, TX.
3. Alvarez, A.E., et al., 2009. Determination of volumetric properties for permeable friction course mixtures. Journal of Testing and Evaluation, 37, 1-10.
4. Button, J.W., Fernando, E.G., and Middleton, D.R., 2004. Synthesis of pavement issues related to high-speed corridors. Report No. 0-4756-1. Texas Transportation Institute, Texas A&M University, College Station, TX.
5. Centro de Estudios y Experimentación de Obras Públicas (CEDEX), Spanish Standard NLT-352/86, Spain.
6. Centro de Estudios y Experimentación de Obras Públicas (CEDEX), Spanish Standard NLT-362/92, Spain.
7. Estakhri, C., Rebala, S., and Little, D., 1993. Laboratory evaluation of crumb-rubber modified (CRM) binders and mixtures. Report No FHWA/TX-94/1332-1. Texas Transportation Institute, Texas A&M University, College Station, TX.
8. Glover, C., et al., 2005. Development of a new method for assessing asphalt binder durability with field validation. Report No FHWA/TX-05/1872-2. Texas A&M University, College Station, TX.
9. Huber, G., 2000. Performance survey on open-graded friction course mixes. Synthesis of highway practice 284. Washington, DC: Transportation Research Board, National Research Council.
10. Kandhal, P., 2002. Design, construction, and maintenance of open-graded asphalt friction courses. Information series 115. Lanham, MD: National Asphalt Pavement Association.
11. Kearfott, P., Barrett, M., and Malina, J.F. Jr., 2005. Stormwater Quality Documentation of Roadside Shoulders Borrow Ditches. CRWR Online Report 05-102, Center for Research in Water Resources, The University of Texas at Austin. Available from: *http://www.crwr.utexas.edu/online.shtml
12. Molenaar, A.A.A., et al., 2006. Performance of porous asphalt concrete. In: Annual meeting and technical sessions, association of asphalt paving technologist [CD-ROM], 1-42.
13. Nielsen, C.B., 2006. Durability of porous asphalt-international experience. Technical Note 41. Denmark: Danish Road Institute (DRI).
14. Ruiz, A.R., et al., 1990. Porous asphalt mixtures in Spain. Transportation Research Record: Journal of the Transportation Research Board, 1265, 87-94.
15. Texas Department of Transportation, 2004. Standard specifications for construction and maintenance of highways, streets, and bridges adopted by the Texas Department of Transportation, Austin, TX.
16. Texas Department of Transportation, 2005. 200-F bituminous test procedures manual, Austin, TX.
17. Texas Department of Transportation, 2006. Technical advisory. Hamburg wheel test, Austin, TX.
18. Watson, D.E., et al., 2003. Refinement of new-generation opengraded friction course mix design. Transportation Research Record: Journal of the Transportation Research Board, 1832, 78-85.
19. Watson, D.E., et al., 2004. Laboratory performance testing of open-graded friction course mixtures. Transportation Research Record: Journal of the Transportation Research Board, 1891, 40-47.
20. Zhou, F., Hu, S., and Scullion, T., 2006. Integrated asphalt (Overlay) mixture design, balancing rutting and cracking requirements. Report No. FHWA/TX-06/0-5123-1. Texas
21. Transportation Institute, Texas A&M University, College Station, TX.