[[1] “ADOT construction manual”, Arizona Department of Transportation, Intermodal Transportation Division, Arizona, 2005.]Search in Google Scholar
[[2] “The asphalt handbook” Asphalt Institute,, Manual Series nº 4 (MS-4), 1989 Edition, Kentucky, 1989.]Search in Google Scholar
[[3] ARTAMENDI I., KHALID H., “Different approaches to depict fatigue of bituminous materials”, The 15th European Conference of Fracture, Advanced Fracture Mechanics for Life and Safety Assessments Proceedings, Stockholm, Sweden, 2004.]Search in Google Scholar
[[4] “The use of recycled crumb rubber”, Austroads Pavement Research Group, APRG technical note 10, Australia, 1999.]Search in Google Scholar
[[5] BAKER, T. E., ALLEN, T.M., JENKINS, D.V., MOONEY, T., PIERCE, L.M., CHRISTIE, R.A., WESTON, J.T., “Evaluation of the use of scrap tires in transportation related applications in the State of Washington”, Washington State Department of Transportation, Washington, D.C., 2003.]Search in Google Scholar
[[6] “Asphalt rubber usage guide”, Caltrans,, State of California Department of Transportation. Materials and Testing Services, Office of Flexible Pavement Materials. Sacramento, California, USA, 2003.]Search in Google Scholar
[[7] CNT, “Pesquisa rodoviária 2006 - relatório gerencial”, Confederação Nacional do Transporte, Brasília, Brasil, 2006.]Search in Google Scholar
[[8] DANTAS NETO, S.A., FARIAS, M.M., PAIS, J.C., PEREIRA, P.A.A. “Influence of crumb rubber and digestion time on the asphalt rubber binders”, Road Materials and Pavement Design. vol 7, nº 2, 2006.10.1080/14680629.2006.9690030]Search in Google Scholar
[[9] “Cimentos asfálticos de petróleo”, DNIT, Especificação de material 095/2006, Departamento Nacional de Infra-Estrutura de Transportes, Diretoria de Planejamento e Pesquisa, Instituto de Pesquisas Rodoviárias, Rio de Janeiro, RJ, Brasil, 2006.]Search in Google Scholar
[[10] “Pavimentos flexíveis - Concreto Asfáltico”, DNIT, Especificação de Serviço DNIT 031/2006 - ES, Departamento Nacional de Infra-Estrutura de Transportes, Diretoria de Planejamento e Pesquisa/IPR. Rio de Janeiro, RJ, Brasil, 2006.]Search in Google Scholar
[[11] EISENMANN, J.; HILMER, A., “Influence of wheel load and inflation pressure on the rutting effect at asphalt-pavements - experiments and theorical investigations”, Proceedings, 6th International Conference on the Structural Design of Asphalt Pavements, vol. I, p. 392-403, Ann Arbor, 1987.]Search in Google Scholar
[[12] EPPS, J.A., GALLOWAY, B.M., “First asphalt-rubber user-producer”, Workshop Proceedings Summary, USA, 1980.]Search in Google Scholar
[[13] GOSSAIN V., KAPOOR K., PROZZI J.A., “Testing the HB2060 pads: equivalent damage and fatigue Testing”, Report no. FHWA/TX-06/0-5372-1, Texas Department of Transportation. Research and Technology Implementation Office, Austin, Texas, USA, 2006.]Search in Google Scholar
[[14] Greenbook, “Standard specifications for public works construction”, 2000 Edition, Anaheim, 2000.]Search in Google Scholar
[[15] HANSON, D.I., FOO, K., “Evaluation and characterization of a rubber modified hot mix asphalt pavement”, National Center for Asphalt Technology, USA, 1994.]Search in Google Scholar
[[16] HEITZMAN, M.A., “State of the practice - design and construction of asphalt paving materials with crumb rubber modifier”, Report FHWA A-SA-92-022. FHWA, USA, May, 1992.]Search in Google Scholar
[[17] HICKS, R.G., “Asphalt rubber design and construction guidelines, volume I - design guidelines”, Northern California Rubberized Asphalt Concrete Technology Center (NCRACTC) and California Integrated Waste Management Board (CIWMB). Sacramento, California, USA, 2002.]Search in Google Scholar
[[18] KANDHAL, P.S., “Waste materials in hot mix asphalt - an overview”, National Center for Asphalt Technology, NCAT Report no. 92-6, Auburn, Alabama, USA, 1992.]Search in Google Scholar
[[19] MONISMITH, C.L., EPPS, J.A., KASIANCHUK, D.A., MCLEAN,, D.B., “Asphalt mixture behaviour in repeated flexure”, Report TE 70-5, University of California, Berkeley, 1971.]Search in Google Scholar
[[20] PAIS, J.; PEREIRA, P.A.A.; PICADO-SANTOS, L.G., “Variability of laboratory fatigue life of asphalt mixes using four point bending test results”, International Journal of Pavements, vol. 1, nº2, p. 48-58, 2002. ]Search in Google Scholar
[[21] ROBERTS, F. L., P.S. KANDHAL, E.R. BROWN AND R.L. DUNNING, “Investigation and evaluation of ground tire rubber in hot mix asphalt”, NCAT Report 89-3, USA, 1989.]Search in Google Scholar
[[22] SANTUCCI, L., “Rut resistant asphalt pavements”, Technology Transfer Program, Pavement Research Center at University of California Berkeley, Institute of Transportation Studies, California, USA, 2001.]Search in Google Scholar
[[23] SOUSA, J. B., CRAUS, J., MONISMITH, C.L., "Summary report on permanent deformation in asphalt concrete," Strategic Highway Research Program, Report no. SHRP-A/IR- 91-104, Washington, D.C., 1991.]Search in Google Scholar
[[24] SOUSA, J.B., SOLAIMANIAN, M., WEISSMAN, S.L., “Development and use of the repeated shear test (constant heigh): an optional Superpave mix design tool”, Strategic Highway Research Program, SHRP-A-698, Washington, DC, 1994.]Search in Google Scholar
[[25] TAKALLOU, H.B.; SAINTON, A., “Advances in technology of asphalt paving material containing used tired rubber”, Transportation Research Record no. 1339, Washington, D.C., USA, 1992.]Search in Google Scholar
[[26] TAYEBALI, A.A.; DEACON, J.A.; COMPLANTZ, J.S.; FINN, F.N.; MONISMITH, C.L., “Fatigue response of asphalt-aggregate mixes”, SHPP-A-404, CD Room, Strategic Highway Research Program, National Research Council, Washington, D.C., USA, 1994.]Search in Google Scholar
[[27] VISSER A.T., VERHAEGHE B., “Bitumen rubber: lessons learned in South Africa”, Asphalt Rubber 2000 Proceedings, Portugal, p. 33-52 2000.]Search in Google Scholar
[[28] WAY, G.B., “OFGC meets CRM: where the rubber meets the rubber: 12 years of durable success”, Asphalt Rubber 2000 Proceedings, Portugal, p. 15-32 2000. ]Search in Google Scholar
