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Long-term pavement performance monitoring and the revision of performance criteria for high modulus asphalt in South Africa

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dc.contributor.author Komba, Julius J
dc.contributor.author Anochie-Boateng, Joseph
dc.contributor.author O'Connell, Johannes S
dc.contributor.author Verhaeghe, Benoit MJA
dc.date.accessioned 2017-06-07T07:10:09Z
dc.date.available 2017-06-07T07:10:09Z
dc.date.issued 2016-09
dc.identifier.citation Komba, J.J., Anochie-Boateng, J., O'Connell, J.S. et al. 2016. Long-term pavement performance monitoring and the revision of performance criteria for high modulus asphalt in South Africa. 5th International Conference on Accelerated Pavement Testing, 19-21 September 2016, San Jose, Costa Rica. In: Aguiar-Moya J., Vargas-Nordcbeck A., Leiva-Villacorta F., et al. (eds). 2016.The Roles of Accelerated Pavement Testing in Pavement Sustainability, p. 177-194. DOI: 10.1007/978-3-319-42797-3_12 en_US
dc.identifier.isbn 978-3-319-42797-3
dc.identifier.uri DOI: 10.1007/978-3-319-42797-3_12
dc.identifier.uri http://link.springer.com/chapter/10.1007/978-3-319-42797-3_12
dc.identifier.uri http://hdl.handle.net/10204/9171
dc.description Copyright: 2016 Springer. Due to copyright restrictions, the attached PDF file only contains the abstract of the full text item. For access to the full text item, please consult the publisher's website. en_US
dc.description.abstract Enrobé à Module Élevé (EME) technology, a High Modulus Asphalt (HiMA), was originally developed in France. The technology is primarily suitable for construction of heavily trafficked routes, airports and container terminals. The key performance characteristics of EME are high stiffness, high resistance to permanent deformation and fatigue cracking. EME is also designed to offer good moisture resistance and good workability. The EME technology has been successfully introduced to South Africa. The development of EME design guidelines in South Africa started in 2006. A major outcome was the publication of Sabita Manual 33: “Interim design procedure for high modulus asphalt in South Africa.” The performance criteria/specifications stipulated in Manual 33 were based on limited data. Based on further work against French mix design and analysis of data collected in South Africa, a revised fatigue and stiffness specifications were adopted in July 2015. Implementation of EME technology in South Africa started in 2011, when a trial section consisting of an EME base layer was constructed on the heavily trafficked South Coast Road in Durban. The section is a major entry route for heavy vehicles travelling to the Durban harbour. Several attempts to rehabilitate the section using conventional asphalt mixes had failed as a result of premature rutting due to the heavy traffic volumes entering the Durban harbour. The heavy traffic volumes at the section offered an ideal setting for an experiment in Accelerated Pavement Testing (APT) without the use of a Heavy Vehicle Simulator (HVS), which enabled the accelerated validation of the South African EME design procedure. The objective of this paper is to present the outcomes of the Long-Term Pavement Performance (LTPP) monitoring programme that was undertaken to assess the field performance of EME, and discuss the development of the newly adopted South African EME performance specifications. en_US
dc.language.iso en en_US
dc.publisher Springer en_US
dc.relation.ispartofseries Worklist;17973
dc.subject Enrobé à module élevé en_US
dc.subject EME en_US
dc.subject Workability en_US
dc.subject Durability en_US
dc.subject Stiffness en_US
dc.subject Rutting en_US
dc.subject Fatigue cracking en_US
dc.title Long-term pavement performance monitoring and the revision of performance criteria for high modulus asphalt in South Africa en_US
dc.type Book Chapter en_US
dc.identifier.apacitation Komba, J. J., Anochie-Boateng, J., O'Connell, J. S., & Verhaeghe, B. M. (2016). Long-Term pavement performance monitoring and the revision of performance criteria for high modulus asphalt in South Africa., <i>Worklist;17973</i> Springer. http://hdl.handle.net/10204/9171 en_ZA
dc.identifier.chicagocitation Komba, Julius J, Joseph Anochie-Boateng, Johannes S O'Connell, and Benoit MJA Verhaeghe. "Long-term pavement performance monitoring and the revision of performance criteria for high modulus asphalt in South Africa" In <i>WORKLIST;17973</i>, n.p.: Springer. 2016. http://hdl.handle.net/10204/9171. en_ZA
dc.identifier.vancouvercitation Komba JJ, Anochie-Boateng J, O'Connell JS, Verhaeghe BM. Long-term pavement performance monitoring and the revision of performance criteria for high modulus asphalt in South Africa.. Worklist;17973. [place unknown]: Springer; 2016. [cited yyyy month dd]. http://hdl.handle.net/10204/9171. en_ZA
dc.identifier.ris TY - Book Chapter AU - Komba, Julius J AU - Anochie-Boateng, Joseph AU - O'Connell, Johannes S AU - Verhaeghe, Benoit MJA AB - Enrobé à Module Élevé (EME) technology, a High Modulus Asphalt (HiMA), was originally developed in France. The technology is primarily suitable for construction of heavily trafficked routes, airports and container terminals. The key performance characteristics of EME are high stiffness, high resistance to permanent deformation and fatigue cracking. EME is also designed to offer good moisture resistance and good workability. The EME technology has been successfully introduced to South Africa. The development of EME design guidelines in South Africa started in 2006. A major outcome was the publication of Sabita Manual 33: “Interim design procedure for high modulus asphalt in South Africa.” The performance criteria/specifications stipulated in Manual 33 were based on limited data. Based on further work against French mix design and analysis of data collected in South Africa, a revised fatigue and stiffness specifications were adopted in July 2015. Implementation of EME technology in South Africa started in 2011, when a trial section consisting of an EME base layer was constructed on the heavily trafficked South Coast Road in Durban. The section is a major entry route for heavy vehicles travelling to the Durban harbour. Several attempts to rehabilitate the section using conventional asphalt mixes had failed as a result of premature rutting due to the heavy traffic volumes entering the Durban harbour. The heavy traffic volumes at the section offered an ideal setting for an experiment in Accelerated Pavement Testing (APT) without the use of a Heavy Vehicle Simulator (HVS), which enabled the accelerated validation of the South African EME design procedure. The objective of this paper is to present the outcomes of the Long-Term Pavement Performance (LTPP) monitoring programme that was undertaken to assess the field performance of EME, and discuss the development of the newly adopted South African EME performance specifications. DA - 2016-09 DB - ResearchSpace DP - CSIR KW - Enrobé à module élevé KW - EME KW - Workability KW - Durability KW - Stiffness KW - Rutting KW - Fatigue cracking LK - https://researchspace.csir.co.za PY - 2016 SM - 978-3-319-42797-3 T1 - Long-term pavement performance monitoring and the revision of performance criteria for high modulus asphalt in South Africa TI - Long-term pavement performance monitoring and the revision of performance criteria for high modulus asphalt in South Africa UR - http://hdl.handle.net/10204/9171 ER - en_ZA


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