177
Views
1
CrossRef citations to date
0
Altmetric
Research Article

Construction quality impact in asphalt pavements cost: a framework based on air voids, linear viscoelastic and fatigue behaviour

ORCID Icon, , , , , , ORCID Icon & show all
Article: 2182437 | Received 01 Sep 2022, Accepted 13 Feb 2023, Published online: 03 Mar 2023

References

  • AASHTO, 2019a. Aashto PP 99: standard practice for preparation of small cylindrical performance test specimens using the superpave gyratory compactor (SGC) or field cores. Washington, DC: American Association of State Highway and Transportation Officials.
  • AASHTO, 2019b. Aashto TP 132: standard method of test for determining the dynamic modulus for asphalt mixtures using small specimens in the asphalt mixture performance tester (AMPT). Washington, DC: an Association of State Highway and Transportation Officials.
  • AASHTO, 2019c. Aashto TP 133: standard method of test for determining the damage characteristic curve and failure criterion using small specimens in the asphalt mixture performance tester (AMPT) cyclic fatigue test. Washington, DC: Association of State Highway and Transportation Officials.
  • Bueno, L.D., et al., 2020. Asphalt pavement design optimisation: a case study using viscoelastic continuum damage theory. International Journal of Pavement Engineering, 23 (4), 1070–1082.
  • DNIT, 2006. DNIT 031- ES: pavimentos flexíveis - concreto asfáltico. Rio de Janeiro: Departamento Nacional de Infraestrutura de Transportes.
  • DNIT, 2019. DNIT 416/2019 - ME: pavimentação asfáltica – misturas asfálticas – determinação do módulo dinâmico – método de ensaio. Rio de Janeiro: Departamento Nacional de Infraestrutra de Transportes.
  • DNIT, 2022. Sistema de Custos Referenciais de Obras - SICRO.
  • Faheem, A., and Schwandt, S., 2018. Evaluation of WisDOT Quality Management Program (QMP) Activities and Impacts on Pavement Performance. DOT National Transportation Integrated Search - ROSA P, (0092), 1–2.
  • FHWA, 2022. Hot-Mix asphalt performance-related specification based on viscoelastoplastic continuum damage (VEPCD) models. MCLean.
  • Harvey, J.T., and Tsai, B.W., 1996. Effects of asphalt content and air void content on mix fatigue and stiffness. Transportation Research Record: Journal of the Transportation Research Board, 1543, 38–45.
  • Heitzman, M., et al., 2021. Investigating the relationship of As-constructed asphalt pavement Air voids to pavement performance. Washington, DC: National Academies of Sciences, Engineering, and Medicine.
  • Kim, Y. R., et al., 2006. A mechanistic approach to determine price reduction factors for density-deficient asphalt pavements. Airfield and Highway Pavements Specialty Conference, 2006, 1018–1029.
  • Kim, Y.R., and Little, D.N., 1990. One-dimensional constitutive modeling of asphalt concrete. Journal of Engineering Mechanics, 116 (4), 751–772.
  • Kutay, M.E., et al., 2009. Use of small samples to predict fatigue lives of field cores. Transportation Research Record: Journal of the Transportation Research Board, 2127, 90–97.
  • Lee, K., et al., 2017. Evaluation of small specimen geometries for asphalt mixture performance testing and pavement performance prediction. Transportation Research Record: Journal of the Transportation Research Board, 2631, 74–82.
  • Lee, J.S., Gibson, N., and Kim, Y.R., 2015. Use of mechanistic models to investigate fatigue performance of asphalt mixtures. Transportation Research Record: Journal of the Transportation Research Board, 2507, 108–119.
  • Mbarki, R., et al., 2012. Comparison between fatigue performance of horizontal cores from different asphalt pavement depths and laboratory specimens. Road Materials and Pavement Design, 13 (3), 422–432.
  • Menegusso, D., et al., 2022. Study of the permanent deformation of asphalt mixtures in the field: A multiscale approach. Construction and Building Materials, 325 (February), 1–11.
  • Mensching, D.J., et al., 2013. Exploring pay factors based on hot mix asphalt performance using quality-related specification software. Road Materials and Pavement Design, 14 (4), 792–809.
  • Monismith, C.L., 1992. Analytically based asphalt pavement design and rehabilitation: theory to practice, 1962-1992. Transportation Research Record, 1354, 5–26.
  • Nascimento, L.A.H. do, 2015. Implementation and validation of the viscoelastic continuum damage theory for asphalt mixture and pavement analysis in Brazil. Raleigh, NC: North Carolina State University.
  • Nemati, R., Dave, E. V., and Sias, J.E., 2020. Development of complex modulus-based rutting index parameter for asphalt mixtures. J. Transp. Eng., Part B: Pavements, 146 (2), 1–11.
  • Pape, S., et al., 2018. Optimization of the laboratory fabrication of small specimens for asphalt mixture performance testing. Transportation Research Record: Journal of the Transportation Research Board, 2672, 438–450.
  • Park, S.W., Kim, Y.R., and Schapery, R.A., 1996. A viscoelastic continuum damage model and its application to uniaxial behavior of asphalt concrete. Mechanics of Materials, 24 (4), 241–255.
  • Patel, A., et al., 1997. Developing QC/QA specifications for hot mix asphalt concrete in Illinois. Transportation Research Record: Journal of the Transportation Research Board, 1575, 66–74.
  • Resse, R.E., 1997. Properties of aged asphalt binder related to asphalt concrete fatigue life. Association of Asphalt Paving Technologists, 66, 604–632.
  • Sabouri, M., and Kim, Y.R., 2014. Development of a failure criterion for asphalt mixtures under different modes of fatigue loading. Transportation Research Record: Journal of the Transportation Research Board, 2447, 117–125.
  • Schuster, S.L., et al., 2021. Fatigue behaviour of plant produced asphalt mixtures through viscoelastic continuum damage model. Road Materials and Pavement Design, 24 (1), 59–85.
  • Tran, Nam, Turner, Pamela, and Shambley, James, 2016. Enhanced Compaction To Improve Durability and Extend Pavement Service Life : a Literature Review. NCAT Report 16-02.
  • Underwood, S., et al., 2005. Experimental investigation of anisotropy in asphalt concrete. Transportation Research Record: Journal of the Transportation Research Board, 1929, 238–247.
  • Underwood, B., Baek, C., and Kim, Y., 2012. Simplified viscoelastic continuum damage model as platform for asphalt concrete fatigue analysis. Transportation Research Record: Journal of the Transportation Research Board, 2296, 36–45.
  • Underwood, B.S., Kim, Y.R., and Guddati, M.N., 2010. Improved calculation method of damage parameter in viscoelastic continuum damage model. International Journal of Pavement Engineering, 11 (6), 459–476.
  • Wang, H., et al., 2015. Derivation of pay adjustment for in-place air void of asphalt pavement from life-cycle cost analysis. Road Materials and Pavement Design, 16 (3), 505–517.
  • Wang, Y.D., et al., 2021a. Development of preliminary transfer functions for performance predictions in FlexPAVETM. Construction and Building Materials, 266, 1–8.
  • Wang, Y.D., et al., 2021b. Development of framework of the predictive performance-engineered mix design procedure for asphalt mixtures. International Journal of Pavement Engineering, 23 (12), 4190–4205.
  • Wang, Y., and Richard Kim, Y., 2019. Development of a pseudo strain energy-based fatigue failure criterion for asphalt mixtures. International Journal of Pavement Engineering, 20 (10), 1182–1192.
  • Wang, Y.D., Underwood, B.S., and Kim, Y.R., 2020. Development of a fatigue index parameter, sapp, for asphalt mixes using viscoelastic continuum damage theory. International Journal of Pavement Engineering, 23 (2), 438–452.
  • Zeiada, W.A., et al., 2013. Effect of air voids and asphalt content on fatigue damage using the viscoelastic continuum damage analysis. Airfield and Highway Pavement 2013: Sustainable and Efficient Pavements - Proceedings of the 2013 Airfield and Highway Pavement Conference, (June), 1122–1133.
  • Zhang, J., et al., 2013. Development of a failure criterion for asphalt mixtures under fatigue loading. Road Materials and Pavement Design, 14 (May), 1–15.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.