Sage Journals: Discover world-class research

Abstract

The aging of asphalt materials causes physical, chemical, and rheological changes that lead to pavement deterioration and reduced performance, affecting service life. The impact of aging from ultraviolet (UV) radiation, particularly in combination with moisture, is still not fully understood, with the latter being a factor of great relevance because of its potential to cause premature degradation. This study evaluated the rheological fatigue behavior of asphalt binders using Glover-Rowe and binder fatigue factor parameters and the mechanical behavior of asphalt mixtures through indirect tensile strength, resilient modulus, moisture-induced damage, indirect tensile fatigue, dynamic modulus, and flow number tests, subjected to different aging protocols to infer their compatibility with real field conditions. The mixtures were subjected to short-term aging followed by long-term aging, which replicates aging factors such as heat, oxygen, UV radiation, and moisture. Asphalt binders exhibited increased susceptibility to cracking and reduced fatigue life at strain amplitudes >10% following the aging protocols. A notable increase in asphalt mixture modulus values was observed post-aging, with drying-oven aging having the most pronounced effect. UV-B radiation demonstrated greater impact on asphalt materials at temperatures >60°C or exposure durations >224 h.

Keywords

infrastructure materials asphalt materials selection and mix design AKM30 asphalt mixture evaluation and performance AKM40

Get full access to this article

View all access options for this article.

References

Osmari

P. H.

Aragão

F. T. S.

Avaliação do resíduo de óleo vegetal como agente rejuvenescedor de ligantes a partir de análises reológicas e de morfologia de superfície. Transportes, Vol. 24, No. 3, 2016, pp. 48–54. https://doi.org/10.14295/transportes.v24i3.1147.

Nascimento

T. C. B.

Faxina

A. L.

Avaliação dos efeitos da radiação ultravioleta sobre propriedades reológicas de ligantes asfálticos modificados com PPA e copolímeros SBS e SBR. Transportes, Vol. 25, No. 1, 2017, pp. 73–81. https://doi.org/10.14295/transportes.v25i1.1100.

Wei

Bai

Qian

Wang

Jin

Zhang

Aging Mechanism and Properties of SBS Modified Bitumen Under Complex Environmental Conditions. Materials (Basel, Switzerland), Vol. 12, No. 7, 2019, p. 1189. https://doi.org/10.3390/ma12071189.

Liu

Hong

Huang

Effect of Ultraviolet Absorber (UV-531) on the Properties of SBS-Modified Asphalt with Different Block Ratios. Construction and Building Materials, Vol. 234, 2020, p. 117388. https://doi.org/10.1016/j.conbuildmat.2019.117388.

Qian

Jin

Bai

Gong

Different Water Environment Coupled with Ultraviolet Radiation on Ageing of Asphalt Binder. Road Materials and Pavement Design, Vol. 22, No. 10, 2021, pp. 2410–2423. https://doi.org/10.1080/14680629.2020.1760920.

Mazzoni

L. N.

Takahashi

M. M.

Vasconcelos

K. L.

Bernucci

Avaliação da influência do envelhecimento e da temperatura nas características viscoelásticas de ligantes asfálticos. Transportes, Vol. 28, No. 1, 2020, pp. 135–146. https://doi.org/10.14295/transportes.v28i1.1897.

Wang

Cui

Yunusa

Xiao

Effect of Aging on the Constitutive Models of Asphalt and Their Mixtures. Construction and Building Materials, Vol. 272, 2021, p. 121611. https://doi.org/10.1016/j.conbuildmat.2020.121611.

Liu

Guo

Wang

Oeser

Study on the Effect of Aging on Physical Properties of Asphalt Binder from a Microscale Perspective. Construction and Building Materials, Vol. 187, 2018, pp. 718–729. https://doi.org/10.1016/j.conbuildmat.2018.07.188.

Das

P. K.

Kringos

Birgisson

Microscale Investigation of Thin Film Surface Ageing of Bitumen. Journal of Microscopy, Vol. 254, No. 2, 2014, pp. 95–107. https://doi.org/10.1111/jmi.12122.

10.

Menapace

Masad

The Influence of Moisture on the Evolution of the Microstructure of Asphalt Binders with Aging. Road Materials and Pavement Design, Vol. 21, No. 2, 2020, pp. 331–346. https://doi.org/10.1080/14680629.2018.1491882.

11.

Mouillet

Farcas

Chailleux

Sauger

Evolution of Bituminous Mix Behaviour Submitted to UV Rays in Laboratory Compared to Field Exposure. Materials and Structures, Vol. 47, No. 8, 2014, pp. 1287–1299. https://doi.org/10.1617/s11527-014-0258-y.

12.

Anitelli

Estudo do dano por umidade de misturas densas com ligantes asfálticos convencional e modificado com polímero SBS. text. Universidade de São Paulo, 2013.

13.

Hamzah

M. O.

Kakar

M. R.

Hainin

M. R.

An Overview of Moisture Damage in Asphalt Mixtures. Jurnal Teknologi, Vol. 73, No. 4, 2015, pp. 125–131. https://doi.org/10.11113/jt.v73.4305.

14.

Amelian

Abtahi

S. M.

Hejazi

S. M.

Moisture Susceptibility Evaluation of Asphalt Mixes Based on Image Analysis. Construction and Building Materials, Vol. 63, 2014, pp. 294–302. https://doi.org/10.1016/j.conbuildmat.2014.04.012.

15.

Diab

Singh

Pais

J. C.

Moisture Susceptibility of Asphalt Mixtures: A Literature Review. Proc., 4th Conference of Transportation Research Group of India (CTRG), India, 2017.

16.

Cala

Caro

Lleras

Rojas-Agramonte

Impact of the Chemical Composition of Aggregates on the Adhesion Quality and Durability of Asphalt-Aggregate Systems. Construction and Building Materials, Vol. 216, 2019, pp. 661–672. https://doi.org/10.1016/j.conbuildmat.2019.05.030.

17.

Sanchez-Alonso

Valdes-Vidal

Calabi-Floody

Experimental Study to Design Warm Mix Asphalts and Recycled Warm Mix Asphalts Using Natural Zeolite as Additive for Sustainable Pavements. Sustainability, Vol. 12, No. 3, 2020, p. 980. https://doi.org/10.3390/su12030980.

18.

Cala

Caro

Predictive Quantitative Model for Assessing the Asphalt-Aggregate Adhesion Quality Based on Aggregate Chemistry. Road Materials and Pavement Design, Vol. 23, No. 7, 2022, pp. 1523–1543. https://doi.org/10.1080/14680629.2021.1900896.

19.

Frossard

R. M.

Teixeira

J. E. S. L.

Kim

Y.-R.

Effects of Aggregate/Filler Characteristics on Semi-Circular Bend Fracture Parameters of Asphalt Concrete Mixtures Subject to Moisture Damage. Transportation Research Record: Journal of the Transportation Research Board, 2022. 2676: 408–421.

20.

Vasconcelos

K. L.

Bhasin

Little

D. N.

History Dependence of Water Diffusion in Asphalt Binders. International Journal of Pavement Engineering, Vol. 12, No. 5, 2011, pp. 497–506. https://doi.org/10.1080/10298436.2010.535536.

21.

dos Santos

Partl

M. N.

Poulikakos

L. D.

Newly Observed Effects of Water on the Microstructures of Bitumen Surface. Construction and Building Materials, Vol. 71, 2014, pp. 618–627. https://doi.org/10.1016/j.conbuildmat.2014.08.076.

22.

Pan

Tarefder

R. A.

Hossain

M. I.

Study of Moisture Impact on Asphalt Before and After Oxidation Using Molecular Dynamics Simulations. Transportation Research Record: Journal of the Transportation Research Board, 2016. 2574: 38–47.

23.

Hung

A. M.

Goodwin

Fini

E. H.

Effects of Water Exposure on Bitumen Surface Microstructure. Construction and Building Materials, Vol. 135, 2017, pp. 682–688. https://doi.org/10.1016/j.conbuildmat.2017.01.002.

24.

AASHTO PP2. Standard Practice for Mixture Conditioning of Hot Mix Asphalt (HMA). GlobalSpec. https://standards.globalspec.com/std/224215/PP2. Accessed August 30, 2023.

25.

AASHTO R30. Standard Practice for Laboratory Conditioning of Asphalt Mixtures. https://global.ihs.com/doc_detail.cfm?document_name=AASHTO%20R%2030&item_s_key=00488905. Accessed August 20, 2022.

26.

Yin

Arámbula-Mercado

Epps Martin

Newcomb

Tran

Long-Term Ageing of Asphalt Mixtures. Road Materials and Pavement Design, Vol. 18, Supplement 1, 2017, pp. 2–27. https://doi.org/10.1080/14680629.2016.1266739.

27.

Manrique-Sanchez

Caro

Kim

Y.-R.

Coupled Effects of Ageing and Moisture on the Fracture Properties of Permeable Friction Courses (PFC). International Journal of Pavement Engineering, Vol. 23, No. 4, 2022, pp. 972–984. https://doi.org/10.1080/10298436.2020.1784417.

28.

Cravo

M. C. C.

Efeitos do envelhecimento térmico e fotoquímico em ligantes asfálticos, mástique e matriz de agregados finos. Federal University of Rio de Janeiro, Rio de Janeiro, Brazil, 2016.

29.

Caro

Manrique-Sanchez

Kim

Y.-R.

Computational Evaluation of Long-Term Ravelling Susceptibility of Permeable Friction Courses (PFC). Construction and Building Materials, Vol. 291, 2021, p. 123306. https://doi.org/10.1016/j.conbuildmat.2021.123306.

30.

Rivera

Caro

Arámbula-Mercado

Sánchez

D. B.

Karki

Evaluation of the Use of a HiMA Binder to Extend the Durability of Porous Friction Courses (PFC). International Journal of Pavement Engineering, Vol. 24, No. 2, 2023, p. 2024186. https://doi.org/10.1080/10298436.2021.2024186.

31.

Das

B. P.

Siddagangaiah

A. K.

Identification of Parameter to Assess Cracking Resistance of Asphalt Mixtures Subjected to Aging and Moisture Conditioning. Journal of Traffic and Transportation Engineering (English Edition), Vol. 9, No. 2, 2022, pp. 293–304. https://doi.org/10.1016/j.jtte.2021.02.004.

32.

Silva Lopes

A. M. da

de Medeiros Melo Neto

Lopes Lucena

L. C. de F.

do Nascimento

M. das V.

de Siqueira

M. V.

de Sousa

T. M.

de Farias Monteiro

A. F.

Impact of Aging Protocols on Asphalt Binder Behavior: A Laboratory and Field Study. Case Studies in Construction Materials, Vol. 19, 2023, p. e02629. https://doi.org/10.1016/j.cscm.2023.e02629.

33.

de Medeiros Melo Neto

Minervina Silva

de Figueiredo Lopes Lucena

L. C.

de Figueiredo Lopes Lucena

Mendonça

A. M. G. D.

de Lima

R. K. B.

Viability of Recycled Asphalt Mixtures with Soybean Oil Sludge Fatty Acid. Construction and Building Materials, Vol. 349, 2022, p. 128728. https://doi.org/10.1016/j.conbuildmat.2022.128728.

34.

de Medeiros Melo Neto

de Figueiredo Lopes Lucena

L. C.

Silva

I. M.

de Figueiredo Lopes Lucena

Mendonça

A. M. G. D.

da Silva Lopes

A. M.

da Silva

F. M. M.

de Amorim

A. G.

de Oliveira Neto

H. R.

Effects of the Addition of Fatty Acid from Soybean Oil Sludge in Recycled Asphalt Mixtures. Environmental Science and Pollution Research, Vol. 30, No. 17, 2023, pp. 50174–50197. https://doi.org/10.1007/s11356-023-25808-w.

35.

Neto

V. F. de S.

Minervina Silva

Lucena

L. C. de F. L.

Lucena

A. E. de F. L.

de Medeiros Melo Neto

de Lima

R. K. B.

Effect of Superficially Modified Zinc Oxide Nanoparticles as an Additive on the Rheological Performance of Asphalt Binder. Road Materials and Pavement Design, Vol. 25, No. 6, 2024, pp. 1211–1228. https://doi.org/10.1080/14680629.2023.2251066.

36.

Carvalho

F. do S. de S.

Lucena

A. E. de F. L.

Melo Neto

O. de M.

Porto

T. R.

Porto

T. M. R.

Análise dos parâmetros mecânicos das misturas asfálticas com adição de óxidos metálicos. Matéria (Rio de Janeiro), Vol. 26, 2021, pp. 1–12. https://doi.org/10.1590/S1517-707620210003.13020.

37.

Neto

O. de M. M.

Mendonça

A. M. G. D.

Rodrigues

J. K. G.

de Lima

R. K. B.

Silvani

Silva

I. M.

Rheological Study of Asphalt Binder Modified by Cotton and Copaiba Oils: e315. Revista Cubana de Ingeniería, Vol. 13, No. 1, 2022, pp. 1–11.

38.

ASTM D2872. Standard Test Method for Effect of Heat and Air on a Moving Film of Asphalt (Rolling Thin-Film Oven Test) Section 8 Instructional Video. https://www.astm.org/astm-tpt-541.html. Accessed August 20, 2022.

39.

ASTM D 4402. Standard Test Method for Viscosity Determination of Asphalt at Elevated Temperatures Using a Rotational Viscometer. https://www.astm.org/d4402-06.html. Accessed April 8, 2023.

40.

ASTM D6373. Standard Specification for Performance-Graded Asphalt Binder. https://infostore.saiglobal.com/en-us/Standards/ASTM-D-6373-2013-152730_SAIG_ASTM_ASTM_363335/. Accessed August 20, 2022.

41.

ASTM D7405. Standard Test Method for Multiple Stress Creep and Recovery (MSCR) of Asphalt Binder Using a Dynamic Shear Rheometer. https://www.techstreet.com/standards/astm-d7405-20?product_id=2106457. Accessed August 20, 2022.

42.

Khodaii

Kazemi Tehrani

Haghshenas

H. F.

Hydrated Lime Effect on Moisture Susceptibility of Warm Mix Asphalt. Construction and Building Materials, Vol. 36, 2012, pp. 165–170. https://doi.org/10.1016/j.conbuildmat.2012.04.073.

43.

Nataadmadja

A. D.

Prahara

Setyandito

The Effect of Hydrated Lime Addition in Improving the Moisture Resistance of Hot Mix Asphalt (HMA). IOP Conference Series: Earth and Environmental Science, Vol. 426, No. 1, 2020, p. 012023. https://doi.org/10.1088/1755-1315/426/1/012023.

44.

Ismael

M. Q.

Ahmed

A. H.

Effect of Hydrated Lime on Moisture Susceptibility of Asphalt Mixtures. Journal of Engineering, Vol. 25, No. 3, 2019, pp. 89–101. https://doi.org/10.31026/j.eng.2019.03.08.

45.

Minervina Silva

de Medeiros Melo Neto

Lucena

L. C. de F. L.

Mendonça

A. M. G. D.

J. W.

Youssef

Assessing the Efficacy of Alginate-Encapsulated Rejuvenators from Soybean Oil Sludge and Fatty Acid for Enhanced Self-Healing Capacity of Asphalt Mixtures. Road Materials and Pavement Design, Vol. 26, No. 1, 2025, pp. 133–157. https://doi.org/10.1080/14680629.2024.2338778.

46.

Porto

T. R.

Lopes Lucena

A. E. de F.

de Moraes

T. M. R. P.

Melo Neto

O. de M.

Costa

D. B.

de Sousa Carvalho

F. do S.

Torres

P. R. B.

The Use of Iron Oxide in Asphalt Mixtures to Reduce the Effects of Urban Heat Islands. Case Studies in Construction Materials, Vol. 18, 2023, p. e01709. https://doi.org/10.1016/j.cscm.2022.e01709.

47.

da Costa

L. F.

de Medeiros Melo Neto

de Macêdo

A. L. F.

de Figueiredo Lopes Lucena

L. C.

de Figueiredo Lopes Lucena

Optimizing Recycled Asphalt Mixtures with Zeolite, Cottonseed Oil, and Varied RAP Content for Enhanced Performance and Circular Economy Impact. Case Studies in Construction Materials, Vol. 20, 2024, p. e02707. https://doi.org/10.1016/j.cscm.2023.e02707.

48.

Cruz

G. K. A.

Arruda

S. M.

de Medeiros Melo Neto

de Figueiredo Lopes Lucena

L. C.

Comparative Analysis of Lateritic and Granitic Aggregates in Asphalt Mixtures: Morphological Properties and Performance Implications. Innovative Infrastructure Solutions, Vol. 9, No. 5, 2024, p. 150. https://doi.org/10.1007/s41062-024-01472-y.

49.

ASTM C 127. Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate. https://www.astm.org/c0127-15.html. Accessed April 8, 2023.

50.

ASTM D 4791. Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate. https://www.astm.org/d4791-19.html. Accessed April 8, 2023.

51.

ASTM D2419. Standard Test Method for Sand Equivalent Value of Soils and Fine Aggregate. https://standards.globalspec.com/std/3855432/ASTM%20D2419-14. Accessed August 20, 2022.

52.

ASTM C131. Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. https://www.techstreet.com/standards/astm-c131-c131m-20?product_id=2110593. Accessed August 20, 2022.

53.

ASTM D 5821. Standard Test Method for Determining the Percentage of Fractured Particles in Coarse Aggregate. https://www.astm.org/d5821-13r17.html. Accessed April 8, 2023.

54.

ASTM

1252. Standard Test Methods for Uncompacted Void Content of Fine Aggregate (as Influenced by Particle Shape, Surface Texture, and Grading). https://www.astm.org/c1252-17.html. Accessed April 8, 2023.

55.

ASTM D6925. Standard Test Method for Preparation and Determination of the Relative Density of Asphalt Mix Specimens by Means of the Superpave Gyratory Compactor. https://webstore.ansi.org/Standards/ASTM/astmd692515?gclid=CjwKCAjwu5yYBhAjEiwAKXk_ePvGAXIHikEd0c3os_tTaDHYbE7mw1V4ztoWWgmtC0v2GFus-YkabhoCcYcQAvD_BwE. Accessed August 25, 2022.

56.

Zeng

Wen

Chen

The Temperature Effects in Aging Index of Asphalt During UV Aging Process. Construction and Building Materials, Vol. 93, 2015, pp. 1125–1131. https://doi.org/10.1016/j.conbuildmat.2015.05.022.

57.

Menapace

Masad

Evolution of the Microstructure of Warm Mix Asphalt Binders with Aging in an Accelerated Weathering Tester. Journal of Materials in Civil Engineering, Vol. 29, No. 10, 2017, p. 04017162. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001998.

58.

Meira

G. R.

Ferreira

P. R. R.

Revisão sobre ensaios acelerados para indução da corrosão desencadeada por cloretos em concreto armado. Ambiente Construído, Vol. 19, 2019, pp. 223–248. https://doi.org/10.1590/s1678-86212019000400353.

59.

AASHTO T 391. Standard Method of Test for Estimating Fatigue Resistance of Asphalt Binders Using the Linear Amplitude Sweep. https://global.ihs.com/doc_detail.cfm?&document_name=AASHTO%20T%20391&item_s_key=00822231&item_key_date=791231. Accessed August 31, 2023.

60.

Makowska

Aromaa

Pellinen

The Rheological Transformation of Bitumen During the Recycling of Repetitively Aged Asphalt Pavement. Road Materials and Pavement Design, Vol. 18, Supplement 2, 2017, pp. 50–65. https://doi.org/10.1080/14680629.2017.1304266.

61.

Ogbo

Kaseer

Oshone

Sias

J. E.

Martin

A. E.

Mixture-Based Rheological Evaluation Tool for Cracking in Asphalt Pavements. Road Materials and Pavement Design, Vol. 20, Supplement 1, 2019, pp. S299–S314. https://doi.org/10.1080/14680629.2019.1592010.

62.

Allanson

Sreeram

Ryan

Wang

Zhou

Hofko

Airey

G. D.

Characterisation of Bitumen Through Multiple Ageing-Rejuvenation Cycles. International Journal of Pavement Engineering, Vol. 25, No. 1, 2024, p. 2365350. https://doi.org/10.1080/10298436.2024.2365350.

63.

Oldham

D. J.

Obando

C. J.

Mousavi

Kaloush

K. E.

Fini

E. H.

Introducing the Critical Aging Point (CAP) of Asphalt Based on Its Restoration Capacity. Construction and Building Materials, Vol. 278, 2021, p. 122379. https://doi.org/10.1016/j.conbuildmat.2021.122379.

64.

Underwood

Multiscale Constitutive Modeling of Asphalt Concrete. North Carolina State University, Raleigh, 2011.

65.

Hintz

Bahia

Simplification of Linear Amplitude Sweep Test and Specification Parameter. Transportation Research Record: Journal of the Transportation Research Board, 2013. 2370: 10–16.

66.

DNIT 136. Pavimentação asfáltica—Misturas asfálticas—Determinação da resistência à tração por compressão diametral—Método de ensaio. National Department of Transport Infrastructure, Rio de Janeiro, 2018.

67.

DNIT 180. Pavimentação—Misturas asfálticas—Determinação do dano por umidade induzida—Método de ensaio. National Department of Transport Infrastructure, Rio de Janeiro, 2018.

68.

DNIT 135. Asphalt Pavement—Asphalt Mixtures—Determination of the Resilient Modulus—Test Method. National Department of Transport Infrastructure, Rio de Janeiro, 2018.

69.

DNIT 184. Pavimentação—Misturas asfálticas—Ensaio uniaxial de carga repetida para determinação da resistência à deformação permanente—Método de ensaio. National Department of Transport Infrastructure, Rio de Janeiro, 2018, p. 10.

70.

DNIT 416. Pavimentação asfáltica—Misturas asfálticas—Determinação do módulo dinâmico—Método de ensaio. National Department of Transport Infrastructure, Rio de Janeiro, 2019, p. 19.

71.

DNIT 183. Asphalt Pavement—Diametral Compression Fatigue Test at Controlled Tension—Test Method. National Department of Transport Infrastructure, Rio de Janeiro, p. 15.

72.

Nascimento

L. A. H. do.

Implementation and Validation of the Viscoelastic Continuum Damage Theory for Asphalt Mixture and Pavement Analysis in Brazil. Faculty of North Carolina State University, Raleigh, 2015.

73.

Chen

Bahia

H. U.

Modelling Effects of Aging on Asphalt Binder Fatigue Using Complex Modulus and the LAS Test. International Journal of Fatigue, Vol. 146, 2021, p. 106150. https://doi.org/10.1016/j.ijfatigue.2021.106150.

74.

Hung

A. M.

Fini

E. H.

Absorption Spectroscopy to Determine the Extent and Mechanisms of Aging in Bitumen and Asphaltenes. Fuel, Vol. 242, 2019, pp. 408–415. https://doi.org/10.1016/j.fuel.2019.01.085.

75.

Soenen

Laukkanen

O.-V.

Oxidation of Bitumen: Molecular Characterization and Influence on Rheological Properties. Rheologica Acta, Vol. 55, No. 4, 2016, pp. 315–326. https://doi.org/10.1007/s00397-016-0919-6.

76.

Soenen

Redelius

The Effect of Aromatic Interactions on the Elasticity of Bituminous Binders. Rheologica Acta, Vol. 53, No. 9, 2014, pp. 741–754. https://doi.org/10.1007/s00397-014-0792-0.

77.

Hung

Fini

E. H.

Surface Morphology and Chemical Mapping of UV-Aged Thin Films of Bitumen. ACS Sustainable Chemistry & Engineering, Vol. 8, No. 31, 2020, pp. 11764–11771. https://doi.org/10.1021/acssuschemeng.0c03877.

78.

DNIT 031. Flexible Pavements—Asphalt Concrete—Service Specification. 2006, p. 14.

79.

Islam

M. R.

Hossain

M. I.

Tarefder

R. A.

A Study of Asphalt Aging Using Indirect Tensile Strength Test. Construction and Building Materials, Vol. 95, 2015, pp. 218–223. https://doi.org/10.1016/j.conbuildmat.2015.07.159.

80.

Zappe

A. P. S.

Avaliação de diferentes fontes de material fresado com ligantes não-convencionais na reciclagem à quente. Federal University of Rio Grande do Sul, Porto Alegre 2020.

81.

Briliak

Remišová

Research into Effect of Asphalt Mixture Aging on Stiffness. Transportation Research Procedia, Vol. 55, 2021, pp. 1251–1257. https://doi.org/10.1016/j.trpro.2021.07.107.

82.

AASHTO T 283. AASHTO T 283-21—Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage. https://www.techstreet.com/standards/aashto-t-283-21?product_id=2229962. Accessed April 8, 2023.

83.

Guo

Yin

Tan

Effect of Aging, Testing Temperature and Relative Humidity on Adhesion Between Asphalt Binder and Mineral Aggregate. Construction and Building Materials, Vol. 363, 2023, p. 129775. https://doi.org/10.1016/j.conbuildmat.2022.129775.

84.

Measurements of Surface Energy and Its Relationship to Moisture Damage. Texas A&M Transportation Institute. https://tti.tamu.edu/tti-publication/measurements-of-surface-energy-and-its-relationship-to-moisture-damage/. Accessed April 18, 2024.

85.

Kim

Y. R.

Castorena

Elwardany

Rad

F. Y.

Underwood

Gundha

Gudipudi

Farrar

M. J.

Glaser

R. R.

Long-Term Aging of Asphalt Mixtures for Performance Testing and Prediction. Transportation Research Board, Washington, D.C., 2017.

86.

Nascimento

L. A. H. do.

New Approach to Dosing Dense Asphalt Mixtures with the Use of a Rotary Compactor and a Focus on Permanent Deformation. Federal University of Rio de Janeiro, Brazil, 2008.

87.

Barros

L. M. de.

Deformação permanente de misturas asfálticas: avaliação do desempenho conforme critério de flow number de misturas quentes e mornas. Federal University of Rio Grande do Sul, Porto Alegre, 2017.

88.

AASHTO TP 79. AASHTO TP 79—Standard Method of Test for Determining the Dynamic Modulus and Flow Number for Asphalt Mixtures Using the Asphalt Mixture Performance Tester (AMPT). GlobalSpec. https://standards.globalspec.com/std/10040064/AASHTO%20TP%2079. Accessed June 7, 2023.

89.

Gennesseaux

M. L.

Avaliação da durabilidade de misturas asfálticas a quente e mornas contendo material asfáltico fresado. text. Universidade de São Paulo, 2015.

90.

Rajib

Hung

Fini

E. H.

Weathering Mechanisms in Bitumen Modified with Polyphosphoric Acid. Journal of Materials in Civil Engineering, Vol. 33, No. 7, 2021, p. 04021154. https://doi.org/10.1061/(ASCE)MT.1943-5533.0003795.

91.

Mousavi

Rajib

Hung

A. M.

Fini

E. H.

Understanding How Polyphosphoric Acid Changes Bitumen’s Response to Water Exposure. ACS Sustainable Chemistry & Engineering, Vol. 9, No. 3, 2021, pp. 1313–1322. https://doi.org/10.1021/acssuschemeng.0c07720.

Assessment of the Effects of Temperature,Ultraviolet Radiation,and Moisture on the Properties of Asphalt Mixtures

Abstract

Keywords

Get full access to this article

References