Abstract

Using plastic waste as a polymer substitute for modification of bitumen presents a promising avenue to improve the sustainability of road infrastructure. This approach is cost-effective and aligns with the sustainability approach of the circular economy. This research assesses the impact of various plastic sources on the rheological behavior of the modified bitumen in both linear viscoelastic (LVE) and nonlinear viscoelastic (NLVE) domains. Conventional viscosity grade (VG 30) bitumen has been modified using low-density polyethylene (LDPE) waste plastic from four distinct sources (named as LDP, LDF, LDPU, and LDS). The weight ratio of sulfur and LDPE is 1:3. The combination of both has been referred to as plastic modifier, and the combined modifier content was 6 % by weight of modified bitumen, as optimized based on storage stability. Results indicate a minimal influence of plastic sources on LVE behavior, whereas a significant effect is observed in the NLVE domain. Among the four modified bitumen types (LDP, LDF, LDPU, and LDS), LDPU exhibits superior resistance to permanent deformation, whereas LDF shows higher elasticity at high temperatures. Additionally, LDS has the highest fatigue life, followed by LDF. This research finds a significant influence of plastic sources on rheological performance, particularly evident at intermediate temperatures. Prior literature emphasizes the dominance of the degree of crystallinity (DOC) of polymers in defining modified bitumen rheology, where higher DOC corresponds to higher resistance to permanent deformation and lower resistance to fatigue damage. However, this study identifies that DOC is not the only parameter that dominates the behavior; the melt flow index (MFI) of polymers also plays a crucial role in defining the rheological properties of bitumen in the NLVE domain, although the relative dominance between DOC and MFI remains undetermined. Overall, the modified bitumen exhibits improved performance at higher and intermediate service temperatures.

References

1.
Ahmadinia
E.
,
Zargar
M.
,
Karim
M. R.
,
Abdelaziz
M.
, and
Ahmadinia
E.
, “
Performance Evaluation of Utilization of Waste Polyethylene Terephthalate (PET) in Stone Mastic Asphalt
,”
Construction and Building Materials
36
(November
2012
):
984
989
, https://doi.org/10.1016/j.conbuildmat.2012.06.015
2.
Airey
G. D.
, “
Use of Black Diagrams to Identify Inconsistencies in Rheological Data
,”
Road Materials and Pavement Design
3
, no. 
4
(
2002
):
403
424
, https://doi.org/10.1080/14680629.2002.9689933
3.
Airey
G. D.
,
Sias
J. E.
,
Rowe
G.
,
Di Benedetto
H.
,
Sauzéat
C.
, and
Dave
E. V.
, “
An Overview of Black Space Evaluation of Performance and Distress Mechanisms in Asphalt Materials
,” in
Proceedings of the RILEM International Symposium on Bituminous Materials
, ed.
Di Benedetto
H.
,
Baaj
H.
,
Chailleux
E.
,
Tebaldi
G.
,
Sauzéat
C.
, and
Mangiafico
S.
(Berlin, Germany:
Springer
,
2022
),
231
237
.
4.
Alghrafy
Y. M.
,
El-Badawy
S. M.
, and
Abd Alla
E.-S. M.
, “
Rheological and Environmental Evaluation of Sulfur Extended Asphalt Binders Modified by High- and Low-Density Polyethylene Recycled Waste
,”
Construction and Building Materials
307
(November
2021
): 125008, https://doi.org/10.1016/j.conbuildmat.2021.125008
5.
Amirkhanian
S.
, “
Utilization of Scrap Plastics in Asphalt Binders
,” in
Eco-efficient Pavement Construction Materials
, ed.
Pacheco-Torgal
F.
,
Amirkhanian
S.
,
Wang
H.
, and
Schlangen
E.
(
Sawston, UK
:
Woodhead Publishing
,
2020
),
13
32
.
6.
Asgharzadeh
S. M.
and
Tabatabaee
N.
, “
Rheological Master Curves for Modified Asphalt Binders
,”
Scientia Iranica
20
, no. 
6
(December
2013
):
1654
1661
.
7.
Asgharzadeh
S. M.
,
Tabatabaee
N.
,
Naderi
K.
, and
Partl
M. N.
, “
An Empirical Model for Modified Bituminous Binder Master Curves
,”
Materials and Structures
46
, no. 
9
(September
2013
):
1459
1471
, https://doi.org/10.1617/s11527-012-9988-x
8.
Asgharzadeh
S. M.
,
Tabatabaee
N.
,
Naderi
K.
, and
Partl
M. N.
, “
Evaluation of Rheological Master Curve Models for Bituminous Binders
,”
Materials and Structures
48
, nos. 
1–2
(January
2015
):
393
406
, https://doi.org/10.1617/s11527-013-0191-5
9.
Audy
R.
,
Enfrin
M.
,
Boom
Y. J.
, and
Giustozzi
F.
, “
Selection of Recycled Waste Plastic for Incorporation in Sustainable Asphalt Pavements: A Novel Multi-criteria Screening Tool Based on 31 Sources of Plastic
,”
The Science of the Total Environment
829
(July
2022
): 154604, https://doi.org/10.1016/j.scitotenv.2022.154604
10.
Behnood
A.
and
Modiri Gharehveran
M.
, “
Morphology, Rheology, and Physical Properties of Polymer-Modified Asphalt Binders
,”
European Polymer Journal
112
(March
2019
):
766
791
, https://doi.org/10.1016/j.eurpolymj.2018.10.049
11.
Behnood
A.
and
Olek
J.
, “
Rheological Properties of Asphalt Binders Modified with Styrene-Butadiene-Styrene (SBS), Ground Tire Rubber (GTR), or Polyphosphoric Acid (PPA)
,”
Construction and Building Materials
151
(October
2017
):
464
478
, https://doi.org/10.1016/j.conbuildmat.2017.06.115
12.
Behnood
A.
and
Olek
J.
, “
Stress-Dependent Behavior and Rutting Resistance of Modified Asphalt Binders: An MSCR Approach
,”
Construction and Building Materials
157
(December
2017
):
635
646
, https://doi.org/10.1016/j.conbuildmat.2017.09.138
13.
Binti Joohari
I.
and
Giustozzi
F.
, “
Oscillatory Shear Rheometry of Hybrid Polymer-Modified Bitumen Using Multiple Stress Creep and Recovery and Linear Amplitude Sweep Tests
,”
Construction and Building Materials
315
(January
2022
): 125791, https://doi.org/10.1016/j.conbuildmat.2021.125791
14.
Brasileiro
L.
,
Moreno-Navarro
F.
,
Tauste-Martínez
R.
,
Matos
J.
, and
Rubio-Gámez
M. C.
, “
Reclaimed Polymers as Asphalt Binder Modifiers for More Sustainable Roads: A Review
,”
Sustainability
11
, no. 
3
(February
2019
): 646, https://doi.org/10.3390/SU11030646
15.
Md Yusoff
N. I.
,
Chailleux
E.
, and
Gordon
D.
, “
A Comparative Study of the Influence of Shift Factor Equations on Master Curve Construction
,”
International Journal of Pavement Research and Technology
4
, no. 
6
(November
2011
):
324
336
, https://doi.org/10.6135/ijprt.org.tw/2011.4(6).324
16.
Singh
A.
and
Gupta
A.
, “
Mechanical and Economical Feasibility of LDPE Waste-Modified Asphalt Mixtures: Pathway to Sustainable Road Construction
,”
Scientific Reports
14
(
2024
): 25311, https://doi.org/10.1038/s41598-024-75196-5
17.
Chaudhary
M.
,
Saboo
N.
, and
Gupta
A.
, “
Introduction of a New Parameter to Quantify the Fatigue Damage in Asphalt Mastics and Asphalt Binder
,”
Coatings
11
, no. 
7
(July
2021
): 828, https://doi.org/10.3390/coatings11070828
18.
Chaudhary
M.
,
Saboo
N.
, and
Gupta
A.
, “
Assessing the Suitability of Polyethylene Terephthalate (PET) in Bituminous Concrete Mixes
,” in
Proceedings of the Fifth International Conference of Transportation Research Group of India
(Singapore: Springer,
2022
),
495
506
, https://doi.org/10.1007/978-981-16-9921-4_36
19.
Chaudhary
M.
,
Saboo
N.
,
Gupta
A.
,
Hofko
B.
, and
Steineder
M.
, “
Assessing the Effect of Fillers on LVE Properties of Asphalt Mastics at Intermediate Temperatures
,”
Materials and Structures
53
, no. 
4
(July
2020
): 96, https://doi.org/10.1617/S11527-020-01532-6
20.
Chaudhary
M.
,
Saboo
N.
,
Gupta
A.
,
Steineder
M.
, and
Hofko
B.
, “
Effect of Analysis Procedure and Sample Geometry on the Fatigue Life Results of Asphalt Mastics from Linear Amplitude Sweep Test
,”
Mechanics of Time-Dependent Materials
27
, no. 
4
(December
2023
):
1097
1121
, https://doi.org/10.1007/s11043-022-09539-y
21.
Choudhary
J.
,
Chaudhary
M.
, and
Gupta
A.
, “
Applicability of Multiple Stress Creep and Recovery Test for the Analysis of Fatigue Resistance of Bituminous Mastics
,”
Petroleum Science and Technology
42
, no. 
19
(October
2023
):
2520
2540
, https://doi.org/10.1080/10916466.2023.2175856
22.
Choudhary
J.
,
Kumar
B.
, and
Gupta
A.
, “
Analysing the Influence of Industrial Waste Fillers on the Ageing Susceptibility of Asphalt Concrete
,”
The International Journal of Pavement Engineering
23
, no. 
11
(September
2022
):
3906
3919
, https://doi.org/10.1080/10298436.2021.1927027
23.
Cuciniello
G.
,
Leandri
P.
,
Losa
M.
, and
Airey
G.
, “
Effects of Ageing on the Damage Tolerance of Polymer Modified Bitumens Investigated through the LAS Test and Fluorescence Microscopy
,”
The International Journal of Pavement Engineering
23
, no. 
4
(March
2022
):
1083
1094
, https://doi.org/10.1080/10298436.2020.1788031
24.
Diab
A.
,
Pais
J.
,
Chen
S.
,
Gupta
A.
,
Li
X.
,
You
L.
, and
Hasan
M. R. M.
, “
High, Intermediate and Low Temperature Performance Appraisal of Elastomeric and Plastomeric Asphalt Binders and Mixes
,”
Journal of Elastomers and Plastics
54
, no. 
2
(March
2022
):
225
246
, https://doi.org/10.1177/00952443211038663
25.
Fernandes
M. R. S.
,
Forte
M. M. C.
, and
Leite
L. F. M.
, “
Rheological Evaluation of Polymer-Modified Asphalt Binders
,”
Materials Research
11
, no. 
3
(
2008
):
381
386
, https://doi.org/10.1590/S1516-14392008000300024
26.
Filonzi
A.
,
Komaragiri
S.
,
Lakshmi Roja
K.
,
Sreeram
A.
,
Bhasin
A.
, and
Masad
E.
, “
A Comprehensive Evaluation of Mixture and Binder Properties to Explore the Use of Low-Density Polyethylene (LDPE) as an Asphalt Modifier and Co-modifier
,”
The International Journal of Pavement Engineering
24
, no. 
2
(January
2023
): 2120988, https://doi.org/10.1080/10298436.2022.2120988
27.
Geyer
R.
,
Jambeck
J. R.
, and
Law
K. L.
, “
Production, Use, and Fate of All Plastics Ever Made
,”
Science Advances
3
, no. 
7
(July
2017
): e1700782, https://doi.org/10.1126/sciadv.1700782
28.
Hınıslıoğlu
S.
and
Agar
E.
, “
Use of Waste High Density Polyethylene as Bitumen Modifier in Asphalt Concrete Mix
,”
Materials Letters
58
, nos. 
3–4
(January
2004
):
267
271
, https://doi.org/10.1016/S0167-577X(03)00458-0
29.
Kakar
M. R.
,
Mikhailenko
P.
,
Piao
Z.
,
Bueno
M.
, and
Poulikakos
L.
, “
Analysis of Waste Polyethylene (PE) and Its By-Products in Asphalt Binder
,”
Construction and Building Materials
280
(April
2021
): 122492, https://doi.org/10.1016/j.conbuildmat.2021.122492
30.
Liu
J.
,
Liu
J.
,
Zhu
A.
, and
Saboundjian
S.
, “
Evaluation of Multiple Stress-Creep Recovery Test on Alaskan Asphalt Binders
,”
Journal of Materials in Civil Engineering
32
, no. 
10
(October
2020
): 04020302, https://doi.org/10.1061/(ASCE)MT.1943-5533.0003337
31.
Liu
Q.
,
Wu
J.
,
Qu
X.
,
Wang
C.
, and
Oeser
M.
, “
Investigation of Bitumen Rheological Properties Measured at Different Rheometer Gap Sizes
,”
Construction and Building Materials
265
(December
2020
): 120287, https://doi.org/10.1016/j.conbuildmat.2020.120287
32.
Loderer
C.
,
Partl
M. N.
, and
Poulikakos
L. D.
, “
Effect of Crumb Rubber Production Technology on Performance of Modified Bitumen
,”
Construction and Building Materials
191
(December
2018
):
1159
1171
, https://doi.org/10.1016/j.conbuildmat.2018.10.046
33.
Masad
E.
,
Roja
K. L.
,
Rehman
A.
, and
Abdala
A. A.
,
A Review of Asphalt Modification Using Plastics: A Focus on Polyethylene
(
Doha, Qatar
:
Texas A&M University at Qatar
,
2020
).
34.
Moreno
D. D. P.
and
Saron
C.
, “
Low-Density Polyethylene Waste/Recycled Wood Composites
,”
Composite Structures
176
(September
2017
):
1152
1157
, https://doi.org/10.1016/j.compstruct.2017.05.076
35.
Yusoff
N. I. Md.
,
Mounier
D.
,
Marc-Stéphane
G.
,
Hainin
M. R.
,
Airey
G. D.
, and
Di Benedetto
H.
, “
Modelling the Rheological Properties of Bituminous Binders Using the 2S2P1D Model
,”
Construction and Building Materials
38
(January
2013
):
395
406
, https://doi.org/10.1016/j.conbuildmat.2012.08.038
36.
Pérez-Lepe
A.
,
Martínez-Boza
F. J.
,
Attané
P.
, and
Gallegos
C.
, “
Destabilization Mechanism of Polyethylene-Modified Bitumen
,”
Journal of Applied Polymer Science
100
, no. 
1
(April
2006
):
260
267
, https://doi.org/10.1002/app.23091
37.
Polacco
G.
and
Filippi
S.
, “
Vulcanization Accelerators as Alternative to Elemental Sulfur to Produce Storage Stable SBS Modified Asphalts
,”
Construction and Building Materials
58
(May
2014
):
94
100
, https://doi.org/10.1016/j.conbuildmat.2014.02.018
38.
Polacco
G.
,
Filippi
S.
,
Merusi
F.
, and
Stastna
G.
, “
A Review of the Fundamentals of Polymer-Modified Asphalts: Asphalt/Polymer Interactions and Principles of Compatibility
,”
Advances in Colloid and Interface Science
224
(October
2015
):
72
112
, https://doi.org/10.1016/j.cis.2015.07.010
39.
Porot
L.
,
Vansteenkiste
S.
,
Makowska
M.
,
Carbonneau
X.
,
Zhu
J.
,
Damen
S.
, and
Plug
K.
, “
Characterisation of Complex Polymer Modified Bitumen with Rheological Parameters
,”
Road Materials and Pavement Design
22
, no. 
S1
(June
2021
):
S297
S309
, https://doi.org/10.1080/14680629.2021.1910070
40.
Roja
K. L.
,
Masad
E.
,
Krishnamoorthy
S. K.
, and
Ouederni
M.
, “
Ageing Characteristics of Polyethylene-Modified Asphalt Binders Blended with Different Compatibilisers
,”
Road Materials and Pavement Design
24
, no. sup1 (April
2023
):
672
689
, https://doi.org/10.1080/14680629.2023.2181123
41.
Saboo
N.
,
Kumar
R.
,
Kumar
P.
, and
Gupta
A.
, “
Ranking the Rheological Response of SBS- and EVA-Modified Bitumen Using MSCR and LAS Tests
,”
Journal of Materials in Civil Engineering
30
, no. 
8
(August
2018
): 04018165, https://doi.org/10.1061/(ASCE)MT.1943-5533.0002367
42.
Sadeq
M.
,
Masad
E.
,
Al-Khalid
H.
,
Sirin
O.
, and
Mehrez
L.
, “
Linear and Nonlinear Viscoelastic and Viscoplastic Analysis of Asphalt Binders with Warm Mix Asphalt Additives
,”
The International Journal of Pavement Engineering
19
, no. 
10
(October
2018
):
857
864
, https://doi.org/10.1080/10298436.2016.1213592
43.
Salim
R.
,
Gundla
A.
,
Underwood
B. S.
, and
Kaloush
K. E.
, “
Effect of MSCR Percent Recovery on Performance of Polymer Modified Asphalt Mixtures
,”
Transportation Research Record: Journal of the Transportation Research Board
2673
, no. 
5
(May
2019
):
308
319
, https://doi.org/10.1177/0361198119841283
44.
Singh
A.
and
Gupta
A.
, “
Upcycling of Plastic Waste in Bituminous Mixes Using Dry Process: Review of Laboratory to Field Performance
,”
Construction and Building Materials
425
(April
2024
): 136005, https://doi.org/10.1016/j.conbuildmat.2024.136005
45.
Singh
A.
,
Gupta
A.
, and
Miljković
M.
, “
Intermediate- and High-Temperature Damage of Bitumen Modified by HDPE from Various Sources
,”
Road Materials and Pavement Design
24
, no. sup1 (April
2023
):
640
653
, https://doi.org/10.1080/14680629.2023.2181017
46.
Steineder
M.
,
Peyer
M. J.
,
Hofko
B.
,
Chaudhary
M.
,
Saboo
N.
, and
Gupta
A.
, “
Comparing Different Fatigue Test Methods at Asphalt Mastic Level
,”
Materials and Structures
55
, no. 
5
(May
2022
): 132, https://doi.org/10.1617/S11527-022-01970-4
47.
Stempihar
J.
,
Gundla
A.
, and
Underwood
B. S.
, “
Interpreting Stress Sensitivity in the Multiple Stress Creep and Recovery Test
,”
Journal of Materials in Civil Engineering
30
, no. 
2
(February
2018
): 04017283, https://doi.org/10.1061/(ASCE)MT.1943-5533.0002153
48.
Sun
Y.
,
Wang
W.
, and
Chen
J.
, “
Investigating Impacts of Warm-Mix Asphalt Technologies and High Reclaimed Asphalt Pavement Binder Content on Rutting and Fatigue Performance of Asphalt Binder through MSCR and LAS Tests
,”
Journal of Cleaner Production
219
(May
2019
):
879
893
, https://doi.org/10.1016/j.jclepro.2019.02.131
49.
Tarefder
R. A.
and
Yousefi
S. S.
, “
Rheological Examination of Aging in Polymer-Modified Asphalt
,”
Journal of Materials in Civil Engineering
28
, no. 
2
(February
2016
): 04015112, https://doi.org/10.1061/(ASCE)MT.1943-5533.0001370
50.
Tušar
M.
,
Kakar
M. R.
,
Poulikakos
L. D.
,
Pasquini
E.
,
Baliello
A.
,
Pasetto
M.
,
Porot
L.
, et al., “
RILEM TC 279 WMR Round Robin Study on Waste Polyethylene Modified Bituminous Binders: Advantages and Challenges
,”
Road Materials and Pavement Design
24
, no. 
2
(February
2023
):
311
339
, https://doi.org/10.1080/14680629.2021.2017330
51.
Varanda
C.
,
Portugal
I.
,
Ribeiro
J.
,
Silva
A. M. S.
, and
Silva
C. M.
, “
Influence of Polyphosphoric Acid on the Consistency and Composition of Formulated Bitumen: Standard Characterization and NMR Insights
,”
Journal of Analytical Methods in Chemistry
2016
(
2016
): 2915467, https://doi.org/10.1155/2016/2915467
52.
Wagh
V. P.
,
Sukhija
M.
, and
Gupta
A.
, “
Exploring the Consequences of Reduced Aging on the Performance of Warm Mix Asphalt Binders
,”
The International Journal of Pavement Engineering
24
, no. 
2
(January
2023
): 2270768, https://doi.org/10.1080/10298436.2023.2270768
53.
Walubita
L. F.
,
Alvarez
A. E.
, and
Simate
G. S.
, “
Evaluating and Comparing Different Methods and Models for Generating Relaxation Modulus Master-Curves for Asphalt Mixes
,”
Construction and Building Materials
25
, no. 
5
(May
2011
):
2619
2626
, https://doi.org/10.1016/j.conbuildmat.2010.12.010
54.
Wang
D.
,
Baliello
A.
,
dos Santas Pinheiro
G.
,
Poulikakos
L. D.
,
Tušar
M.
,
Vasconcelos
K. L.
,
Kakar
M. R.
, et al., “
Rheological Behaviors of Waste Polyethylene Modified Asphalt Binder: Statistical Analysis of Interlaboratory Testing Results
,”
Journal of Testing and Evaluation
51
, no. 
4
(July
2023
):
2199
2209
, https://doi.org/10.1520/JTE20220313
55.
Wang
D.
,
Baliello
A.
,
Poulikakos
L.
,
Vasconcelos
K.
,
Kakar
M. R.
,
Giancontieri
G.
,
Pasquini
E.
, et al., “
Rheological Properties of Asphalt Binder Modified with Waste Polyethylene: An Interlaboratory Research from the RILEM TC WMR
,”
Resources, Conservation and Recycling
186
(November
2022
): 106564, https://doi.org/10.1016/j.resconrec.2022.106564
56.
Wang
T.
, “
Study and Application of Compatibility of Waste Polyethylene-Modified Asphalt
,”
Journal of Materials in Civil Engineering
34
, no. 
9
(September
2022
): 04022203, https://doi.org/10.1061/(ASCE)MT.1943-5533.0004315
57.
Yu
H.
,
Wu
S.
,
Chen
A.
, and
Li
Y.
, “
Modification Mechanism and Technical Performance of Recycled PE-Modified Asphalt
,”
Sustainability
15
, no. 
16
(August
2023
): 12273, https://doi.org/10.3390/SU151612273
This content is only available via PDF.
You do not currently have access to this content.