• Home
  • Historical notes
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Contacts
en English
  • Українська Українська

UkrainianProfessional Education

  • Submit an article
  • Home
  • Articles & Issues
    • Current
    • All Issues
  • About
    • Aims and Scope
    • Editorial Board
    • Indexing
    • Sources of Financing
  • For Authors
    • Submission
    • Terms of Publication
    • Formatting Guidelines
    • Peer Review Process
    • Article Processing Charges
    • License Agreement
  • Ethics & Policies
    • Publication Ethics
    • Conflict of Interest
    • Open Access Policy
    • Archiving
    • Complaints Policy
    • Privacy Statement
    • Corrections and Retractions
    • Anti-plagiarism Policy
    • Generative AI Policy
  • Search
  • Contacts

Article

  • Read article
  • Download article

Received 18.12.2025

Revised 06.01.2026

Accepted 26.03.2026

Published 07.04.2026

Retrieved from Iss. 119, 2026

Pages 273 -284

  • 99 Views

Suggested citation

Moroz, V. (2026). VELETON™ ‘AVE18’ POLYMER ADDITIVE FOR BITUMEN MODIFICATION: SCIENTIFIC AND TECHNICAL JUSTIFICATION OF EFFECTIVENESS COMPARED WITH SBS. Automobile Roads and Road Construction, 119(1), 273-284. https://doi.org/10.33744/0365-8171-2026-119-273-284

VELETON™ ‘AVE18’ POLYMER ADDITIVE FOR BITUMEN MODIFICATION: SCIENTIFIC AND TECHNICAL JUSTIFICATION OF EFFECTIVENESS COMPARED WITH SBS

Vadym Moroz

Abstract

The article systematizes the results of laboratory tests of the VELETON™ “AVE18” polymer additive for the modification of bitumens and asphalt concrete mixes. Based on test reports (National Transport University, Kyiv; JSC “KazDorNDI”; SE “Center of Quality”, Astana), key performance indicators of polymer-modified asphalts are summarized: increased strength (R₀, R₂₀ up to 6 MPa; R₅₀ up to 2.4 MPa) and markedly improved rutting resistance—rut depth of ~1.2–1.4 mm after 20,000 passes in the Hamburg wheel tracking test (limit ≤3 mm). It is shown that AVE18 is an effective alternative to latexes and SBS-polymer systems: it requires a lower bitumen modification temperature (175–180 °C) and a shorter time to obtain a stable modified binder (2–4 h), exhibits a short thermal stabilization period (~30 min), and has reduced susceptibility to phase separation. Technological advantages for asphalt plants are outlined (no colloid mill required; typical dosage 2%), along with the mechanism of action (adhesive thermoplastic elastomers that enhance the viscoelastic properties of the binder) and compliance with DSTU 8959:2019, ST RK 1223:2019, and ST RK 2373:2019. Practical recommendations are provided for dosage and quality control of the modified binder. An economic effect is estimated: due to lower polymer consumption, reduced energy use, and higher productivity, AVE18 makes bitumen modification more cost-effective. The feasibility of wide implementation of AVE18 to extend pavement service life is substantiated, and avenues for further research and application are outlined

Keywords:

AVE18 VELETON™; modified bitumen; dry-add polymer; SBS; thermoplastic elastomer; rutting resistance; R₀/R₂₀/R₅₀ indices; Hamburg wheel tracking test; polymer asphalt concrete

References

1. DSTU 8959:2019 (2019) Asfaltobetonni sumishi ta asfaltobeton dorozhni na osnovi bitumiv, modyfikovanykh polimeramy. Tekhnichni umovy [Asphalt concrete mixtures and asphalt concrete road based on bitumens modified by polymers. Specifications]. Kyiv: Minrehion Ukrainy. 14 p. [In Ukrainian].
2. ST RK 1223–2019 (2019) Sumishi polymerasfaltobetonni dorozhni, aerodromni i polymerasfaltobeton. Tekhnichni umovy [Polymer-asphalt concrete mixtures road, airfield and polymer-asphalt concrete. Specifications]. Astana: Komitet tekhnichnoho rehuliuvannia ta metrolohii RK. 48 p. [In Kazakh/English].
3. ST RK 2373–2019 (2019) Sumishi shchebenevo-mastykovi polymerasfaltobetonni dorozhni, aerodromni i shchebenevo-mastykovyi polymerasfaltobeton. Tekhnichni umovy [Stone mastic polymer-asphalt concrete mixtures road, airfield and stone mastic polymer-asphalt concrete. Specifications]. Astana: Komitet tekhnichnoho rehuliuvannia ta metrolohii RK. 52 p. [In Kazakh/English].
4. Kopynets, I. V., Sokolov, O. V., Zheltobriukh, A. D. and Holovchenko, V. S. (2019) 'Research on the effectiveness of polymer bitumen modifiers in heavy asphalt concrete', Dorohy i mosty [Roads and Bridges], (19–20), pp. 94–106. [In Ukrainian].
5. Aiupov, D. A., Potapova, L. I., Murafa, A. V. et al. (2011) 'Study of the features of interaction of bitumens with polymers', Izvestiia KazGASU: Stroitelnye materialy i izdeliia [News of the KSUAE: Building materials and products], (1), pp. 140–146. [In Kazakh].
6. Porto, M. et al. (2019) 'Bitumen and Bitumen Modification: A Review on Latest Advances', Applied Sciences, 9(4), 742.
7. Yildirim, Y. (2007) 'Polymer Modified Asphalt Binders', Construction and Building Materials, 21(1), pp. 66–72.
8. DSTU B EN 12697-22:2011 (2011) Bitumni sumishi. Metody vyprobuvannia hariachykh asfaltobetonnykh sumishei. Chastyna 22: Vyznachennia koliiestiikosti z vykorystanniam ustanovky dlia koliieutvorennia (v t.ch. metodyka «Hamburzkoho kolesa») [Bituminous mixtures. Test methods for hot mix asphalt. Part 22: Wheel tracking]. Kyiv: Minekonomrozvytku Ukrainy. [In Ukrainian].
9. AASHTO T324-19 (2019) Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures. Washington, DC: AASHTO.
10. EN 13108-1:2016 (2016) Bituminous mixtures — Material specifications — Part 1: Asphalt Concrete. Brussels: CEN.
11. Airey, G. D. (2004) 'Rheological properties of styrene butadiene styrene polymer modified road bitumens', Fuel, 83(14–15), pp. 1709–1719.
12. Lu, X. and Isacsson, U. (2001) 'Modification of road bitumens with thermoplastic polymers', Polymer Testing, 20(1), pp. 67–86.
13. Read, J. and Whiteoak, D. (2015) The Shell Bitumen Handbook. 6th ed. London: ICE Publishing.
14. ST RK 1218-2024 (2024) Materialy na osnovi orhanichnykh viazhuchykh dlia dorozhnoho i aerodromnoho budivnytstva. Metody vyprobuvan [Materials based on organic binders for road and airfield construction. Test methods]. Astana: KTRM RK. [In Kazakh/English].

Share
Facebook
Twitter
LinkedIn
Email
Telegram
Viber
WhatsApp

https://doi.org/10.33744/0365-8171-2026-119-273-284

Address
01010, Ukraine, Kyiv,
1, M. Omelianovycha-Pavlenka Str.


Email
ntu@arrcjournal.org

Main information
  • Aims and Scope
  • Indexing
  • Terms of Publication
  • Editorial Board
  • Publication Ethics
Additional information
  • Complaints Policy
  • Peer Review Process
  • Open Access Policy
  • Anti-plagiarism Policy
  • Generative AI Policy
  • Archiving