• 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 17.04.2025

Revised 27.08.2025

Accepted 30.09.2025

Retrieved from Iss. 118, P. 1, 2025

Pages 35 -47

  • 234 Views

Suggested citation

Gameliak, I., & Zhuravskyi, D. (2025). WAYS TO RESTORE AND PRESERVE ROADS IN CONDITIONS OF LIMITED FUNDING. Automobile Roads and Road Construction, (118.1), 35-47. https://doi.org/10.33744/0365-8171-2025-118.1-035-047

WAYS TO RESTORE AND PRESERVE ROADS IN CONDITIONS OF LIMITED FUNDING

Igor Gameliak Demyan Zhuravskyi

Abstract

An analysis of existing methods of restoration and preservation of highways in conditions of limited funding was carried out by developing materials and technology for the installation of strong, dense and waterproof wear layers (including surface treatments) and with the development of recommendations for the installation of ultra-thin pavements during the repair of cement concrete highways

Keywords:

wearing layer, surface treatment, cold asphalt concrete, thin-layer pavement, ultra-thinlayer pavement

References

  1. DBN V.2.3-4. (n.d.). Highways. Part I. Design. Part II. Construction. Retrieved from https://online.budstandart.com/ua/catalog/document.html?id_doc=96760.
  2. VBN V.2.3-218-178-2004. (2004). Transport structures. Arrangement of surface treatments for highway pavements based on bituminous emulsions (Invalid). Retrieved from https://online.budstandart.com/ua/catalog/document.html?id_doc=46027.
  3. TK 37641918/03450778-133:2012. (n.d.). Arrangement of double surface treatment using chip spreader ShchRD-3500 in combination with KamAZ-55102 (Valid). Retrieved from https://online.budstandart.com/ua/catalog/doc-page.html?id_doc=54782.
  4. TK 37641918/03450778-145:2012. (2012). Arrangement of single surface treatment with one aggregate spreading using road paving column SCHAFER Road-Master 4000 (Valid). Retrieved from https://online.budstandart.com/ua/catalog/docpage.html?id_doc=54802.
  5. TK 37641918/03450778-135:2012. (2012). Arrangement of single surface treatment with two aggregate spreadings using bituminous aggregate spreader Patchmatic R-2 (Valid). Retrieved from https://online.budstandart.com/ua/catalog/document.html?id_doc=54785.
  6. TTK 03450778-156:2013. (2013). Arrangement of single surface treatment using paving road columns Schafer RZS 14000, combine KD 3D and bituminous aggregate spreaders Secmair Chipsealer-40, DN-008, Savalco HP27 (Valid). Retrieved from https://online.budstandart.com/ua/catalog/doc-page.html?id_doc=56559.
  7. VBN V.2.3-218-532:2007. (2007). Arrangement of thin-layer coatings on state highways (Invalid). Retrieved from https://online.budstandart.com/ua/catalog/document.html?id_doc=59964.
  8. R V.3.2-218-03449261-728:2008. (2008). Recommendations for the use of thin-layer coatings in current repair of highways (Valid). Retrieved from https://online.budstandart.com/ua/catalog/document.html?id_doc=46643.
  9. DSTU B D.2.4-18:2014. (2014). Resource elemental estimate norms for repair and construction works. Improvement (Invalid). Retrieved from https://online.budstandart.com/ua/catalog/document.html?id_doc=64317.
  10. SOU 45.2-00018112-036:2009. (2009). Liquid bitumens and bitumen polymers. Technical conditions (Valid). Retrieved from https://online.budstandart.com/ua/catalog/doc-page?id_doc=47863.
  11. Howard, I.L., Jordan, W.S., Barham, J.M., Alvarado, A., & Cox, B.C. (2013). Performance oriented guidance for Mississippi chip seals (Final Report No. FHWA/MS-DOT-RD-13-211-Volume I). Retrieved from https://www.cee.msstate.edu/publications/FHWA_MS-DOT-RD-13-211-Volume_II_.
  12. Kandhal, P.S., & Motter, J.B. (1991). Criteria for accepting precoated aggregates for seal coats and surface treatments. Transportation Research Record, 1300, 80-89.
  13. Queensland Department of Transport and Main Roads. (2012). Materials testing manual. The State of Queensland, Department of Transport and Main Roads. Retrieved from https://www.tmr.qld.gov.au/-/media/busind/techstdpubs/Materials/Material.
  14. Ergun, M., Iyinam, S., & Iyinam, A.F. (2005). Prediction of road surface friction coefficient using only macro and microtexture measurements. Journal of Transportation Engineering, 131(4), 311-319. doi: 10.1061/(ASCE)0733-947X(2005)131:4(311)
Share
Facebook
Twitter
LinkedIn
Email
Telegram
Viber
WhatsApp

https://doi.org/10.33744/0365-8171-2025-118.1-035-047

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