The use of multiple stress creep recovery test to characterize polymer modified bitumen
Keywords:
MSCR, Polymer Modified Bitumen, rutting resistance
Abstract
The paper analyzes the performance of polymer modified bitumen due to multiple stress creep recovery (MSCR). This phenomenon is of great importance when considering binder’s performance related to rutting resistance on high temperatures during exploitation period. The paper presents testing results of five polymer modified bitumen samples, obtained by two producers, tested under same temperature and stress levels. Finally, bitumen samples are classified under new MSCR specification, according to SUPERPAVE methodology.
Downloads
Download data is not yet available.
Published
2020-10-04
How to Cite
GraŠić, A., Orešković, M., & Mladenović, G. (2020). The use of multiple stress creep recovery test to characterize polymer modified bitumen. Journal of Road and Traffic Engineering, 66(3), 23-31. https://doi.org/10.31075/PIS.66.03.04
Section
Articles
Copyright (c) 2020 Put i saobraćaj

This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License.
Authors who publish with this journal agree to the following terms:
- Authors retain copyright and grant the journal right of first publication with the work simultaneously licensed under a Creative Commons Attribution License CC BY-NC that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this journal.
- Authors are able to enter into separate, additional contractual arrangements for the non-exclusive distribution of the journal's published version of the work (e.g., post it to an institutional repository or publish it in a book), with an acknowledgement of its initial publication in this journal.
- Authors are permitted and encouraged to post their work online (e.g., in institutional repositories or on their website) prior to and during the submission process, as it can lead to productive exchanges, as well as earlier and greater citation of published work (See The Effect of Open Access).