Influence of Polymer Modified Binder Content from RAP on Stone Mastic Asphalt Rutting Resistance

Adam Liphardt , Piotr Radziszewski


Properties of hot mix asphalt with reclaimed asphalt pavement (RAP) mostly depends on RAP properties, especially RAP binder. It is assumed that binder from RAP is usually stiffer than virgin binder because of exploitation aging process. Use of RAP may cause stiffening of asphalt mix and improvement of rutting resistance. This paper demonstrates results of wheel tracking tests of stone mastic asphalt. Analyzed asphalt mixes were designed with six different content of RAP. Penetration and softening point of binder mix was determined and binder replacement factor for asphalt mixes was calculated. Analyses of wheel track tests with comparison to binder properties shown that increasing amount of modified binder from RPA occurs in increasing rutting resistance of asphalt mixes.
Author Adam Liphardt (FCE / IRB)
Adam Liphardt,,
- The Institute of Roads and Bridges
, Piotr Radziszewski (FCE / IRB)
Piotr Radziszewski,,
- The Institute of Roads and Bridges
Journal seriesProcedia Engineering, ISSN 1877-7058
Issue year2016
Publication size in sheets0.5
ConferenceXXV Polish – Russian – Slovak Seminar “Theoretical Foundation of Civil Engineering", 11-07-2016 - 16-07-2016, Zilina, Słowacja
Keywords in Englishreclaimed asphalt pavement – RAP; stone mastic asphalt – SMA; wheel tracking; binder replacement; softening point
Languageen angielski
LIPHARDT A..pdf 444.17 KB
Score (nominal)15
Score sourceconferenceIndex
ScoreMinisterial score = 15.0, 02-07-2020, ArticleFromJournalAndMatConfByConferenceseries
Ministerial score (2013-2016) = 15.0, 02-07-2020, ArticleFromJournalAndMatConfByConferenceseries
Publication indicators WoS Citations = 0; GS Citations = 6.0
Citation count*7 (2020-10-11)
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* presented citation count is obtained through Internet information analysis and it is close to the number calculated by the Publish or Perish system.
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