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Influence of reclaimed asphalt content on asphalt mix characteristics doped by selected rejuvenators

Identifikátory výsledku

  • Kód výsledku v IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F15%3A00232730" target="_blank" >RIV/68407700:21110/15:00232730 - isvavai.cz</a>

  • Výsledek na webu

    <a href="http://crcnetbase.com/isbn/978-1-138-02866-1" target="_blank" >http://crcnetbase.com/isbn/978-1-138-02866-1</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1201/b18538-1" target="_blank" >10.1201/b18538-1</a>

Alternativní jazyky

  • Jazyk výsledku

    angličtina

  • Název v původním jazyce

    Influence of reclaimed asphalt content on asphalt mix characteristics doped by selected rejuvenators

  • Popis výsledku v původním jazyce

    The application of increased quantities of reclaimed material in asphalt mixes is a trend whose importance has been growing steadily in recent years. Along with this approach it is needed to find solutions in which reactivated bitumen in the reclaimed asphalt pavement (RAP) will not have any negative impacts on mixture durability. The durability can be affected primarily by the rate of degradation of bitumen contained in the RAP. An important aspect is therefore the quantity of the reclaimed asphalt added to the asphalt mix. For the assessment of these effects in combination with selected types of rejuvenators and their influence on asphalt properties, asphalt concrete AC11 was selected as a suitable representative. Three levels of RAP in the AC mix were proposed: 20 %; 35 % and 50 %. From the perspective of chemical additives, rejuvenators of a new product series developed by a Czech refinery, as well as existing Italian or German products were selected. Further Indian and U.S. additives were applied which are used mostly in the field of warm mix asphalt. Last but not least industrially produced binder for mixes with high RAP proportion was assessed as well. The additives were appropriately combined with the selected RAP contents. Various percentages of the additives were applied and different combinations created with varying quantities of additional new bituminous binder. The mixes were compared to one another according to the tests commonly applied in the Czech Republic (mainly moisture susceptibility, stiffness determination, rutting test and assessment of behaviour in low tem-perature range). The results of the conduced laboratory study are presented in this paper.

  • Název v anglickém jazyce

    Influence of reclaimed asphalt content on asphalt mix characteristics doped by selected rejuvenators

  • Popis výsledku anglicky

    The application of increased quantities of reclaimed material in asphalt mixes is a trend whose importance has been growing steadily in recent years. Along with this approach it is needed to find solutions in which reactivated bitumen in the reclaimed asphalt pavement (RAP) will not have any negative impacts on mixture durability. The durability can be affected primarily by the rate of degradation of bitumen contained in the RAP. An important aspect is therefore the quantity of the reclaimed asphalt added to the asphalt mix. For the assessment of these effects in combination with selected types of rejuvenators and their influence on asphalt properties, asphalt concrete AC11 was selected as a suitable representative. Three levels of RAP in the AC mix were proposed: 20 %; 35 % and 50 %. From the perspective of chemical additives, rejuvenators of a new product series developed by a Czech refinery, as well as existing Italian or German products were selected. Further Indian and U.S. additives were applied which are used mostly in the field of warm mix asphalt. Last but not least industrially produced binder for mixes with high RAP proportion was assessed as well. The additives were appropriately combined with the selected RAP contents. Various percentages of the additives were applied and different combinations created with varying quantities of additional new bituminous binder. The mixes were compared to one another according to the tests commonly applied in the Czech Republic (mainly moisture susceptibility, stiffness determination, rutting test and assessment of behaviour in low tem-perature range). The results of the conduced laboratory study are presented in this paper.

Klasifikace

  • Druh

    D - Stať ve sborníku

  • CEP obor

    JM - Inženýrské stavitelství

  • OECD FORD obor

Návaznosti výsledku

  • Projekt

    <a href="/cs/project/TE01020168" target="_blank" >TE01020168: Centrum pro efektivní a udržitelnou dopravní infrastrukturu (CESTI)</a><br>

  • Návaznosti

    P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Ostatní

  • Rok uplatnění

    2015

  • Kód důvěrnosti údajů

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Údaje specifické pro druh výsledku

  • Název statě ve sborníku

    Bituminous Mixtures and Pavements VI

  • ISBN

    978-1-138-02866-1

  • ISSN

  • e-ISSN

  • Počet stran výsledku

    10

  • Strana od-do

    551-560

  • Název nakladatele

    Taylor & Francis/Balkema

  • Místo vydání

    Leiden

  • Místo konání akce

    Thessaloniki

  • Datum konání akce

    10. 6. 2015

  • Typ akce podle státní příslušnosti

    WRD - Celosvětová akce

  • Kód UT WoS článku