Test of Asphalt Working from a Mill from the Frez from the Exploded Asphaltobetone Layers of Road Surfaces

Article Preview

Abstract:

The milling cutter obtained from milling the surface layers from the worn out class A, S and GP roads is a valuable component of the newly produced asphalt mixtures. The proportion of granulate as a material obtained from the aggregate cutter with the content of used asphalt binder for MMA production according to available recommended documents should not exceed 30% of recycled material in the overall composition of the weight formula of the new mixture designed with the participation of fresh native aggregates. MMA properties with a 30% share of the milling cutter for fabrication of the foundation layer and an intermediate layer with parameters do not differ from mixtures made of native aggregates. It is purposeful to develop framework standards for specifying the methods of obtaining and its classification for objective evaluation and a high-value application in MMA technology involving partial or full processing of an asphalt cutter.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

158-162

Citation:

Online since:

December 2019

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2020 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Rajczyk J., Modeling the geometric structure of concrete work item processing, Applied Mechanics and Materials, (2013).

Google Scholar

[2] Rajczyk J., New material solutions for road surface construction made of MMA, Advanced Material Research, (2014).

DOI: 10.4028/www.scientific.net/amr.1020.811

Google Scholar

[3] Bashkarev A, Y., Kudravtsewa N.N., Rajczyk J., Correlation between asphalt concrete strength, amount of bitumen and asphalt mix batching models, Procedia Engineering, (2015).

DOI: 10.1016/j.proeng.2015.08.125

Google Scholar

[4] Jabłoński K., Rybczyński M., Szraiber W., Polish experience in the field of recycling hot asphalt pavements, Road Engineering, lo 2, (2003).

Google Scholar

[5] Kurakina E., Evtiukov S., Rajczyk J., Forecasting of road accident in the DVRE system, Transportation Research Procedia, (2018).

DOI: 10.1016/j.trpro.2018.12.111

Google Scholar

[6] Słaboński P., Stankiewicz B., Recycling of asphalt pavements, Magazyn Autostrady, nr 10, (2018).

Google Scholar

[7] Słaboński P., Stankiewicz B., Effective increase of asphalt adhesion to aggregate through ALFIX ALFA, Magazyn Autostrady, lo 6, (2016).

Google Scholar

[8] Bashkarev A.Y., Rajczyk J., Słaboński P., Stankiewicz B., Roller Compacted Concrete Processing in Road Construction, International Symposium on Geotechnical and Earthquake Engineering and 2nd Sino-Russian-Belarusian Jont Scientific Technical Symposium on Underground Engineering, Beijing, (2016).

Google Scholar

[9] Rajczyk P., Rajczyk J., Słaboński P., Recycling of Bituminous Concrete Road Pavement, The 28th International Conference on Solid Waste Technology and Management, Philadelphia, (2013).

Google Scholar

[10] Kalabińska M., Piłat J., Radziszewski P., Technology of materials and road surfaces, Warszawa, (2003).

Google Scholar

[11] Piłat J., Radziszewski P., Asphalt surfaces, Warszawa, (2004).

Google Scholar

[12] GDDKiA – IBDiM, Catalog of reinforcements and repairs of susceptible and semi-rigid surfaces, Warszawa, (2001).

Google Scholar

[13] Regulation lo 7 GDDKiA from 9/05/2016 WT / 2 Part II, Surface preparation of Asphalt layers - Technical Requirements.

Google Scholar

[14] The company's source materials BERNARDI.

Google Scholar

[15] The company's source materials AMMANN.

Google Scholar

[16] Rajczyk J., Rajczyk M., Słaboński P., et al., Republic of Poland Patent PL391, 996 (A1) (2012).

Google Scholar

[17] Rajczyk J., Rajczyk M., Słaboński P., et al., Republic of Poland Patent PL391, 946 (A1) (2012).

Google Scholar