Determination of the Residual Life of Rigid Road Pavements of Industrial Enterprises

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Abstract

Ehe main problems of determining the residual life of rigid road pavement structures of industrial enterprises are considered. An analysis of existing methods for determining the durability and residual life of highways of both rigid and non-rigid types of construction on public roads was carried out. As a result of the research carried out on the territory of the enterprise, an algorithm was proposed for calculating the residual life of the highway structure, based on changes in the longitudinal evenness of the pavement, the presence of defects and damages on the surface of the roadway, compaction of asphalt concrete layers, as well as the actual and calculated intensity of traffic flow. The study of auto-road pavement elements was carried out using the “Trassa” mobile road laboratory, and the determination of the physical and mechanical characteristics of the materials was carried out in the laboratory using modern research methods.

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About the authors

B. A. Bondarev

Lipetsk State Technical University

Author for correspondence.
Email: lnsp-48@mail.ru

Doctor of Sciences (Engineering)

Russian Federation, 30, Moskovskaya St., Lipetsk, 398055

A. B. Bondarev

Lipetsk State Technical University

Email: lnsp-48@mail.ru

Candidate of Sciences

Russian Federation, 30, Moskovskaya St., Lipetsk, 398055

V. P. Yartsev

Tambov State Technical University

Email: jarcev21@rambler.ru

Doctor of Sciences (Engineering)

Russian Federation, 106/5, room 2, Sovetskaya St., Tambov, 392000

V. K. Zhidkov

Tambov State Technical University

Email: gidkov_vova_1999@mail.ru

Graduate Student

Russian Federation, 106/5, room 2, Sovetskaya St., Tambov, 392000

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Supplementary files

Supplementary Files
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1. JATS XML
2. Fig. 1. Algorithm for determining the residual life of road pavements

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3. Fig. 2. Kilometer 0+380. Multiple potholes up to 30 mm deep on the surface of the coating. Network of cracks with an opening width of up to 10 mm

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4. Fig. 3. Kilometer 0+650. Multiple cracks with an opening width of more than 20 mm on the surface of the coating. Chipping of asphalt concrete. Potholes up to 30 mm deep

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5. Fig. 4. Kilometer 0+930. A network of cracks with an opening width of up to 15 mm on the surface of the coating (large area of distribution)

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6. Fig. 5. Dependence of residual life on the strength coefficient according to STO AVTODOR 2.4–2013

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7. Fig. 6. Algorithm for making design decisions at the stage of developing a reconstruction project, taking into account the residual life of road structures according to STO AVTODOR 2.4–2013

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