Proceedings of the 2nd International Conference on Railway and Transportation 2023 (ICORT 2023)

Evaluation of Calculating Railroad Components on Maintenance Patterns at Level Crossings Using Concrete Level Crossings

Authors
Hana Wardani Puruhita1, *, Irfan Maskur1, Septiana Widi Astuti1
1Indonesian Railway Polytechnic, Tirta Raya Street, Nambangan Lor, Manguharjo, Madiun, Jawa Timur, 63129, Indonesia
*Corresponding author. Email: hanapuruhita23@gmail.ac.id
Corresponding Author
Hana Wardani Puruhita
Available Online 20 February 2024.
DOI
10.2991/978-94-6463-384-9_20How to use a DOI?
Keywords
Level Crossing; Concrete Level Crossing; Passing Tonnage; Average Daily Traffic; Inspection; Maintenance
Abstract

The railway level crossing is a meeting point between a highway and a train. This analysis is conducted by identifying and evaluating the components of the Concrete Level Crossing feasible according to the dynamic loads by train and vehicle. Evaluation of Concrete Level Crossing is by observing the condition of the crossing, calculating the passing tonnage of the railroad and highway, calculating the rail tension based on the required railroad class and calculating sleeper tension. Based on the results of calculation, JPL 67 is a class II train line, with a passing tonnage of 12,7 million tons/year. The allowable tension of the rail does not appropriate the requirements of 1141 > 1128 kg/cm2. The rubber rail placement for rotation and stability does not fulfill with 5,701 > 0,0154 MPa for rotation and 38,334 < 112 mm for stability. Result from calculations of lifespan of concrete slab is found that the estimated service is according to the planned life of 10 years, but due to the results of the calculation of the thickness of the concrete plate due to the overload of passing vehicles thicker than the design thickness of the concrete slab is 27%, is estimated that the service life of the concrete level crossing is less than 10 years. The sleepers overstepping the boundaries the requirements for effective prestressing tension calculations with 4924,878 < 200 k g / c m 2 . The maintenance pattern of Concrete Level Cross components is expected to be a reference for effective maintenance cycles at crossings.

Copyright
© 2024 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

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Volume Title
Proceedings of the 2nd International Conference on Railway and Transportation 2023 (ICORT 2023)
Series
Advances in Engineering Research
Publication Date
20 February 2024
ISBN
10.2991/978-94-6463-384-9_20
ISSN
2352-5401
DOI
10.2991/978-94-6463-384-9_20How to use a DOI?
Copyright
© 2024 The Author(s)
Open Access
Open Access This chapter is licensed under the terms of the Creative Commons Attribution-NonCommercial 4.0 International License (http://creativecommons.org/licenses/by-nc/4.0/), which permits any noncommercial use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license and indicate if changes were made.

Cite this article

TY  - CONF
AU  - Hana Wardani Puruhita
AU  - Irfan Maskur
AU  - Septiana Widi Astuti
PY  - 2024
DA  - 2024/02/20
TI  - Evaluation of Calculating Railroad Components on Maintenance Patterns at Level Crossings Using Concrete Level Crossings
BT  - Proceedings of the 2nd International Conference on Railway and Transportation 2023 (ICORT 2023)
PB  - Atlantis Press
SP  - 224
EP  - 240
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-384-9_20
DO  - 10.2991/978-94-6463-384-9_20
ID  - Puruhita2024
ER  -