Proceedings of the International Conference on Railway and Transportation (ICORT 2022)

Evaluating the Calculation of Rail Road Components and Maintenance Cycle on the Temporary Track of Construction Project

Authors
Hana Wardani Puruhita1, *, Affandika Ammar1, Septiana Widi Astuti1
1Indonesian Railway Polytechnic, Tirta Raya Street, Nambangan Lor, Manguharjo, Madiun, Jawa Timur, 63129, Indonesia
*Corresponding author. Email: hanapuruhita23@gmail.com
Corresponding Author
Hana Wardani Puruhita
Available Online 31 March 2023.
DOI
10.2991/978-94-6463-126-5_20How to use a DOI?
Keywords
Railway Temporary Track; passing tonnage; Inspection; Maintenance
Abstract

The construction of a Temporary Track or temporary rail line aims to ensure that the construction of the elevated rail at Joglo Solo intersection does not interfere with train operations and travel, so it is necessary to identify and evaluate whether the component materials used are by the provisions of the technical specifications of PM No. 60 of 2012 and the annual cross load. In addition, maintenance cycle planning based on the results of calculations and evaluations is needed to determine the appropriate treatment items based on PM No. 32 of 2011. Evaluation of the Temporary Track of the Joglo Solo Intersection is carried out by calculating the carrying capacity of the crossing/passing tonnage in a year which aims to determine the class of the railroad. Then perform calculations on rail tension based on the required rail class and calculation of sleeper tension. An inspection of the ballast component based on visual conditions and laboratory test results is needed to determine the condition of the component so that, in the end, it can determine the appropriate maintenance cycle. Based on the results of the quick calculation, the Joglo Solo intersection is a class II train line. With a passing tonnage of 12.2 million tons/year. The essential allowable tension of the rail does not appropriate the requirements of 1141,896 1128 kg/cm2. Wijaya Karya (Wika) Beton sleepers have met the requirements based on tension calculations. From the results of laboratory tests on the ballast compressive strength test’s ballast component, it does not appropriate the requirements because it has a compressive strength value above 1000 kg/cm2. Based on the evaluation results, the appropriate maintenance cycle based on PM No. 32 of 2011 is daily and monthly maintenance.

Copyright
© 2023 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 International Conference on Railway and Transportation (ICORT 2022)
Series
Advances in Engineering Research
Publication Date
31 March 2023
ISBN
10.2991/978-94-6463-126-5_20
ISSN
2352-5401
DOI
10.2991/978-94-6463-126-5_20How to use a DOI?
Copyright
© 2023 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  - Affandika Ammar
AU  - Septiana Widi Astuti
PY  - 2023
DA  - 2023/03/31
TI  - Evaluating the Calculation of Rail Road Components and Maintenance Cycle on the Temporary Track of Construction Project
BT  - Proceedings of the International Conference on Railway and Transportation (ICORT 2022)
PB  - Atlantis Press
SP  - 181
EP  - 191
SN  - 2352-5401
UR  - https://doi.org/10.2991/978-94-6463-126-5_20
DO  - 10.2991/978-94-6463-126-5_20
ID  - Puruhita2023
ER  -