Damage Analysis of Lahat Roads – Fence Natural From Endikat Bridge To Go To Depati H. Duaji Lintas Street Pagaralam – Lahat
DOI:
https://doi.org/10.37385/jaets.v4i1.1066Keywords:
Pavement Condition Index, Type of road damage, Road, Damage AnalysisAbstract
Roads have a very important role in human life. For the present and the future, in the era of industrialization, trade and public transportation, transportation of goods and services. This study aims to determine the type of damage that occurs on the pavement surface, pavement conditions and the necessary actions on the pavement conditions of the Lahat-Pagaralam section of the bridge from Endikat to the Depati H. Duaji road of Pagaralam-Lahat by using the Pavement Condition Index method ( PCI). There are 10 types of damage to the Lahat - Pagaralam crossing from the Endikat bridge to the Depati H. Duaji Lintas Pagaralam road, namely crocodile cracks by 20.39%, obesity by 3.95%, basins by 0.66%, curl by 0.66 %, edge cracks of 3.29%, longitudinal/transverse cracks of 5.26%, fillings of 55.92%, aggregate wear of 1.32, holes of 7.24% and grooves of 1.32%. The average pavement condition index (PCI) for the Lahat - Pagaralam section from the Endikat bridge to the Depati H. Duaji Pagaralam road section is 82.63% which is included in the Very Good category. The repair methods that can be carried out are the P2 (Local Asphalt Laburan) repair method, the P5 repair method (Hole filling) and the P6 repair method (Alignment).
Downloads
References
Ahmad, S. N., Harianto, T., Samang, L., & Hustim, M. (2018). Level vulnerability damage of pavement using Pavement Condition Index method. In MATEC Web of Conferences (Vol. 181, p. 11003). EDP Sciences.
Alam, M. J., Karim, M. E., & Hoque, M. S. (2020). Causes of damage of rural road in coastal areas of Bangladesh. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 51(4), 146-155.
Ale, L., Zhang, N., & Li, L. (2018, December). Road damage detection using RetinaNet. In 2018 IEEE International Conference on Big Data (Big Data) (pp. 5197-5200). IEEE.
Arab, M. G., Alzara, M., Zeiada, W., Omar, M., & Azam, A. (2020). Combined effect of compaction level and matric suction conditions on flexible pavement performance using construction and demolition waste. Construction and Building Materials, 261, 119792.
Avci, O., Abdeljaber, O., Kiranyaz, S., Hussein, M., Gabbouj, M., & Inman, D. J. (2021). A review of vibration-based damage detection in civil structures: From traditional methods to Machine Learning and Deep Learning applications. Mechanical systems and signal processing, 147, 107077.
Bhandari, S., Luo, X., & Wang, F. (2022). Understanding the effects of structural factors and traffic loading on flexible pavement performance. International Journal of Transportation Science and Technology.
Fotiadi, A. A., Gnezdilova, S. A., & Strekha, I. S. (2020, October). Remote method for predicting damage to cement concrete pavements. In International Scientific Conference on Innovations and Technologies in Construction (pp. 333-339). Springer, Cham.
Isradi, M., Subhan, A., & Prasetijo, J. (2020). Evaluation of the road pavement damage with bina marga method and pavement condition index method. In Proceedings of the International Conference on Industrial Engineering and Operations Management, August (pp. 3608-3614).
Isradi, M., Arifin, Z., & Sudrajat, A. (2019). Analysis of the Damage of Rigid Pavement Road by Using Pavement Condition Index (PCI). Journal of Applied Science, Engineering, Technology, and Education, 1(2), 193-202.
Kermani, B., Xiao, M., Stoffels, S. M., & Qiu, T. (2019). Measuring the migration of subgrade fine particles into subbase using scaled accelerated flexible pavement testing–a laboratory study. Road Materials and Pavement Design, 20(1), 36-57.
Li, N., Zhan, H., Yu, X., Tang, W., Yu, H., & Dong, F. (2021). Research on the high temperature performance of asphalt pavement based on field cores with different rutting development levels. Materials and Structures, 54(2), 1-12.
Pandey, P., Hossain, M. S., & Ahmed, A. (2021). Performance evaluation of modified moisture barrier in mitigating expansive soil associated pavement distresses. Transportation Geotechnics, 31, 100667.
Ratnaningsih, D., Wahiddin, W., Subagyo, U., & Sasongko, R. (2021, February). Analysis of the needs road facilities in Jalan Soekarno Hatta Malang City. In IOP Conference Series: Materials Science and Engineering (Vol. 1073, No. 1, p. 012017). IOP Publishing.
Setiawan, T., & Winayati, W. (2021). Identifikasi Jenis-Jenis Kerusakan Jalan (Perkerasan Lentur) Studi Kasus Jalan Lintas Taluk Kuantan–Batas Provinsi Sumatera Barat. Racic: Rab Construction Research, 6(1), 69-77.
Taher, S. A., Alyousify, S., & Hassan, H. J. A. (2020). Comparative Study of Using Flexible and Rigid Pavements for Roads: a Review Study. Journal of Duhok University, 23(2), 222-234.
Taufikurrahman, T., Karyawan, I. D. M. A., & Yasa, I. W. (2022). Study of Road Surface Damage due to Rainwater Puddles using the Pavement Condition Index. Path of Science, 8(8), 3014.
Tenriajeng, A. (2000). Rekayasan Jalan Raya II. Gunadarma. Jakarta.
CITEDNESS IN SCOPUS
CITEDNESS IN WOS
