The Nekemte-Bedele road section is experiencing various flexible pavement failures, and a study is needed to determine the causes. The study will involve desk research, field inspections, and laboratory tests to identify the reasons for the failures in sub-base and subgrade materials. During field observations, different types of pavement failures were noted, such as rutting, potholes, edge cracking, transversal cracking, and raveling. Representative samples were taken from the deteriorated sections to perform laboratory tests like Atterberg limit, gradation or sieve analysis, compaction, and CBR. The laboratory results showed that most of the soil materials used along the road did not meet standard specifications. The plasticity indexes and liquid limits were high for all sub-base, selected fill, and natural subgrade soil samples, except for a few. The OMC was almost between 11.90 - 27.80%, and the MDD values ranged from 1.30 kg/m³ - 1.92 kg/m³. Most of the CBR values for the selected fill soil materials met specification requirements, while those of sub-base and natural subgrade soil materials did not meet the specifications, except for a few samples. The pavement failure was due to weak/poor soil pavement layer performance in different failed locations. The field recorded high, medium, and low levels of severity.
| Published in | Journal of Civil, Construction and Environmental Engineering (Volume 8, Issue 6) |
| DOI | 10.11648/j.jccee.20230806.12 |
| Page(s) | 107-117 |
| Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
| Copyright |
Copyright © The Author(s), 2023. Published by Science Publishing Group |
Flexible Pavements, Field Tests, Laboratory Tests, Nekemte-Bedele Pavement Failure, Sub-base Materials
| [1] | W. Charlie, M. Osman and E. Ali (1999). Construction on Expansive Soils in Sudan. Journal of Construction Engineering Management, 10 (3), 359–374. |
| [2] | Flexible Pavement Design Manual. Department of Transportation, State of Florida. 2012. |
| [3] | Government of India Ministry of Road Transport and Highways Transport Research Wing. July 2011. |
| [4] | Flexible Pavement Design Manual, Department of Public Works and highways, Philippines. |
| [5] | Berhanu A. Analysis and Modeling of Rutting for Long Life Asphalt Concrete pavement. A PhD. Thesis, Technische Universität Darmstadt, German. 2009. |
| [6] | Portugal EPAM3-3rd European Pavement and Asset Management Conference Study of the Causes and Remedies of Premature Surface Cracking of Asphalt Pavements. Coimbra. 7-9 July. 2008. |
| [7] | Hudson, W. R., Monismith, C. L., Dougan, C. E., and Visser, W. (2013), Use Performance Management System Data for Monitoring Performance: Example with Superpave, Transportation Research Record 1853, TRB, Washington D. C. |
| [8] | O. M. Ogundipe, “Road pavement failure caused by poor soil properties along Aramoko- Ilesa highway, Nigeria,” Journal of engineering and applied sciences, 2008, 3 (3), pp. 239- 241. |
| [9] | N. Okigbo, “Road maintenance in Nigeria, the way forward,” International journal of research in engineering science, Pan African journal series, Accra, Ghana, 2012. |
| [10] | A. S. Harischandra, Identification of road defects, causes of road deterioration and relationship among them for bitumen penetration macadam roads in Sri Lanka. Master Thesis at the University of Moratuwa, Sri Lanka, 2014. |
| [11] | ERA. Ethiopian Roads Authority Standard Manuals. Pavement Design Manual: Flexible Pavements and Gravel Roads, Volume I. 2012. |
| [12] | Ethiopian Roads Authority Standard Manuals. Pavement Rehabilitation and Asphalt Overlay Manual. 2002. |
| [13] | Yang. H. Huang. Pavement Analysis and Design,” University of Kentucky. 1999. |
| [14] | P. Croney and D. Croney, The Design and Performance of Road Pavements. New York City: McGraw-Hill Professional, 2008. |
| [15] | Keith RK. Northwest pavement Management systems users Group and Washington State Department of Transportation. March 1992. |
APA Style
Assefa, B., Fufa, F., Dinku, M. (2023). Assessment of the Causes of Pavement Failure Due to Sub-Base and Sub-Grade Materials Along Nekemte-Bedele Road. Journal of Civil, Construction and Environmental Engineering, 8(6), 107-117. https://doi.org/10.11648/j.jccee.20230806.12
ACS Style
Assefa, B.; Fufa, F.; Dinku, M. Assessment of the Causes of Pavement Failure Due to Sub-Base and Sub-Grade Materials Along Nekemte-Bedele Road. J. Civ. Constr. Environ. Eng. 2023, 8(6), 107-117. doi: 10.11648/j.jccee.20230806.12
AMA Style
Assefa B, Fufa F, Dinku M. Assessment of the Causes of Pavement Failure Due to Sub-Base and Sub-Grade Materials Along Nekemte-Bedele Road. J Civ Constr Environ Eng. 2023;8(6):107-117. doi: 10.11648/j.jccee.20230806.12
Share This Article
Twitter
Linked In
Facebook
Copy
Download@article{10.11648/j.jccee.20230806.12,
author = {Bulcha Assefa and Fikadu Fufa and Mesfin Dinku},
title = {Assessment of the Causes of Pavement Failure Due to Sub-Base and Sub-Grade Materials Along Nekemte-Bedele Road},
journal = {Journal of Civil, Construction and Environmental Engineering},
volume = {8},
number = {6},
pages = {107-117},
doi = {10.11648/j.jccee.20230806.12},
url = {https://doi.org/10.11648/j.jccee.20230806.12},
eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.jccee.20230806.12},
abstract = {The Nekemte-Bedele road section is experiencing various flexible pavement failures, and a study is needed to determine the causes. The study will involve desk research, field inspections, and laboratory tests to identify the reasons for the failures in sub-base and subgrade materials. During field observations, different types of pavement failures were noted, such as rutting, potholes, edge cracking, transversal cracking, and raveling. Representative samples were taken from the deteriorated sections to perform laboratory tests like Atterberg limit, gradation or sieve analysis, compaction, and CBR. The laboratory results showed that most of the soil materials used along the road did not meet standard specifications. The plasticity indexes and liquid limits were high for all sub-base, selected fill, and natural subgrade soil samples, except for a few. The OMC was almost between 11.90 - 27.80%, and the MDD values ranged from 1.30 kg/m³ - 1.92 kg/m³. Most of the CBR values for the selected fill soil materials met specification requirements, while those of sub-base and natural subgrade soil materials did not meet the specifications, except for a few samples. The pavement failure was due to weak/poor soil pavement layer performance in different failed locations. The field recorded high, medium, and low levels of severity.
},
year = {2023}
}
TY - JOUR T1 - Assessment of the Causes of Pavement Failure Due to Sub-Base and Sub-Grade Materials Along Nekemte-Bedele Road AU - Bulcha Assefa AU - Fikadu Fufa AU - Mesfin Dinku Y1 - 2023/12/18 PY - 2023 N1 - https://doi.org/10.11648/j.jccee.20230806.12 DO - 10.11648/j.jccee.20230806.12 T2 - Journal of Civil, Construction and Environmental Engineering JF - Journal of Civil, Construction and Environmental Engineering JO - Journal of Civil, Construction and Environmental Engineering SP - 107 EP - 117 PB - Science Publishing Group SN - 2637-3890 UR - https://doi.org/10.11648/j.jccee.20230806.12 AB - The Nekemte-Bedele road section is experiencing various flexible pavement failures, and a study is needed to determine the causes. The study will involve desk research, field inspections, and laboratory tests to identify the reasons for the failures in sub-base and subgrade materials. During field observations, different types of pavement failures were noted, such as rutting, potholes, edge cracking, transversal cracking, and raveling. Representative samples were taken from the deteriorated sections to perform laboratory tests like Atterberg limit, gradation or sieve analysis, compaction, and CBR. The laboratory results showed that most of the soil materials used along the road did not meet standard specifications. The plasticity indexes and liquid limits were high for all sub-base, selected fill, and natural subgrade soil samples, except for a few. The OMC was almost between 11.90 - 27.80%, and the MDD values ranged from 1.30 kg/m³ - 1.92 kg/m³. Most of the CBR values for the selected fill soil materials met specification requirements, while those of sub-base and natural subgrade soil materials did not meet the specifications, except for a few samples. The pavement failure was due to weak/poor soil pavement layer performance in different failed locations. The field recorded high, medium, and low levels of severity. VL - 8 IS - 6 ER -
Department of Surveying Engineering, College of Engineering and Technology, Wallaga University, Nekemte, Ethiopia
Department of Surveying Engineering, College of Engineering and Technology, Wallaga University, Nekemte, Ethiopia
Department of Surveying Engineering, College of Engineering and Technology, Wallaga University, Nekemte, Ethiopia
Information