Assessment of traffic data for road rehabilitation design : a case study of the Korogwe-Mombo road section in Tanzania

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dc.contributor.author Komba, Julius Joseph
dc.contributor.author Mataka, Mussa
dc.contributor.author Malisa, John T.
dc.contributor.author Walubita, Lubinda F.
dc.contributor.author Maina, J.W. (James)
dc.date.accessioned 2021-01-12T14:11:46Z
dc.date.available 2021-01-12T14:11:46Z
dc.date.issued 2019-01
dc.description.abstract Traffic loading is one of key inputs for new and rehabilitation designs of pavement. Heavy vehicles cause the most structural damage to pavements; hence, as part of the pavement design process, heavy vehicle volume, and axle load surveys are typically carried out to assist with the accurate estimation of the cumulative traffic loading over a design period. Traffic volumes, axle loads, and the ultimate cumulative traffic loading often fluctuate due to factors such as varying motorist population and economic activities along the length of the road. This paper presents a comparative assessment of traffic loading estimated for the rehabilitation design in 2005, and the actual measured site-specific traffic loading in 2015. The design traffic loading was also compared with the projected future traffic loading for the Korogwe-Mombo road section along the T2 trunk road that connects Tanzania’s business hub of Dar es Salaam with the northern regional cities. The study found, inter alia, that the cumulative traffic loading based on the 2015 measured site-specific traffic data is approximately 2.8 times higher than the design traffic loading based on the 2005 traffic data, which illustrates the importance of using accurate and reliable site-specific traffic data during pavement design. The implications of the findings for rehabilitation design are presented in this paper, along with discussions on the contribution of heavy traffic loading to rutting/permanent deformation that occurred on the surface asphalt layer along the Korogwe-Mombo road section. To improve the accurate determination of traffic loading, traffic studies should ideally be conducted over a long period (typically over one year). However, this is not practical and cost effective when traditional manual methods are used. Hence, it is recommended that road agencies should consider the use of portable automated traffic and Weigh-In-Motion (WIM) monitoring systems. en_ZA
dc.description.department Civil Engineering en_ZA
dc.description.librarian am2020 en_ZA
dc.description.sponsorship The Tanzania National Roads Agency (TANROADS), the South African Council for Scientific and Industrial Research (CSIR) and the South African National Research Foundation (NRF). en_ZA
dc.description.uri https://www.astm.org/DIGITAL_LIBRARY/JOURNALS/TESTEVAL en_ZA
dc.identifier.citation J. Komba, M. Mataka, J. Malisa, L. Walubita, and J. Maina, "Assessment of Traffic Data for Road Rehabilitation Design: A Case Study of the Korogwe-Mombo Road Section in Tanzania," Journal of Testing and Evaluation 47, no. 3 (2019): 1745-1761. https://doi.org/10.1520/JTE20180072. en_ZA
dc.identifier.issn 0090-3973 (print)
dc.identifier.issn 1945-7553 (online)
dc.identifier.other 10.1520/JTE20180072
dc.identifier.uri http://hdl.handle.net/2263/77988
dc.language.iso en en_ZA
dc.publisher ASTM International en_ZA
dc.rights Copyright by ASTM Int'l (all rights reserved) en_ZA
dc.subject Pavement en_ZA
dc.subject Traffic en_ZA
dc.subject Weight en_ZA
dc.subject Axle load en_ZA
dc.subject Rutting en_ZA
dc.subject Weigh-in-motion (WIM) en_ZA
dc.subject Tanzania en_ZA
dc.title Assessment of traffic data for road rehabilitation design : a case study of the Korogwe-Mombo road section in Tanzania en_ZA
dc.type Postprint Article en_ZA


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