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Assessment of Traffic Data for Road Rehabilitation Design: A Case Study of the Korogwe-Mombo Road Section in Tanzania

机译:道路修复设计的交通数据评估:以坦桑尼亚Korogwe-Mombo路段为例

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Traffic loading is one of the 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 because of factors such as varying motorist population and economic activities along the length of the road. This article 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 article, 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 1 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 monitoring systems.
机译:交通负荷是新的和修复的路面设计的关键输入之一。重型车辆会对人行道造成最大的结构性破坏。因此,作为路面设计过程的一部分,通常会进行重型车辆体积和车轴负载调查,以帮助准确估计设计期间的累计交通负载。交通量,车轴载荷和最终的累计交通载荷经常由于诸如沿着道路长度变化的驾驶人口和经济活动等因素而波动。本文介绍了对2005年修复设计估算的交通负荷和2015年实际测量的特定站点交通负荷的比较评估。还将设计交通负荷与沿路段Korogwe-Mombo道路段的预计未来交通负荷进行了比较。连接坦桑尼亚商业中心达累斯萨拉姆和北部区域城市的T2主干路。研究发现,除其他外,基于2015年测得的特定站点交通数据的累积交通负载大约比基于2005年交通数据的设计交通负载高2.8倍,这说明了使用准确可靠的站点的重要性路面设计期间的特定交通数据。本文介绍了这些发现对修复设计的意义,并讨论了繁忙的交通负荷对沿Korogwe-Mombo路段的表层沥青层上发生的车辙/永久变形的贡献。为了提高对交通负荷的准确确定,理想情况下,应进行长期(通常为1年以上)的交通研究。然而,当使用传统的手动方法时,这是不切实际的并且成本效益高的。因此,建议公路部门应考虑使用便携式自动交通和动态称重监控系统。

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