Comparative Analysis on Road Users’ Cost Using HDM-4 Software and Manual Technique: A Case of Addis Ababa-Adama Expressway

Biniyam Kebebew, E. Quezon
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Abstract

Continuous changes in vehicle technology, road condition, traffic compositions initiate the change or updating of road users’ cost models. So that it needs to practice a continuous revision or update periodically for realistic estimation of costs and benefits. This paper presented the relationship and comparison between road users’ cost along Addis Ababa-Adama newly constructed expressway using the Highway Development and Management (HDM-4) Software and manually using formulations developed in the Portuguese model. The method started with data collection. All input data were collected from primary and secondary sources. The primary data utilized an interview, and secondary data were sourced out from pertinent documents, both published and unpublished. More data were gathered that related to vehicles. The vehicles using the road are classified based on the manual from the Ethiopian Road Authority as cars, utilities, small bus, large bus, small truck, medium truck, heavy truck, and truck trailer. The collected data have been input into the HDM-4 interface; the output of the analysis was vehicle operating costs, travel time, and road users’ cost as a summation. Using manual technique and HDM-4 Software, Birr 128.62/km/vehicle and Birr 139.23/km/vehicle, respectively, were found from road users’ costs analysis. The result shows the difference of Birr 10.61. Also, the correlation coefficient of 0.75 is determined, which shows that the two results of road users’ costs are highly related. As a result, the study reveals that the application of HDM-4 Software and the manual technique formulations from the Portuguese model can be adopted interchangeably to calculate Road Users’ Cost of road sections in Ethiopia. Hence, the study results are expected to be an eye-opener for a future similar project by the concerned agencies.
基于HDM-4软件与手工技术的道路使用者成本比较分析——以亚的斯亚贝巴-阿达马高速公路为例
车辆技术、道路状况、交通构成的不断变化引发道路使用者成本模型的变化或更新。因此,它需要进行持续的修订或定期更新,以便对成本和收益进行现实的估计。本文介绍了亚的斯亚贝巴-阿达马新建高速公路沿线道路使用者成本之间的关系和比较,使用公路开发和管理(HDM-4)软件和手动使用葡萄牙模式开发的公式。该方法从数据收集开始。所有输入的数据都是从一手和二手来源收集的。主要数据来自采访,次要数据来自相关文件,包括已发表的和未发表的。收集了更多与车辆有关的数据。根据埃塞俄比亚道路管理局的手册,道路上的车辆分为汽车、公用事业、小型公共汽车、大型公共汽车、小型卡车、中型卡车、重型卡车和卡车拖车。采集到的数据已输入到HDM-4接口;分析的输出是车辆运行成本、行驶时间和道路使用者成本的总和。采用手工技术和HDM-4软件对道路使用者成本进行分析,分别得到Birr 128.62/km/vehicle和Birr 139.23/km/vehicle。结果显示Birr 10.61的差异。并确定了相关系数为0.75,表明道路使用者成本的两个结果高度相关。研究结果表明,在埃塞俄比亚,可以交替采用HDM-4软件和葡萄牙模型的手工技术公式来计算道路用户成本。因此,预计该研究结果将为今后有关部门开展类似项目提供借鉴。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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