Flexible Pavement Design Analysis Using Bina Marga 2017 Method for the Road Section from Banjang-Pulau Nyiur to Batu Mandi, Hulu Sungai Utara

Rezky Anisari, Ria Adriyati, Abdul Hafizh Ihsani
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Abstract

The Banjang, Pulau Nyiur, Batu Mandi road is one of the provincial roads in South Kalimantan located in the Hulu Sungai Utara. This road falls under the jurisdiction of the South Kalimantan Provincial Government and has a total length of 12.5 km. Some parts of this road still lack asphalt pavement, and there are plans for future improvements to enhance driving comfort and facilitate inter-regional transportation. Therefore, there is a need for appropriate pavement thickness planning that aligns with the field conditions and regulations. This study employs the flexible pavement thickness planning method according to the Bina Marga 2017 guidelines, with a design life of 20 years and a traffic growth rate of 3.5%. The surface thickness planning utilizes Asphalt Concrete (AC) with a wearing course (AC WC), and an AC Base layer with LPA Class A aggregate gradation. The results of this study indicate that the calculated flexible pavement thickness using the Bina Marga 2017 method is 58 cm, comprising a 10 cm AC WC layer, an 18 cm AC Base layer, and a 30 cm LPA Class A aggregate layer
Banjang-Pulau Nyiur至Batu Mandi路段柔性路面设计Bina Marga 2017方法分析
Banjang, Pulau Nyiur, Batu Mandi公路是南加里曼丹的省道之一,位于Hulu Sungai Utara。这条公路属于南加里曼丹省政府管辖,全长12.5公里。这条道路的一些部分仍然缺乏沥青路面,并计划在未来进行改进,以提高驾驶舒适性和促进跨区域交通。因此,需要适当的路面厚度规划,以符合现场条件和法规。本研究采用柔性路面厚度规划方法,根据Bina Marga 2017指南,设计寿命为20年,交通增长率为3.5%。表面厚度规划采用带磨损层(AC WC)的沥青混凝土(AC)和带LPA a级集料级配的AC基层。研究结果表明,采用Bina Marga 2017方法计算的柔性路面厚度为58 cm,由10 cm AC WC层、18 cm AC基层和30 cm LPA a级集料层组成
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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