Perencanaan Struktur Perkerasan Lentur Jalan Dengan Metode MDPJ 2017 Pada Ruas Jalan Baumata – Penfui Kecamatan Taebenu Kabupaten Kupang

Media Ilmiah Teknik Sipil Pub Date : 2023-09-30 DOI:10.33084/mits.v11i3.6099

A. A. Tuati, Deasi D. A. A. Daud, Zulfiani A.R.

引用次数: 0

Abstract

Road pavement is a layer of pavement structure that is located on the subgrade. In determining the thickness of flexible pavement in this research, the 2017 Road Pavement Design Manual method was used. The location of this research is the Baumata - Penfui road section in West Baumata Village, Taebenu District, Kupang Regency with a total road length of 3.5 km and a width of 4.5 m. Existing road pavement in the form of macadam along 2.7 km. The data used in this research are primary data in the form of traffic volume, dynamic cone penetrometer and road geometry, while secondary data is in the form of location maps. Based on the results, it was found that the LHR for commercial vehicles was 110 vehicles per day, for the CESA4 value it was 1221707.63 ESAL, for CESA5 it was 1467536 ESAL, for the land CBR value it was 11%. Using the MKJI 2017 method with a design age of 20 years, the pavement structure was obtained, namely LFB class B 12.5 cm, LFA class A 25 cm, HRS-Base 3.5 cm, HRS-WC 3 cm

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采用 MDPJ 2017 方法规划古邦县泰本努区 Baumata - Penfui 路段的道路挠性路面结构

路面是位于基层上的一层路面结构。本研究在确定柔性路面厚度时，采用了 2017 年《道路路面设计手册》方法。本研究的地点是古邦县泰本努区西宝玛塔村的宝玛塔至彭费路段，该路段全长 3.5 公里，宽 4.5 米，沿线 2.7 公里的现有路面为金刚砂路面。本研究使用的数据是交通流量、动态锥形透度计和道路几何形状等主要数据，而次要数据则是位置地图。根据结果发现，商用车辆的 LHR 为每天 110 辆，CESA4 值为 1221707.63 ESAL，CESA5 为 1467536 ESAL，土地 CBR 值为 11%。采用 MKJI 2017 方法，设计使用年限为 20 年，得到的路面结构为：LFB 等级 B 12.5 cm，LFA 等级 A 25 cm，HRS-Base 3.5 cm，HRS-WC 3 cm。

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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