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All Journal Teknisia JTERA (Jurnal Teknologi Rekayasa)
Faizul Chasanah, Faizul
Program Studi Teknik Sipil, Fakultas Teknik Sipil Dan Perencanaan, Universitas Islam Indonesia
Civil Engineering, Building, Construction & Architecture Computer Science & IT Electrical & Electronics Engineering Engineering Industrial & Manufacturing Engineering Mechanical Engineering

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Journal : Teknisia

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ANALISIS PENINGKATAN JALAN AKIBAT KERUSAKAN STRUKTUR PERKERASAN DI ATAS TANAH EKSPANSIF Chasanah, Faizul
Teknisia Vol. XX, No. 1, Mei 2015
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

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Abstract

Performance of pavement structure related to the material and subgrade conditions. This research was conducted to evaluate the damage to the flexible pavement, to analyze the influence of potential and expansive pressure of subgrade, and to analyze pavement thickness of flexible pavement and rigid pavement that has been done by the government in 2012.The location for this research is the road from Purwodadi to Geyer and from km 66+650 to km 87+180. The analysis done with evaluate of the road damage was based on secondary data from Bina Marga department and observation in the field. The early research with taking some soil sample and then testing in laboratory to determine the swelling potentials and swelling pressure by Seed (1962) method. While, the analysis of pavement thickness was designed using the AASHTO (1993) and Bina Marga method. The result of research show the existing condition have ten locations with severely damaged and one location with moderately damaged. Based on the laboratory tests results, the soil condition has a critical expansive degree and high expansive pressure. The average value of expansive degree to all sample show > 10 % and > 300 kPa for expansive pressure. The analysis using AASTHO (1993) method generated additional pavement thickness of 18.5 cm which was required on flexible pavement while the analysis by Bina Marga method produced the required pavement thickness of 23 cm on rigid pavement. Therefore, it can be concluded that overlay in the Purwodadi - Geyer road was not able to serve the traffic based on service life of ten years.
Prediction of pavement condition using markov chain method based on PCI and SDI assessment result Hakim, Indri Nurtiyani; Fauziah, Miftahul; Chasanah, Faizul
Teknisia Vol 30 No 1 (2025): Teknisia
Publisher : Jurusan Teknik Sipil, Fakultas Teknik Sipil dan Perencanaan, Universitas Islam Indonesia

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.20885/teknisia.vol30.iss1.art4

Abstract

A pavement management system needs to be implemented as a form of road management to ensure that roads function properly. The Markov Chain model describes future pavement conditions to produce optimal highway maintenance. The research was carried out on Suprapto Street, Ahmad Yani Street, and Yos Sudarso Street in Indramayu Regency. Based on road conditions in 2024 by PCI and SDI assessment results, predictions are made by multiplying the initial condition vector by the transition probability matrix. Once the condition of the road is known, the proposed type of maintenance can be determined based on Ministerial Regulation of Public Work No. 13/PRT/M/2011, along with the costs required based on the maintenance cost history. The Markov Chain predictions show that road conditions will deteriorate and there will be an increase in severe damage over the years if no treatment is carried out. Maintenance action patterns vary; sections that experience a high level of damage will receive more serious treatment, and in the following year maintenance will decrease and then increase again according to the level of damage. The pattern of maintenance costs also follows the handling actions taken. Costs in the initial year were the highest, while most costs were spent on Suprapto Street.
Co-Authors Aziz Anjasmoro Harjoko Putro Hakim, Indri Nurtiyani Miftahul Fauziah, Miftahul Putro, Aziz Anjasmoro Harjoko